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11-01 <br />16 <br />2 ,0 <br />1�Y�ICAr 7' S��I3ACK <br />CO�N��5�1' �AI3�IrING <br />ANb 5PACIN6 <br />5HIN6I.� P\\'00F <br />FLM ( <br />GARAGE RIGHT <br />_1 2,5 <br />12 <br />Fainted end Mark <br />2'SIMLUMBER <br />O.0 MAX <br />IN LINE W1714 JACKS <br />DROPPED FLAT TOPS <br />OF HIPS FOR FRAMI <br />(GIRDER NOT DROPP D) <br />TRUSSES AFTER DROP e 1 1/2' <br />16d GUN NAILS <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 />A11 G <br />LEFT <br />2520 <br />MGT <br />1 <br />4200 <br />22-1 Od & 5/8 it ATR W 5" EMBED & SIMPSON SET EPDXY <br />RIGHT <br />2520 <br />MGT <br />1 <br />4200 <br />22-1Od & 5/8" ATR W/5" EMBED & SIMPSON SET EPDXY <br />B6G <br />LEFT <br />1280 <br />MTS18 <br />2 <br />1720 <br />28-10d x 3 <br />RIGHT <br />1280 <br />LPTA <br />1 <br />1535 <br />15-10d x 1 1 2" <br />C1 G <br />LEFT <br />773 <br />LPTA <br />1 <br />1535 <br />15-10d x 1 1 2' <br />RIGHT <br />1129 <br />MTS18 <br />2 <br />1720 <br />2 —10d x 3'1 <br />D1G <br />FRONT <br />1000 <br />LPTA <br />1 <br />1535 <br />15-10d x 1 1 2 <br />REAR <br />1000 <br />HUS26-2 <br />1 <br />1235 <br />8-16d <br />743 <br />M TS 18 <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP LPTA OR EQUAL FOR MASONARY SIMPSON HC10 FOR FRAME: HUS26 FOR <br />MASONRY; SIMPSON MTS18 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHER WISE NOTED <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />LPTA <br />1 <br />1535 <br />15-1Od X 1 1 2 <br />TIMBER <br />HC10 <br />1 <br />990 <br />16-8d X <br />HUNG <br />HUS26 <br />1 1 <br />1286 <br />20-10d X 3 <br />USP LUMBER CONNECTORS, HUGHES, SEMCO <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 />i -411 141-011 24' -811 <br />T -01 1 2' _01 I i �O.l � 12'-0'' 7 1 01 I <br />V% n 0 <br />PLT. HT. ® 12'-8 11 /16" <br />ROOF FRAMNG PLAN qpcw <br />LATEST DATE : <br />IN PROCESS <br />REVISION DATE <br />DESCRIPTION <br />08/27/03 <br />07/20/04 <br />E. W.O. #1371 <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />STANDARD BUILDING CODE, SECTION 1606 FOR 110 MPH WIND <br />ZONE (1997 EDITION). <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL POR11ON OF THIS <br />DRAWING ONLY. <br />■ = <br />vis <br />PAX 815-$9.#B:. 0 <br />400 AH.NATOII AVE EAST, 0J9YA6, R. W <br />x� <br />La�4 <br />IL <br />W <br />_LL <br />? <br />m <br />ci%z5 <br />LU <br />A <br />is <br />a <br />�(L <br />Z <br />a: <br />ac <br />� <br />» <br />0 <br />Cd <br />ad <br />ad <br />06 <br />0j <br />Q <br />o° <br />r <br />N <br />IO <br />0)m <br />1 <br />10 <br />� <br />N <br />J <br />Q <br />U <br />W <br />Q <br />W <br />-I&IW <br />J <br />O <br />V <br />W <br />O <br />V <br />J <br />O <br />1— <br />DATE <br />RELEASE DATE <br />SCALE : <br />AS NOTED <br />DRAWN BY <br />MT <br />AUTOCAD FlLE NAME <br />1991 <br />ENGINEER OF RECORD <br />DANSCO <br />ENGINEERING, P.A. <br />SHEET DESCRIPTION : <br />FLOOR TRUSS <br />LAYOUT 'B' <br />I 'I''-11 1 F, I IiT�I�1�i'i'T.IG <br />7�:T-j <br />