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FRONT ELEVATIOA' B 1/4"=1' <br />12 <br />�5 <br />REAR ELE VA TION B 114 " _ 1' <br />CONTINUOUS RIDGE VENT (TYP) <br />LEFT ELEVATIONB 11411 _ > <br />RIGHT ELEVATION B <br />114 _ 1' <br />CONTINUOUS RIDGE VENT <br />El <br />REG. MOLD. <br />4.5X8.5" <br />h <br />0.94 <br />1.99 <br />u7 <br />00 3.77 <br />1.80 <br />I. <br />.41J 1.00 <br />FOAM DETAIL <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 104' 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 5 12 <br />BOTTOM = 2x4 MIN <br />TOP = 2x4 MIN _ <br />• -.Wd 2.5 <br />12 <br />I'-0" <br />TRUSS END DETAIL <br />REFER TO ENG <br />PACK FOR <br />CONNECTION <br />CD <br />CJ3 A/h <br />0 <br />I <br />Ln <br />CJ1 CJ <br />U <br />U <br />1 —0 4 <br />2 —0 <br />TYPICAL 5' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />12 ROOF DETAIL <br />�5 <br />12 <br />�5 <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 11 <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 CHXT <br />A N = HUS 26 (S I MPS❑N) <br />= HGUS28-2 (S I MPS❑N) <br />HGUS28-3 (S I MPS❑N) <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) 10d <br />REFER TO ENG <br />PACK FOR <br />CONNECTION — <br />i <br />CJ5 <br />CJ 3 A <br />U <br />U <br />7) <br />U <br />4,, 2 —0" * 2'-0" <br />TYPICAL 7' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />TRUSS ANCHORS T lL US S LA YO UT B <br />TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) USP <br />TA 20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/ 8) 10d NAILS <br />0 EACH STRAP FOR (1) PLY OR HIP GIRDER, USE (2) USP A20 EACH <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 />7 /4 " =1 ' <br />