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50,— 0" <br />TRUSS LAYOUT A 114" = 1 ' <br />FIELD BRACING is not the responsibility of the truss fabricator, <br />truss designer, or plate manufacturer. Persons erecting trusses <br />are cautioned to seek professional advice regarding temporary <br />and erection bracing which is always required to prevent toppling <br />and dominoing during erection, and permanent bracing which may <br />be required in specific applications. Trusses shall be erected <br />and fastened in a straight and plumb position. Where no direct <br />top chord sheathing is applied, trusses must be braced at 24" <br />on center maximum. Where no direct bottom chord sheathing is <br />applied, trusses must be braced at 10'-0" on center maximum. <br />Trusses must be handled with extreme care during erection to <br />prevent damage or personal injury. Refer to truss engineering <br />for connection and bracing requirements. These calculations are <br />supplied in order for the ENGINEER OF RECORD to adequately <br />provide for connection and integration of the roof assembly to <br />the supporting structure. Designers of supporting connections <br />are SOLELY responsible for the integrity of their product. <br />Trusses remain our property until paid for in full. Truss layouts <br />and engineering may not be reproduced in part or in full under <br />any circumstances. <br />APPROVED TRUSS ANCHOR BY BUILDER <br />PLUMB CUT OVERHANG <br />HEEL HEIGHT = 2x4 STD. <br />BOTTOM = 2x4 MIN. <br />TOP = 2x4 MIN. <br />-.MW 2.5 <br />12 <br />V—O" <br />TRUSS END DETAIL <br />12 <br />5PPP,' <br />SPECIAL NOTE <br />ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE <br />FOR THE ENGINEERING DESIGN AND COST OF THE REQUIRED REPAIR. <br />WARNING !! <br />A SPREADER BAR IS REQUIRED TO PROPERLY SET TRUSSES ON THIS <br />BUILDING. REFER TO HIB 91 SUMMARY SHEET OR CALL (941)665-9001 <br />FOR INFORMATION. <br />TRUSS BRACING <br />1) THE TOP CHORD PERMANENT BRACING IN THE FORM <br />OF SHEATHING, OR PURLINS FOR A PIGGYBACK CONDITION. <br />2) BOTTOM CHORD PERMANENT BRACING IN THE FORM OF <br />PURLINS ONLY IN AREAS WHERE THE DRYWALL WILL NEVER BE <br />ATTACHED. THIS CAN OCCUR WHEN A BOTTOM CHORD IS CONCEALED <br />BY A "FILLER" BOTTOM CHORD SECTION OR "FALSE" BOTTOM <br />3) ALL PERMANENT WEB BRACING AS SPECIFIED BY THE <br />INDIVIDUAL TRUSS DESIGN DRAWING. <br />HANG�p CHMT <br />4�, = <br />HUS 26 <br />(SIMPSON) <br />A = <br />HGUS28-2 <br />(SIMPSON) <br />HGUS28-3 <br />(SIMPSON) <br />d a = <br />LUS24 <br />(SIMPSON) <br />I► = <br />HUS 28 <br />(SIMPSON) <br />STRAP / NAILING SCHD <br />QTY <br />STRAP <br />MFG. <br />NAILING <br />— <br />HUS 26-2 <br />SIMPSON <br />(4) 12d <br />— <br />RT — 18 <br />USP <br />(4) 10d <br />— <br />TA — 20 <br />USP <br />(8) 10d <br />REFER TO ENG <br />PACK FOR <br />REV <br />y <br />DATE <br />I <br />CONNECTION <br />REFER TO ENG <br />PACK FOR <br />2 <br />- <br />CONNECTION <br />CJ 3 � <br />VJ5 <br />3 <br />4CJ1 <br />U <br />1 —0 <br />4" <br />2,-0, <br />14- <br />. <br />TYPICAL 5' <br />SETBACK <br />CORNERSET <br />LABELING <br />AND SPACING <br />ROOF <br />DETAIL <br />U <br />4" <br />2'-0" 2'-0" <br />TYPICAL 7' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />Ua <br />0 <br />Z <br />0 <br />C3Z <br />zw <br />Q <br />Y <br />Q <br />J <br />m <br />� <br />W <br />W <br />J <br />LL <br />z <br />_z <br />V <br />g <br />w `c^$ Z <br />o <br />z <br />W <br />V) <br />w r- <br />2 <br />�- <br />V-) <br />0 <br />o��W <br />8rnaa <br />v <br />3 <br />Q <br />¢ <br />LLI <br />0 m � <br />U <br />� <br />c <br />U <br />0 z E <br />c O L <br />G <br />Ln <br />v a U <br />V 1 <br />O <br />C' J <br />O <br />O <br />r <br />fir^^ <br />DRAWN <br />CAM <br />CHECKED <br />CL <br />DATE <br />9-22-14 <br />SCALE <br />NOTED <br />JOB No. <br />06043 <br />If <br />9/2-91q- <br />PLANS DESIGNED & ENGINEERED <br />IN ACCORDANCE w/ <br />FLORIDA BUILDING CODE 2010 <br />SHEET <br />