Laserfiche WebLink
16 <br />2' -01 1 <br />FICA. �' S��13ACK <br />COf?N��5�1" �A��LING <br />ANb 5PACIN6 <br />5HIN6I.� P\OOF <br />GARAGE RIGHT <br />2 25 <br />Pairr�- end Mark <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRONGBACK LETTER <br />IN ENG, PACK) <br />2X} STICK LUMBER <br />24 O.0 MAX <br />IN LINE WI14 JACKS <br />DROPPED FLAT TOPS <br />OF HIPS FOR FRAM I <br />(GIRDER NOT DROPP D> <br />TRUSSES AFTER DROP e 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 it ATR W/5" <br />EMBED & SIMPSON SET EPDXY <br />RIGHT <br />2520 <br />MGT <br />1 <br />4200 <br />22-1 Od & 5/8" ATR W/5" <br />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 Z2" <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 />28-10d x 3" <br />D1 G <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 />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 />15-10d X 1 1 2' <br />TIMBER <br />HC10 <br />1 <br />990 <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 />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 />18d GUN NAILS <br />ATTENTIONI <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 />/m <br />11-011 - 2'-011-011 12'-011 <br />1 /4" = V-0" <br />LATEST DATE : <br />IN PROCESS <br />REVISION DATE <br />DESCRIP11ON <br />08/27/03 <br />07/20/04 <br />E.W.O. #1371 <br />0)m <br />t <br />....davis <br />.......... <br />TES'`��'�i!1.��'�2�rt±'f�It�GF'" <br />SAX 815-82�00 <br />400 AAWON AVE EAST, OL08W1A, H. 3W <br />CV <br />l; <br />Cn <br />CA <br />a <br />10 <br />z <br />C� =X <br />ziq 1jj e <br />z <br />z °� m <br />Lt 'N <br />Cri <br />s <br />U N <br />m� <br />x� <br />Z <br />IC <br />IC <br />Ic <br />� <br />LC <br />Cd03 <br />Cd <br />OInCd <br />Cm14 <br />It <br />W <br />m <br />0 <br />� <br />W <br />� <br />a <br />Q <br />N <br />� <br />U <br />J <br />} <br />rQ <br />V <br />J <br />W <br />IU <br />8 <br />8 <br />Q <br />v <br />qc <br />W <br />> <br />O <br />O <br />0 <br /><�< <br />J <br />O <br />O <br />0 <br />f- <br />Q <br />DATE <br />RELEASE DATE <br />SCALE : <br />AS (VOTED <br />DRAWN BY. <br />MT <br />AUTOCAD FILE NAME <br />ENGINEER OF RECORD <br />DANSCO <br />ENGINEERING, P.A. <br />SHEET DESCRIPTION : <br />FLOOR TRUSS <br />LAYOUT •A• & •S• <br />�5 A9, <br />