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36053 Stable Wilk Ave
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36053 Stable Wilk Ave
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Last modified
3/3/2025 7:56:50 PM
Creation date
2/19/2025 9:57:12 AM
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Building Plans
Street #
36053
Location
Stable Wilk Ave
Contractor
Lennar Home
Building Plans - Permit #
18696
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I _—Fl.''9 'S mmr—'. Ils'« ' u�•�� 1lI?!E'1! 1' E 1 1 1 1 <br />LOFT <br />SEE NOTES SHEET A4 FOR <br />WOOD STAIR CONNECTION <br />AT LANDING <br />ENGINEER <br />TRUSSES <br />STAIR SECTION <br />1 /2„ = 1'-011 <br />42" H. SLOPED <br />LOW WALL <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 />------------------------- <br />SEE SHEET ST <br />FOR STAIR DETAILS <br />- - - - - - - - - - - - <br />1" NOSING SEE SHEET ST <br />10" FOR STAIR DETAILS <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />rn <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /4" = 1'-0" <br />V <br />STRUCTURAL <br />2X8 SYP STUDS AT 12" O.C. W/ <br />SHEATHING ATTACHED <br />_ <br />(H <br />PER NAILING <br />- <br />S2�UD�(1�S RAP EACH SI E) <br />SCHEDULE <br />CENT R D W/ (13) 10d NAIL <br />AND (8) 1/4" X 2-1/4" TITENS <br />INTO GROUT FILLED CMU <br />2X8 #2 SYP P.T. BASE <br />PLATE W/ 1/2" EPDXY <br />- <br />ANCHOR OR 1/2" J BOLT <br />W/ MIN. 7" EMBEDMENT <br />_ <br />AT 32" O.C. AND 6" <br />* CENTER OF STRAP AT <br />FROM EACH END <br />T/WALL TYP. U.N.O. <br />SEE PLAN <br />_ <br />8" KNOCKOUT COURSE <br />_ <br />T/WALL <br />W/ (1) #5 CONT. <br />w <br />O <br />SEE FOUNDATION PLAN <br />z <br />FOR FILLED CELL <br />w <br />SPACING. _ <br />U) <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 />3 WALL SPLICE DETAIL <br />N.T.S. <br />N <br />= W <br />F- U <br />� <br />W <br />F- <br />0 Z <br />Q <br />U <br />o <br />J <br />W a p <br />>�— <br />= <br />~ <br />zo <br />N <br />N <br />a0U0 <br />OJ <br />wz_LL� <br />W <br />1n <br />co <br />=m�F- <br />-ooz <br />F- F- <br />QZp <br />>- <br />LLpplA <br />1 <br />of <br />w0E-0 <br />Z1, <br />i <br />' O <br />p <br />U Z <br />}Q=0 <br />mZF z <br />J <br />�Q ,ems, - <br />U) <br />w <br />Z <br />F- <br />E <br />W �o °? U <br />pMN m <br />` p M <br />E C <br />S p� <br />0 2 <br />_ O <br />y� QQ <br />O LLg m Q <br />U <br />23 O <br />�N Qv <br />^, wN C <br />E <br />W �1 p <br />v � �a <br />W <br />pw � woHUJW <br />zw ZW�a�¢Y <br />W 7 W <br />20¢a000J0 <br />:JZLLU-a�<< 3 0— <br />-j< <br />0 <br />a(nw ozow000cozz <br />0wa�0www55WW¢O�J <br />2 <br />C/) 0 Z <br />LL <br />J�wOWgU59wz <br />¢ow <br />��a a. <br />a. <br />0 0 pa <br />W <br />�— Q LL <br />i <br />0 <br />O <br />(V <br />O F- <br />> (n O <br />M O <br />Q U) M <br />Q W Q u) <br />F' cvi <br />QUQC0 <br />Z <br />Wz <br />J� <br />0 <br />J <br />co <br />0 <br />N <br />N <br />0 <br />c <br />f2 <br />o <br />O <br />O <br />Z Z <br />z0 <br />� <br />WWv) <br />Q <br />Uoro <br />Q <br />�/ <br />ZW <br />�~ <br />VJ <br />LL <br />~wOQ <br />Q <br />[=�F-=Z <br />v <br />O � J <br />Z <br />rn <br />V <br />o <br />>-2zw <br />910 <br />-Z <br />Z LL <br />W 00 <br />O-12w <br />O <br />Q M <br />US2ZZ <br />Z N <br />�Qo <br />Z <br />U <br />U <br />� <br />O <br />m <br />A3Q <br />Z <br />Z <br />w <br />N0 <br />� <br />Co <br />LAST PLOT DATE <br />May. 23, 17 <br />J <br />� <br />DETAILS <br />
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