Laserfiche WebLink
0 <br />c0 <br />LID <br />N <br />LO <br />LID <br />9 <br />0 <br /><o <br />co <br />0 <br />N <br />N <br />CV <br />0 <br />v <br />N <br />CONV. FRAMED —� <br />BY OTHERS @ <br />STAIR LANDING <br />30'-0" _ 30'-0" <br />V-2 11: <br />6'-0" _ <br />Q¢� M ¢ <br />FTFGE <br />STRONGBACK <br />LL <br />� <br />BRG <br />WALL <br />14'-9 5/8" <br />1'-2" <br />STRONGBACK <br />F <br />BRG <br />WALL <br />N <br />LL <br />ILL. <br />I <br />ce <br />e <br />0 <br />-- <br />---- <br />- <br />--G-------- <br />CID <br />I I BRG <br />I WALL <br />I I <br />I I <br />I I <br />I I <br />LL <br />I I <br />LF <br />I I <br />I I <br />I I <br />LJ <br />I I <br />I I <br />I I <br />II <br />14'-9 5/8" <br />--- <br />—_� <br />r------------I <br />L---------- I <br />_ <br />-G-----�� <br />I------�------ <br />II <br />I <br />I <br />A <br />BRC <br />WALL <br />I <br />I <br />I <br />j l LL <br />I I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />FTF4G <br />I G <br />i BRI WALL <br />C— — — -- j <br />----� <br />BRG <br />WALL <br />II <br />II <br />II <br />I <br />II <br />I <br />II <br />I <br />II <br />I <br />II <br />9' 9 8" <br />69 <br />ATTIC B8 <br />ACCESS <br />B7 <br />B6 <br />(GIRDER <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />NOT DROPPED) <br />B5 <br />B4 <br />B3 <br />2-PLY 2X <br />OTHERS <br />LEDGER <br />TOP @ <br />M1 <br />BY <br />9'-8" <br />B2 <br />BGE <br />20'-6" <br />9'-6" <br />SECOND FLOOR — FLOOR FRAMING PLAN ELEVATION A <br />1 /411 = 1'-011 <br />M <br />N — <br />a) <br />CJ1A <br />CJ3A <br />CJ5A <br />U-I064# <br />E- <br />7A <br />'� <br />U-I064# <br />CJ1A <br />CJ3A <br />CJSA <br />- <br />A5 <br />F� <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />A3 <br />`t <br />co <br />¢ BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED <br />ATTIC <br />'ACCESS I <br />A1A <br />N <br />LO <br />A2G <br />CJ1 <br />C2 <br />E2 <br />V-0 5/16" <br />0? <br />r <br />3/8' <br />16-0" 11 11/16' <br />-10 <br />19'-10 3/8" <br />SECOND FLOOR — ROOF FRAMING PLAN ELEVATION A <br />1 /411 = 1 '-011 <br />SHINGLE ROOF <br />12 <br />51 <br />12 <br />HEEL= 1'-0 1/8" 1� <br />PLUMB <br />CUT — 2X4 <br />12" <br />to <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />/_ 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= 4 1/16" <br />PLUMB <br />CUTi <br />12 <br />—i n\/A <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 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 />• 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 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 TC 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 />u <br />VA <br />Virtual Review Assist, <br />Plans Review completed and <br />for compliance with the 2020 F8C 7th Editioi <br />by Debra Anne Klahr pX230o <br />Arl"T]ENTION1 <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' to 60' Span <br />30' Span or less <br />Spreader Bar <br />60 degrees <br />or less <br />1/2 2/3 to 1/2 <br />Tag line r span approx. Tag line r span approx. <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 />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-B1 FOR ANY ADDITIONAL BRACING <br />DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BOLL = 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 = 902 PSF <br />DESIGN CRITERIA <br />FFC 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 109 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 />WALL KEY <br />B <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 />PE TER <br />—� <br />CONTRACTORS <br />OF AMERICA <br />- <br />3900 AVENUE <br />G, N, W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONEI <br />(800) 959-8806 <br />FAX; <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT :VAROIUS <br />MODEL :2332 Garfield <br />CCA PROJ/MODEL/ALT <br />7A2 / 2332A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER <br />PAGE <br />A.S. <br />DATE <br />10 2017 <br />LAN# <br />SCALE <br />N333525R <br />1 4 11=11 <br />' <br />M <br />N <br />o <br />LO <br />n ` <br />� r <br />LO <br />CID <br />LO <br />a <br />z <br />y •t : <br />C <br />O <br />❑ <br />w <br />z <br />to N LO <br />0 <br />W L. '= U <br />Q co <br />} D0� ua <br />V) V 70 <br />A) -E L <br />�{E u o <br />f' IL o 0 Q <br />U <br />-i <br />�nN) V w aN <br />W L 00O � <br />CL <br />r <br />I <br />LLI LliLUH¢ <br />�' <br />° to W 0 1- <br />��� W<LU 91.2 YZ� Z <br /><C) J�Q'�0z 0❑OHO <br />U <br />Q F <br />��oZo�oomz=) 0 <br />U' O <br />cA Z <br />U)(Da. OZZ"-pW��a <br />¢LL �WO�H�_gwp2U°¢ <br />O� o = �QZ�¢ <br />LL ¢ O ¢ W <br />O <br />z N <br />O11­_ <br />U) ti <br />M <br />Q (D <br />Iq <br />ILL <br />F-0- WM <br />>- Q O <br />Q <br />z U �- <br />W <br />W <br />O <br />O <br />CO <br />N <br />N <br />N <br />N <br />N <br />N <br />ti <br />N <br />4 <br />4 <br />�— <br />O <br />N <br />O <br />Nr <br />Q <br />O <br />O <br />O <br />d <br />W <br />M <br />r. <br />T-- N N N <br />N N <br />0 0 0 0 0 <br />N N N N N <br />0 0 <br />N N <br />6 06 6 06 M <br />N O — O T-- <br />r O <br />N M <br />O <br />§ 6 O <br />O O <br />6 <br />0 0 <br />0 <br />N�>ooao <br />Cn <br />oo <br />M <br />o <br />� N Lin <br />CD, t� <br />U <br />z <br />Z O <br />oWU) <br />O♦-' <br />W <br />LU <br />C-) <br />o <br />�,o�❑ <br />�O�a <br />Lr) <br />LLI <br />Za—T <br />i0 <br />Q = <br />m 0 Z <br />()Z�w <br />N <br />}W2 <br />2Z� <br />re) 0.ZZLL <br />=�� <br />N �aMz <br />O <br />(n z <br />,z <br />Q <br />z <br />QO <br />Z <br />U <br />U� <br />Oo <br />¢ <br />z <br />z <br />J <br />co <br />Uj <br />1 P1 <br />O <br />,r— <br />LAST PLOT DATE <br />May. 9, 23 <br />Z <br />O <br />2ND FLOOR ROOF <br />FRAMING PLAN A <br />-C III .-.I_- - -- _._ — ---- --- - - _ __ _.. _ �i v 71i -HT. Ili tl ilfTil t "ual l� dld.l'�1,11. loin, �. J F��tl,1,��� e.�. s, , .I:7ai� -T I Tf _ I. - -.1 �— Tyr <br />