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I _LLL <br />FRONT ELEVATION B 1/4" -1 <br />REAR ELEVATION B 114 = 1 ' <br />12 <br />5 <br />RIGHT ELEVATION B 1/4" = 1 " <br />12 <br />51"--� <br />on <br />on <br />an <br />LEFT ELEVATION B 114 = 1 ' <br />FIELD NKIIG is not the responsi*ty of the truss fabricator, <br />SPECIAL NOTE <br />truss designer, or plate manufacturer. Persons erecting trusses <br />ANY PARTY Vh0 CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE <br />FOR THE ENGINEERING DESIGN AND COST OF THE REOUIRED REPAIR. <br />are cautioned to seek professional advice regnrdrg temporary <br />and erection bracts atich is always required to prevent topplig <br />VARNING <br />and dmnoirg ding erection and permanent brnCiV which may <br />A SPREADER BAR IS REQUIRED TO PROPERLY SET TRUSSES ON THIS <br />BUILDING. REFER TO HIB 91 SUWARY SHEET OR CALL (941M65-9001 <br />be required inspecific appkations Trusses shall be erected <br />FOR 11VIrORMATION <br />vd fastened n a s t and umb <br />tragh pl posmton Vhere no direct <br />top chord shn#n is applied, trusses must be braced at 24' <br />TRUSS BRACING <br />on center rtxn^ Vhere no direct bottom chard sheathing is <br />T) THE TOP CHORD PERMANENT BRACING IN THE FORM <br />applied, trusses must be braced at IW-T on center main A <br />OF SHEATHING, OR PURl1NS FOR A PIGGYBACK CONDITION. <br />Trusses must be handed wth extreme care erection to <br />durmrg <br />2) BOTTOM CHORD PERMANENT BRACING IN THE FORM OF <br />PURUN$ ONLY IN AREAS WHERE THE DRYWALL WILL NEVER BE <br />prevent damage or personal injury. Refer to truss engnPerng <br />ATTACHED. THIS CAN OCCUR WHEN A BOTTOM CHORD IS CONCEALED <br />for comecton and bracing requirenents These calculations are <br />BY A 'FILLER' BOTTOM CHORD SECTION OR 'FALSE' BOTTOM <br />in order for the EICKER OF REURD to adequately <br />3) ALL PERMANENT WEB BRACING AS SPECIFIED BY THE <br />REG. MO <br />for connection and integration of the roof assembly to <br />INDIVIDUAL TRUSS DESIGN DRAWING. <br />4.5x8.5' <br />thoi giDDorti+g structure. Desgners of suppartng connections <br />SQELY responsble far the ntegrity of then <br />���„-, �,�,� <br />H AF <br />4 5 <br />�� <br />product <br />p9 <br />T ses remain our property unti paid for in full Truss layouts <br />1 <br />emgr" may not be reproduced inpart or infull under <br />d N = HUS 26 C S I MPS ❑ N ) <br />.99 <br />urcuutances. <br />3-77 <br />HOUS28-2 (SI MPS❑N) <br />t.80 <br />Q <br />ROVED TRUSS ANCHOR BY BUILDER <br />A= H G U S 2 8- 3 C S I M P S❑ N) <br />1.00 1. <br />B CUT OVERHANG <br />FOAM DE T �L& HEIGHT = 2x4 STD 12 <br />BOTTOM = 2x4 MIN s <br />TOP = 2x4 MIN <br />J 0 1-17025 <br />TRUSS END DETAIL <br />REFER TO ENG <br />PACK FOR <br />CONNECTION — <br />CJ3 <br />0 <br />1 <br />CJ1 / <br />TYPICAL 5' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />ROOF 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 />REFER TO ENG <br />TYPICAL 7' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />114"=>' <br />TRUSS ANCHORS TRUSS LA YO U T B 114 " = 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 FOR (1) PLY OR HIP GIRDER, USE (2) USP TA20 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 />REV DATE <br />1 — <br />2 <br />3 — <br />4 <br />U <br />o <br />0 <br />Z <br />Fr <br />Z <br />a <br />LLJ <br />w <br />Y Q <br />LLJCn <br />- <br />z <br />a! <br />8 <br />z8 04 <br />Z <br />g^M <br />LLJ <br />��z <br />z <br />F- <br />w <br />X <br />LL <br />0 <br />�pp=w <br />Q <br />N <br />O <br />p O> <br />O ¢ T <br />U <br />W_ o <br />U <br />of: <br />`" <br />a <br />E� <br />U <br />O Z H m <br />how_ <br />V) <br />a cWi 3 <br />V 1 <br />T <br />O <br />w <br />w <br />w <br />C\,2 <br />w <br />� <br />� <br />� <br />w <br />N <br />W <br />� <br />W <br />LO <br />O <br />Cy-) <br />� <br />O <br />C/) <br />O <br />o <br />�o <br />A <br />J C/) M <br />' (T��JS W ly <br />` v 0 <br />O Y <br />n LL J <br />N <br />r� O <br />DRAWN <br />CAM <br />CHECKED <br />u CL <br />DATE <br />7-16-15 <br />SCALE <br />NOTED <br />JOB No. <br />7117 1 J SHEET <br />PLANS DESIGNED & ENGINEERED 2 <br />IN ACCORDANCE w/ <br />FLORIDA BUILDING CODE 2014 <br />