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FRAMED <br />@ STAIR LANDING <br />FTF4G <br />BRG WALL <br />BRG <br />WALL <br />9'-9 5/8" <br />— — <br />— — — — <br />O - <br />j O <br />V O <br />N <br />B9 <br />B8 ATTIC <br />1 ACCESS <br />B7 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />- <br />B6 <br />B5 <br />B4 <br />B3 <br />B2 <br />EO <br />2-PLY <br />2X <br />DETAIL <br />LEDGER <br />11, SHEET <br />M 1 <br />SEE <br />A5 <br />to <br />�L�A <br />BGE <br />20'-6" <br />8'-0" <br />9,-6" <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A <br />1 /411 = 1'-011 <br />0 <br />(V <br />LO <br />9 <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />�1P <br />KI 1 <br />Q ce) U') ra M a <br />U-1063# <br />EJ7A <br />U-1063# <br />Vz <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 <br />EMOVED IN FIELD IF NEEDED Q <br />1 <br />ATTIC <br />ACCESSI <br />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 />A5 <br />u- 1088 # u-1008 # <br />EJ7A <br />C <br />A7G <br />k� <br />J <br />� <br />LM <br />C3 <br />U <br />co LO <br />U U U <br />6-0" <br />12'-0" <br />�L V-2 1 /2" 7 7/8" <br />U' <br />19'-10 3/8" <br />CGE <br />10'-1 5/8" <br />I <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A <br />- 1 /4" = 1'-0" <br />SHINGLE ROOF <br />12 <br />51 <br />12 <br />HEEL= 1'-0 1/8" <br />PLUMB <br />CUT 2X4 <br />12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />1- 3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 6-8" A.F.F. <br />�A <br />CJ1A <br />CJ3A <br />N <br />CJ5A <br />0 <br />v <br />0 <br />BO <br />0 <br />0 <br />N <br />HANGER CHART <br />J L = HUS 26 (SIMPSON) <br />N <br />0 <br />Total Truss Quantity = 98 <br />HEEL= 4 1/16" <br />PLUMB <br />CUT <br />12" <br />12 <br />51 <br />12 <br />2 II_ <br />2X4 <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 STYES, 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/ MTS1US. <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 FOP 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 2 8 2022 <br />Virtual Review Assist, In . <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <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 -61 <br />30' Span or less 30' to 60' Span <br />Spreader Bar <br />60 degrees <br />or less <br />1/2 I I 2/3 to 112 ; <br />Tag line I span approx. 1 Tag line f 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-131 <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 = 140 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# psfvon-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 I000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />1010040 00, <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 62 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 />CARPENTER <br />—� <br />CONTRACTORS <br />:OF <br />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 / 23132A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />A.S. <br />DATE 1 <br />2 16 201r7 <br />LAN# SCALE <br />N333531 R 1 4 1 <br />'=11 <br />N <br />(V <br />O <br />00 <br />00 <br />00 <br />" f1 J Cps, L0 <br />" <br />z <br />O <br />W <br />z <br />Q <br />V) N u7 N E <br />(I` <br />W L 'i 0 <br />0 <br />NU��_°g co <br />r p <br />�/ D OO 28 <br />rn 0 LL o 0) Q <br />t �p� <br />T,* <br />.N W QN C <br />a 'a <br />oL vi W°H <br />H~ W J M- Z w <br />W (D <br />< Q <br />Q <br />W <br />U <br />WW=2_JW03it.LLU0OLL <br />Q 0 LLLLOzn°OFQQ <br />��a0Z0W00mZZ <br />U' <br />a <br />_j0a>zY0z 0W0 <br />° <br />a <br />cn o <br />Z <br /><0W°2�F-mWi3my <br />Z) <br />< <br />Ox 0 0QZ9 <br />LL.Q 0 QLL <br />O <br />0 <br />Z 04 <br />O� <br />>0o <br />�FZcMO <br />� <br />J <br />c�c <br />G w N_ <br />W M <br />Z V <br />W <br />W <br />JQ <br />O <br />CO <br />N <br />O <br />N <br />t <br />ti <br />N <br />t <br />O <br />O <br />(0 <br />r- <br />00 <br />c- <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />N <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />CD <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />d) <br />00 <br />In <br />00 <br />O <br />cM <br />T- <br />N <br />O <br />M <br />O <br />C <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />" <br />0 <br />6 <br />0 <br />NLr) <br />L( <br />12 <br />; <br />p <br />0 <br />0 <br />0 <br />4 <br />O <br />O <br />O <br />r- <br />N <br />M <br />In <br />CO <br />f� <br />IlLn <br />CO <br />♦^ <br />w <br />Z z <br />—ZO <br />O <br />W <br />W cf) <br />O0 <br />Uo-0 <br />� <br />it <br />ZW�� <br />M O Z <br />N <br />�Z3W <br />M <br />w <br />i—MZW <br />M <br />Z Z ILL <br />w N <br />OgMZ <br />'— <br />p <br />< <br />U�ZU) <br />z <br />�Q0 <br />�" <br />Z <br />U <br />c� <br />g <br />00 <br />Z <br />z <br />W <br />W <br />WC14 <br />0 <br />0 <br />LAST PLOT DATE <br />Aug. 8, 22 <br />Z <br />0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />