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12 <br />5 <br />11 a IF10 <br />I o■■o■■�o <br />HAND RAIL IIII'lllll IMMI.'� _.. � ..FEE <br />FRONT ELEVATION B 114 " -1 ' <br />REAR ELEVATION 114" _ 1 ' <br />RIGHT ELEVATION 1/4" = 1, <br />12 <br />5� <br />LEFT ELEVATION 114 " _ > ' <br />4" STUCCO <br />BAND <br />CORBEL DETAIL <br />2" <br />CONTINUOUS RIDGE VENT (TYPICAL) <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. Vhere no direct <br />top chord sheathing is applied, trusses must be braced at 24' <br />on center maximum, Vhere 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 511111017 <br />1 <br />PLUMB CUT OVERHANG <br />HEEL HEIGHT = 2x4 STD. <br />BOTTOM = 2x4 MIN. <br />TOP = 2x4 MIN. <br />-.Md 2.5 <br />12 <br />N <br />TRUSS END DETAIL <br />CONTINUOUS RIDGE VENT (TYPICAL) <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 />HMCZ V CWU <br />AL = HUS 26 (SIMPSON) <br />\ = HGUS28-2 (SIMPSON) <br />A k = HGUS28-3 (SIMPSON) <br />STRAP / NAILING SCHD <br />CITY <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 />CONNECTION — <br />REFER TO ENG <br />PACK FOR <br />CONNECTION CJ5 <br />CJ3 ��h CJ3 <br />o v7 <br />I U <br />in <br />CJ1 v 'CJ1 <br />U <br />1'-0 4 2' -0" 1'-01 <br />TYPICAL 5' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />ROOF DETAIL <br />7) <br />'4 I <br />2'-0" * 2'-0" 4 <br />TYPICAL 7' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />/4 " _ 1 ' <br />12 <br />�5 <br />TRUSS LAYOUT B 1/4" <br />TRUSS ANCHORS <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 />O EACH STRAP F (1) PLY OR HIP GIRDER, USE (2) USP T O 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 />