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54'—A" <br />FRONT ELEVATION C <br />CONTINUOUS RIDGE VENT (TYPICAL) <br />114-1' <br />CONTINUOUS RIDGE VENT (TYPICAL) <br />12 <br />5 <br />REAR ELEVATION 114" = 1' <br />RIGHT ELEVATION 1/4" = i' <br />LEFT ELEVATION 114 " - 1 ' <br />16" RETURN <br />181 <br />• <br />WINDOW SILL <br />TRIM <br />5.00 <br />.25' SLOPE <br />4X7 <br />MN-0025 <br />3.99 Ln <br />7.04 <br />2.00�_ <br />N <br />1.00 <br />4 <br />.00 <br />r 3'-0" <br />'Pr If <br />cniI <br />36"x 18"x 12" <br />STONE DETAIL <br />11499_ 1J <br />16" RETURN <br />oC <br />I <br />18'-4" 11'-4" <br />5-8" <br />18'-8" <br />7'-0" 14'-0" <br />2'-0" <br />24 <br />0" <br />7'-0" <br />07 Ln <br />1 <br />U <br />U <br />U <br />U <br />C <br />. <br />. . . <br />. . . <br />• . • <br />Ln <br />M <br />1 <br />1 <br />C <br />i <br />U <br />U <br />00 <br />C� <br />...... <br />3 <br />C <br />Ln... .. <br />G <br />C J 3 <br />00 O <br />C <br />. . . . . . . . . <br />. . 1 <br />CJ5 <br />5 <br />co <br />. . . . . . . . . <br />. . 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F <br />I. . <br />XL <br />. . . . . . <br />.... <br />. .............. <br />�O . . <br />TN <br />... . <br />/Z <br />\ <br />C <br />5JC <br />- <br />I �4- <br />C <br />3 <br />... ... <br />... .. <br />C 2 <br />o... <br />... <br />........ <br />..... <br />... ... <br />........ <br />M Ln L Li 3 A C J 3 <br />R=8058 <br />B 4 <br />R=5621 <br />U U U o Q Q <br />o <br />U=1606 <br />B3 <br />U=1126 <br />C 1A 5 CJ A <br />� <br />B 3 <br />Q0 <br />Q <br />14'-7" U U <br />6'-6" <br />12'-3" <br />o <br />B 1 <br />10'-6" <br />33'-4" <br />CJ5 <br />CJ5 <br />TRUSS LA YO UT C 114 " = 1 ' <br />TRUSS ANCHORS <br />CJ3 <br />CJ3 <br />TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) USP <br />�1 <br />E 7 <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 TA20 EACH <br />J1 M Ln <br />Ln <br />U <br />M <br />C <br />1 <br />END FOR (2/3) PLY GIRDER USE (2) USP TA20 EACH END FOR GABLE <br />� <br />U <br />END TRUSS, USE (1) USP TA20 OR EQUAL UNLESS NOTED OTHERWISE <br />20'-8„ <br />U <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 S 12 <br />PLUMB CUT OVERHANG <br />HEEL HEIGHT = 2 x 4 STD, <br />BOTTOM = 2x4 MIN, <br />TOP = 2x4 MIN, <br />° I 2.5 <br />12 <br />lr� <br />j 1'-0" <br />N_ <br />TRUSS END DETAIL <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 />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 H <br />A SPREADER BAR IS REQUIRED TO PROPERLY SET TRUSSES ON THIS <br />BUILDING, REFER TO HIB 91 SUMMARY SHEET OR CALL C941)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 />REFER TO ENG <br />PACK FOR <br />CONNECTION — <br />REFER TO ENG <br />PACK FOR <br />CONNECTION <br />CJ5 <br />CJ 3 <br />CJ 3 � <br />1� <br />o <br />In <br />%n <br />U <br />CJ1 <br />CJ1 <br />U <br />U <br />110 4 1'-01 4 <br />2'-0" 2'-0" 2'-0" <br />TYPICAL 5' SETBACK TYPICAL 7' SETBACK <br />CORNERSET LABELING CORNERSET LABELING <br />AND SPACING AND SPACING <br />ROOF DETAIL 114 <br />BOND BEAM/ LINTEL <br />NAIL OSB TO- <br />2X4 BLOCKING <br />W/(2) 8d <br />EACH END <br />NAIL OSB <br />SHEATHIN( <br />2X4 ® E[ <br />MIN. 8d E <br />2X4 NAILED TO <br />MASONRY <br />W/MIN. 2-1/2" <br />CASE <br />HARDENED/ T- <br />NAILS ® 4" O.C. <br />WINDOW BUCK <br />ATTACHMENT <br />PER MFG. <br />ARCH/ELLIPSE/E YEBR 0 W <br />FRAME CONNECTION N. T.S. <br />NOT TO SCALE <br />