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FRAMED <br />@ STAIR LANDING <br />FTF4G <br />BRG WALL <br />BRIG <br />WALL <br />9'-9 5/8" <br />C, <br />C) <br />041 <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 />l�� I� cx� x > i�:' <br />B2 <br />2-PLY <br />2X <br />DETAIL <br />LEDGER <br />11, SHEET <br />mi <br />SEE <br />A5 <br />W <br />�0 <br />00 <br />+= <br />Z <br />BGE <br />_j <br />20-4- <br />9'-6" <br />.SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A <br />1/411 = 1 1-011 <br />0 <br />Lo <br />ce) to LO M <br />$1 <br />CJ1A <br />CJ3A <br />CJ5A <br />U 106 3# <br />EJ7A <br />Vz <br />/U =1063# <br />CJ1A <br />CJ3A <br />04 <br />CJ5A <br />A6G <br />DR PIPED FLAT TOPS 0 <br />(GIRDER NOT DROPPED) <br />A5 <br />A4 <br />A3 <br />9 <br />CV) <br />ATTIC <br />ACCESS <br />M AlA <br />y N AHU I <br />1>< <br />Al <br />Al <br />A3 <br />9 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />_�x <br />A5 <br />U 1088# <br />7 U 10 0 8 # <br />C� <br />,j <br />CJ3A <br />CAA <br />N <br />EJ7A <br />C_ <br />co <br />M <br />4 <br />A7G <br />C) <br />CN <br />K <br />G) <br />A <br />A <br />< < <br />M L0 <br />L) 0 <br />6'-0" <br />12'-0" <br />�_V-2 1/2" 7 7/8'�-_ <br />I\N <br />V <br />I\N <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAW ELEVATION A <br />1/411 = 1 1-011 <br />SHINGLE ROOF <br />12 <br />51 12 <br />HEEL= V-0 1/8" <br />PLUMB <br />CUT X4 <br />1 12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />r-- 3/4" SUBIFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />HANGER CHART— <br />.1L =HUS26 (SIMPSON) <br />Total Truss Quantity = 98 <br />HEEL= 4 1/16" <br />PLUMB <br />C U T,�__ <br />12" <br />12 <br />51 5��l <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 />NOTE& <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 2 8 2022 <br />Virtual Review Assist, Inc. <br />Review completed and a ed <br />Plansap k <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />Labeled End Mark <br />ATT E N T 10 N <br />DON'T LIFT SINGLE TRUS SFS <br />WITH SPANS LONGER THAN <br />30'BY THE PEAK <br />CONSUI T BCSI -Bl <br />30' to 60' Span <br />30' Span or less M degrees Spreader Bar <br />41 :)r less <br />1 4 2LI lo 1 �2 <br />,PT <br />Tag line sp.n �p�,m I"m na",�. <br />REFER TO BCSI -1131 <br />Fruss 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-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= 140 ENCLOSED <br />BLDG EXPOSURE = C <br />USAGE= RESIDENTIAL CAT 11 <br />WIND IMPORTANCE FACTOR= 1 <br />A PSF <br />DESIGN CRITERIA <br />FBC 2020 <br />TPI 2014 <br />'Truss nictuber design & connector plates <br />are designed for ASCE 71 6 and unaximuin forces from <br />both components and claddings <br />and rnain wind force resisting systerns. <br />These trUSSCS have been reviewed to carry an <br />add itional 10# psf non-conClArrent bottoni 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 />J <br />ROOF DESIGNED FOR <br />SHtNGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY] <br />8 -8 )) <br />P4, , n,, <br />9 ON 2"WW"IIIII, <br />M ; RUN W 10 - 0 <br />DESCRIPTION INIT_ DATE) <br />fLOAtD# <br />R101 <br />created from 7A2 2386B A.S. <br />2/16/2017 <br />R101 <br />LC9 Jill <br />12/13/17 <br />R/01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/13/18 <br />RA01 <br />REV. IRF'S, JIRI 1 <br />8/30/18 <br />RR01 <br />REMOVE SCAB FROM B2 JRH <br />9/5/18 <br />RD01 <br />UPDATED FOR [CA SI IM <br />1/18/2021 <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />0, N.W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHGNE�( <br />800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT:VAROIUS <br />MODEL :23132 Garfield <br />CCA PROJ/MODEL/ALT <br />7A2 / 23132A <br />ALT DESC <br />OTC <br />LOT BLOCK <br />ESIGNER PACE <br />A� S. <br />DATE t <br />2/16/2017 <br />LAN SCALE <br />33531R If 1/4 -1- <br />C14 <br />C� <br />C14 <br />C14 <br />00 <br />V <br />< <br />z <br />W <br />X. <br />0 <br />0 <br />W <br />z <br />< <br />(1) L0 <br />0 0 <br />'0 <br />0 (") 4) <br />(y) <br />,, <br />4— <br />U <br />C :E <br />2 00 <br />0 0< <br />.0 U < <br />U <br />�_o <br />W W W <br />LLJ 0 <br />W F- LU W E_ 0 <br />LU < 0� 0� Y z z <br />T_ 0 :�i _j < < 0 <br />-jo <br />< < <br />0 <br />I__ <br />0 1 z I <br />OU)W 0 OW00 <br />W w <br />_j <br />z <br />0 200E-< <br />0 <br />0 <br />m �,FnzwWZ75WMz5>50n <br />_j 0 a- z ` o'-- <br />Y <br />j < < LLJ < �5 <br />z LL "f < 0 X <br />Zwz?W(.-) (L <br />LL <br />w 2 I`_ F­ <br />E <br />� W M < <br />MY z <br />< <br />< 0 <br />C:) <br />C:) <br />z (N <br />0 W <br />— ::) r— <br />> c) <br />1:0 0 <br />0 cy) c) <br />(y) r-- <br />< L0 <br />I <br />_j <br />U) <br />LL I- <br />w I r-- <br />z <br />< W < Lr) <br />ce) <br />00 <br />< >- < <br />Z C) <br />z <br />W <br />W <br />C:) <br />C:) <br />mi <br />04 <br />C14 <br />C:) <br />I-L <br />C14 <br />C) <br />C� <br />00 <br />co <br />(D <br />T-- <br />00 <br />T- <br />C) <br />C*4 <br />C:) <br />C,4 <br />C) <br />C,4 <br />— <br />04 <br />— <br />04 <br />C) <br />C) <br />C� <br />C) <br />C� <br />CD <br />C� <br />CD <br />C� <br />CD <br />c� <br />C) <br />C� <br />C) <br />04 <br />06 <br />C� <br />00 <br />9 <br />U-) <br />00 <br />C) <br />A <br />T- <br />04 <br />6 <br />M <br />co <br />4 <br />C) <br />, <br />C) <br />C) <br />6 <br />C3 <br />6 <br />C) <br />o <br />W <br />UD <br />> <br />C) <br />C) <br />C_� <br />CD <br />CY) <br />C) <br />IT <br />CD <br />LID <br />C) <br />(D <br />C) <br />r- <br />LO <br />T_: <br />I <br />CT <br />Z <br />Z2 <br />C) <br />W <br />W (0 <br />W <br />C) r 5; <br />4_j <br />0 <br />0 <br />EE 0 <br />Z> < <br />0 �- 0- <br />W <br />Lr) <br />0 <br />Of <br />0- Y <br />W I­ <br />Z <br />ct� X <br />< <br />W < <br />moz <br />I— ]z z <br />0 tz W <br />z <br />00 <br />> _<W0 <br />>- <br />2 Z 0� <br />CL <br />Z Z LL <br />00 <br />r1%j <br />W <br />0 <br />< < <br />A 2 Z <br />c:5 <br />< <br />W <br />U) <br />LD z <br />z <br />z <br />T_ < 0 <br />z <br />0 <br />0 <br />0 <br />z <br />A <br />z <br />z <br />W <br />_j <br />04 <br />C14 <br />W <br />cy) <br />0 <br />C14 <br />LAST PLOT <br />DATE <br />@ <br />>(—) <br />Jul. 21, 22 <br />z <br />0 <br />2ND FLOOR <br />ROOF <br />FRAMING PLAN A <br />