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30'-0" <br />STRONGBACK <br />u <br />LL <br />STRONGBACK <br />BRG <br />14'-9 5/8" <br />WALL <br />V-2" <br />0 <br />Zo <br />BRG <br />WALL <br />INi <br />® <br />• O <br />0 <br />Cl) <br />— <br />— — — — — — — — <br />— <br />r` <br />M <br />— — — — — — <br />— <br />— — — — <br />O <br />— <br />N <br />N <br />(V <br />I I <br />I I <br />I I <br />� <br />� <br />� <br />I I <br />1 I <br />I I <br />I I <br />Cl) <br />i <br />' <br />WW <br />I I <br />I I <br />I I <br />I I <br />� <br />o <br />BRG I I <br />WALL I I <br />I I <br />u <br />N <br />LO <br />o <br />v <br />b <br />bo <br />L0 <br />q--------- <br />14'-9 5/8" <br />-- <br />I <br />I <br />BRG <br />WALL <br />I <br />I <br />LL <br />- <br />IN <br />,j <br />N <br />�— <br />CONY. FRAMED <br />@ STAIR LANDING <br />U <br />FTF4G <br />BRG WALL <br />BRG <br />WALL <br />— — <br />— — — — <br />O <br />O <br />N <br />B9 <br />B8 ATTIC <br />ACCESS <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 <br />11, SHEET <br />M1 <br />SEE <br />A5 <br />00 <br />BGE <br />20'-6" <br />8'-0" <br />T-6" <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A <br />1 /411 = 1'-0„ <br />30--0" 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 />M LO LO M Q MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP <br />y��q DRAWINGS MUST BE REVIEWED AND APPROVED BY <br />DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD <br />PRIOR TO CONSTRUCTION. <br />CJ1A <br />EJ7A <br />CJ1A <br />CJ3A <br />CJ3A <br />N <br />ti <br />CJ5A <br />CJ5A <br />U=1063# <br />U=1063# <br />A6G <br />DROPPED FLAT TOPS OF <br />A5 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />A3 <br />0 <br />BOTTOM CHORD CAN BE REMOVED <br />IN FIELD IF NEEDED Q <br />ATTIC <br />I <br />ACCESSI <br />A1A <br />ki <br />AHU I>< <br />Al <br />Al <br />A3 <br />DROPPED FLAT TOPS OF <br />A4 <br />00 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A5 <br />U=1088# U=1003# <br />A7G <br />J <br />CJ5A <br />C3 <br />CJ3A <br />EJ7A <br />� <br />U <br />CJ1A <br />P <br />LO <br />U U U <br />6-0" <br />12'-0" <br />�V-2 1 /2" 7 7/8' <br />o <br />N <br />y <br />U' <br />i <br />i <br />I <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" <br />PLUMB <br />CUT 2X4 <br />1 12" <br />CID <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 />(V <br />0 <br />Total Truss Quantity = 98 <br />HEEL= 4 1/16" <br />Z�rk 12 <br />2X4 <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 P10A'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 />BACK LOCATIONS. <br />• 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 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 />OCT 18 2022 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th E it- n <br />by Debra Anne Klahr PX2300 <br />Labeled End Mark <br />ATTENTION! <br />DONT LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />39 BY THE PEAK <br />CONSULT BCSI -B1 <br />39 Span or less 30' to 60' pan <br />Spreade Bar <br />60 degrees <br />orless <br />I 112 -i 2/3 to 1 /2 — <br />Tag line span approx Tag line span appmx. <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-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 = C <br />USAGE = RESIDENTIAL CAT II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON= 9.2 PSF <br />DESIGN CRITERIA <br />FBC 2023 <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# psfnnn-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 />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />created from 7A2 2386B A.S. <br />2/16/2017 <br />R101 <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 />8130/18 <br />RB01 <br />REMOVE SCAB FROM B2 JRH <br />9/5118 <br />RC01 <br />UP LOAD DUE TO DIFF @ LC9 HMT <br />1/10/2020 <br />RD01 <br />UPDATED FOR LCA SHIM <br />1/18/2021 <br />CARPENTER <br />7�7CONTRACTORS <br />-] <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 />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 "=1' <br />N <br />N <br />r <br />a f <br />N <br />N <br />0.� <br />°:. °e <br />L0 <br />l - <br />p f,OD <br />A� <br />o <br />LO <br />"a t <br />uj <br />` <br />O <br />W <br />0 <br />z <br />E <br />o <br />>1 <br />NC-i 7 <br />to V -G Co .u�. M <br />C: /1, L L p <br />2 S <br />0 LL8 m¢ <br />t �d.q <br />_�� <br />•:/i W Q w <br />�1 N C <br />W p �_ <br />rz,O� °' <br />IL <br />w <br />w <br />LLF <br />W~Q itJ itII°zW <br />(D <br />QU <br />Q <br />W <br />W002_j<0 it<U_ <br />< (13WW°Z�°o�Q� <br />000 <br />a <br />O <br />— <br />°at°W�0'�Oof00 <br />J 0 a z Y o Z z LL OO <br />W d <br />(� <br />Z <br />Z <br />QLL oW°gt¢—F—�wpM�U�Q <br />Q <br />OW C) OQ <br />LLQ 0 <br />O <br />Z <br />W <br />O� <br />0 <br />p L_co <br />Q �0 (M � <br />G <br />� LL <br />I—Wco <br />TOO <br />Z0 <br />z� <br />W <br />WQ <br />�o <br />dam' <br />N <br />N <br />O <br />N <br />� <br />N <br />z <br />i <br />O <br />O <br />C6 <br />ON <br />N <br />N <br />N <br />N <br />C) <br />N <br />C) <br />N <br />C) <br />cV <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />O <br />L6 <br />O <br />A <br />1 <br />6 <br />N <br />r <br />� <br />0 <br />� <br />0 <br />r <br />rn <br />0 <br />C) <br />o <br />0 <br />C) <br />C) <br />r <br />o <br />N <br />; <br />0 <br />0 <br />Co <br />o <br />IT <br />O <br />O. <br />LO <br />r <br />cNi <br />M <br />Ln <br />(0 <br />1­ <br />CO <br />r^ <br />w <br />Z Z <br />—z0 <br />p,�, <br />4-00WU) <br />W'- <br />O <br />a <br />^^r <br />�O_�a <br />ii <br />VJ <br />OWHQ <br />1.2 <br />Q <br />z� <br />W :3 <br />Q(!=1��Zon0Z <br />Q <br />V <br />LM <br />> <br />J <br />M <br />w <br />W>-�2 <br />i-2ZW <br />M <br />Z Z It <br />N <br />w N <br />OgMz <br />Z <br />UIL>- <br />z W <br />�Qp <br />U <br />Z <br />v <br />g <br />Oo <br />m <br />z <br />Z <br />W <br />-1 <br />N <br />N <br />W <br />O <br />LAST PLOT DATE <br />May. 2, 22 <br />z <br />O <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />