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6614 Back Forty Lp
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6614 Back Forty Lp
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Last modified
3/24/2025 7:31:13 PM
Creation date
2/19/2025 8:32:52 AM
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Building Plans
Street #
6614
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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A3 <br />NOTE: <br />HANDRAIL TO COMPLY vv/FBC 311.7.8 <br />AND TO BE 34" TO 38" ABOVE LEADING <br />EDGE OF TREAD. <br />HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />LANDING <br />a <br />Z <br />42" H. SLOPED <br />LOW WALL <br />------------ <br />- - - - - - - - - - <br />SEE SHEET ST <br />FOR STAIR DETAILS <br />- - — - — - — - — - <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 />4 4 <br />STAIR SECTION <br />1/211 = 1 1-011 <br />(3) 2X12 STRINGERS <br />HEADROOM IN STAIRWAY SEE SHEET ST <br />TO BE 6'-8" IN ACCORDANCE IFOR STAIR DETAILS1 <br />W/ FBCR R311.7.2 <br />1" NOSIN&,j, jo,, <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />STAIR DETAIL <br />1/411 = 1 1-011 <br />(3) 2x12 STRINGER <br />0121 <br />LO�T <br />ENGINEER <br />TRUSSES <br />1/2" DRYWALL <br />PWDR <br />BATH <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 ((1) STRAP EACH <br />SIDEJ CENTERED W/ (13) 1 Od <br />NAIL AND g) 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 />T/WALL TYP. U.N.O. <br />SEE PLAN <br />W <br />0 <br />z <br />W <br />W <br />(0 <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 />JUL 2 12023 <br />Virtual Review Assist, Inc. <br />plans Review completed and apK( <br />o r <br />r ompliance with the 2020 FBC 7th <br />by Debra Anne Klahr PX2300 <br />LO <br />N, <br />00 <br />LO <br />C� <br />< <br />Z <br />0% <br />Lu <br />0 <br />z <br />LO E <br />OF 0 <br />0 q u <br />(y) !-'! <br />C'f) OP <br />2 <br />4-- a g M <br />V) -0-0- -M <br />C: E -= 2 <br />0 U-8 <br />N <br />o (D <br />u d'-: <br />- 7" <br />UL1 ag C <br />00 E 2" <br />C> 0 CO <br />CL <br />LIJ <br />Z' <br />uj LU <br />< < <br />o u. Q 0 uf -j 0 <br /><OX- 1% OZ200�--jP <br />D 0 9&z2LZL0"R008Qz < <br />1-- <br />00 0 <br />0 z <br />ato <br />U) W x LLJ V5 X Z <br />. x <br />W W � z LL 0 < 0 <br />(L � I Z� <br />-j moz Q-wz woo <br />< W <br />1W <br />U) LL <br />(/) 2 <br />a P ap * <br />OM D z <br />LL < 0 < <br />C:) <br />C:) <br />r4 <br />Z Lu <br />0 <br />> C:) <br />V) "0 <br />< t; M <br />Ln <br />CL —j <br />V) <br />u- <br />z <br />< uj L <br />1-- C� <br />00 <br />z <br />z 3: <br />Lu <br />W <br />-j C:) <br />C:) <br />N <br />N <br />N <br />CD <br />4 <br />A <br />T'- <br />4 <br />T- <br />C� <br />C� <br />C� <br />a <br />0 <br />C6 <br />0i <br />CO <br />CO <br />00 <br />0 <br />N <br />0 <br />N <br />0 <br />Cq <br />N <br />0 <br />C� <br />C� <br />C� <br />C� <br />C� <br />C� <br />04. <br />OOOOWNM <br />N <br />0 <br />C) <br />C� <br />0 <br />N <br />M, <br />-T <br />U-) <br />(01 <br />r, <br />LC) M;t <br />I Cr <br />00 C/) <br />Z Z <br />z 0 <br />L U <br />LLJ (0 <br />LU 5; <br />L) <br />0 <br />M-0 <br />OX <br />0 Lu <br />Z <br />Lu F- <br />Lu <br />Im 0 <br />�-:r Z <br />S2Z <br />0 ` Lu <br />g Zj <br />< W 0 <br />M z x <br />Z Z LL <br />Lu <br />0 <br />< < <br />-1 2 z <br />a- w <br />>. <br />< 00. <br />L) <br />>_ 0) <br />T) z <br />z T-4 <br />z <br />0 <br />z <br />L) <br />0 <br />0 <br />00 <br />z <br />A3 <br />z <br />z <br />uj <br />-i <br />W <br />Cf) <br />r4%, <br />LAST PLOT DATE <br />>0 <br />May. 8, 23 <br />z1--i <br />0 <br />DETAILS <br />
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