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6245 Back Forty Lp
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6245 Back Forty Lp
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Last modified
3/20/2025 10:29:17 PM
Creation date
2/19/2025 2:00:59 PM
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Building Plans
Street #
6245
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
5971
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— _ - ____ I L <br />I_.I I. PAID R'1'', <br />A3 <br />NOTE: <br />HANDRAIL TO COMPLY w/FBC 311.7.8 <br />AND TO BE 34" TO 38" ABOVE LEADING <br />EDGE OF TREAD. <br />/ <br />/ <br />HEADROOM AT STAIRS TO BE 6'-8" MIN. 42" H. SLOPED <br />LOW WALL / <br />STRUCTURAL LIVE LOAD @ STAIRS / <br />=40PSF. / <br />/ <br />/ <br />- - - - - -- - - - - <br />SEE SHEET ST <br />FOR STAIR DETAILS / <br />/ <br />r/ <br />I <br />� 2 <br />— <br />I <br />LANDING <br />a <br />` 4 <br />a <br />STAIR SECTION <br />1 /2„ = 1 1 <br />-0" <br />(3) 2X12 STRINGERS <br />HEADROOM IN STAIRWAY ISEE SHEET ST <br />TO BE 6'-8" IN ACCORDANCE IFOR STAIR DETAILS <br />W/ FBCR R311.7.2 <br />1" NOSIN 10" <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT io <br />2 xFROM <br />MATERIAL M <br />STAIR DETAIL <br />1 /411 = 1'-0" <br />(3) 2x12 STRINGER <br />LOFT <br />ENGINEER <br />TRUSSES <br />1/2" DRYWALL <br />PWDR <br />BATH <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS <br />SHALL HAVE WALLS, UNDER <br />STAIRS SURFACE AND ANY <br />SOFFIT PROTECTED ON <br />THE ENCLOSED SIDE WITH <br />1/2" GYPSUM BOARD. FBCR <br />302.7 <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE -ALIGN EXT. <br />FACE OF SHEATHING W/ <br />EXT. FACE OF CMU BELOW <br />2X8 #2 SYP P.T. BASE PLATE <br />SET TIGHT TO SHEATHING <br />W/ 1/2" EPDXY ANCHOR OR <br />1/2" J BOLT W/ MIN. 7" <br />EMBEDMENT AT 32" O.C. <br />AND 6" FROM EACH -END — <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING. — <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD ((11 <br />(13 EACH <br />SIDE) CENT RED W/ ) <br />NAILS AND �) 1/4" X 2-1/4" <br />TITENS INT GROUT FILLED <br />CMU - STRAPS TO BE <br />ATTACHED DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />TM/ALL TYP. U.N.O. <br />SEE PLAN <br />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. IF CONDITIONS <br />ARE EXCEEDED, CONTACT E.O.R. <br />WALL SPLICE DETAIL <br />N.T.S. <br />MAR 2 51023 <br />VR/\ <br />Virtual Review Assist, Inc. <br />Plans Review complet <br />/ed and approved <br />cr compliance with the 2020 F0C 7th Edition <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />N <br />U') <br />tY <br />LO <br />pp <br />S <br />00 <br />i A' <br />`•� t G F <br />w <br />n S <br />.� <br />0 <br />�' <br />e r1/� Y <br />>❑ <br />�- �,r <br />_ye� <br />w, <br />Ix <br />z <br />a <br />> OL0 � a <br />N U <br />c) co <br />(n <br />(n <br />0 .100 <br />V P <br />— 2co <br />w• = L M <br />2 0 2 <br />0 0 <br />0 U_0 Q � <br />L U a� a <br />— <br />•N <br />w 6 � � it <br />n 1 <br />7W� <br />C0- C <br />L Q C c .0) <br />LU <br />W (D w <br />Ld <br />W�— x �` �;��-�z� <br />Q��_j 0 W<LE00��0 <br />Q Q U <br />❑a0 zLL�yOZ2°❑f-a~ <br />I— <br />p <br />c�WIx�2z0200mZz <br />Ewa Wa. ZWWWV50 aZ=) <br />U) O Z <br />¢ w W H O 2 O 2 0 Q <br />Y <br />OQ ❑ O= ❑<QLL <br />a <br />O <br />O <br />N <br />Z LU <br />z <br />,>4 kD 0 <br />0 M O <br />Q L M LLn <br />Ln LL <br />(50 <br />z <br />� a <br />} <br />Q Q O <br />z 17__d <br />W <br />J� <br />110 <br />N <br />N <br />O <br />N <br />i <br />O <br />i <br />N <br />O <br />O <br />o6 <br />LO <br />m <br />� <br />ao <br />00 <br />0 <br />0 <br />o <br />r- <br />0 <br />N <br />0 <br />N <br />0 <br />CV <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />O <br />O <br />N <br />O <br />O— <br />O <br />O <br />T.-O <br />op <br />CV <br />T- <br />cM <br />O <br />4 <br />O <br />1 <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />N <br />O <br />c <br />0 <br />' <br />NLr) <br />•L <br />N <br />CM <br />-t <br />to <br />0 <br />r,. <br />r <br />MI <br />VJ <br />z Z <br />—Zp <br />W <br />L.LJ CD <br />0 o <br />Q <br />): <br />O <br />D <br />O� a <br />Z <br />zWM <br />w�Q <br />= <br />co z <br />V <br />z 3 J <br />zWr—I <br />z z <br />W I� <br />O_52z <br />O <br />MM <br />Q W. <br />V <br />w <br />a zz <br />L0 <br />z ,--1 <br />Q O <br />�c <br />Z <br />g <br />U <br />U <br />� <br />0 0 <br />m <br />z <br />A3Z <br />z <br />w <br />J <br />0 <br />W Lo <br />� <br />0 <br />Q <br />O <br />LAST PLOT DATE <br />Dec. 15, 22 <br />Z O <br />_I <br />DETAILS <br />
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