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t <br />f <br />f <br />30--0" <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B <br />1 /411 = 1'-011 <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />�1P <br />1 <br />Rewsw <br />¢ ce) LO Q M Q <br />U U U U U U <br />j <br />E <br />U=1063 # <br />U=1063# <br />A6G <br />DROPPED FLAT TOPS OF <br />A5 <br />HIPS FOR FRAMING <br />_ <br />(GIRDER NOT DROPPED) <br />4 <br />A4 <br />A3 <br />BOTTOM CHORD CAN BE REMOVED <br />_I <br />IN FIELD IF NEEDED ¢ <br />i <br />ATTIC <br />I <br />ACCESS) <br />M,7 ( <br />A1A <br />AHU <br />Al <br />Al <br />A3 <br />DROPPED FLAT TOPS OF <br />A4 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A5 <br />U=1088# <br />U=1008# <br />A7G <br />C3 <br />116. <br />EJ7A <br />C <br />cal <br />pp <br />U <br />¢ a a <br />U U U <br />, <br />I <br />6'-0" <br />12'-0" <br />'-2 1/2" 7 7/8' <br />I i <br />I <br />i <br />I <br />C G E <br />19'-10 3/8" <br />1 10'-1 <br />5/8" <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B <br />1 /4„ = 1'-011 <br />SHINGLE ROOF <br />12 <br />5 <br />12 <br />HEEL= V-0 1 /8" 2�A <br />PLUMB <br />CUT — 2X4 <br />1 12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8"lA.F.F. <br />1 <br />CJ1A <br />CJ3A Q <br />N <br />CJ5A <br />A <br />0 <br />0 <br />N <br />12 <br />12 <br />HEEL= 4 1/16" 2 <br />PLUMB <br />CUT — s 2X4 <br />12" <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 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 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-131 <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-61 FOR ANY ADDITIONAL BRACING <br />DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BOLL = * PSF <br />E3CDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.25 <br />WIND SPD/TYPE 140 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 />FBC 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 FOR 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 approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />AT"TE NTI O N <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULTI <br />39 Soanlor less <br />60 degrees <br />or less <br />112 I r 2l3 to 1/2 ; <br />Tag line span approx. 'I Tag line span approx. <br />REFER TO BCSI -131 <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 SCHJPSF <br />TCLL <br />= 40 <br />TCDL <br />= 10 <br />E3CDL <br />= 5 <br />TOTAL <br />— 55 <br />ROOF DESIGNED FOR <br />S H I N G L _TE_1 <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />• <br />►������������� <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />created from 7A2 2386B A.S. <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 />REV. RE'S JRH <br />8/30/18 <br />RB01 <br />REMOVE SCAB FROM B2 JRH <br />9/5/18 <br />RC01 <br />UP LOAD DUE TO DIFF @ LC9 HMT <br />1/10/2020 <br />RD01 <br />UPDATED FOR LCA SHM <br />1/1812021 <br />I --�] <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />6e 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 :2382 Garfield <br />CCA PROJ/MODEL/ALT <br />7A2 / 2382A <br />ALT DESC <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />A.S. <br />DATE <br />2 16 201"7 <br />LAN# SCALE <br />N333525R 1 4 "=1' <br />CN <br />3 <br />� <br />' <br />LO <br />CD <br />00 <br />,.'m. <br />LO <br />1580.5 as f <br />z <br />} fez <br />�w b sa <br />O <br />w <br />0 <br />z <br />r, E <br />L. � ? <br />0 <br />N <br />N 5 <br />di-- <br />} <br />in V Q 7� v o. <br />w. � = M <br />0 <br />2 o <br />O <br />rn� <br />V! •� O a:o Q <br />gyp° <br />—t } <br />'tn W Q! <br />i E" <br />C) C O� v <br />- f- a _0 <br />C/1 <br />I.LI <br />LL LU <br />w <br />W F- Q W J W O z W Z <br />¢ O— J U)°� W< U_V 0 O --� ° <br />Q Q <br />H <br />V <br />::) 0 ZU_LL �oZ¢Q <br />CY(1)W 0 0iz00mZ U <br />C'10 <br />cn 0 <br />z <br />°a>zYOF-zLL W <br />Q0W°W�F- W��U�Q <br />°Q =O a¢Q�¢ <br />LL f- "- <br />O <br />Z <br />W <br />OI­_ <br />U) ti <br />M O <br />Q U) M � <br />ILL IT <br />U) ti <br />F— 0� D_ M <br />Z U <br />W <br />Z� <br />WO <br />J O <br />N <br />N <br />O <br />N <br />I <br />r—L <br />N <br />1 <br />O <br />O <br />Oo <br />(4 <br />00 <br />O <br />O <br />O <br />r <br />CD <br />O <br />CD <br />N <br />CD <br />N <br />(D <br />N <br />C) <br />N <br />C) <br />N <br />CDN <br />N <br />/� <br />M <br />N <br />co <br />O <br />t) <br />, <br />00 <br />O <br />A <br />, <br />N <br />O <br />M <br />O0 <br />d <br />— <br />0 <br />0 <br />C) <br />0 <br />0 <br />r- <br />r <br />O <br />Cfl <br />O <br />0 <br />O <br />o <br />N <br />0 <br />M <br />0 <br />d' <br />0 <br />0 <br />CO <br />0 <br />ti <br />Lo <br />00 <br />♦^ <br />w <br />Z Z <br />O <br />O� <br />_ <br />WU�>_ <br />oW� <br />0 <br />_Vo�o <br />~�w� <br />Q <br />Lr) <br />Cn <br />Z <br />W <br />Q <br />= <br />m <br />O Z I- z <br />Z ?: J <br />(V <br />0 <br />}�2i <br /><0 <br />2zoIf <br />M <br />_zzLL <br />N <br />Ov_j2W <br />Q <br />U)zz <br />z <br />F- U <br />LL <br />Z <br />O <br />v <br />0 <br />g <br />Z <br />Q <br />Z <br />W <br />W <br />__1 <br />N <br />C) <br />LAST PLOT DATE <br />JUI. 21, 22 <br />Z <br />O <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN B <br />