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30'-0" <br />Q <br />/Y0 <br />FTF/;F <br />CJ1A <br />N CJ3A <br />N <br />r` <br />CJ5A <br />0 <br />(V <br />r <br />C3 <br />O <br />O <br />04 <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B <br />1 /4if — 1'-011 <br />30'-0" <br />M M <br />U U <br />M M <br />U U U <br />U=1063# <br />E <br />A <br />;. <br />U=1063# <br />A6G <br />A5 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />A3 /. <br />Q <br />I <br />BOTTOM CHORD CAN BE REM <br />! <br />DVED IN FIELD IF NEEDED <br />ATTIC <br />A1A (ACCESS <br />AHU <br />Al <br />Al <br />A3 <br />A4 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A5 <br />U=1008# U=1088# <br />A7G <br />-Z <br />I <br />r <br />m <br />W <br />EJ7A <br />C3 <br />U <br />C9 <br />1 <br />12'-0" <br />U') co <br />U U <br />6'-0" <br />U <br />V-2 <br />1 /2" <br />7 7/8" <br />I <br />i <br />I <br />I <br />CGE <br />10'-1 5/8" <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B <br />1 /4„ = 1 1-011 <br />SHINGLE ROOF <br />12 <br />51 <br />12 <br />HEEL= 1'-0 1/8" <br />PLUMB <br />CUT <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />HEEL= 4 1/16" <br />PLUMB <br />CUT/ <br />12" <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />'9 <br />00 <br />0 <br />N <br />U3 <br />1 <br />2 <br />12 <br />2X4 <br />HANGER CHART <br />J L = LUS 26 (SIMPSON) <br />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 CONSTRUCT ION. <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 W/ 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 />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-131 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 />RLDG EXPOSURE = C <br />USAGE = RESIDENTIAL CAT II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON= 92 PSF <br />DESIGN CRITERIA <br />F°DC 2020 <br />TPI 2014 <br />Truss member design & connector plates <br />NOTE: are designed for ASCE 7-16 and maximum forces from <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE both components and claddings <br />CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. <br />ENGINEERING PACK FnR DETAILS <br />* These trusses have been reviewed to carry an <br />NOTES: <br />• FLOOR TRUSSES ARE CUT BACK 3/4" FROM <br />• EXTERIOR BLOCK WALLS. <br />• FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. <br />• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG <br />BACK LOCATIONS. <br />• SECOND STORY TRUSSES ARE CUT BACK 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 BEFORE 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 />OCT 2 8 2022 <br />Virtual Review Assist, Inc. <br />Plans Review completed and appro*on <br />for compliance with the 2020 EBC 7th <br />by Debra Anne Klahr PX2300 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULT BC <br />30' Spanjor less <br />60 degrees <br />or!ess <br />1/2 I W to 112 <br />line r span approx. Tag line span approx. <br />REFER TO BCSI -1131 <br />Truss must be set this way if crane used. <br />Truss is an example, your truss may not match. <br />Insist crane operator sets truss this way. <br />additional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR <br />LOADING SCHEDULE <br />TCLL <br />= 40 PSF <br />TCDL <br />= 10 PSF <br />3CDL <br />= 5 PSF <br />TOTAL <br />= 55 PSF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />8-8 <br />18'-1 YY-1 Tf+:++t+h <br />10'-0YY <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />Created from 2386 model AS <br />2/16/2017 <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 SHIM <br />1/18/2021 <br />CARPENTER <br />—� <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE: <br />(800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT:VAROIUS <br />MODEL :23132 Garfield <br />CCA PROD/MODEL/ALT <br />7A2 / 23132A <br />ALT DESC <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />A.S. <br />DATE <br />16 2()1"7 <br />LAN# SCALE <br />N333525R 1 4 <br />� <br />r <br />CV <br />N <br />o <br />N <br />� <br />CV <br />€ zLO <br />5 <br />O <br />s <br />.,..» <br />i 6' <br />d <br />00 <br />Ln <br />- <br />Z <br />W <br />0 <br />W <br />0 <br />Z <br />Q <br />V) N L E <br />O o <br />W L. -0U <br />_7 0 co <br />Co N 5 <br />V) V <br />C ID E O 2 8 <br />0 <br />0)0— o o ° Q <br />� <br />.cn U Lu Qv N <br />W L OO � <br />ri <br />O� ai <br />Qv <br />OW uj WOE <br />~Q'Y<W 2QZ�Q� <br />o <br />Z°Z° <br />M <br />Q E— <br />? <br />C3n02oo'EoOMZZ <br />U) WZ <br />�Z�w <br />000 <br />U) L z <br />J��>zYe0 <br />Q~ Wo���-�wp�U�Q <br />0W0 <br />°o� o Z) <br />Il Q 0 <br />0Yzaa <br />Q LL <br />O <br />O <br />Z N <br />OW <br />vJ <br />O <br />0 � M O <br />w CO � <br />� U) <br />I—W0-M <br />0- : <br />zv� <br />LUz3 <br />W O <br />�J <br />O <br />J <br />N <br />N <br />O <br />N <br />N <br />O <br />O <br />00 <br />V/ <br />V <br />CO <br />W <br />0 <br />0 <br />CD <br />r— <br />C)CD <br />N <br />CD <br />N <br />C) <br />N <br />CD <br />N <br />CD <br />N <br />C)O <br />N <br />N <br />N <br />r <br />.4 <br />00 <br />O <br />r <br />U-) <br />r <br />0 <br />00 <br />O <br />, <br />M <br />= <br />N <br />O <br />c'M <br />O <br />0 <br />r <br />0 <br />0 <br />6 <br />0 <br />0 <br />Cfl <br />0 <br />0 <br />' <br />N LO <br />j <br />C:) <br />0 <br />C'4'1 <br />0 <br />PM <br />0 <br />'It <br />0 <br />V7 <br />0 <br />CO <br />0 <br />f` <br />Lryql- <br />rI <br />I <br />I <br />1 <br />CC) U) <br />z Z <br />-Zo <br />C) <br />C)F� <br />CUoCrL-1 <br />11.-0 <br />Q <br />LO —0 <br />0wi=-Q <br />zcf� <br />I.- <br />X. <br />Q <br />=m0z <br />I— Z <br />(DO�J <br />z <br />N <br />>-�00 <br />z� <br />M <br />�ZZILL <br />w N <br />O��z <br />C)UL0ZU) <br />Cr. <br />z <br />z <br />T_QO <br />U <br />U <br />O 0 <br />� <br />z <br />Q <br />Z <br />W <br />W T <br />" <br />V/ <br />04 <br />O <br />LAST PLOT <br />DATE <br />Jul. 21, 22 <br />z O <br />2ND FLOOR ROOF <br />FRAMING PLAN B <br />