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BASED , L = LUS 26 SIMPSON <br />ON 8-8 A.F.F. <br />i Total Truss Quantity = 95 <br />TRUSS NOTES: <br />THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS <br />ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF <br />TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS <br />MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP <br />DRAWINGS MUST BE REVIEWED AND APPROVED BY <br />DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD <br />PRIOR TO CONSTRUCTION. <br />TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL <br />SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS <br />NECESSARY DUE TO FINAL TRUSS DESIGN OR <br />CALCULATED REACTIONS. ALL MODIFICATION TO BE <br />REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER <br />OF RECORD PRIOR TO CONSTRUCTION. <br />ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE <br />FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE <br />APPROVED BY DESIGN STYLES, INC. PRIOR TO <br />CONSTRUCTION. <br />TYPICAL TRUSS CONNECTORS <br />1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. <br />2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME <br />CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO <br />TRUSSES VV/ MTS16'S. <br />4. USE HETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME <br />CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS <br />OTHERWISE NOTED. <br />8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR <br />OTHER CONNECTIONS. <br />DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE <br />RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS <br />INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. <br />NOTE: <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE <br />CONVENTIONALLY FRAMED. PLEASE REFER TO <br />ENGINEERING PACK FOR DETAILS <br />NOTES: <br />• FLOOR TRUSSES ARE CUTBACK 3/4" FROM <br />• EXTERIOR BLOCK WALLS. <br />• FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. <br />• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG <br />BACK LOCATIONS. <br />• SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR <br />WALLS. <br />NOTE: <br />DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS <br />OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR <br />WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT <br />CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 <br />NOTE: <br />MULTI -PLY GIRDER CONNECTION. <br />ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND <br />OR SCREWS) PRIOR TO INSTALLATION AND EFORE ANY LOADS <br />ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. <br />NOTE: <br />ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY <br />THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE <br />IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN <br />ORDER TO AVOID REPAIRS. <br />COLUMN NOTE: <br />REFER TO FOUNDATION PLAN FOR COLUMN SIZES <br />AT'TIENTION I <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />30' Span or less 30' to 60' Span <br />Spreader Bar <br />60 degrees <br />or less <br />i 2/3 to 112 <br />line span approx. Tag line span approx. <br />REFER TO BCSI -131 <br />Truss must be set this way if crane used. <br />Truss is on example, your truss may not match. <br />Insist crane operator sets truss this way. <br />General Notes <br />1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES <br />AND FLAT GIRDERS HAVE THE TOP CHORD <br />PARTIALLY PAINTED GREEN TO BE INSTALLED <br />GREEN SIDE UP. <br />2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS <br />OTHERWISE NOTED. <br />3. ALL TRUSS SPACING IS 24" O.C. UNLESS <br />OTHERWISE NOTED. <br />4. PER TRUSS PLATE INSTITUTE BCSI-B1 <br />RECOMMENDATION PERMANENT X-BRACING <br />SHOULD BE PLACED AT A MAXIMUM SPACING 15' <br />O.C. ACROSS THE SPAN, TO BE REPEATED AT A <br />MAXIMUM OF 20' BETWEEN EACH X-BRACE <br />THROUGHOUT THE STRUCTURE. PLEASE REFER <br />TO BCSI-B1 FOR ANY ADDITIONAL BRACING <br />DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL = '� PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.25 % <br />WIND SPD/TYPE = 145 ENCLOSED <br />BLDG EXPOSURE = C <br />USAGE = RESIDENTIAL CAT II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON = 9.2 PSF <br />DESIGN CRITERIA <br />FDC 2020 <br />TPI 2014 <br />Truss member design & connector plates <br />are designed for ASCE 7-16 and maximum forces from <br />both components and claddings <br />and main wind force resisting systems. <br />* These trusses have been reviewed to carry an <br />additional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <br />ROOF DESIGNED FOR <br />ALL REACTIONS OVER 5000# <br />AND UPLIF°TS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />LOAD DESCRIPTION INIT. DATE <br />R/01 <br />Created from 2386 model AS <br />211612017 <br />R/01 <br />LC9 JTH <br />12/13/17 <br />R/01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/13/18 <br />RA01 <br />UP LOAD DUE TO DIFF @ LC9 HMT <br />1/10/2020 <br />RB01 <br />UPDATED FOR LCA SHM <br />1/18/2021 <br />CARPENTER <br />—� <br />I <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G. N, W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE: <br />(600) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT :VAROIUS <br />MODEL :2382 Garfield <br />CCA PROJ/MODEL/ALT <br />7A2 / 2332A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />A.S. <br />DATE <br />2 162017 <br />LAN# SCALE <br />N333525R 1 4 11=11 <br />i <br />M <br />N <br />0 <br />N <br />co <br />LO <br />y . <br />o <br />00 <br />LO <br />t! <br />g9 <br />�555555 i � f� �3P <br />t4' 9 Yd B u o <br />RG r� ' 8, <br />s Ai,v d5<f <br />O <br />W <br />z <br />Q <br />nV o <br />W L N U <br />p ch m <br />�} co- <br />V) V -0-02 m <br />M <br />_ .O O <br />y= O 0 <br />rn .� O `l m Ud� <br />Q) oCo <br />'��Qa <br />7U0Uj <br />W <br />o�U_j Uj Uj 20LU � <br />W H Q W J W z C <br />0:wu��WY�OOWQOxJWazmooH-� <br />QU= <br />¢z92 <br />zL� <br />omZ=F 0 wLuu z W70 <br />Uj <br />-Oa <br />0_j�zLljUjP <br />LLZQW <br />IX If <br />ta <br />2L0V0 a <br />S <br />Oz <br />LLQ U_ <br />O <br />O <br />Z <br />LU <br />O�_ <br />( Z) ti <br />z <br />CMO <br />Q M L0 <br />LL 4- <br />w <br />z <br />I— lY 11 C'7 <br />< <br />Z V F- <br />Wz <br />J0 <br />O <br />m <br />N <br />N <br />CN <br />O <br />ti' <br />O <br />3 <br />N <br />� <br />N <br />Vir <br />�1 <br />e� <br />sisist." <br />ie <br />I <br />for <br />Plan <br />cam <br />Rev <br />eg <br />le a <br />approve <br />y © <br />lull <br />fit <br />N <br />N <br />N <br />N <br />N <br />CN <br />0 <br />N <br />climit) <br />N <br />N <br />N <br />C7) <br />O <br />� <br />r' <br />C� <br />O <br />C� <br />� <br />N <br />N <br />O <br />M <br />U00)C3) <br />OO <br />O <br />O <br />O <br />r <br />O <br />r <br />r <br />O <br />C6 <br />O <br />NU <br />jo0C6Oo00 <br />� <br />N <br />c <br />d' <br />6 <br />O <br />ti <br />LO <br />�^ <br />�/J <br />� <br />Z <br />Zz0 <br />ate-+ <br />O <br />wU <br />l~-- <br />V <br />I-= <br />EE 0 � <br />O a <br />awl=--� <br />.Q <br />=I—=z <br />MI— <br />N <br />V <br />Z > J <br />z <br />M <br />�zzL- <br />M x <br />I� <br />W N <br />o-12Z <br />>_0 <br />Q <br />ULzz <br />z <br />?Qo <br />Z0 <br />U <br />V <br />:� <br />_® <br />m <br />a <br />z <br />W <br />M <br />N <br />Uj <br />N <br />LAST PLOT DATE <br />Q <br />May. 8, 23 <br />Z O <br />2ND FLOOR ROOF <br />_J <br />FRAMING PLAN B <br />