Laserfiche WebLink
L <br />30'-0" <br />r:TPr'_9= <br />3'-10" <br />641 <br />20'-6" <br />SECOND FLOOR - F'"OOR FRAMING PLAN ELEVATION B <br />1/411 = 1 1-011 <br />IF <br />a <br />30'-0" <br />< < <br />(y) <br />L) 0 L) <br />Cj1A <br />CJ3A <br />CJ5A <br />E, <br />7A <br />CAA <br />CJ3A <br />CJ5A <br />—h; <br />A6G <br />A5 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />A3 <br />BOTTOM CHORD CAN BE REM <br />DVED IN FIELD IF NEEDED <br />ATTIC <br />IACCESS <br />AIA <br />1 <br />co <br />AH <br />Al <br />N� <br />Al <br />K <br />A3 <br />__9 <br />A4 <br />-Z <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED)— <br />C14 <br />LID <br />A5 <br />U- 1005 # U-IOBB# <br />7 <br />A7G <br />I <br />r <br />co <br />r- <br />LU <br />EJ7A <br />CJ5A <br />CJ3A <br />CAA <br />C3 <br />C14 <br />'T <br />\\\3 <br />o? <br />121-011 <br />6-0" <br />1 V-211/2" <br />7/8" <br />�==,z=_,7 <br />. . . . . . . . ... <br />. . . . . . <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B <br />4�, ] \\� 1/4111 = 1 1-011 <br />SHINGLE ROOF <br />12 <br />51 12 <br />HEEL= 1'-0 1/8" <br />PLUMB <br />CUT -1-1 <br />OVA <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />HEEL= 4 1/16" <br />PLUMB <br />12" <br />12 <br />12 <br />2X4 <br />HANGER CHART <br />JL =LUS26 (SIMPSON) <br />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 CONNECTORSARE "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 CUTBACK 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 />e 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 PRIOR <br />WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT <br />CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 <br />NOTE: <br />MULTI -PLY GIRDER CONNFCTION. <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 REPAIR& <br />COLUMN NOTE: <br />REFER TO FOUNDATION PLAN FOR COLUMN SIZES <br />JIUL 2 1 <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. PLEASE REFER <br />TO BCSI-131 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 <br />USAGE = RESIDENTIAL CAT 11 <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON 9.2 PSF <br />IGN 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 />o components an c a mgs <br />and m m* 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 />1 -.10 <br />IN - <br />ROOF DESIGNED FOR <br />SHINGUF', <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />1/100=021 <br />FEWER; <br />rLOAD# DESCRIPTION INIT� DATE <br />R101 <br />Created from 2386 model AS <br />2/16/2017 <br />R/01 <br />LC9 JTH <br />12113/17 <br />R/01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/13/18 <br />RA01 <br />UP LOAD DUE TO DIFF @ _C9 HMT <br />1/10/2020 <br />RB01 <br />UPDATED FOR LCA SHIM <br />1/18/2021 <br />R <br />CAF)PENTTE <br />CONTRACTORS <br />sist, Inc. <br />: 1. qV_ F'DICA <br />virtuat Review 4' OF AMT <br />�ta lid approv <br />ptans Review compteted a FBc 7th E tiOn 31300 AVENUE G. N, W. <br />tor compliiance with he 2020 WINTER HAVEN FLORIDA 33880 <br />by 0ebra PHONE:( 800) 959-8806 <br />FAX: (863) 294-2488 <br />ATTIENTION'. <br />C�tl <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30'BY THE PEAK <br />I CONSULT EIC <br />30'Sp7less 60 deoree8 <br />� or les; <br />1 112 231o112 <br />Tag line span a prx Tag line n <br />REFER TO BCSI —B1 <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 />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 />ESIGNER PAG E <br />A.S. <br />DATE <br />2/16 2017 <br />AN# SCALE <br />N333525R 1�4 11=11 <br />ce) <br />kn to <br />V. <br />LO <br />C) <br />00 <br />LO <br />U� <br />Ax <br />< <br />G! <br />Uj <br />0 <br />0 <br />z <br />Lo P <br />C) 04 <br />(D 0 q <br />cy) �'! <br />(y) co <br />70 % <br />E Q <br />C: ::) 2 c.D <br />-5 LL 0 < <br />U <br />Ln u Lu <br />(D cO E <br />C:) 0 <br />W LU <br />C9 Ly <br />0� <br />U� Uj 0 F- <br />Uj U_j Uj _j Uj 2 0 <br />LU I— :< Q� 2 _j W z 0-1 z <br />cl� 0 2 _j < 0 � W < 0 0 20 —�o <br />< :0) T< .j 0 C,� 0 0 - — <br />< < <br />F— l__ <br />0 0 <br />0 2 <br />7) 0�zLLLLR00_j0zH <br />au)w 0 0 M Z <br />U) LU EL LU — z LU — 0� <br />(D > U) LLJ LU �_ W LL W < 0 <br />0 z <br />LL <br />CL it <br />_j Zyozz OLUL)M�OL <br />_j < 0 z <br /><� <�-M`6620 < <br />0 LU < <br />LL < 0 < LL <br />0 <br />0 <br />z CNI <br />LL, <br />0 <br />> q <br />(D 0 <br />CY) 0 <br />w CY) I'*- <br />Lq <br />_j <br />LL q. <br />w <br />< W Lq <br />F— cl� CL cr) <br />z <br />,W 0- 2 -r-- <br />�< >- < 00 <br />z <br />z <br />W <br />LLJ <br />0 <br />0 <br />(0 <br />CN <br />CN <br />N <br />C) <br />CNI <br />0 <br />N <br />0 <br />CNI <br />I <br />I <br />CD <br />C� <br />0 <br />C� <br />0 <br />C� <br />q <br />q <br />0 <br />CO <br />M <br />T- <br />0W0a0T--T— <br />N <br />N <br />N <br />N <br />N <br />C) <br />C�l <br />0 <br />C�l <br />0 <br />C� <br />(D <br />C� <br />C) <br />C� <br />0 <br />N <br />C) <br />M <br />N <br />W <br />CD <br />N <br />M <br />4 <br />C:) <br />0 <br />0 <br />a) <br />>1 <br />C) <br />CD <br />NJ <br />0 <br />COI <br />0 <br />It <br />0 <br />L0 <br />CD <br />CD <br />0 <br />il- <br />LO <br />I <br />I <br />I <br />00 (1) <br />Z Z <br />z 9 <br />0 4_0 <br />Lu <br />LLJ (0 <br />LU <br />0 <br />4_j <br />0 <br />0 <br />Z) <br />0 <br />0 <br />L0 <br />o <br />Z <br />X <br />CL <br />LU <br />LU <br />MO< <br />Z <br />z <br />(D <br />0 LU <br />Z _j <br />00 <br />< LU 0 <br />rf) <br />0— <br />2 z W <br />Z Z ILL <br />(.0 <br />.1j 117111111 <br />0 <br />:� < I-_ <br />Mz <br />LU <br />N <br />IL >- W <br />< <br />z <br />LOZZ <br />X: < 0 <br />ry . . <br />z <br />F_ <br />_�e <br />L) <br />!� <br />6 <br />0 <br />IL <br />z <br />A4 <br />z <br />z <br />LLI <br />CO <br />04 <br />C) <br />LAST PLOT DATE <br />> <br />May. 9, 23 <br />A__j <br />Z 0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN B <br />