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i <br />c <br />U <br />30'-0" <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A <br />1/411-1-0 <br />CV - <br />30'-0" <br />Q M M <br />U <br />A1 <br />V-2 1 <br />CJ1A <br />CJ3A <br />CJ5A <br />E <br />rA <br />U-1064# <br />CJ1A <br />CJ3A <br />CJ5A <br />A6G <br />A5 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />lo <br />A4 <br />A3 <br />C <br />BOTTOM CHORD CAN BE REMOVED <br />IN FIELD IF NEEDED <br />ATTIC <br />IACCESSI' <br />A1A F7 I <br />ICl) <br />I <br />0 <br />N <br />tf') <br />A2G <br />i <br />CJ1 <br />C2 <br />E2 <br />V-0 5/16" <br />co <br />V4 <br />oe - <br />3/8' <br />16'-0" 11 11/16" <br />-10 <br />I <br />i <br />1 <br />IiVC <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A <br />1 /4„ = 1'-011 <br />SHINGLE ROOF <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 />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 />� r <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 />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 H1 DA 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 />V * <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 />CONSULT BCSI -B1 <br />30' Span or less 30' to de pan <br />Spreader Bar <br />60 degrees <br />or less <br />IT <br />2/3 to 112 I <br />Tag line span approx. Tag line span apprax. <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-61 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 />=0-1 <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <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 />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PH❑NE: <br />(800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER -LENNAR HOMES CENTRAL <br />PROJECT :VAROIUS <br />MODEL :23132 Garfield <br />CCA PROJ/MODEL/ALT <br />7A2 / 23132A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />A.S. <br />DATE 1 <br />2 16 201'7 <br />LAN# SCALE <br />N333525R 1 4 "=1' <br />V <br />:e <br />L <br />F L <br />Cq <br />CD <br />' C <br />"��,r• <br />a20-o <br />®� <br />to <br />o <br />00 <br />E:D <br />' w <br />2 <br />O <br />0 <br />w <br />z <br />Q <br />nV) <br />W <br />O u-) - <br />L �0o U <br />0 M 0 d <br />♦- "' <br />4- <br />CO <br />E <br />r� <br />v—Ji <br />>✓ t <br />e� 0 LE. o Q <br />•nVli <br />tea° -�� <br />U W QN <br />W <br />L E� p <br />°- 0 <br />W W <br />w r- <br />WW w OZ� <br />W <br />U <br />U_V_ <br />X-�z <br />DzM <br />UOOQ� <br />J')0~�- <br />OOV� <br />� <br />jI- E-(lW�QOWO0mZ <br />�y p <br />aW <br />EL zpwwW¢O oz�LLO <br />oOQ <br />?U <br />WO z <br />U_ <br />_jQw w <br />O0 QzzQQ � <br />4��tt <br />LL a <br />tL <br />>f <br />O <br />Z CV <br />2 <br />(n ti <br />�L. (MO <br />(h <br />Q � <br />Ui <br />H W M <br />Z U <br />W <br />W <br />JQ <br />O <br />J <br />N <br />N <br />O <br />N <br />ti <br />N <br />r <br />O <br />(7 <br />00 <br />(0 <br />00 <br />r- <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />O <br />N <br />O <br />(V <br />O <br />(V <br />O <br />N <br />O <br />N <br />O <br />N <br />Co <br />N <br />/� <br />N <br />C0 <br />O <br />LA <br />r- <br />00 <br />O <br />M <br />- <br />— <br />N <br />O <br />Cl) <br />O0 <br />0 <br />0 <br />V- <br />e- <br />O <br />O <br />L <br />N LO <br />j <br />0 <br />0 <br />0 <br />0 <br />� <br />0 <br />0 <br />0 <br />r- <br />N <br />CO. <br />to <br />(Ll <br />� <br />Cr <br />CO w <br />ZI Z <br />—ZO <br />0 <br />WWu) <br />0 <br />Uo�a <br />F_0 <br />6- <br />z <br />W F- a <br />Q <br />F—WpQ <br />�o�w <br />N <br />Z <br />�MzW <br />M <br />0-ZZLL <br />(,� <br />w N <br />Og2Z <br />< <br />ULnZz <br />Q O <br />. <br />z <br />= U <br />z <br />0o(L <br />Ug <br />Z <br />W <br />W <br />_j <br />W04 <br />O <br />LAST PLOT DATE <br />>Q <br />Aug. 8, 22 <br />Z O <br />2ND FLOOR <br />ROOF <br />_I <br />FRAMING PLAN A <br />