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12 <br />5 <br />El <br />HAND RAIL <br />wvff� 11111111 E E .. N [01 FE 1 M EN] I FE I <br />FRONT ELEVATION R I/4" = 1, <br />REAR ELEVATION I/4" = I' <br />RIGHT ELE VA TION 114 " = 1' <br />12 <br />5� <br />RIGHT ELE VA TION 114 " = 1' <br />4" STUCCO <br />BAND <br />CORBEL DETAIL <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. 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 in jury. 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 5 lj <br />PLUMB CUT OVERHANG <br />HEEL HEIGHT = z X 4 STD. <br />BOTTOM = 2x4 MIN, ,- <br />TOP = 2x4 MIN. <br />2.5 <br />12 <br />e e <br />1'-0" <br />N_ <br />TRUSS END DETAIL <br />CONTINUOUS RIDGE VENT (TYPICAL) <br />CJ <br />SPECIAL NOTE <br />ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE <br />FAR THE ENGINEERING DESIGN AND COST DF THE REQUIRED REPAIR, <br />WARNING Y <br />A SPREADER BAR IS REQUIRED TD PROPERLY SET TRUSSES UN THIS <br />BUILDING, REFER TU 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 CHMf <br />AL = HUS 26 (SIMPSON) <br />A k = HGUS28-2 (SIMPSON) <br />A �, = 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) 1 Cd <br />REFER TO ENG <br />PACK FOR <br />CONNECTION — <br />REFER TO ENG <br />PACK FOR <br />CONNECTION CJ5 <br />CJ3 of CJ3 1 <br />CJ1 j S <br />c�U <br />III II II �'I <br />11-41 <br />TYPICAL 5' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />ROOF DETAIL <br />L0 <br />3 <br />U <br />2'-0" � 2'-0" <br />TYPICAL 7' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />I/4"-1' <br />12 <br />�5 <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 />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 />TRUSS LAYOUT R I/499I9 <br />