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I <br />30'-0" <br />b <br />9 <br />io <br />STRONGBACK <br />LL <br />BRG <br />WALL <br />14'-9 5/8" <br />STRONGBACK <br />C A <br />V-2" <br />LL <br />BRG <br />WALL <br />�z <br />o• <br />a <br />b <br />v <br />M <br />0?Boa <br />(V <br />� <br />q <br />v <br />(h <br />---- <br />- <br />(V <br />N <br />----- <br />— <br />— — — — — — — — — <br />— <br />------ <br />O <br />I I <br />I I <br />I I <br />------- <br />Cl) <br />it <br />I I <br />I I <br />I I <br />I I <br />LL <br />I I <br />I I <br />I I <br />BRG <br />I I WALL <br />I I <br />LJ <br />14'-9 5/8" <br />5'-8" <br />r---------- <br />L---------- <br />BRG <br />WALL <br />LLV <br />I <br />I <br />I I <br />Al <br />N <br />I I <br />CONY. FRAMED <br />BY OTHERS @ <br />STAIR LANDING <br />FTF4G <br />BRG <br />WALL <br />9'-9 5/8" <br />B6 <br />b <br />i <br />00 <br />00 <br />0 <br />N <br />B5 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />B4 <br />B3 <br />m <br />BGE1 <br />00 <br />ao <br />T-10" <br />5'-8" <br />BGE <br />20'-6" <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B <br />1 /411 = 1'-011 <br />M2 <br />u <br />a <br />b <br />N <br />30'-0" <br />Q LO <br />U U U <br />CJ1A <br />CJ3A� <br />CJ5A <br />U-100# <br />E <br />rA <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 />Q <br />BOTTOM CHORD CAN BE REM <br />DVED IN FIELD IF NEEDED <br />A1A <br />ATTIC <br />(ACCESS <br />M <br />AHU <br />Al <br />Al <br />A3 <br />0 <br />A4 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />LID <br />A5 <br />u- 1008# u- io88# <br />A7G <br />m <br />-�, <br />w <br />EJ7A <br />CJ5A <br />CJ3A <br />CJ1A <br />C3 <br />U <br />Mill <br />C7 <br />�9 <br />1 /2" <br />ao <br />12'-0" <br />U U <br />6'-0" <br />U <br />L V-2 <br />7 7/8" <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B <br />1 /4„ = 1'-011 <br />SHINGLE ROOF <br />12 <br />5F <br />12 <br />HEEL= V-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 />HANGER CHART <br />J L. = LUS 26 (SIMPSON) <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 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 />Total Truss Quantity = 95 <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 />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULT B( <br />30' Span or less <br />60 degrees <br />. or less <br />1 � 112 2/3 to 1/2 �I <br />span approx. span Wmx. I <br />Tag fine REFER TO BC"SI -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-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-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 = 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 />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 KEY <br />LOAD DESCRIPTION INIT. DATE <br />R/01 <br />Created from 2386 model AS <br />2/1612017 <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 />LOAD# DESCRIPTION INIT. DATE % <br />CARPENTER <br />CONTRACTOR'S <br />OF AMERICA <br />3900 AVENUE <br />G. N. W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PH❑NEI <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 a 1 4 "=1' <br />" <br />N <br />N <br />co <br />co <br />_ <br />co <br />'CID <br />{ <br />• 1 <br />�- <br />AID i�S <br />Q <br />w <br />r <br />W <br />0 <br />z <br />Q <br />^N` a) to - <br />� N u <br />'4. `" Q ch <br />M n <br />Nu <br />A� i t p <br />Y/� 0o 2 o <br />� 0 <br />G <br />•� O U- o Q <br />U 'o iu a <br />• N �• w /�^1 u <br />Y 1LN <br />L o �� rn <br />7� <br />V I� a _0 <br />W w <br />W Uj vi w O <br />H Q J W -Z <br />w <br />I— <br />w Z <br />(� w <br />Q Q U <br />W°�_NO<LLYo0�o <br />_jo <br />acoW 2zowooZ <br />a <br />z~aU <br />��oJzL01 <br />C1 Zw <br />fnwwwwrm <br />�¢QLL o <br />w�Q <br />�� <br />-Z <br />�o <br />Z�a <br />OQ <br />LL QI— LL <br />O <br />O <br />N <br />Z <br />OW <br />(�ti <br />0 <br />Q <br />� M O <br />U) M � <br />LL <br />LO <br />F- <br />W a tM <br />Z U <br />LU <br />W <br />O <br />J <br />O <br />M, <br />CD <br />d' <br />1 <br />N <br />N <br />O <br />N <br />t <br />ti <br />N <br />O <br />O <br />06 <br />LO <br />0 <br />M <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <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 />u) <br />w <br />A <br />, <br />O <br />OCD <br />O <br />0 <br />CD <br />0 <br />0 <br />— <br />0 <br />W <br />0 <br />1 <br />�� <br />N� <br />; <br />O <br />r- <br />o <br />N <br />0 <br />M <br />0 <br />fit' <br />6 <br />tf) <br />0 <br />Cfl <br />0 <br />ti <br />1 <br />CO <br />w <br />Z z <br />-Z° <br />_ <br />wwin <br />0 <br />IVo�o <br />-036- <br />Q <br />LO <br />-0 <br />(� <br />OWWM <br />zELX <br />W ~ <br />Q <br />MOW <br />I— M z <br />N <br />v <br />Z J <br />° <br />('Y) <br />�ZZIL <br />2 Z <br />pp <br />O <br />w N <br />O_�z <br />U <br />DZ� <br />32 <br />z <br />Z <br />FQo <br />U <br />0 <br />v <br />0 <br />g <br />m <br />� <br />z <br />A4 <br />Q <br />J <br />W <br />N <br />N <br />Q <br />LAST PLOT DATE <br />Aug. 8, 22 <br />z <br />0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN B <br />A <br />