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30'-0" 1. b 30'-0" <br />FTFl,F <br />IF <br />a <br />M <br />T-10" <br />1 5'-8" <br />20'-6" <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B <br />1 /4„ = 1'-011 <br />a <br />v <br />1, <br />CV <br />0 <br />a <br />a <br />CN <br />¢ M t¢ r¢n r¢M ¢ <br />y��9 U U U U U U <br />�A <br />CJ1A <br />E <br />A <br />CJ1A <br />CJ3A <br />s <br />CJ3A <br />CJ5A <br />CJ5A <br />U-1063# <br />� U-1063# <br />A6G� d <br />A5 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A3 t <br />y <br />Q BOTTOM CHORD CAN BE REM <br />DVED IN FIELD IF NEEDED <br />ATTIC <br />IACCESS <br />A1A ::p <br />4AHU <br />1 <br />co <br />Al <br />Al <br />A3 <br />0 <br />A4 <br />DROPPED FLAT TOPS OF <br />� <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A5 <br />U-1008 # U-1088 # <br />A7G <br />i <br />r <br />CJ5A <br />C3 <br />LU <br />m <br />EJ7A <br />CJ3A <br />U <br />(D <br />-- -- <br />CJ1A <br />L) U <br />U <br />12'-0" <br />6'-0" <br />V-2 <br />1 /2" <br />7 7/8" <br />00 <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B <br />1 /4" = 1 '-011 <br />SHINGLE ROOF <br />12 <br />51 <br />12 <br />HEEL= V-0 1/8" 2��` — HEEL= 4 1/16" <br />PLUMB �. — . <br />M <br />CUT — _ 2X4 PLUMB <br />CUT if <br />12" 1 1 1 12" <br />CD <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />12 <br />12 <br />2 <br />2X4 <br />T HANGER CHART <br />WALL HT. BASED ON 8-8 A.F.F. 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 CUTBACK 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 />JUL 2 12 23 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Editio <br />by Debra Anne Klahr PX2300 <br />ATTIFE ITION' <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULT BC <br />30' Span or less <br />60 degrees <br />or less <br />r� 1/2 f� 2/3 to 112 <br />line 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 />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-Bl 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 />FPC 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 />� I1 V GLL6 <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />IWALL KEY <br />101-011 <br />DESCRIPTION INIT. DATE <br />Created from 2386 model AS <br />2/16/2017LC9 <br />JTH <br />12/13/17CHANGED <br />L <br />HANGERS TO SIMPSON RDP <br />03/13/18UP <br />LOAD DUE TO DIFF @ LC9 HMT <br />1/10/2020UPDATED <br />FOR LCA SHM <br />1/18/2021 <br />1 <br />CARPENTER <br />—� <br />CONTRACTORS <br />AMERICA <br />- -- .OF <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 YAROIUS <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 1G 201"7 <br />LAN# SCALE <br />N333525R 1 4 "=1' <br />M <br />N <br />o <br />N <br />rn <br />LO <br />Ln <br />o <br />00 <br />L0 <br />+s'.t <br />Q <br />.'1 <br />` <br />Z <br />> ON 0 <br />W �. �,O o <br />j2 MM N Gi <br />. � <br />} M <br />N V -070 m <br />U o <br />_ <br />rnrn.F o 0 <br />VJ• 0 �� N Q <br />N ..� way <br />QN <br />i o E'o <br />W rWrnn <br />V W <br />W <br />woQ ¢2¢ ¢gYZo Z <br />¢=5Jfno�W<8_UO LL—tO <br />< Q v <br />= c3� Z LL LL0 Z 2, <br />aww�oZ02200MO <br />� H¢ Q <br />� <br />LL Z <br />cn�a�InwwI_ul zLLIY¢p <br />QoWO F-W_MWE <br />�Uo ¢ <br />OQ o =O oQZ�¢ <br />LL ¢ LL <br />O <br />O <br />Z <br />W <br />O� <br />J ti <br />0 M O <br />w M � <br />G <br />U pl- <br />tf') <br />M <br />Z V <br />LUz3: <br />W O <br />J <br />O <br />J <br />N <br />N <br />N <br />CD <br />N <br />N <br />N <br />t` <br />N <br />4 <br />� <br />4 <br />� <br />� <br />O <br />� <br />N <br />O <br />r <br />N <br />O <br />0 <br />0 <br />0 <br />o <br />ai <br />0) <br />M <br />m <br />ao <br />0 <br />N <br />0 <br />0 <br />N <br />N <br />O <br />O <br />O <br />N <br />O <br />N <br />O <br />O <br />O <br />N <br />N <br />N <br />N <br />CN <br />N <br />N <br />O� <br />N <br />00 <br />O <br />r- <br />a0 <br />O <br />A <br />I'l- <br />N <br />O <br />M <br />N <br />4, <br />o <br />0 <br />0 <br />O <br />0 <br />T <br />0 <br />t <br />r <br />CO <br />W <br />N <br />U) <br />j <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />N <br />M <br />I d <br />CO <br />CO(n <br />z z <br />o <br />owCo <br />O� <br />W <br />LU 5; <br />O <br />vo�Q <br />�U <br />a <br />L� <br />C%i <br />°w�a <br />I— <br />Q <br />Z <br />LU <br />r <br />Q <br />�moz <br />�z3J <br />0 <br /><z0 <br />M <br />Z Z LL <br />(� <br />LU N <br />O<�Z <br />N <br />< <br />U�zz <br />z <br />�Q0 <br />• e <br />� <br />Z <br />U <br />g <br />Ov <br />m <br />� <br />Z <br />z <br />J <br />N <br />LLJ <br />In <br />LAST PLOT DATE <br />0 <br />May. 9, 23 <br />Z <br />O <br />2ND FLOOR <br />ROOF <br />s <br />J <br />FRAMING PLAN B <br />