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O <br />I 1-01 <br />16 -- <br />2'-0 <br />�ICAL �' S��ACK <br />CO�N��5�1" �AU�I.ING <br />ANP 5FACING <br />P�M I <br />5HIN6I.� P11,00F <br />GARAGE RIGHT <br />2 2.5 <br />Faini,-J �nJ Mark <br />DUE TO DEFLECTI❑N <br />DIFFERENTIAL <br />(SEE STR❑NGBACK LETTER <br />IN ENG, PACK) <br />2Xf STICK LUMBER <br />24 O.0 MAX <br />IN LINE WITH JACKS <br />DROPPED FLAT TOPS <br />OF HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />TRUSSES AFTER DROP 2 1 1/2' <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" ATR W/5" <br />EMBED & SIMPSON SET EPDXY <br />RIGHT <br />2520 <br />MGT <br />1 <br />4200 <br />22-1Od & 5/8' ATR W/5" <br />EMBED & SIMPSON SET EPDXY <br />B6G <br />LEFT <br />1280 <br />MTS18 <br />2 <br />1720 <br />28-1Od x 3 <br />RIGHT <br />1280 <br />LPTA <br />1 <br />1535 <br />15-1Od x 1 1 " <br />C1 G <br />LEFT <br />773 <br />LPTA <br />1 <br />1535 <br />15-1 Od x 1 1 Z2" <br />RIGHT <br />1129 <br />MTS18 <br />2 <br />1720 <br />28-1Od x " <br />D1 G <br />FRONT <br />1000 <br />LPTA <br />1 <br />1535 <br />15-1 Od x 1 1 2 <br />REAR <br />1000 <br />HUS26-2 <br />1 <br />1235 <br />8-16d <br />743 <br />MTS18 <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 1 1 2 <br />HUNG <br />HUS26 1 <br />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 />16d GUN NAILS <br />ATTENTION! <br />A SPREADER BAR IS RECOMMENDED <br />WHEN INSTALLING TRUSSES. <br />ALL INTERIOR BEARING WALLS <br />SHOULD BE IN PLACE PRIOR TO <br />INSTALLING TRUSSES. <br />ALL PERMANENT BRACING <br />SHOULD BE IN PLACE PRIOR TO <br />LOADING TRUSSES. (i.e. SHEATHING, <br />SHINGLES, ETC.) <br />\1 j <br />�0' -0 <br />141 14, -01 <br />-OI I 2' -011 -/ li l 12' -01 1 <br />1 /4" = 1'-0" <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 />�1 <br />Q <br />G <br />04 <br />0 <br />m <br />J <br />7 <br />, <br />avis <br />SAX 818-"#*^Itl00 <br />100 AlilI8T0N AYE M, OL09 K FL 30 <br />N <br />® f1- <br />°o' <br />z <br />U- <br />W <br />W <br />a <br />�z <br />2� <br />qW <br />S <br />w <br />o� <br />O <br />Z <br />u: <br />IC <br />U; <br />R6 <br />I c <br />O <br />61 <br />ad <br />0 <br />aj <br />Cd <br />P <br />W <br />m <br />N <br />10 <br />of <br />to <br />J <br />N <br />U <br />J <br />a <br />} <br />m <br />V <br />JW <br />Q <br />W <br />O <br />( <br />8 <br />8 <br />J <br />� <br />Q <br />DATE <br />RELEASE DATE <br />SCALE <br />AS NOTED <br />DRAWN BY: <br />MT <br />AUTOCAD FILE NAME <br />1991 <br />ENGINEER OF RECORD <br />DANSCO <br />ENGINEERING, P.A. <br />SHEET DESCRIPTION : <br />FLOOR TRUSS <br />LAYOUT 'A' & •S' <br />AA- <br />