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40'-0" <br />5-3" <br />63"x11" <br />FRONT ELEVATION A 1/4" _ >' <br />REG. MOLD. 4X7" 2X4" <br />- - - WINDOW SILL WINDOW TRIM <br />2.00 <br />0 <br />offi.00 <br />2400 —H- <br />1.00 <br />�4.00 <br />REARELE VA TI0NCONTINUOUS RIDGE VENT (TYPICAL) <br />RIGHT ELEVATION <br />12 <br />6 <br />LEFT ELE VA. TION <br />CONTINUOUS RIDGE VENT (TYPICAL) <br />4'-0" f� <br />0 <br />I <br />I N <br />48"x24"x18" <br />12 <br />6 <br />C <br />rc <br />15'-4" 24'-8" <br />U <br />U <br />U <br />U <br />U <br />U <br />CD <br />i <br />7� <br />FEJ7 <br />J1 <br />CJ1 <br />J3 <br />CT:; <br />7,T <br />Citi <br />A01 <br />R=4159 <br />U=1522 <br />02 <br />A03 <br />A04 <br />A05 <br />o <br />I <br />N <br />CV <br />A06 <br />A07 <br />o <br />I <br />N <br />pp <br />o <br />Q <br />O <br />I <br />N <br />CO <br />A09 <br />rAl 0 <br />I <br />N <br />All <br />Al2 <br />A13 <br />VK7 <br />A14 <br />A15 <br />V2 <br />B1 <br />V1 <br />IZ'- <br />KNFFWALL <br />Cl <br />B215 <br />\MVK3 <br />�DlG <br />MVK <br />C26 <br />oo <br />EJ3 C <br />CJ 0 <br />J101,1 <br />co E 5 <br />6,-8" <br />12'-8" <br />TRUSS ANCHORS <br />TRUSS TO BILK WALL CALCULATED FOR WORST CASE SCENERIO (1) USP <br />TA nn Inn rn11Al \ rA-1 rkln — I 1 111, ... //o\ — AI All [ <br />`"' <br />Ln <br />J5 <br />EJ7 <br />CJ 0 <br />J1 <br />J3 <br />00 <br />J3 <br />J1 <br />3 <br />-) <br />J <br />U <br />20 <br />-8 <br />TRUSS LAYOUT A 1/4"=1' <br />REFER TO ENG <br />PACK FOR <br />CONNECTION <br />CJ 3 <br />0 <br />in <br />CJ 1 CJ <br />r� <br />U <br />1'-0 1 <br />1'-0 4" <br />2'-0" <br />TYPICAL 5' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />R00F DETAIL <br />REFER TO ENG <br />PACK FOR <br />CONNECTION — <br />CJ5 <br />CJ3 <br />u7 <br />U <br />U <br />7) <br />U <br />11 <br />IL- <br />4 2'-0" 2'-0" <br />TYPICAL 7' SETBACK <br />CORNERSEf LABELING <br />AND SPACING <br />/4 1' <br />EACH STRAP F6R�(1) PLY OR HIP GIRDER,vUSE (2) USVYA267ACH�v <br />END FOR (2/3) PLY GIRDER USE (2) USP TA20 EACH END FOR GABLE <br />END TRUSS, USE (1) USP TA20 OR EQUAL UNLESS NOTED OTHERWISE <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 ppersonal injury. Refer to truss engineering <br />for connection and bracin 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 />SPECIAL NOTE <br />ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL <br />BE RESPONSIBLE FOR THE ENGINEERING DESIGN AND <br />COST OF THE REQUIRED REPAIR. <br />WARNING !! <br />A SPREADER BAR IS REQUIRED TO PROPERLY SET <br />TRUSSES ON THIS BUILDING. REFER TO HIB 91 <br />SUMMARY SHEET OR CALL (941)665-9001 FOR <br />INFORMATION. <br />TRUSS BRACING <br />1) THE TOP CHORD PERMANENT BRACING IN THE <br />FORM OF SHEATHING, OR PURLINS FOR A PIGGYBACK <br />CONDITION. <br />2) BOTTOM CHORD PERMANENT BRACING IN THE FORM <br />OF PURLINS ONLY IN AREAS WHERE THE DRYWALL <br />WILL NEVER BE ATTACHED. THIS CAN OCCUR WHEN A <br />BOTTOM CHORD IS CONCEALED BY A "FILLER" BOTTOM <br />CHORD SECTION OR "FALSE" BOTTOM <br />3) ALL PERMANENT WEB BRACING AS SPECIFIED BY <br />THE INDIVIDUAL TRUSS DESIGN DRAWING. <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) 1Od <br />— <br />TA — 20 <br />USP <br />(8) 1Od <br />