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30'-0" <br />Fri=r_G <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B <br />1 /4" = 1'-011 <br />�9 <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />¢ M Il¢ L M ¢ <br />U U U U U U <br />U=1063# <br />E <br />A <br />tJ=1063# <br />A6G <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A5 <br />A4 <br />A3 <br />BOTTOM CHORD CAN BE REMOVED <br />INFIELD IF NEEDED ¢ <br />ATTIC <br />ACCESSI <br />A1A <br />AHU <br />Al <br />Al <br />A3 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />A5 <br />U=1088# U=1008# <br />EJ7A <br />� <br />A7G <br />C3 <br />U <br />I <br />¢ LO <br />U U U <br />6'-0" <br />12'-0" <br />IS <br />1 <br />I'-2 1/2" 7 7/8' <br />19'-10 3/8" <br />U' <br />II <br />CGE <br />10'-1 <br />5/8" <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B <br />1 /4" = 1'-011 <br />SHINGLE ROOF <br />12 <br />5� <br />12 <br />HEEL= T-0 1/8" Z�A r <br />PLUMB . — <br />CUT — 2X4 <br />12" <br />(O <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8"I A.F.F. <br />1 <br />HEEL= 4 1/16" <br />PLUMB <br />12" <br />�1P <br />CJ1A <br />CJ3A <br />N <br />r; <br />CJ5A <br />0 <br />0 <br />N <br />N <br />0 <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 CUTBACK 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 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 />SUN t�Z <br />.r . p,i NEVIEW ASSIST <br />',/i,tl:E:! 73eview Assist, Inc. <br />lane- r-�eview completed and approved <br />for compliance with the Kl�r PX2300 <br />Edition by Debra An <br />12 <br />12 <br />2X4 <br />HANGER CHART <br />J L = LUS 26 (SIMPSON) <br />Total Truss Quantity = 95 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULT <br />30' Span or less <br />60 degrees <br />or less <br />1 1/2 _ I 1 2/3 to 112 _ 1 <br />Tag line r span approx. Tap line r span app". <br />REFER TO BCSI -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-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 />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 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 />8/30118 <br />RB01 <br />REMOVE SCAB FROM 132 JRH <br />915/18 <br />RC01 <br />UP LOAD DUE TO DIFF @ LC9 HMT <br />1/10/2020 <br />RD01 <br />UPDATED FOR LCA SHM <br />1/1812021 <br />CARPENTER <br />Ll <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE G. N. W, <br />WINTER HAVEN FLORIDA 338BO <br />PHONE: (800) 959-8806 <br />FAX: (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 I <br />2 16 2017 1 <br />LAN�333525R Sl A4 =1 <br />N <br />04 <br />�wN J CJ • i'� <br />v <br />: �•� <br />v <br />• � * — ® <br />In <br />CID <br />! <br />Ul) <br />ARt 5 <br />*k <br />.,b,`' <br />• ram. �� <br />W <br />; � � <br />c <br />_ <br />O <br />' <br />W <br />❑ <br />z <br />W L c �? u <br />MNdi <br />in V -0 70- 2 M <br />.L M � <br />C 2 8 <br />_p o <br />rnrn <br />0) ° S m Q <br />t U�� <br />.N U w Q� N <br />N c <br />E <br />>`1 o co <br />W <br />0uf vS W°H <br />W~ Ic J Y <br />Z Z <br />Q <br />LU <br />W0SM <O�IrNti000_O <br />O-OIXOOmZZ¢U <br />F- <br />00 <br />F- <br />acOw <br />��av5wW�V5LLw¢0 <br />W 0O <br />Z <br />a~w° ��Z WoW� <br />Q <br />z <br />O°¢ 0 0 0 ¢g¢ <br />s! <br />O <br />N <br />Z <br />O F— <br />j�o <br />M O <br />Q (n M � <br />U^ <br />U) ti <br />Q LU Lo <br />c'M <br />< <00 <br />Z CU <br />W <br />W <br />JC:) <br />O <br />N <br />N <br />O <br />N <br />1 <br />N <br />1 <br />0 <br />O <br />c6 <br />w <br />r- <br />N <br />N <br />N <br />N <br />N <br />O <br />O <br />N <br />o <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />W <br />O <br />V7 <br />t <br />co <br />O <br />M <br />V <br />N <br />O <br />CM <br />M <br />CD <br />O <br />O <br />O <br />O <br />e— <br />O <br />e— <br />r <br />O <br />6 <br />O <br />r <br />1 <br />�o <br />U; <br />0 <br />0 <br />N <br />0 <br />cn <br />0 <br />0 <br />u7 <br />C <br />0 <br />r <br />.- <br />-01 <br />1 <br />Cr <br />OC)w <br />z z <br />o <br />O <br />6­' <br />w0�' <br />W (n <br />M- <br />Uo-o <br />WW <br />- t <br />VJ <br />ZW <br />I=-Q <br />MOZ <br />(V <br />(�O�w <br />Z <br />00 <br />0 <br />M <br />�zZu- <br />M <br />w N <br />O_j2W <br />U <br />rW <br />z <br />z <br />.. <br />Z <br />�a0 <br />U <br />g <br />Ov <br />o <br />W <br />0. <br />z <br />Z <br />J <br />N <br />W <br />/1/� <br />O <br />LAST PLOT DATE <br />>0 <br />Apr. 11, 22 <br />Z <br />O <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN B <br />