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6356 Beverly Hills Dr
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6356 Beverly Hills Dr
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Last modified
3/24/2025 12:10:41 PM
Creation date
2/19/2025 8:22:03 AM
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Building Plans
Street #
6356
Location
Beverly Hills Dr
Contractor
Lennar Homes
Building Plans - Permit #
4647
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mmm=YNlI_. 11UUUu..uyw:'-- i U. i ...... -LA . ., N ,- ,.L- -.., . _ _ W . 1, ,,,., .. 1 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 />HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />i <br />42" H. SLOPED <br />LOW WALL <br />------------ <br />SEE SHEET ST <br />FOR STAIR DETAILS <br />i <br />i <br />LANDING I <br />STAIR SECTION <br />1 /211 = 1'-0" <br />LOFT <br />ENGINEER <br />TRUSSES <br />1/2" DRYWALL <br />PWDR <br />BATH <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS <br />2 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 />(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 ---- Ix <br />--- <br />1x MATERIAL <br />iD <br />TREADS CUT FROM <br />2x MATERIAL - <br />STAIR DETAIL <br />1 /4„ = 1'-011 <br />(3) 2x12 STRINGER <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�RR <br />(1�DS STRAP EACH <br />SIDE) CENT <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.O. <br />SEE PLAN <br />- & -'' <br />.41 <br />& A <br />•� -i <br />-•4 <br />�i-2 <br />♦ 0. 9 ' <br />-� -� <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 />AUG 0 3 2022 <br />�N <br />La.� <br />Jirtu�; �� IF ':� fir_-,. —1d <br />; <br />plans Pr�v <br />for con piai iuc %N,, <br />Edition by Deord W,nn KID.,°;, <br />N <br />00 <br />Z <br />17 <br />Q <br />w <br />0 <br />z <br />E <br />C) (^ d a <br />04 <br />(AM'ii <br />V) V -0-0- _ M <br />r /I <br />Y/ � 0 2 <br />u-' OQQ <br />jjL�� <br />VJ O LL N Q <br />UpR <br />.—.� , <br />^N V w a?N c <br />W <br />w w <br />w <br />wW~ wg� wgyzw Z <br />Q H <br />w°--j,,o3a0LL0ow-10 <br />0(nm 0 0E00m0zz�0 <br />0 <br />d <br />cn�4a�inww�v��,4pwm <br />0 Z <br />LL <br />�Q�0M96ZOwUpa <br />Q <br />QOLL <br />Q OI-O Owen <br />aZ� <br />Qw <br />O <br />O <br />f"V <br />OW <br />� = O <br />��-+��p0 <br />a�Ln <br />��L� <br />�aaa Ln <br />zla—00 <br />w <br />w <br />Jo <br />J <br />N <br />N <br />O <br />N <br />O <br />i <br />O <br />0 <br />00 <br />r <br />r <br />r <br />N <br />N <br />N <br />N <br />0 <br />N <br />0 <br />N <br />o <br />N <br />a <br />N <br />o <br />N <br />0 <br />N <br />0 <br />N <br />N <br />O <br />O <br />O <br />O <br />w <br />O <br />cV <br />r <br />M <br />o <br />4 <br />0 <br />0 <br />0 <br />0 <br />O <br />r <br />O <br />r <br />N <br />o <br />�- <br />O <br />N <br />� <br />r <br />r1 <br />0 <br />N <br />0 <br />M <br />0 <br />I d' I <br />0 <br />V7 <br />0 <br />I Co. <br />0 <br />p- <br />cr <br />00 <br />Z Z <br />z O <br />V`J <br />wwu) <br />Q <br />~ail <br />LO-0 <br />z <br />zw�w <br />qr� < <br />=moz <br />�zw <br />Q <br />0 <br />z w <br />Z Z LL <br />00 <br />Z <br />�Z <br />• <br />Z <br />�d0 <br />U <br />a <br />00 <br />0 <br />m <br />Z <br />Z <br />w <br />J <br />Uj <br />N <br />0) <br />N <br />LAST PLOT DATE <br />Jun. 17, 22 <br />Z 0 <br />J <br />DETAILS <br />
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