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30'-0" <br />N <br />N <br />r. <br />0 <br />60 <br />N <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A <br />1/411=1-0 <br />0111111111 <br />V-2 1/2" <br />CJ1A <br />CJ3A <br />CJ5A <br />CAA <br />CJ3A <br />CJ5A <br />U=1064# <br />E <br />rA <br />U=1064# <br />A6G <br />lo <br />A5 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />lo <br />M <br />0 <br />N <br />uO <br />A4 <br />A3 <br />Q BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED <br />ATTIC <br />(ACCESS I <br />A1A <br />.q2G <br />CJ1 <br />C2 <br />E2 <br />V-0 5/16" <br />3/8' <br />16-0" 11 11/16" <br />-10 <br />t-ut <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A <br />1 /4„ = 1 1-011 <br />SHINGLE ROOF <br />12 <br />51 <br />12 <br />HEEL= 1'-0 1 /8" 2�A� <br />PLUMB <br />CUT — . 2X4 <br />12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />r— 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= 41/16" <br />PLUMB <br />12" <br />12 <br />12 <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 <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 />9LOCATIONS. 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 CARR`r <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 8 2022 <br />RFVI'\R,A <br />VIRTUAL _ <br />Virtual Rsd <br />,v1e,.� �+s;,i l ,c. <br />Plans Re,reW colr ie:tec ad j ;31%'7th <br />for compliance with the 20 <br />Edition by Debra Anne Klahr PX2300 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WTH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULT B( <br />30' Span or less <br />60 degrees <br />. or less <br />I 112 I I� 2/3101/2 I <br />line span approx. 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 />Gen era I 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 />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 SP D /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 />T <br />LOOR LOADING SCHEDULE <br />CLL = 40 PSF <br />CDL = 10 PSF <br />CDL = 5 PSF <br />OTALL = 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 />►������������� <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 (0 LC9 HMT <br />1/1012020 <br />R801 <br />UPDATED FOR LCA SHM <br />1/18/2021 <br />1 E) <br />LOAD# DESCRIPTION INIT. DATE A <br />CARPENTER <br />f � CONTRACTORS <br />OF AMERICA <br />3900 AVENUE G, N. W. <br />WINTER HAVEN FLORIDA 33880 <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 1 <br />2 16 2017 1 <br />LANLE <br />�333525R S1A4 "=1' <br />N <br />0 <br />P f' T- <br />C`NI <br />CID <br />6 Vd J`6 <br />o <br />00 <br />' <br />¢ <br />i5 <br />W <br />p <br />w <br />p <br />z <br />E <br />o <br />M <br />CO C1'• <br />(NU _0­0 00 d M <br />Eo� t2 <br />�g <br />_ <br />gimma 0 L� g <br />N Q <br />a)< <br />•N ac w p <br />V QN c <br />0O � ri <br />7W V <br />Fo <br />LLi <br />W~ w J W O 0 <br />('LU <br />Q <br />Q� _j(O�Ofcow000a_j0 <br />0-OW00mOZI6 <br />0 Z <br />prnx <br />�1G LL � =) <br />U)U' <br />0-<OWa995zowVo¢ <br />OOQ <br />O= 0Yz <br />✓R <br />O <br />Z <br />W <br />OF_ <br />O <br />z <br />cM <br />Q � M � <br />0- (/) <br />2rn�ti <br />CM <br />Z U <br />W <br />W <br />�Q <br />O <br />Mj <br />N <br />N <br />O <br />N <br />i <br />N <br />i <br />O <br />O <br />06 <br />LO <br />W <br />W <br />N <br />O <br />O <br />O <br />r <br />O <br />O <br />N <br />O <br />CV <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />N <br />O <br />O <br />N <br />M <br />CVN <br />0 <br />'^ <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />N <br />M <br />LO <br />to <br />11- <br />1 <br />Cr <br />00u) <br />Z z <br />—z o <br />O <br />oWCD <br />O <br />O-0 <br />vo�Q <br />OWWM <br />ZwFQ <br />F- <br />Q <br />~ <br />m O Z <br />�Z <br />w <br />N <br />�MZW <br />M <br />I�ZZu- <br />(V <br />w N <br />Og2z <br />>= <br />Ua>- <br />z W <br />. <br />Z <br />Z <br />M¢0 <br />U <br />Ovg <br />0 <br />m <br />� <br />z <br />Z <br />W <br />_j <br />N <br />W Lo <br />V / <br />0 <br />LAST PLOT DATE <br />>,T-- <br />a a <br />Apr. 26, 22 <br />z O <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />