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4 <br />FLOOR FRAMING PLAN (ELEV A. <br />1 /4„ = 1'-0„ <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />10 <br />BEARING WALLS <br />A/C CHASE <br />O3 <br />AHU ABOVE <br />04 <br />22"x36" ATTIC ACCESS <br />O5 <br />STAIRS AREA <br />06 <br />2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS <br />JV —V <br />M L0 M <br />CJ1 <br />�I <br />I <br />II <br />II <br />I I <br />I <br />I <br />CJ1 <br />o <br />CJ3 <br />II <br />Ii <br />II <br />EJ7 ii <br />I <br />i <br />CJ3 <br />II <br />II <br />I <br />� <br />II <br />II <br />II <br />II <br />I <br />I <br />CJ5 <br />II <br />jl <br />I <br />i <br />II <br />II <br />I I <br />I <br />I <br />I <br />CJ5 <br />U= 1015# <br />I <br />L_ <br />__J <br />__J <br />A9G <br />-� U= 1016# <br />II II A7 <br />i I <br />DROPPED FLAIL OPS OF <br />HIPS FOR FRAYING <br />----------------------- --- --=J <br />(GIRDER NOT OPPED) <br />A5 <br />II II II <br />I I <br />II II <br />. <br />111 I I I u A3 <br />I <br />BOTTOM CHORD CAN BE Al <br />REMOVED IN FIELD OVER <br />------ I L------------- J I i i AHU IF NEEDED (SEE ENG) <br />��--_��-------_j _--I------------ II II <br />AlA <br />I <br />3 <br />II II <br />I I I I <br />II II <br />>j <br />II II <br />II II <br />I, <br />i <br />L - J <br />�I <br />II <br />------------------------------� <br />II <br />II <br />» <br />------ —II--------------------------- <br />II <br />II <br />I I ¢ <br />II <br />II <br />II <br />II <br />Cl) <br />LO <br />IL-----1 <br />Ir----�1 <br />II II <br />o <br />j1 II <br />0 <br />N <br />ii ii <br />J <br />II II <br />S6 <br />II II A2 <br />I 1j <br />------------77T---- -- <br />r---� rI I <br />II II II �I II A4 <br />�I II II II II <br />II II IL---- L --------------- -------------- <br />II <br />lj1 11 L------ ----------------------------- <br />F ---- <br />J I I <br />DROPPED FLAT TOPS OF <br />A6 <br />I I n <br />HIPS FOR FRAMING <br />I I j j <br />(GIRDER NOT DROPPED) <br />A8 <br />I I I I <br />U= 1329# i Li <br />I HTU26. L------------1 <br />A10G <br />I I <br />I <br />61 <br />0 <br />7'-0'I I <br />2'-0�1[ <br />9 <br />I I <br />1'-0" <br />I Lus24 l <br />CJ5A <br />II B2 <br />p <br />L <br />---- <br />---_ <br />_ <br />ILUS24 <br />CJ3A <br />ii <br />I I <br />I J <br />b <br />EJ7 <br />O <br />1 If B3 <br />m <br />II <br />� <br />I I <br />I LUS2 <br />CAAI <br />i <br />I j <br />i I <br />B4G <br />4'-8" eo <br />1P <br />¢ CJ3 <br />LUS24 <br />00 <br />N <br />�US2 �1 - <br />CALU <br />o <br />I <br />0 <br />' <br />CGE <br />7�1 <br />U U <br />10'-0" <br />6-4" 1 13'-8" <br />Ir <br />fol <br />30'-0" <br />ROOF FRAMING PLAN (ELEV A. <br />1 /411 = 1'-011 <br />SHINGLE ROOF <br />4F 12 <br />HEEL= 3 5/16" <br />PLUMB <br />CUT/ <br />#" <br />two, <br />12 <br />0 <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 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 />— LABELED END MARK <br />OCT 18 202 <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />Virtual Review Assist, Inc. <br />Plans Review completed and appro a CJ5 <br />compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />q CJ3 <br />U <br />CJ1 U <br />SHINGLE ROOF <br />12 <br />5� 12 <br />HEEL= 4 1/16" ZQ 01 <br />PLUMB <br />CUT — 2X4 <br />12" <br />(o <br />r <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />U <br />V-0 5/16° f 2'-0" 1, 2'-0" <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />TRUSS QUANTITY: 123 <br />ATTENTION! <br />4�xx <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 60' <br />Spreader <br />60 degrees <br />�. ./ or less <br />I 112 � I I 2/3 to 1 /2 I <br />line f span appro.. Ta line r 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-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. <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 />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 />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 />R601 <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 />3-13-18 <br />RE01 <br />ADDEDDMVERTON FLRTRUSSES @ EXTERIORWALLS ARZ <br />10/19/18 <br />RF01 <br />Rev hangers,drop FG 's 1/4',rv'd ant@garage rdg <br />9124/19 <br />RG01 <br />REVISEDLOADING ON FTG5 ARZ <br />1211:1 <br />� CARPENTER <br />�Ih CONTRACTORS <br />OF AMERICA <br />3900 AVENUE G, N.W. <br />WINTER HAVEN FLORIDA 33880 <br />PH❑NEI (800) 959-8806 <br />FAX) (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 />DESIGNER PAGE <br />SLC <br />DATE 1 <br />06/11/15 <br />LAN# SCALE <br />N317638R 1 4 11=1I <br />' <br />N <br />N <br />r0t`- <br />LO <br />.� <br />WJDOHS <br />C) <br />e <br />Cd� e <br />LO <br />e <br />ea <br />a <br />A 013 <br />(o <br />w <br />w <br />0 <br />z <br />to <br />N LO ; E <br />o <br />�v ui <br />�'N <br />to <br />N <br />M <br />V Q V° % <br />�rnrn <br />A' o � t <br />W u o <br />� O � <br />} o <br />V! • O u` 83 o m Q <br />�610 <br />-s <br />.N <br />Lu Q:00 N <br />N C <br />�I1 <br />W <br />L ) � �? a� <br />W <br />o L W o l- <br />I_— q J �qQ~zQ� <br />Q <br />Q I-- <br />_U <br />¢�X-0of 0z2ODOJo <br />o,fronoGOR00mZz¢¢ <br />O <br />Z <br />cWnFv�a>-U <br />n- (wwLL�¢=, <br />�?Wz���oaF¢°W <br />QWe¢LLOW 2rF Q¢ O W —0 Z) o LLIL¢ <br />O <br />0 <br />Z N <br />OF- <br />�F-.cMO <br />Q w M � <br />U) Ll^ r�_ <br />W Lid <br />F- W CM <br />00 <br />ZUF- <br />z 3: <br />WW <br />_jo <br />0 <br />O <br />o0000 <br />O <br />o <br />N <br />N <br />r <br />M <br />M <br />C3 <br />0 <br />C <br />0 <br />O <br />N <br />o <br />N <br />o <br />' <br />z <br />cl�N <br />LO <br />w <br />O <br />C' <br />o <br />o <br />O <br />00 <br />ZZ <br />¢Z <br />O <br />Zw <br />� <br />'0 <br />W <br />Uo <br />Wo <br />U �5 <br />_ <br />O <br />U <br />�zj <br />Z <br />oho <br />a —a <br />WWQ <br />mftw <br />Ln <br />C9 <br />N <br />ono <br />SOU) <br />W <br /><�� <br />. . <br />N <br />Q <br />O <br />ZWO <br />r- <br />U <br />w LL <br />z <br />Z <br />a <br />U)z <br />Z <br />�� <br />pU <br />_o <br />W <br />z <br />z <br />z <br />J <br />T_ <br />o <br />T_ <br />O <br />LAST PLOT DATE <br />• <br />May 2, 2022 <br />Z <br />�' <br />_I <br />FRAMING PLANS A <br />