Laserfiche WebLink
4" BAND <br />F.F. I I- t�J _[L==4JL=J l L tL l I �- ...- - <br />SAND FINISHED (FACE ONLY) <br />I-�, FONT ELEVATION A 114" = 1' <br />12 <br />5 <br />SIDING <br />00 <br />REAR ELEVATION 114 = 1 <br />CONTINUOUS RIDGE VENT <br />LEFT ELL' VA TION 1 4 " = 1 ' <br />RIGHT ELEVATION 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 12 <br />BOTTOM = 2x4 MIN 5 <br />TOP = 2x4 MIN <br />12 <br />5 <br />f <br />c <br />TRUSS END DETAIL <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 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 />HM6G V CHAVT <br />4L = HUS 26 (SIMPSON) <br />\ = HCUS28-2 (SIMPSON) <br />A K = HCUS28-3 (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 />LISP <br />(4) 1Od <br />- <br />TA - 20 <br />LISP <br />(8) 1Od <br />REFER TO ENG <br />2'-0" 4 <br />TYPICAL 5' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />REFER TO ENG <br />PACK FOR <br />CONNECTION — <br />wrl) <br />��►��I���0�4y"!#A <br />v <br />'4 <br />2'-0" 2'-0" <br />TYPICAL 7' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />CG <br />C1 <br />C1 <br />AG <br />C1 <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 />B1 <br />DR <br />B3 <br />B4 <br />115 <br />Ell <br />CJ5 <br />CJ3S <br />CJ5 <br />Col <br />CJ3 <br />CJl <br />20 <br />12' <br />TRUSS ANCHORS TRUSS LAYOUT A 1 /4 " = 1 ' <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 F (1) PLY OR HIP GIRDER, USE (2) USP EACH <br />END FOR (2/3) PLY ORDER USE (2) USP TA20 EACH END FOR GABLE <br />END TRUSS, USE (1) USP TA20 OR EQUAL UNLESS NOTED OTHERWISE <br />