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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 />42" H. SLOPED <br />LOW WALL <br />LOFT <br />SEE NOTES SHEET A4 FOR <br />WOOD STAIR CONNECTION <br />AT LANDING <br />SEE SHEET ST ENGINEER <br />FOR STAIR DETAILS TRUSSES <br />- _ <br />x <br />r <br />K k — <br />z <br />1" <br />NOSING 10" <br />DRYWALL <br />UNDER STAIRS <br />rn <br />PWDR <br />BATH ao <br />0o <br />FOYER _ <br />rl m <br />-o\o <br />00 <br />571 m <br />LANDING 1Y (3) PT 2X12 STRINGERS <br />X/ X <br />STAIR SECTION <br />1 /2" = 1'-011 <br />SEE SHEET ST 1" NOSING <br />FOR STAIR DETAILS 10" <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 /411 = 1'-0„ <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 />TUD ((1) STRAP EACH SIDE <br />CENTERED W/ (13) 10d NAIL <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 />O <br />z <br />w <br />w <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 />U) <br />Q� <br />=W <br />U <br />w <br />w <br />Lu Q <br />J <br />� <br />o <br />N <br />W ¢ <br />= <br />zp <br />N <br />OU <br />Q' O <br />_ 0 r A� Z a <br />O N r W¢ <br />rh �.,,,�?S <br />T `� <br />eta a e <br />l'F <br />F W <br />t <br />:.`_, <br />zi <br />``"O� <br />WW2p <br />W p i- Off° <br />(' <br />Avb <br />,wee <br />O <br />p <br />U mI1 <br />T�12. <br />- ''yp' <br />• 9- <br />y^' i�J <br />.JLL.. <br />W r <br />L <br />V p <br />J <br />(n <br />w <br />0 cn <br />H F- <br />Q <br />M O <br />W <br />VJ p 4i <br />N <br />U co <br />Q O U o <br />rnrn 0 <br />o) O LL- o N Q <br />s u�I <br />u w <br />nNn`` <br />L p �� <br />7W <br />V - O a 7C) <br />W <br />C7 W <br />p LLI uj W O F- <br />w~Q w�� w zw Z <br />0 �—j<0�of<LLaOu JO <br />�' <br />Q Q U <br />�c�o¢¢z�,LOz��or¢Q <br />c1W�Woz�WO�mzZ <br />U <br />�O O <br />0z <br />��0 ��w WF <br />zLL�¢p J <br />LL <br />Q<¢OWQv�-iZWZp�UOa <br />w �i- <br />0n o D <br />two ¢ <br />oQZ�¢ <br />LL ¢ O <br />F- ¢ LL <br />O <br />O <br />(V <br />Z <br />O� <br />> o <br />M O <br />M I�- <br />U? <br />_J <br />LL V- <br />- <br />LQ NWN ^Q u� <br />Co <br />r <br /><UQao <br />Z i— <br />W <br />W <br />J0 <br />O <br />mi <br />0 <br />N <br />rn <br />N <br />d- <br />0 <br />c <br />N <br />cu <br />o <br />O <br />> <br />L0 <br />O <br />Z z <br />ZO <br />WW�> <br />�wv) <br />Q <br />Uo�o <br />J <br />� <br />OWW2 <br />IW-1 <br />z <br />w Q <br />u <br />~mOQ <br />t- = z <br />r=� <br />v <br />O � J <br />Z <br />r n <br />v <br />>-2zw <br />Z Z LL <br />N <br />W � <br />Oa<W <br />O <br />¢ M <br />U�Zz <br />z (V <br />?Qo <br />z <br />U <br />U <br />a <br />O <br />m <br />A3 <br />Q <br />z <br />z <br />W <br />�' <br />rn <br />V / <br />04 <br />O <br />LAST PLOT DATE <br />O <br />Dec. 21, 16 <br />4--+ <br />O <br />_J <br />DETAILS <br />