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C <br />CIM <br />PTPr-'F= <br />SECOND FLOOR - FLOOR FRAMING PLAW ELEVATION B <br />1/419 = 1 1-011 <br />CJ1A <br />CJ3A <br />CJ15A <br />CJ15A <br />CJ3A <br />CJ1A <br />(1) LO LO Cl) <br />0 0 Q <br />U=1063 <br />EJ "A <br />U = X1O6 3� <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 />NIZ <br />IN FIELD IF NEEDED <br />V p" <br />ATTIC <br />ACCESS A <br />1A <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 10 8 8 # U 1008# <br /><1 <br />EJ7A <br />C_ <br />-4 <br />i <br />M <br />r <br />A7G <br />C3 <br />js <br />< < < <br />co Lo <br />6'-0" <br />12'-0" <br />1'-2 1/2" 7 7/8'�-_ <br />19'- 10 3/8" <br />CGE <br />10'-1 <br />5/8" <br />S�EC ND FLOOR - ROOF FRAMING PLAW ELEVATION B <br />0 <br />2: 1/4 -11-091 <br />SHINGLE ROOF <br />12 1__� <br />51 12 <br />HEEL= V-0 1/8" <br />P LU M Bl' 0 <br />CUT 2X4 <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />12" <br />CD <br />HEEL= 4 1/16" <br />PLUMB <br />12" <br />CJ1A <br />CJ3A <br />04 <br />C,15A <br />9 <br />:;t <br />I <br />C) <br />I <br />12 <br />112 <br />2 <br />2X4 <br />I HANGER CHART — <br />WALL HT. BASED JL =LUS 26 (SIMPSON) <br />ON 8'-8" AT.F. <br />ii Total Truss Quantity = 95 <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 TRUGS 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 H1 OA 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 />BACK LOCATIONS. <br />9 SECOND STORY TRUSSES ARE CUTBACK 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 />OC1_ 3 2522 <br />Virtual Review Assisi, in," <br />Nans Review completed and approve'r' <br />for compliance with the 2026 rbr7th Ed itk - - F <br />'1v Debra Anne K[ahr PX939p <br />ATTENTION' <br />0��e - - <br />DON'T LIFT SINGLE TRUSSES <br />V\nTH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULT I <br />30'Sp7less 60 degre s <br />I . or less <br />112 2 3 to 1/2 <br />Tag line span a Tag line �Wn apr��. <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-1311 <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-1311 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 />IFLOOR LOADING SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 P S, F <br />T <br />OTAL = 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 />8 2 —8 <br />10'-0" <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />created from 7A2 2386B A.S. <br />2/16/2017 <br />R101 <br />LC9 JITH <br />,/1 7 <br />12113/17 <br />R/01 <br />CHANGED HANGERS TO SIMPSON RDP <br />'117 <br />03/13/18 <br />RA01 <br />R <br />REV. RE'S JRH <br />8130/18 <br />RB01 <br />REMOVE SCAB FROM B2 JRH <br />9/5/18 <br />RC01 <br />UP LOAD DUE TO DIFF @ LC9 HIMT <br />1/10/2020 <br />RD01 <br />UP DATED FOR LCA SHIM <br />1/1812 021 <br />j <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N.W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE:( <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 />ALTDESC <br />OTC <br />LOT BLOCK <br />rESIGNER PACE <br />7sGN <br />I <br />A. 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