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30'-0" <br />FTFr_F <br />0 <br />v <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B <br />1 /411 = 1'-011 <br />30'-0" <br />yV,9 U U U U U U <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ1A <br />CJ3A <br />CJ5A <br />M <br />U=1063# <br />E <br />rA <br />U=1063# <br />Al <br />A5 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />A3 <br />Q BOTTOM CHORD CAN BE REM <br />DVED IN FIELD IF NEEDED <br />ATTIC <br />A1A (ACCESS <br />All <br />Al <br />Al <br />A3 <br />CJ5A <br />CJ3A <br />CJ1A <br />0 <br />I <br />C*4 <br />A4 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A5 <br />U=1008# U=1088# <br />A7G <br />C3 <br />U <br />LU <br />m <br />EJ7A <br />C7 <br />- <br />- <br />1 /2" <br />io <br />U U <br />12'-0" 6'-0" <br />U <br />1'-2 <br />7 7/8" <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B <br />1 /411 = 1'-01 <br />1 <br />SHINGLE ROOF <br />12 <br />51 <br />12 <br />HEEL= 1'-0 1/8" <br />PLUMB <br />CUT <br />Zia <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />i__ 3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />HEEL= 4 1/16" <br />PLUMB <br />CUT// <br />HANGER CHART <br />J L = LUS 26 (SIMPSON) <br />Total Truss Quantity = 95 <br />TRUSS NOTES: General 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 Will 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 ;NSTALLATION 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 />SEP 0 & 2022 <br />VIRTUAL RF„!�W nSSIS7 <br />Virtual Revi&,^f,4C:c c71 r;,,. <br />Plans Rev;,=\/v coinoleted ail z •k,. <br />for compliance with the 2020 FBC 7th <br />Edition 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 -1311 <br />30' Span or less 30' to 60' pan <br />Spreader Bar <br />60 degrees <br />1k or less <br />01 <br />I_ _ I I m 2/3 to 112 <br />Tag line span arox. 1 Tag line span approx. <br />REFER TO BCSI -131 <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 />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= 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 />FLOC 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 />$MINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />• _ Il %%/////////g <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 />—� <br />CONTRACTORS <br />OF AMERICA <br />-- -- <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 :2382 Garfield <br />CCA PROJ/MODEL/ALT <br />7A2 / 2382A <br />ALT DESC <br />OTC <br />LOT BLOCK <br />DER PAGE <br />7. <br />DATE 1 <br />2 16 201 "7 1 <br />LAN# 333525R S1 A4 "-1' <br />N <br />0 <br />N <br />N <br />1v <br />LO <br />p <br />00 <br />9Aa .9 a r.. <br />yy11 E <br />-h <br />Z <br />`4a <br />4 .:Z AY`. .i�•�t� <br />w <br />0 <br />Q <br />E <br />(11 > L. 0M 0 <br />N V <br />M <br />A' E 2 p <br />8 <br />u_ o <br />�i Uds 0< <br />E <br />W L cO <br />70 C 009 ) <br />4 <br />V, <br />W <br />N w oLU � <br />W~ Q0: W Z W <br />0X0Z <br />W <br />JIUO0U0 <br />p� <br />OOoO0W <br />O <br />Z <br />W�m�?Zp <br />�ll'Q <br />�aO <br />�o�ZWQo <br />6ftjW <br />LL <br />�J <br />O p <br />QoLL � <br />LLUj <br />O F- <br />LL <br />i <br />O <br />Z N <br />OF_ <br />U5::)ti <br />M <br />0 O <br />M <br />QCO <br />LL <br />(1) r <br />F-�iLO <br />M <br />W M 2 O <br />ZU< <br />' Z <br />W <br />W� <br />O <br />411T <br />N <br />N <br />O <br />N <br />i <br />ti <br />CV <br />O <br />O <br />O <br />CO <br />00 <br />N <br />0 <br />0 <br />IN <br />�� <br />CI <br />CV <br />CD <br />N <br />CDO <br />N <br />N <br />O <br />N <br />CoO <br />N <br />N <br />O <br />N <br />W <br />O <br />In <br />O <br />O <br />M <br />N <br />O <br />M <br />N <br />0 <br />0 <br />O <br />0 <br />O <br />V <br />O <br />0 <br />CC <br />CD <br />C <br />L0 <br />V <br />; <br />0 <br />0 <br />0 <br />O <br />O <br />O <br />O <br />1 <br />Cr <br />00 <br />u) <br />Z Z <br />_Z LD <br />CDT <br />i___�� <br />Wv <br />w w v� <br />� <br />Uo—o <br />F— <br />Q <br />0 6_ <br />zw�Q <br />ZX1� <br />Q <br />Q <br />=M02 <br />N <br />�Z�W <br />>2zi <br />M <br />iZZLL <br />N <br />w N <br />Og2z <br />2 <br />Ua>_U) <br />y<0 <br />z <br />Z <br />U <br />a <br />OU <br />o <br />m <br />� <br />Q <br />z <br />A4 <br />Z <br />W <br />_j <br />W <br />N <br />N <br />LAST PLOT DATE <br />Apr. 26, q2 <br />Z <br />FLOOR <br />2ND <br />ROOF <br />J <br />FRAMING PLAN B <br />a <br />