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6648 Back Forty Lp
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6648 Back Forty Lp
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Last modified
3/24/2025 6:37:21 PM
Creation date
2/19/2025 8:33:22 AM
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Building Plans
Street #
6648
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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NOTE: <br />HANDRAIL TO COMPLY w/FBC 311.7.8 <br />AND TO BE 34" TO 38" ABOVE LEADINGx <br />EDGE OF TREAD. <br />HEADROOM AT STAIRS TO BE 6'-8" MIN. 42" H. SLOPED <br />LOW WALL <br />STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. z <br />- - - - - - - - / - - - - - <br />SEE SHEET ST <br />FOR STAIR DETAILS <br />------------------------ <br />� 2 <br />� A3 ---- <br />� f \ <br />LANDING (3) 2X12 STRINGERS <br />i <br />STAIR SECTION <br />1 /2„ = 1'-0" <br />HEADROOM IN STAIRWAY SEE SHEET ST <br />TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS <br />W/ FBCR R311.7.2 <br />1" NOSIN 10" <br />RISERS CUT FROM <br />1x MATERIAL <br />to <br />TREADS CUT FROM <br />2x MATERIAL ti <br />�--(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /4" = 1'-0" <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 ((1) STRAP EACH <br />SIDE) CENTERED W/ (13) 10d <br />NAILS AND (8) 1 /4" X 2-1/4 <br />TITENS INTO GROUT FILLED <br />CMU - STRAPS TO BE <br />ATTACHED DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />T/WALL TYP. U.N.U. <br />SEE PLAN <br />_ T/WALL <br />W <br />O <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 />l <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Kiahr PX2300 <br />M <br />N <br />p <br />N <br />00 <br />LO <br />?� <br />LO <br />00 <br />LO <br />st ' 1-o <" <br />Q <br />4 Cs r� <br />Z <br />W <br />a <br />%'.".. <br />_ <br />O <br />❑ <br />4w� <br />e <br />Y <br />e ® <br />W <br />z <br />Q <br />SIN a) L 0 <br />'0NI °v <br />W L <br />p c� -6 <br />f� V) m ate. <br />N V -0-02 2 <br />0 0:2 100 <br />Oo o <br />rnrn <br />V/ ° � N Q <br />.N U LU QN <br />W L 0 �� <br />a <br />rLLI W <br />❑ uj W O H <br />W F—a W Q'�YZQ' Z <br />Q V <br />~ <br />❑� QZ�LLLLL0 J <br />OW�WOZOWO�mZ= <br />F-aQ <br />U <br />p <br />��Oz <br />000-5 WWWV5W�ap�-j <br />¢oW°L�V5 Ujz <br />v❑a <br />ow o oQZq�a <br />0 �¢LL <br />N <br />O <br />O <br />N <br />O W <br />I— <br />U0 ::) N <br />cn "0 o <br />0 `M O <br />z <br />a J <br />V) LL <br />I— aryi <br />a>'a00 <br />z�~ <br />W-j <br />o <br />110 <br />J <br />WIT <br />N <br />N <br />N <br />N <br />N <br />N <br />f <br />O <br />A <br />� <br />4 <br />� <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />o <br />O <br />0 <br />oo <br />6 <br />M <br />`•, <br />co <br />T- <br />0o <br />'r- <br />ao <br />V- <br />O <br />N <br />O <br />N <br />O <br />N <br />N N <br />o <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />O <br />�A <br />N <br />O <br />O <br />O <br />06 <br />CD <br />N <br />A <br />CD <br />0 <br />0 <br />O <br />0 <br />O <br />0 <br />O <br />O <br />N <br />0 <br />N <br />0 <br />0 <br />Nr <br />LO <br />o <br />6 <br />0 <br />0 <br />0 <br />0 <br />LO <br />M (� <br />Z Z <br />O <br />W <br />�/V <br />�o�o <br />o CO <br />o <br />O <br />�� <br />Q <br />F—O�a <br />oa=Q <br />Lr) � <br />z <br />ZW <br />=m0z <br />F- Z <br />OZ�� <br />Z LL <br />Z Z LL <br />LU <br />Q 00; <br />Og2z <br />U <br />a W <br />N <br />z <br />cn z z <br />¢ o <br />• <br />Z <br />~ U <br />LLB <br />� {j <br />V <br />O <br />O <br />z <br />3 <br />a <br />z <br />W <br />W <br />J <br />Wce) <br />O <br />o <br />LAST PLOT DATE <br />>o <br />May. 8, 23 <br />z <br />O <br />DETAILS <br />J <br />
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