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30'-0" <br />FTFGF <br />11 <br />o <br />T <br />3'-10" 5'-8" 20'-6" <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B <br />1 /411 = 1 1-011 <br />N <br />a <br />v <br />I <br />1- <br />M I <br />Q M U) W M <br />CJ1A <br />CJ3A <br />CJ5A <br />U-106�# <br />E <br />FA <br />U=1063# <br />CJ1A <br />CJ3A <br />CJ5A <br />A6G <br />A5 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />A3 <br /><C BOTTOM CHORD CAN BE REM <br />DVED IN FIELD IF NEEDED <br />ATTIC <br />A1A (ACCESS <br />M <br />AHU V <br />Al <br />Al <br />0 <br />A3 <br />A4 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />L0 <br />A5 <br />U-1008 # U -1088 # <br />A7G <br />1 <br />r <br />m <br />w--- <br />- <br />EJ7A <br />- - <br />CJ5A <br />CJ3A <br />CJ1A <br />C3 <br />U <br />•� <br />C <br />\\\'ij\\Z <br />ti�� <br />1 /2" <br />o? <br />12'-0" <br />LO � <br />6-0" <br />a <br />1 V-2 <br />7 7/8" <br />G. <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B <br />1 /411 = 1 1-011 <br />SHINGLE ROOF <br />12 <br />51 12 <br />HEEL= 1'-0 1/8" 14 r- <br />PLUMB <br />CUT — 2X4 <br />1 12" <br />(0 <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8"A.F.F. <br />1I <br />HEEL= 4 1/16" <br />PLUMB <br />CUT/ <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 TC 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 />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 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 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 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 />virtual Revle leAed'an[►_ lapprov," <br />plans Review comp <br />far compliance with the 2C 2g FBC 7tii <br />by Mehra Anne KlahrX2301 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />MATH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULT BC <br />30' Span or less <br />60 degrees <br />or less <br />I- 1/2 �I I 2/31o112 �I <br />line r span approx. 1 Tag line f span approx. <br />REFER TO BCSI -B1 <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 />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 />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KE <br />51-1511 A <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 SHM <br />1/18/2021 <br />I <br />CARPENTER <br />—E�= <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />& N. W. <br />WINTER <br />HAVEN FLORIDA 33860 <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 2017 <br />LAN# FLICA/lE <br />N333525R 1'=11 <br />M <br />N <br />0 <br />N <br />rn <br />LO <br />00 <br />r4i <br />O <br />w <br />0 <br />z <br />Q <br />v) <br />m LO — E <br />> O CN 0 <br />`-0 o <br />CO m <br />V) <br />N Cl) <br />V -0-0-co0 M <br />W E 2 Q <br />O 2 0 <br />rn <br />O li g o Q <br />v <br />•N <br />p0 <br />U LLJ %ZN <br />>` oE7 v <br />7N <br />v <br />n <br />V, <br />W W <br />w fng° <br />w~Q xLLY►z- <br />w <br />Jz�- U)W Ix �°3WUO�0 <br />Q <br /><°X_Q <br />� <br />0M0°F—QQ(PE)°W�ZoU <br />°ZjV5W <br />= ° <br />O O <br />Oz <br />acww�LLIX¢°.<� <br />LL<<Z <br />� <br />YZ <br />OQ 0 <br />Q <br />O <br />Z <br />W <br />coO <br />M <br />Q <br />W rl- <br />I� CM <br />00 <br />Z U F_ <br />Wz <br />W <br />J0 <br />O <br />co <br />N <br />N <br />N <br />N <br />N <br />N <br />ti <br />N <br />4 <br />4 <br />� <br />O <br />N <br />O <br />N <br />O <br />O <br />O <br />O <br />O <br />c6 <br />a <br />C0 <br />r-- <br />CO <br />— <br />O <br />N <br />O <br />N <br />O <br />N <br />e- <br />N <br />r- <br />N <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />W <br />0 <br />Lo <br />06 <br />A <br />" <br />O <br />L0 <br />O0 <br />4 <br />0 <br />6 <br />0 <br />O <br />T-- <br />a <br />T- <br />" <br />O <br />6 <br />O <br />1 <br />CV.A <br />�) <br />� <br />; <br />0 <br />0 <br />0 <br />O <br />I <br />O <br />O <br />O <br />c- <br />CV <br />M <br />LID <br />CO <br />1` <br />CO <br />(n <br />Z z <br />Z 2 <br />_ <br />0Wv) <br />O <br />F—O�-a <br />a <br />cn <br />°z <br />LU <br />'F_nm0Z <br />V <br />LU <br />Z � W <br />� <br />0-2zX <br />W N <br />�a2w <br />0 <br />< <br />U <br />z <br />zz <br />�QO <br />. <br />Z <br />U <br />U <br />a <br />Oo <br />a <br />z <br />z <br />J <br />M <br />LU <br />O <br />Q <br />LAST PLOT DATE <br />May. 9, 23 <br />z4--1 <br />O <br />2ND FLOOR <br />ROOF <br />_1 <br />FRAMING PLAN B <br />