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LOFT <br />SEE NOTES SHEET A4 FOR <br />WOOD STAIR CONNECTION <br />AT LANDING <br />ENGINEER <br />TRUSSES <br />PWDR <br />o? BATH <br />bo <br />STAIR SECTION <br />1/211 = 1 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 SHE I ET ST <br />FOR STAIR DETAILS <br />--------- ------------- <br />1/2" DRYWALL <br />UNDER STAIRS <br />101, SEE SHEET ST <br />IFOR STAIR DETAILS <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />RISERS CUT FROM <br />Ix MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />(3) 2x`12 STRINGER <br />STAIR DETAIL <br />1/411 = 1 1-011 <br />1 11 <br />101, NOSING <br />FOYER <br />co <br />cv) <br />ib <br />(3) PT 2X12 STRINGERS LANDING <br />STRUCTURAL <br />SHEATHING ATTACHED <br />PER NAILING <br />SCHEDULE <br />2X8 #2 SYP P.T. BASE <br />PLATE W/ 1/2" EPDXY <br />ANCHOR OR 1/2" J BOLT <br />W/ MIN. 7" EMBEDMENT <br />AT 32" O.C. AND 6" <br />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 AT 12" O.C. W/ <br />(2) USP MSTAM36 STRAP EACH <br />STUD��l�STRAP EACH SIDE) <br />CENT D W/ (13) 1 Od NAILS <br />AND (8) 1/4" X 2-1/4" TITENS <br />INTO GROUT FILLED 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 />(n <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 AWALL SPLICE DETAIL <br />A N. T. S. <br />U) <br />w <br />W <br />w <br />u- <br />a z <br />w 0- <br />5; 2 9 <br />z <br />w 0 w <br />w 0 0 <br />Ow <br />w z u- <br />> <br />tn <br />co <br />w <br />co <br />0 C'4 z <br />F- —W <br />F- Z 10 <br />0 U) <br />F- w <br />z <br />z <br />p 0 w W <br />W LL X 0 <br />:0 <br />W 0 �- 0 <br />Z Lo (.) <br />w o) <br />Z Z <br />< <br />W <br />w <br />w <br />w w <br />U) <br />-w <br />z <br />< <br />(D LO to' E <br />> 0 <br />u <br />cf) <br />C'i <br />4-- D 0- u <br />in U -0-0- 0 <br />E -c— <br />c =) 0 u <br />u <br />u Lu <br />0 E cl <br />C:, <br />�C-1 7006 <br />w w <br />w o <br />W W _5 <br />W8� �m-< ff�-ezolox z <br />Lu <br />L) <br />< <br />� :3 -1 co 0 3! w 'o u- 0 0 u- -j 0 <br />ox-jzw ozmoa�--;�p <br />'owom9o"Fxoo'w'3z < <br />:D <br />00 <br />a <br />z =) � 2 <br />C/) W (L z 0 w < 0 cr <br />z W F- Z u- -i <br />-j (L a Z 0 a. <br />U) 0 z <br />LL <br />LLI 0 <br />-3<<ow� wz (L <br />< �- en - <br />0 LLI w <br />P < < <br />=) <br />ow C) <br />U. < 0 <br />I <br />< <br />0 <br />c:) <br />CN <br />Z LLJ <br />0 <br />> U) a <br />Es co 0 <br />F-7 co a <br />< fn (y) r-- <br />LL '0' <br />rl- <br />< w Lo <br />(y) <br />z <br />W (L <br />< >- < oo <br />z 0 <br />wz <br />w <br />mi <br />(D <br />(o <br />T- <br />C) <br />04 <br />d) <br />C14 <br />4 <br />0 <br />4) <br />C) <br />>1 <br />-1:1 <br />1 <br />1 <br />1 <br />1 1 <br />L0 <br />0 <br />_0 <br />Z Z <br />dl- 0 <br />cu <br />Lu <br />0 w (1) <br />W <br />0 r <br />Q <br />D cl <br />< <br />> <br />Lu <br />F- <br />oxwm <br />0 0- <br />(LM � <br />zw�-p <br />W <br />U) <br />U. <br />F- W <br />w D < <br />moz <br />_mz <br />Lm <br />o w <br />Z <br />(D <br /><wo <br />m z w <br />a- <br />z z U. <br />00 <br />0<<F- <br />--1 2 Z <br />o <br />< <br />a. >-w <br />z <br />z <br />z <br />< 0 <br />z <br />L) <br />o <br />0- <br />A3z <br />z <br />w <br />(N4 <br />LASTPLOTDATE <br />Mor. 15, 17 <br />J <br />I <br />DETAILS <br />