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LOADING CRITERIA <br />I: <br />b <br />LO <br />0. <br />J08 <br />J07 <br />J04 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J04 <br />J07 <br />J08 <br />47'4" <br />U <br />U <br />M � "t w d <br />N O M CO d' N �- r M M rl- O r M 0 i` LO � ap <br />Q a <br />Q Q a Q a< a a Q a Q Q Q Q Q Q -� -5 <br />22' 7'4" <br />47'4" <br />Hanger Schedul <br />Simpson HGUS28-3 <br />Simpson HUS28 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />-� <br />7) <br />Qty <br />1 <br />5 <br />18' <br />J08 <br />J07 <br />J05 <br />J02 <br />J02 <br />J02 <br />J02 <br />J02 <br />J02 <br />J02 <br />J02 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J01 <br />J03 <br />A18G <br />J07 <br />J08 <br />O <br />LO <br />�pfl'N W <br />STAI E Of <br />N [I T I C E <br />i <br />APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATI❑N CAN <br />BEGIN, VERIFY ALL SPANS, PITCHES, OVERHANGS, ELEVATI❑NS, DETAILS AND <br />BEARING C❑NDITI❑NS, THESE ARE IMP❑RTANT AS THE TRUSSES WILL BE BUILT <br />IN ACCORDANCE WITH THE INF❑RMATI❑N SHOWN, <br />APPROVED BYE A�b <br />ROOF <br />FLOOR <br />TOP CHORD LIVE LOAD <br />20 <br />40 <br />p.s.f. <br />TOP CHORD DEAD LOAD <br />10 <br />10 <br />p.S.f. <br />BOTTOM CHORD LIVE LOAD <br />0 <br />0 <br />p.S.f. <br />BOTTOM CHORD DEAD LOAD <br />10 <br />5 <br />p.s.f. <br />TOTAL LOAD <br />40 <br />55 <br />.S.f. <br />DURATION FACTOR <br />1.25 <br />1.00 <br />BUILDING CODE FBC 2017 RES <br />WIND LOAD TYPE MVWFRS <br />WIND STANDARD ASCE 7-10 <br />WIND SPEED 140 m.p.h. <br />WIND USAGE Residential - CAT II <br />BUILDING TYPE Closed <br />BUILDING EXPOSURE B <br />NOTE <br />IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR <br />ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES <br />TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS <br />ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT <br />AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE <br />MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT <br />PRIOR TO FABRICATION. <br />THIS COMPANY IS ATRUSS MANUFACTURER WHOSE <br />RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA <br />1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS <br />ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION <br />DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND <br />BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. <br />APPROVED TRUSS ANCHOR BY BUILDER <br />2x4 MINIMUM TOP AND BOTTOM CH❑RDS <br />PLUMB CUT OVERHANG <br />12 <br />5 <br />2x4 <br />HEEL <br />2.5 <br />8of 12 <br />1.33 B R G , <br />UNLESS NOTED <br />❑THERWISE <br />TYPICAL TRUSS END <br />WARNING <br />CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS <br />NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE <br />MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING <br />TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE <br />REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO <br />PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND <br />PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC <br />APPLICATIONS. SEE "BRACING WOOD TRUSSES COMMENTARY AND <br />RECOMMENDATIONS" (HIB-91) FOR FURTHER INFORMATION. <br />TRUSSES SHALL BE INSTALLED IN ASTRAIGHT AND PLUMB <br />POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP <br />AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED <br />ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH <br />REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR <br />PERSONAL INJURY. <br />ATTENTION <br />"APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY <br />BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, <br />PITCHES, OVERHANGS, ELEVATIONS, & BEARING <br />CONDITIONS. ACCEPTANCE OF THIS LAYOUTASSUMES <br />TOTAL RESPONSIBILITY. THE TRUSSES WILL BE BUILT <br />IN ACCORDANCE WITH THIS LAYOUT" <br />APPROVED BY: <br />DATE: <br />HITEK TRUSS <br />6179 Nature Coast Blvd. SKI <br />Brooksville, FL 34602 /;twe are cutting edge! <br />352-797-0877 <br />Fax 352-797-0277 <br />hitektruss@maiLcom <br />CUSTOMER <br />Don Brown <br />JOB NAME <br />Premier <br />DATE! <br />???„ F L, <br />SCALE LDATE DRAWN BY <br />19 BDS <br />JOB NUMBER <br />Q1428 <br />