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30'4' <br />FTFGFI <br />9 <br />zo <br />STRONGBACK <br />U_ <br />F- <br />U_ <br />BRG <br />WALL <br />_j <br />14'-9 5/8" <br />1777 <br />STRONGBACK <br />----------- <br />C <br />L>< <br />BRG <br />WALL <br />L>< <br />N <br />N K <br />_2 <br />LL <br />F- <br />U_ <br />�x <br />00 <br />X <br />A <br />9 <br />LO <br />C, <br />0? <br />04 <br />C\I <br />9 <br />U� <br />_j <br />C0 <br />----------- <br />IL -- — — — — — — <br />A. <br />Wo <br />Ll <br />T <br />BRG <br />WALL <br />C0 <br />44 <br />LL <br />Lj <br />A <br />771r- <br />12 <br />14'-9 5/8" <br />6-8" <br />------------- <br />L---------- <br />---- :I: __ =__t <br />---- --- -- <br />0 <br />R <br />B G <br />WALL <br />K <br />LL <br />rX <br />flTF _+j 11 <br />IT <br />L 00 <br />CONV. FRAMED <br />BY OTHERS @ <br />STAIR LANDING <br />//Z— FTF4G <br />BRG <br />WALL <br />BRG <br />WALL <br />: �j <br />9' 9 <br />C:� <br />C14 <br />0? <br />B9 <br />ATTIC B8 <br />ACCESS <br />B7 <br />B6 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />B5 <br />7z <br />B4 <br />B3 <br />\­-2-PLY <br />2X <br />OTHERS <br />LEDGER <br />TOP <br />M, <br />BY <br />@ 9'-8" <br />B2 <br />M <br />V <br />V <br />11 <br />1 <br />14 <br />i <br />M <br />�-*M <br />20'-6" <br />but <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A <br />1/411 = 1 1-011 <br />C? <br />00 <br />N <br />zC <br />30'-0" <br />MINI <br />V-2 1/2" <br />< < < < < <br />co M LO C0 <br />/>1 Z; <br />L) L) <br />A <br />CJ3A <br />\U <br />7 <br />U-1064# <br />E, <br />7A <br />U- 1064# <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 />BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED <br />V <br />ATTIC <br />ACCES S <br />AlA <br />Cl) <br />7' <br />9 <br />LO <br />A2G <br />Cil <br />C2 <br />A <br />E <br />2 <br />5/16" <br />0? <br />z <br />r,l'-O <br />7 <br />\7 <br />U k..7 rz <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A <br />1/411 = 1 1-011 <br />SHINGLE ROOF <br />12 <br />51 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 />HANGER CHART— <br />J L = HUS 26 (SIMPSON) <br />Total Truss Quantity = 98 <br />HEEL= 4 1/16" <br />PLUMB <br />CUT <br />12" <br />12 <br />12 <br />2X4 <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 />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 />TRUSSES W/ MTS16'S. <br />4. USE HETA20 FOR ROOF TRUSS TO MASONRY <br />5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />6. USE (2) HTS30 OR H 1 OA FOR GIRDER TRUSS TO FRAME <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 />ENGINEERING PACK FOR DETAILS <br />NOTES: <br />• FLOOR TRUSSES ARE CUT BACK 3/4" FROM <br />• EXTERIOR BLOCK WALLS. <br />• FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. <br />• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG <br />BACK LOCATIONS. <br />e SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR <br />WALLS. I <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 />MAY 3 0 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and appl d <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />ATIn E"NTIO'NI <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER rHAN <br />30'BY THE PEAK <br />I CONSULT S( <br />30' Sp ess <br />60 degrees <br />or less <br />I � 2�3 1po 112 <br />S,T.p .x <br />line 1 -span ajl�rox. Tag line n <br />REFER TO BCSI -131 <br />Truss must be set this way if crane used. <br />Truss is an ex?mple, 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 13 24" O.C. UNLESS <br />OTHERWISE NOTED. <br />4. PER TRUSS PLATE INSTITUTE BCSI-81 <br />RECOMMENDATION PERMANENT X-BRACING <br />5- <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 />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 />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 />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 />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />offirME/z/0111 <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />LC9 JTH <br />12/13/17 <br />R/01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/13118 <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 CARPENTER <br />CONTRACTORS <br />0 T-11 <br />F <br />AMERICA <br />3900 AVENUE <br />G, N�W, <br />WINTER HAVEN <br />FLORIDA 33880 <br />PHONE:(800) <br />959-8806 <br />FAX: ( 863) <br />294-2468 <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 PAG E <br />A. S. <br />DATE <br />2/16/2017 <br />LAN# SCALE <br />N333525R - 1/4 11=11 <br />Ce) <br />04 <br />C14 <br />IT <br />C14 <br />LO <br />00 <br />Ln <br />z <br />le <br />W <br />Pz <br />0 <br />0 <br />z <br />(1) L-0 E <br />> CD 0 <br />0 L. -= 0- 8 <br />cr) <br />+_ .4. 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