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'4 <br />FLOOR FRAMING PLAN (ELEV A. <br />1 /4„ = 1'-019 <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1O <br />BEARING WALLS <br />O2 <br />A/C CHASE <br />O3 <br />AHU ABOVE <br />O4 <br />22"x36" ATTIC ACCESS <br />O5 <br />STAIRS AREA <br />O6 <br />2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS <br />c <br />iY <br />tiV1 <br />CJ1 <br />o <br />CJ3 <br />F_ <br />CJ5 <br />0 <br />N <br />0 <br />b <br />N <br />CJ5A <br />0 <br />CJ3A <br />CJ1A <br />~�~ <br />00 <br />0 <br />r <br />ROOF FRAMING PLAN (ELEV A.) <br />1 /411 = 1'-011 <br />SHINGLE ROOF <br />12 <br />12 <br />12 <br />01HEEL= 3 5/16"_PLUMB <br />CUT <br />V. <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 EXTERIOR BLOCK <br />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 />(2) 16D COMMON NAILS <br />OR 0.128" X 3" GUN NAILS <br />2X4 STICK LUMBER 24" O.0 <br />MAX IN LINE WITH JACKS <br />(SEE DETAIL IN ENG PACK <br />FOR GRADE) <br />DROPPED FLAT TOPS OF HIPS FOR <br />FRAMING (GIRDER NOT DROPPED) <br />JUN 1 1 Z022 <br />ASSIST <br />(iew Assist, Inc. <br />ew completed a pproved o <br />,rA vi/ith the 2020 FBC 7th <br />Klahr PX2300 <br />SHINGLE ROOF <br />51 <br />12 12 <br />HEEL= 4 1/16" � 0[_ <br />PLUMB <br />CUT — 2X4 <br />12" <br />CO <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 />V-0 5/1 <br />LABELED END MARK <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />1 <br />CJ3 <br />U <br />CJ1 V) <br />U <br />oil 11 <br />6" . 1. 2--0" 1. 2'-0" I. <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />TRUSS QUANTITY: 123 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />3U BY THE PEAK <br />I CONSULT BCSI -B1 <br />30'Spanlorless <br />60 degrees <br />or less <br />30' to 60' <br />1 112 I r� 2!3 to 1/2 <br />line span aDProX• Ta 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-131 <br />RECOMMENDATION PERMANENT X-BRACING <br />SHOULD BE PLACED AT A MAXIMUM SPACING 15' <br />G.C. ACROSS THE SPAN, TO BE REPEATED AT A <br />MAXIMUM OF 20' BETWEEN EACH X-BRACE <br />THROUGHOUT THE STRUCTURE. <br />PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL <br />BRACING 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 />Iload. <br />FLOOR LOADING SCHEDULE <br />CLL = 40 PSF <br />T <br />CDL = 10 PSF <br />CDL = 5 PSF <br />OTAL = 55 PSFF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />�r 1 <br />- 00MOZ/� <br />.�������0010, <br />LOAD DESCRIPTION INIT. DATE <br />R/01 <br />NEW MODEL SLC <br />06/11/15 <br />RA01 <br />LC8 RDP <br />11/05/15 <br />RB01 <br />REV LOAD FOR ACCTG HMT <br />4/13/16 <br />RC01 <br />UPDATED RE'S ARM <br />10/10/16 <br />RC01 <br />LC9 JTH <br />12/15/17 <br />RD01 <br />CHANGED TO SIMPSON HANGERS JRH <br />3 1318 <br />RE01 <br />ADDEDE7(IRAVFATONFLR1RlI55ES@EX1BtI0RWALLS ARZ <br />RF01 <br />Rev hangers,drop FG 's 114',Wd cud garage rdgJE <br />J12/17/1 <br />RG01 <br />REVISEDLOADING ON FTG5 ARZ <br />CARPENTER <br />-] <br />CONTRACTORS <br />�a <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 :2551 <br />CCA PROJ/MODEL/ALT <br />7A2/2551/A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />(7ESIGNER PAGE <br />SLC <br />DATE 1 <br />06/11/15 1 <br />LAN# SCALE <br />N317638R 1 4 11=1' <br />N <br />V) <br />�:• <br />U') <br />O <br />ao <br />_,�� - - _ '' Y <br />W <br />S1 6 FAAl <br />C <br />O <br />0 <br />w <br />0 <br />z <br />a <br />E <br />> 0 ; D <br />�M� N <br />Vi V �°� « M <br />a) E7 .O 2 8 <br />w.g a a <br />�V) w Q� <br />U N C <br />n` <br />W L 0E <br />o � <br />a _0 <br />W <br />0 W <br />w <br />Wl,_ W J W 2 F- o <br />I-¢ X 2 _j X zW <br />2'O:� <br />z <br />it <br />Q U <br />Z) H i- <br />J�O>X<U_V00J_O <br /><ax zOLL0zi00,- <br />— <br />Cyu)xW ZoWoir z:) <br />U) O Z <br />W W W � <br />CL 0 W W 0_ Q <br />Q<a0WQ-zWz <br />� <br />J <br />a. <br />LL. <br />ow 2 I-- 2 W O <br />oW o oQz9¢ <br />¢ <br />LL¢ O F- Q LL <br />iR <br />Z CV <br />OW <br />H <br />��o <br />I��cMr` <br />Q LO <br />ti <br />W <br />I—WM <br />Z V <br />Wz <br />Wo <br />J O <br />� <br />I <br />r <br />I <br />i <br />I <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />N <br />N <br />!Z4 <br />N <br />N <br />Q <br />N <br />N <br />N <br />N <br />N <br />Il- <br />O <br />r <br />V) <br />` <br />M <br />N <br />r <br />O <br />00 <br />O <br />O <br />O <br />O <br />— <br />N <br />O <br />N <br />O <br />Z <br />O <br />wo <br />0 <br />N <br />o <br />c+i <br />O <br />4 <br />o <br />6 <br />I <br />I <br />i <br />Cr <br />CO <br />}Z <br />z <br />U) <br />az <br />w <br />O <br />O <br />W <br />U <br />Woo <br />VUFn <br />Lo - <br />= 5; <br />ow- <br />0 <br />Z <br />a�a <br />wLn Q <br />Cali;t <br />Ln <br />o <br />[V <br />o <br />zo= <br />W <br /><I-� <br />. N <br />O <br />ZWO <br />U <br />gZLL <br />Z <br />�z <br />Z <br />�� <br />U <br />< <br />00 <br />W <br />a. <br />z <br />A4 <br />z <br />w <br />Wr*_ <br />J <br />C0 <br />0 <br />N <br />LAST PLOT DATE <br />M <br />M <br />April 13, 2022 <br />- <br />z O <br />J <br />FRAMING PLANS <br />A <br />