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G <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 />42" H. SLOPED <br />LOW WALL <br />1" <br />10" NOSING <br />Zo <br />Ll <br />ZZ <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 />SEE SHEET ST <br />FOR STAIR DETAILS <br />(3) PT 2X12 STRINGERS LANDING <br />a <br />STAIR SECTION <br />1 /2" = 1'-0„ <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />10" ,,cj" NOSING <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /4" = 1'-0" <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />STRUCTURAL SHEATHING <br />; <br />2X8 SYP STUDS SET TIGHT TO <br />ATTACHED PER NAILING <br />SHEATHING AT 12" O.C. W/ (2) <br />SCHEDULE -ALIGN EXT. <br />SIMPSON MSTAM36 STRAP <br />FACE OF SHEATHING W/ <br />EACH STUD ((1 STRAP EACH <br />EXT. FACE OF CMU BELOW_ <br />_� <br />SIDE) CENTEI�D W/ (13) 10d <br />NAILS AND (8) 1/4" X 2-1/4" <br />TITENS INTO GROUT FILLED <br />2X8 #2 SYP P.T. BASE PLATE <br />r ` <br />CMU - STRAPS TO BE <br />SET TIGHT TO SHEATHING <br />ATTACHED DIRECTLY TO CMU <br />W/ 1/2" EPDXY ANCHOR OR <br />(' <br />1/2" J BOLT W/ MIN. 7"*CENTER <br />EMBEDMENT AT 32" O.C. <br />OF STRAP AT <br />AND 6" FROM EACH END <br />T/WALL TYP. U.N.O. <br />SEE PLAN <br />_ <br />TNVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />w <br />0 <br />SEE FOUNDATION PLAN <br />z <br />w <br />FOR FILLED CELL <br />SPACING. <br />x , <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 />31 WALL SPLICE DETAIL <br />N.T.S. <br />^^ V! <br />_ <br />= W <br />H U <br />N <br />1.L <br />w <br />F- <br />W Q <br />J 2 <br />w <br />< <br />U <br />00 <br />O <br />N <br />W F' <br />5; <br />z p <br />M <br />WOW <br />RU0 <br />w Z <br />OW <br />gJ <br />N < <br />®3 <br />_ 00 <br />Lo <br />,, <br />{- <br />HF-pJZ <br />�a�G <br />'k <br />QW <br />F-pm� <br />�-z<w <br />u- D <br />ac9 <br />F-O�� <br />W V- O <br />U <br />e_ <br />UpJ� <br />mZ=Z�1�b--Y <br />r <br />N <br />1.6 � Z <br />=v <br />r <br />p w <br />VJ <br />!- i- <br />p <br />a < <br />W <br />'O cl U <br />'7 M N <br />N <br />V -0-0 M <br />o g <br />� O u <br />_ o <br />} <br />u <br />.�� <br />a pg <br />�N C <br />nl <br />W <br />70 <br />Q E <br />t ^ aM <br />W <br />W (� W <br />ow vi <br />whQ M�J <br />Wes- J(o0 ix <br />wOF' <br />d:�¢~_Zw z <br />LE )0Lo 0 <br />Q Q V <br />F- I- <br />Z) 0 z�iy�z�0�1-QQ <br />�Wa ��zOWo�°°ZZ <br />CJ O O <br />U) 0U- z <br />�Oa�zYOZ_z"-DOW0wJ <br /><<Ow<- <br />wz� oa <br /><pw � -� <br />�UJ6�0 < <br />Y < <br />OF<g <br />OQ LL O= <br />O <br />O <br />N <br />Z <br />O 1-- <br />> U) o <br />(o O <br />Q � M <br />(o ti <br />of a M <br /><Ua00 <br />Z I— <br />Wz <br />w <br />_jc:) <br />O <br />J <br />co <br />00 <br />�— <br />N <br />04 <br />C6 <br />(4) <br />O <br />4 <br />IL <br />O O� <br />CD <br />N <br />Z <br />1..� <br />Z <br />Z O <br />❑wcn <br />W <br />0 - <br />U❑Fr❑ <br />r- 0 <br />Z <br />I- <br />S a <br />T <br />/r'1 <br />V <br />zwVa <br />X~ <br />~ <br />t� ..L <br />Q <br />~m0Z <br />_e <br />W <br />Z � w <br />w <br />�mz <br />Z <br />OZw <br />d <br />C) <br />zz <br />• <br />Z <br />Z <br />H O <br />U <br />0vg <br />o <br />m <br />w <br />l< <br />zA3 <br />Z <br />z <br />w <br />W N <br />�— <br />LAST PLOT DATE <br />� <br />Apr. 3, 18 <br />z 0 <br />DETAILS <br />