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LATEST DATE IN PROCESS DESCRIPTION <br />REVISION DATE <br />09/24/03 <br />a , <br />:0 0s <br />40'-0' <br />C1) A11) -- DROPPED GABLE <br />A <br />THIS WALL NOT USED AS BRG <br />D❑ NOT SHIM TRUSSES TO BEAR. <br />Al <br />z <br />W..................... <br />W <br />11'-0 1/2' <br />a <br />O <br /><1 <br />I 13 <br />�l <br />a <br />O <br />- <br />I <br />.W . <br />p <br />� <br />CD : <br />A2 <br />CD-00 <br />:� - <br />N <br />3/ 12 VAULTS <br />3/ 12 VAULT <br />I <br />- <br />—I <br />A 3 <br />II <br />CIDI <br />a <br />a <br />co <br />a <br />- - GABLE- A4 - <br />Q <br />Cd <br />I <br />Z a <br />`U <br />W � <br />C <br />a <br />(2) C1 <br />o <br />CI <br />2' -9" <br />2' -9" <br />°0 <br />00 <br />B 1 <br />I — of <br />C 1) C 2 <br />- - <br />z `D <br />Cd <br />1 D1 <br />MG11 <br />CU <br />Q <br />B2 <br />W <br />EJ2 <br />D2 <br />1) - B3 <br />U= 1000 _ <br />TOP OF COLUMN @ <br />9' -4 1 /2" A. F. F <br />- <br />- <br />- - <br />o <br />I <br />Ir <br />rN <br />Q` <br />Ln <br />U <br />2'-9' <br />5'-10' <br />2,-9# <br />w <br />(y) <br />m <br />_ <br />_ <br />U <br />" <br />U <br />�Jdl <br />CJ3 <br />I CJ511 <br />I <br />I I <br />I <br />CJ3 CJ <br />8'-8' <br />20'-0' <br />40'-0' <br />ROOF FRAN G pLQN gVVP <br />1 /4" = 1'-0" <br />ROOF FRAMING NOTES: <br />1. SEE SHEET 53.1 FOR SHINGLE INFORMATION <br />AND INSTALLATION INSTRUCTIONS <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 />9-10d 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 />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 X <br />TIMBER <br />H010 <br />1 <br />950 <br />18-10d X 1 1 2" <br />HUNG <br />THD26 <br />1 1 <br />1 1520 <br />18-16d X <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 />PLYWOOD STRONGBACKS <br />RECOMMENDED <br />(SEE STRONGBACK LETTER <br />IN ENG, PACK) <br />3 X 10 <br />NAIL PLATE <br />CONNECTION — <br />SEE ENG, PACK <br />TYPICAL 7' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />TYPICRL WALL SECTION <br />❑ SAMUEL A. GR.EENBERG, P.E. *34245 <br />❑ IRWIN J. SENSON, P.E. 049155 <br />TO TF E BEST OF TIE EW4 ER'S KNOABXE AND BELIEF, THE <br />51F CTtPAL PLANS AND SPECIFICATIONS COMPLY WIN THE <br />FLORIDA 5111DW CODE, SECTION 1606 FOR 120 MPA 3 SECOND <br />CAST, EXPOW; 'B' UM ZONE r2MI EDITION. <br />THIS DRAM AND DESKN IS VALID FOR 12 MONTHS AFTER T+E <br />DATE IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR Ti E STRIIGTURAL PMION OF THIS <br />DRAWING: ONLY. <br />Cq <br />m <br />z <br />Q <br />a <br />Q <br />• <br />Q <br />r <br />o <br />a$ <br /><, <br />r ` <br />0 <br />z� <br />�a <br />w <br />ow <br />ci <br />�6 <br />XU <br />X. <br />Nr <br />0a <br />� <br />o <br />a <br />L <br />OQ U <br />Z <br />L� <br />L� <br />� <br />0 <br />C6 <br />Cd <br />C6 <br />Cd <br />C6 <br />f— <br />N <br />10 <br />Q <br />m <br />0) <br />M <br />N <br />N <br />J <br />T- <br />It <br />r <br />to <br />N <br />U <br />J <br />} <br />Q <br />U <br />a <br />W <br />in <br />In <br />Q <br />0 <br />¢ <br />¢ <br />—j <br />W <br />Z <br />J <br />Ca'3 <br />V <br />U <br />o <br />Q <br />DALE : <br />Ob-22-02 <br />SCALE : <br />AS NOTED <br />DRAYM BY <br />BV <br />AUTOCAD FILE NAME <br />IW2 <br />ENGINEER DANSCO cORD <br />P.A. <br />SHEET DESCRIPMON : <br />ROOF FRALIN •C• <br />PLAN <br />O <br />-.E_--_-! I I ._ <br />