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f <br />C <br />y� <br />F <br />30'-0" <br />PTPrr-G <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B <br />1 /4„ = 1'-011 <br />v <br />1 <br />M <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />�1P <br />¢ <br />U U U U U U <br />E <br />A <br />U=106�# <br />U-106�# <br />A6G <br />DROPPED FLAT TOPS OF <br />A5 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />N A4 <br />A3 <br />Nz <br />BOTTOM CHORD CAN BE REMOVED <br />IN FIELD IF NEEDED ¢ <br />ATTIC <br />ACCESS <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-1006 # <br />7 <br />r <br />A7 <br />r <br />C3 <br />EJ7A <br />4 <br />r <br />0 <br />U <br />r <br />¢ ¢ ¢ <br />U U U <br />6-0" <br />12'-0" <br />'-2 1/2" 7 7/8" <br />U <br />CGE <br />19'-10 3/8" <br />10'-1 <br />5/8" <br />I I I <br />SECOND FLOOR -ROOF FRAMING PLAN- ELEVATION B <br />1 /411 = 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 />12" <br />CJ1A <br />CJ3A N <br />CJ5A <br />N <br />i; <br />I <br />911 <br />N <br />C:) <br />12 <br />bit 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 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 />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 PRIOF <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 CARR` <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 />22 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 PPE 7th Edition <br />by Debra Anne Klahr PX2300 <br />ATTIENTION <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULT E <br />30' Span or less <br />60 degrees <br />or less <br />I 1/2 I 2/3 to 1/2 <br />Tag line r span approx. Tag line r 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 />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 />1ALL TRUSS SPACING IS 24" O.C. UNLESS <br />OTHERWISE NOTED. <br />4. PER TRUSS PLATE INSTITUTE BCSI-61 <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 />F'HC 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 104 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 />HINGLFE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />0 <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 />1/18/2021 <br />-� <br />CARPENTER <br />—� <br />CONTRACTORS <br />-- <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 HOME'S 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 />AnSn <br />DATE <br />2 16 2017 <br />LAN# SCALE <br />N333525R 1 4 E'=1' <br />N <br />Cn <br />Cn <br />r �� <br />co <br />� e <br />e � <br />A �'B 1 8+2 <br />�a <br />� <br />¢ <br />Z <br />Cw <br />O <br />w <br />a <br />z <br />Q <br />mL- <br />n` N E <br />o <br />` ' 0 00 N 6 <br />co, Co <br />T �� N <br />N V O <br />M <br />E = M <br />� O <br />2 2 o <br />.F o 0 <br />rn •� O U o o Q <br />•NV sWd°Q< <br />Q N <br />cal <br />QQ M <br />0 E� <br />i/) <br />( C <br />w <br />a w ji Lu <br />X�J OTYZG_' <br />� (� W <br />Q V <br />Q <br />w~Q <br />Q�� J�O�XU)U_U0U_ <br /><aX Z�LL0z20aE-¢~ <br />Z <br />0 <br />C <br />°CoofH 0200ooZz <br />_,Ua�zY0ZzLL0 <br />a <br />cn 0 Z <br />¢~W°���—�W6�Ua< <br />00ILL <br />�¢ <br />Q ❑<QLL <br />O <br />O <br />zw <br />O� <br />S2 =) ti <br />00 <br />0 1.-7 or) <br />Q � M lt7 <br />2r�CL �ti <br />I—WM <br />0— z> O <br />Z U <br />LUz� <br />W <br />O <br />�o <br />mi <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />d <br />� <br />d- <br />T- <br />� <br />O <br />N <br />O <br />N <br />O <br />O <br />O <br />O <br />c6 <br />O <br />O(0 <br />W <br />O <br />O <br />O <br />r <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />6 <br />00 <br />6 <br />O <br />O <br />M <br />1 <br />N <br />O <br />M <br />OO <br />4- <br />r <br />CQ <br />O <br />CD <br />O <br />O <br />0 <br />Cfl <br />0 <br />N'^, <br />j <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />�i <br />CV <br />M <br />-4 <br />Cfl <br />i� <br />LO qql <br />Cr <br />z z <br />z0 <br />ow <br />_LLJ <br />Ov0I�F- <br />W� <br />_n-0 <br />O <br />�- <br />°wL� <br />zI­- <br />t� <br />co 0 <br />�=nn�=z <br />V <br />Z J <br />�2zIX <br />CLzzw <br />w <br />0.5 <br />z <br />�(� <br />-(5 <br />UU)Z� <br />z <br />�Qo <br />Se <br />LL . <br />Z <br />U <br />U <br />0 <br />_o <br />W <br />Z <br />¢ <br />z <br />W <br />M <br />N <br />W O <br />0 <br />LAST PLOT DATE <br />Mar, 9, 23 <br />41 <br />Z O <br />2ND FLOOR ROOF <br />.J <br />FRAMING PLAN B <br />II 1 1j 1 — — _ — - — __ - — _ - — _ _ - i..i T i. it 'i.i 1, ri' 111 111, 11,11.1 9I Yi llt:U r7.1u.�, r,1j .01: ��I I I IIII i--l- I IT. _..- — r - I <br />