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LATEST DATE IN PROCESS DESCRIPTION <br />REVISION DATE <br />09/24/03 <br />x <br />a <br />a <br />x <br />Z o <br />:4 <br />Y <br />;o co <br />-r m <br />00 o <br />c� o <br />a <br />rn v� <br />=-W <br />0 <br />m� <br />v cc <br />-c _� <br />A- N <br />L � <br />CL <br />ti cc <br />Y <br />A n / n # <br />C 1) AlD <br />A <br />S <br />THIS WALL NOT USED AS BRG <br />D❑ NOT SHIM TRUSSES TO BEAR, <br />s s <br />Al <br />..................... <br />Q <br />11'-0 1/2' <br />z <br />o <br />LD <br />o <br />O <br />A2 <br />_ <br />o <br />Cd <br />• - _ s5 <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />l� <br />II <br />3/12 VAULT^I <br />^ 3/12 VAULT <br />o <br />I <br />II <br />U <br />- <br />A3 <br />00 <br />—CIO <br />- - - GABLE- A4 <br />4 - a - - <br />o <br />co <br />1 WALL) z <br />ao L,J <br />o <br />D <br />D <br />B <br />TOP OF COLUMN @ <br />9' -4 1 /2" A. F. F <br />A S6 <br />S6 <br />r <br />2'-9' 5'-10" 2'-9" - <br />BG <br />I <br />11'-4' 8'-8' 21 <br />41 <br />NoM#0111011111RAMING PLAN <br />1 /4" = 1'-0" <br />B <br />LIRI <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 BRG. 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 />14-1Od 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 />20-1Od 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 />CAPACITY <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 />15-10d <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 WALE SECTI❑N <br />ROOF FRAMING NOTES: <br />1. SEE SHEET 53.1 FOR SHINGLE INFORMATION <br />AND INSTALLATION INSTRUCTIONS <br />PLYWOOD STRONGBACKS <br />RECOMMENDED <br />CSEE STRONGBACK LETTER <br />IN ENG, PACK) <br />i <br />❑ SAMUEL A. GREENSER3, P.E. 034245 <br />❑ IRUJIN J. 5ENSON, P.E. 049156 <br />TO NE 5EST OF TIE E%INEER'S WIEDGE AND 5ELIEF, TI E <br />S1RCTl RA. PLANS AND SPECFICATIONS COMPLY WIN THE <br />FLORIDA 5UILDING CODE, SECTION 1606 FOR 20 MPA 3 SECOND <br />GUST, EXPOSURE 'B' WIND ZOW (2001 EDITION). <br />11415 DRAWING AND M664 16 VALID FOR 12 MONTNS AFI1:R THE <br />DATE 16 S&O AND SEALED, <br />SKIED AND SEALED FOR THE 6TRUCRPAL PORTION OF TNIS <br />DRAWING ONLY. <br />� <br />w <br />os <br />c n <br />a <br />Z <br />o0 <br />F <br />W � <br />O <br />a� <br />N <br />O <br />VJ <br />LL <br />O <br />Cd <br />Cd <br />Cd <br />Cd <br />0 <br />N <br />N <br />to <br />N <br />Q <br />0 <br />to <br />M <br />Cy <br />cm <br />N <br />N <br />U <br />J <br />} <br />Q <br />7C <br />cc <br />U <br />a <br />W <br />o <br />a <br />Qcc <br />ccJ <br />W <br />z <br />oac <br />> <br />> <br />I- <br />J <br />0 <br />U <br />U <br />o <br />Q <br />DALE : <br />0&2"2 <br />SCALE : <br />AS NOTED <br />DRAWN BY: <br />BV <br />AU70CAD FILE NAME <br />'t m <br />ENGINEER OF RECORD <br />DANSCO <br />P.A. <br />SHEET DESCRIPTION : <br />ROOF FRAMM W <br />PLAN <br />o <br />CC) to <br />ccil® <br />ECa <br />iiom <br />