Laserfiche WebLink
30'-0" <br />io <br />STRONGBACK <br />LL <br />STRONGBACK <br />BRG <br />14'-9 5/8" <br />WALL <br />1'-211 <br />VIAelEl <br />t <br />� <br />M <br />N <br />� <br />`c) <br />c <br />60 <br />BRG <br />WALL <br />U_ <br />U_ <br />�a <br />--------�-- <br />--- <br />---------- <br />r <br />CV <br />I I <br />II <br />I I <br />o <br />"v <br />- —=---, <br />I I <br />I 1 <br />Cl) <br />I I <br />II <br />I I <br />II <br />BRG I 1 <br />WALL I I <br />Lj <br />A <br />--- <br />r--- <br />" <br />" <br />14- r-----------I <br />I -------- <br />----_ za <br />---- <br />- <br />I <br />I <br />I <br />i <br />BRG <br />WALL <br />II <br />II <br />CONV.FRAMED <br />@ STAIR LANDING <br />bo <br />I <br />I <br />LL II <br />B9 <br />B8 ATTIC <br />ACCESS I <br />B7 DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />B6 <br />B5 <br />B4 <br />B3 <br />B2 <br />FTF4G — — <br />BRG WALL i — — — — <br />Ir-------- <br />II— <br />I <br />I I <br />II <br />BRG I I <br />WALL <br />II <br />I <br />II <br />I <br />II <br />I <br />—J <br />— <br />9'-9 5/811 <br />Q O14 <br />� 1 <br />N <br />2-PLY <br />2X <br />DETAIL <br />LEDGER <br />11, SHEET <br />M1 <br />SEE 1 <br />A5 <br />0 <br />BGE <br />20'-6" <br />8'-011 <br />9'-6" <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A <br />1 /411 = 1 1 <br />-011 <br />0 <br />CV <br />v <br />M <br />�9 <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />30'-011 <br />Q M M Q <br />U U U U U U <br />U-1063#\LLLI <br />EPA <br />zi <br />U=1063# <br />___L <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 REMOVED <br />IN FIELD IF NEEDED Q <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 />EPAW <br />A7G <br />J <br />C3 <br />U <br />a M a <br />U U U <br />6'-0" <br />12'-0" <br />�V-2 1/2" 7 7/8" <br />U <br />19'-10 3/8" <br />10'-1 <br />5/8" " <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A <br />1 /411 = 1 r-Orr <br />SHINGLE ROOF <br />HEEL= 1'-0 1/8" <br />PLUMB <br />CUT <br />'1 � l� <br />*2Xd <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />III <br />CJ1A <br />04 <br />CJ3A <br />CJ5A <br />HANGER CHART <br />N <br />ti <br />0 <br />'v <br />0 <br />00 <br />0 <br />0 <br />N <br />J L = HUS 26 (SIMPSON) <br />CV <br />CD <br />T <br />Total Truss Quantity = 98 <br />HEEL= 4 1/16" <br />PLUMB <br />CUT/ <br />1211 <br />5112 <br />12 <br />2 r , <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 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 CUT BACK 3/4" FROM <br />• EXTERIOR BLOCK WALLS. <br />• FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAPJIE 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 />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 />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 />F°BC 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 />NOTE: 62 <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 />JUL 21 <br />VR/1 <br />Virtual Review Assist, <br />Plans Review completed an- _rr- - <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 -Bt <br />30' Span or less 30' to 60' Span <br />Spreader Bar <br />60 degrees <br />4 or less <br />1 /2 I L 2/3 to 1 /2 _ 1 <br />Tag line i span epprox. 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 />ROOF" DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALK KEY <br />OAD DESCRIPTION INIT. DATE <br />01 <br />f <br />created from 7A2 2386B A.S. <br />2/16/2017 <br />01 <br />LC9 JTH <br />12/13/17 <br />01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/13/18 <br />RA01 <br />REV. RE'S JRH <br />8/30/18 <br />REMOVE SCAB FROM B2 JRH <br />9/5/18 <br />UP LOAD DUE TO DIFF @ LC9 HMT <br />1/10/2020 <br />r <br />UPDATED FOR LCA SHM <br />1/18/2021 <br />CARPENTER <br />CONTRACTORS <br />390o AVENUEOIAMERICA <br />G <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 :23€32 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 />M <br />� O <br />� N <br />rn <br />co <br />_ <br />P a <br />-' <br />1 <br />1..6LU <br />,'1. 1, _ <br />0 <br />9 14 '" <br />Uj <br />�, ..w.. IX <br />a <br />Q <br />i <br />I <br />^N, <br />W N to E <br />L C 0 O <br />_W <br />o (y <br />D M <br />N <br />CO <br />V -0-0- 9 0. <br />2 <br />.o <br />° "g a 8 <br />N <br />QN <br />L ECo'm <br />a <br />Lij LLI <br />LL! <br />w <br />ww~ w�� W2�qYza Z <br />(D <br />Q <br />n <br />Q� Jp��LLvO� JO <br />0a(r9OZOiR00miz, <br />O 0 <br />0 Z <br />U5LUa'�Iv5wwLUNXa¢p = <br />ao°dwO ��Z�zo20il <br />oa o 0 o Qaa,¢ <br />H <br />O <br />Z CN <br />u) 5 ti <br />5 - MO <br />QU)M�f <br />z <br />H0� M <br />O <br />>. < <br />Z U <br />W <br />W <br />J0 <br />O <br />mi <br />d' <br />N <br />N <br />N <br />N <br />N <br />N <br />i,� <br />N <br />4 <br />� <br />4 <br />V- <br />O <br />C <br />O <br />N <br />O <br />O <br />O <br />O <br />CI <br />co <br />CA <br />CD <br />CO <br />N <br />O <br />O <br />O <br />�- <br />O <br />O <br />O <br />O <br />N <br />O <br />O <br />6 <br />00 <br />to <br />OC <br />A <br />1 <br />O <br />N <br />Oo <br />O <br />Nan <br />WC) <br />>�N���� <br />O <br />O <br />O <br />O <br />O <br />O <br />LO <br />Cr <br />CO w <br />Z Z <br />O o <br />Wwv_ <br />L) <br />_� <br />I— <br />a <br />O a <br />LOB <br />cn <br />°w�a <br />� <br />Z� <br />m0Z <br />V <br />Z g J <br />00 <br />�MZW <br />Z Z <br />C0 <br />yj N <br />0a§w <br />�N <br />Z <br />a <br />Z <br />ZLU <br />O <br />1..` • • <br />Se <br />Z <br />~ U <br />� <br />OU <br />0 <br />m <br />cr- <br />Z <br />I <br />W <br />W ti <br />N <br />o <br />r— <br />LAST PLOT DATE <br />May. 9, 23 <br />z 0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />