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12 <br />5 <br />SIDING <br />NVEN <br />-Kim <br />REAR ELEVATION 114" = 1 ' <br />LEFT ELE VA TION 114 <br />4" BAND <br />BAND <br />CONTINUOUS RIDGE VENT <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 />• -.ad 2.5 <br />12 <br />L� <br />1'-0' <br />1 <br />TRUSS END DETAIL <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 ff <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 PURUNS FOR A PIGGYBACK CONDITION. <br />2) BOTTOM CHORD PERMANENT BRACING IN THE FORM OF <br />PURUNS 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 />HMCAFF CHApf <br />4L - HUS 26 (SIMPSON) <br />- HGUS28-2 (SIMPSON) <br />A L - HGUS28-3 (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) 1Od <br />— <br />TA — 20 <br />USP <br />(8) 1Od <br />REFER TO ENG <br />PACK FOR <br />CONNECTION — <br />CJ3 <br />0 <br />i <br />CJ1 <br />U <br />U <br />1 —0 44 2'_0" <br />TYPICAL 5' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />ROOF DET <br />REFER TO ENG <br />PACK FOR <br />CONNECTION — <br />CJ5 <br />CJ3 <br />LO <br />U <br />II II <br />1'-0 2'-0" <br />TYPICAL 7' SETBACK <br />CORNERSE-r LABELING <br />AND SPACING <br />AIL 114 = 1' <br />CG <br />C1 <br />C1 <br />AG <br />A <br />A <br />A <br />Al <br />Al <br />Al <br />Al <br />Al <br />Al <br />A2 <br />A4 <br />A6 <br />A8 <br />A10 <br />Al2 <br />A14 <br />A15 <br />131 <br />B2 <br />B3 <br />B4 <br />B5 <br />D1 <br />CJ5 <br />CJ3 <br />CJl <br />35' <br />26' <br />9' <br />N <br />N <br />N <br />N <br />. . . . _. <br />. . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . <br />...... <br />..................................----..----.-----.--... <br />------------- - - - -- <br />N. . . . . . . . . . . . . . . . . . . . . . . . . . <br />............................. <br />------------------------------ <br />. . . . . . . . . . . . . . . . . . . . . . . . - <br />................ <br />. . . CV . . . . . . . . . . . <br />. . . . . . . . . . . . - - - - - - <br />DD- SPACE--- <br />------------------- <br />--------------------------- - - - - -- <br />N. . . . . . . <br />. . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . <br />:. <br />. . . . . . . . . . . . . . . . . . . . . . <br />-- -- ............... <br />HUS26 <br />HUS26 <br />\LJ <br />U <br />HUS2p6 <br />I <br />HUS26 <br />I <br />00 <br />w <br />CJ5 <br />o CJ3 <br />CJ1 <br />roaDo 0o u� ro � —� —� —� v)-7 U U U <br />W <br />LUS24 <br />\CJ5S <br />LUS24 <br />J3S <br />or .. Cl) uO r` r` rl- r- In ch ., y <br />U U U W W W W U U U <br />20' 12' <br />32' <br />TRUSS ANCHORS TR US S LAYOUT A 1 /4 " = 1 ' <br />TRUSS TO BILK 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) US 20 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 />EJ2 <br />M <br />CJl <br />v <br />N <br />RIGHT ELEVATION 1/4" = 9' <br />