Laserfiche WebLink
C <br />I <br />1=d:re1:d <br />SECOND FLOOR - FLOOR FRAMING PLAW ELEVATION B <br />1/419 = 1 1-011 <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />30'-0" <br />co LO LO <br />X <br />U=1063# <br />EJ <br />"A <br />U=1063# <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 <br />I <br />ATTIC <br />ACCESSI <br />M 7( AlA <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# <br />U=1008# <br />EJ7A <br />C_ <br />-4 <br />M <br />C3 <br />N <br />ro <br />9 <br />Q <br />CN <br />y <br />Cl) L0 <br />0 <br />L 6'-0" <br />12'-0" <br />'-2 1/2" 7 7/8'!-- <br />19'- 10 3/8" <br />CGE <br />10'-1 <br />5/8" <br />SECOND FLOOR - ROOF FRAMING PLAW ELEVATION B <br />t,,/'l /411 = 1 1-011 <br />SHINGLE ROOF <br />12 <br />51 12 <br />HEEL= V-0 1/8" <br />PLUMB <br />CUT _ <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />1-- 3/4" SUBFILOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />HEEL= 4 1/16" <br />PLUMB <br />CJ1A <br />CJ3A <br />CJ5A <br />9 <br />I <br />.1, <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 H 1 OA'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 H 1 OA 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 />9 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 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 U <br />VR111T11AL REVIEW ASSIST <br />VirtLial Review Assist, Inc. <br />P lans Review completed and approved <br />toir compliance with the 2020 FBC 7th <br />E-dition by Debra Anne Klahr PX2300 <br />HANGER CHART <br />J L = LUS 26 (SIMPSON) <br />Total Truss Ouantity = 95 <br />ATTENTIONI <br />jj;z�l <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />W BY THE PEAK <br />CONSULT BCSI -131 <br />31Y Span or less 39 to 60 Pan <br />60 degrees Spreade iB. I. <br />or less <br />1 112 1- <br />Tagfine span a Tag lir.e <br />REFER TO BCSI —131 <br />Truss must be set this way ff crane used. <br />Truss is an example, your truss may not match. <br />Insist crane operator sets truss this way. <br />r�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= 145 ENCLOSED <br />BLDG EXPOSURE = C <br />USAGE = RESIDENTIAL CAT Il <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# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />D <br />BCDL = 5 PSF <br />T <br />OTAL = 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 />1 18 1 —81) <br />18'— 1 4'..#.,. + <br />10�_011 <br />DESCRIPTION INIT. DAT E <br />R101 <br />created from 7A2 2386B A.S. <br />0 7 <br />2/1612017 <br />R/01 <br />LC9 JTH <br />/1 3/ 7 <br />12/13/17 <br />1 <br />R/01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/13/18 <br />/1 3/1 8 <br />RA01 <br />nRC01UP <br />REV. RE'S JRH <br />8/30/18 <br />Wj <br />RB01 <br />REMOVE SCAB FROM B2 JRH <br />915/18 <br />9 15 /1 8 <br />LOAD DUE TO DIFF @ LC9 HMT <br />) 0 0 <br />1/10/2020 <br />RD01 <br />UPDATED FOR LCA SHIM <br />1/18/2021 <br />-:]CARPENTER <br />-c�7 <br />FU=__=1 <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G. N,W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE1(800) <br />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 />rESICNER PACE <br />SIGN JE <br />,z <br />7A.S. <br />LDATE <br />2/16/2017 <br />L <br />LA SCALE <br />'�333525R 1/4 =11 <br />CN <br />J <br />0 <br />00 <br />< <br />z <br />0 <br />z <br />a) LO E <br />> 0 0 <br />-= 'o 8 <br />0 M <br />CY) C4 <br />4— C�i <br />C3 ;-, U <br />70 2 C,',) <br />E :E <br />0 U­ 90 < <br />U < <br />Ci <br />Cn U LU 0_!;� <br />Lon 00 E <br />C:) <br />'a <br />CL <br />V <br />W <br />0 L6 (6 wol�- <br />W I.- W _j ff <br />W F- < X W -ow z <br />YZO_je-i <br />LLj <br />< <br />W <br />(-) <br />< <br />WOD2-j<03�WW'00, <br />< CyR`zUW OZ200�-,F_ <br />Z) 0 - <br />9 tROOMM<6 <br />- <br />CIO <br />CY <br />CY CD it 0 <br />CI)W wrnz WFOW Z) <br />0-8 WWF-ZLLW<O _j <br />0 5- z 0 a. <br />U) 0 <br />LL <br />z <br />_j �e z 0wo <br />i �< < W <_�5_11!z 20 0 a. <br /><0W 21. F_ �Wa < <br />g < <br />Ow < <br />0 Z) 0�z <br />LL < 0 F_ LL <br />C:) <br />0 <br />z CN <br />W <br />LD F_ <br />C-0 Z) r�_ <br />> (/) 0 <br />(0 C:) <br />0 F_: ce) C:) <br />< (y) r— <br />U? <br />_j <br />LL <br />U) <br />z <br />< LLJ < U') <br />(y) <br />< <br />>- < 00 <br />Z <br />z <br />W <br />W <br />_j Q <br />0 <br />(0 <br />CN <br />C) <br />04 <br />CN <br />C:) <br />C) <br />0c) <br />(0 <br />00 <br />C) <br />C) <br />a <br />a <br />CN <br />C) <br />" <br />C) <br />" <br />a <br />N <br />C) <br />N <br />a <br />" <br />a <br />" <br />& <br />C� <br />01� <br />9 <br />Ob <br />9 <br />C; <br />11 <br />6 <br />Cn <br />4 <br />C) <br />, <br />C) <br />C) <br />6 <br />a <br />6 <br />C) <br />0 <br />E2 <br />Lr) <br />0 <br />> <br />C) <br />C> <br />C-4 <br />C) <br />co <br />C) <br />14- <br />C) <br />V) <br />C:) <br />CID <br />C) <br />r�_ <br />Cr <br />zo <br />C) <br />4_0 <br />6-0 <br />W <br />LLI (1) <br />W <br />0 F- <br />M0 <br />0 <br />F_ <br />_j <br />0 � < <br />0 6- <br />Lr) <br />-0 <br />-0 <br />OWWM <br />12- = er <br />ZWF-P <br />X F- W <br />D <br />< <br />W <br />M 0 <br />F- M Z <br />0!= W <br />Z _j <br />00 <br />10 <br /><WO <br />� z cc <br />rtl <br />Z Z LL <br />04 <br />w <br />< < F- <br />_j 2 z <br />a. W <br />>_ W <br />W Z <br />z <br />z <br />M<O <br />z <br />F- <br />00 <br />0 <br />z <br />A4 <br />z <br />z <br />W <br />_j <br />CIA <br />C14 <br />W <br />LAST PLOT DATE <br />>(N4 <br />. . <br />Apr. 13, 22 <br />Z <br />0 <br />2ND FLOOR ROOF <br />—J <br />FRAMING PLAN B <br />_J'� <br />