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30'-0" <br />CTCl� C <br />STRONGBACK <br />0 <br />STRONGBACK <br />BRG <br />14'-9 5/8" <br />WALL <br />fBRG <br />Ox <br />LL <br />U_ <br />.0 <br />Fv <br />11 <br />1/1111A <br />11 <br />V <br />lt <br />M <br />0? <br />(V <br />� <br />---------- <br />---- <br />--- <br />----��A <br />---------'— <br />N <br />CV <br />I I <br />I I <br />I I <br />-- ----, <br />II <br />I I <br />i i <br />M <br />I <br />II <br />I I <br />LL <br />- <br />- <br />- <br />II <br />I i <br />BRG I i <br />WALL ( I <br />EN <br />Lo <br />q <br />o <br />60 <br />4- 5 n <br />I -------- <br />r-- <br />___5-______ <br />--- <br />_____ _ <br />— <br />I <br />I <br />I <br />i <br />BRG <br />WALL <br />II <br />B <br />Ij <br />4 <br />I <br />I <br />LL II <br />N <br />CONV. FRAMED <br />@ STAIR LANDING <br />00 <br />I I <br />I I <br />I L <br />I a <br />a <br />71 0 N <br />FTF4G <br />II <br />BRG WALL i — — _. <br />I I <br />I ~---- <br />ii— <br />i I <br />II <br />BRG I I <br />WALL I I I <br />I <br />II <br />I <br />II <br />I <br />II <br />iI <br />II <br />I <br />— <br />9'-9 5/8" <br />Q c <br />� i <br />v o <br />N <br />B9 <br />B8 ATTIC <br />ACCESS I <br />B7 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />B6 <br />B5 <br />B4 <br />B3 <br />B2 <br />2-PLY <br />2X_ <br />DETAIL <br />LEDGER SEE <br />11, SHEET A5 <br />M1 <br />co <br />�iL�� <br />BGE <br />20'-6" <br />8'-Ott <br />9'-6" <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A <br />1 /411 = 1'-011 <br />30'-0" <br />¢ M ttfl M Q <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ1A <br />CJ3A <br />N <br />CJ5A <br />U-1063# <br />EJ7A <br />163# <br />A6G <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A5 <br />A4 <br />A3 <br />0 <br />9 <br />d- <br />BOTTOM CHORD CAN BE REMOVED <br />IN FIELD IF NEEDED ¢ <br />M <br />ATTIC <br />ACCESSI A1A <br />AHU <br />Al <br />Al <br />A3 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />co <br />A5 <br />U=1088# U-1008# <br />00 <br />CJ5A <br />CJ3A <br />CJ1A <br />EJ7A <br />m <br />C <br />A7G <br />J <br />C3 <br />0 <br />N <br />r <br />v <br />P <br />¢ ¢ Q <br />U U U <br />6'-0" <br />12'-0" <br />( 1V-2 1/2" 7 7/8' <br />,j <br />U <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A <br />1 /411 = 1'-0" <br />SHINGLE ROOF <br />12 <br />51b 12 <br />HEEL= V-0 1/8" Z�A <br />PLUMB <br />CUT — _ 2X4 <br />1 12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />/_ 3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8"I A.F.F. <br />1 <br />HANGER CHART <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/ MTS16S. <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 />BACK LOCATIONS. <br />• SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR <br />WALLS. <br />_ NOTE: <br />N DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS <br />o 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 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 />J L = HUS 26 (SIMPSON) <br />Total Truss Quantity = 98 <br />HEEL= 4 1/16" <br />PLUMB <br />CUT// <br />12 <br />n�/ A <br />lo- 21 <br />iew Assist.l <br />virtual Rev <br />plans Review completed and <br />tot ComplianceR adpnnne Klahrr Pf <br />by Ue <br />Labeled End Mark <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Span or less 30' to 6C' Span <br />Spreader Bar <br />60 degrees <br />or less <br />I 112 I I 2/3 to 1/2 I <br />Tag line r span approx. Tag line r 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 />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-81 FOR ANY ADDITIONAL BRACING <br />DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL = PSF <br />BCDL = 1() 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 />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />►������������� �ipy-oi01 <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />created from 7A2 2386E A.S. <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 />REV. RE'S JRH <br />8/30/18 <br />RB01 <br />REMOVE SCAB FROM B2 JRH <br />9/5/18 <br />RC01 <br />UP LOAD DUE TO DIFF @ LC9 HMT <br />1/10/2020 <br />RD01 <br />UPDATED FOR LCA SHM <br />1/18/2021 <br />••D DATE1 <br />- J <br />CARPENTER <br />CONTRACTORS <br />-.- <br />OF AMERICA <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 />DESIGNER PAGE <br />A.S. <br />DATE 1 <br />2 16 2017 1 <br />LAN# SCALE <br />N333531R 1 4 "=11 <br />tM <br />N <br />rn <br />n <br />•.1 • <br />, <br />00 <br />LO <br />W <br />•, <br />0 <br />W <br />0 <br />z <br />a <br />V) <br />4) N LO E <br />6. �S o <br />_W <br />\ <br />' Cl) F d <br />N M <br />— <br />N <br />} <br />V -OC <br />E .O M <br />u <br />LL 8 v a <br />.Ns <br />^` <br />w�� �* <br />QN : C <br />0 C-i <br />W <br />L m <br />_ a <br />n/ W <br />LL w-�O <br />°LLi vi W°~ <br />F-Q Q' J Q-' ~ <br />W Z d' Z <br />°oomEz <br />Q Q <br />LL O Z¢~ <br />°tn°W�oZo�c¢, <br />U'0 0 r� <br />Z <br />�UO�W0Wa°zYZzp <br />WLL o��L) <br />°Q o 0 o�agQ¢ <br />O <br />O <br />Z CN <br />O� <br />0 <br />z <br />0 c0 O <br />Q M <br />U) LL IRT <br />G U) I ti <br />Z <br />< Uj < LO <br />�W_IZM <br />00Z <br />U FF_ <br />Wz <br />W <br />J0 <br />O <br />mi <br />N <br />N <br />N <br />O <br />O <br />O <br />ti <br />N <br />4 <br />r <br />4 <br />O <br />N <br />O <br />N <br />O <br />O <br />O <br />O <br />o <br />00 <br />6 <br />co <br />00 <br />O <br />O <br />O <br />O <br />O <br />N <br />O <br />N <br />CD <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />CO <br />O <br />O <br />o0 <br />O <br />A <br />r- <br />N <br />O <br />M <br />O0 <br />� <br />11 <br />0 <br />0 <br />1 <br />0 <br />1 <br />0 <br />L <br />N� <br />; <br />0 <br />0 <br />0 <br />M <br />O <br />O <br />CDo <br />LO <br />� <br />N <br />� <br />v7 <br />CO <br />� <br />Cr <br />Z Z <br />-ZO <br />O <br />}' <br />LUJ <br />WWCO <br />U 5; <br />Oo <br />Uo—� <br />�WW <br />-0z <br />LLI <br />Q <br />�m0Z <br />Z J <br />('**4 <br />00 <br /><Z0 <br />M <br />aZZW <br />LO <br />w N <br />Og2Z <br />0 <br />< <br />ULOZZ <br />Z <br />�Qp <br />� <br />z <br />U <br />� <br />OU <br />0 <br />m <br />� <br />Q <br />z <br />LU <br />Z <br />W <br />J <br />WC44 <br />0 <br />� <br />o <br />Q <br />LAST PLOT DATE <br />May. 9, 23 <br />z <br />O <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />13111111 <br />Iv <br />