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LANDING WORK LINE <br />AT NOSE OF TREAD <br />1/2" DIA. METAL BAR <br />PICKETS AT 4" O.C. <br />(MAX.). PICKET SPACIN-� <br />SHALL NOT ALLOW 1 <br />PASSAGE 2 <br />OF 4" SPHERE <br />PER FBC 2020; 1015.3 & 4. <br />=% <br />EDGE OF STAIR <br />TREAD TO END <br />0 0 OF HANDRAIL <br />CV <br />STEEL <br />LANDING —� <br />STEEL <br />TREADS (TYPICAL) — <br />BENT METAL STRINGER <br />3 TYPICAL STAIR <br />A-80 1 SCALE: 1/2 1' = 1'-0" <br />1 NOT USED <br />,Q—$. 1 SCALE: 1/2" = 1'-0" <br />1 1/2" DIA. STEEL <br />STRUCTURAL TUBING <br />HANDRAIL (TYPICAL) <br />DETAILS <br />11" 1'-0" <br />RETURN END OF HANDRAIL <br />TO 1/8" CLEAR OF WALL <br />(TYPICAL) <br />PAINTED METAL MOUNTING <br />BRACKET (TYPICAL) <br />1 1/2" DIA. STEEL <br />STRUCTURAL TUBING <br />HANDRAIL (TYPICAL) <br />1'-0" <br />RETURN END OF HANDRAIL <br />TO 1/8" CLEAR OF WALL <br />(TYPICAL) <br />PAINTED METAL MOUNTING <br />BRACKET (TYPICAL) <br />� 2 SECTION (TYP.) <br />A-8.1 SCALE: 1/2" _ 1'-0" <br />RETURN END OF HANDRAIL <br />TO 1/8" CLEAR OF WALL <br />(TYPICAL) <br />1 1/2" DIA. STEEL <br />STRUCTURAL TUBING <br />HANDRAIL (TYPICAL) <br />PAINTED METAL MOUNTING <br />BRACKET (TYPICAL) <br />NEW HANRAILS SHALL BE INSTALLED <br />TO PROVIDE A CLEARANCE OF NOT <br />LESS THAN 2-1/4" INCHES BETWEEN <br />THE HANDRAIL AND THE WALL TO <br />WHICH IT IS FASTENED. NFPA 101, <br />7.2.2.4.5.5, FL 2020 EDITION. <br />1 1/2" DIA. METAL TUBE <br />POST FIXED TO TOP - <br />1/2" DIA. METAL <br />BAR PICKETTS <br />AT 4" O.C.(MAX-}---- <br />LINE OF STEEL <br />LANDING <br />STRUCTURAL STEEL <br />CHANNEL STRINGER <br />11" <br />2, <br />9 IKLAUS G II <br />0 <br />(V <br />IJ <br />STEEL o <br />TREADS (TYPICAL) z <br />N <br />BENT METAL STRINGER <br />METAL ANGLE FASTEN <br />TO FLOOR W/ EXPANSION <br />ANCHOR <br />1" DIA. STEEL <br />CTDIVITIIDAI TIIDIMP <br />ELEVATION <br />PLAN <br />Am GUARDRAIL ELEVATION <br />A-8.1 scnLe: <br />1/2 99 = 1'-0" <br />RELEASED FOR CONSTRUCTION <br />00 <br />00 <br />O <br />w� <br />�= o <br />V) <br />�0 <br />d- <br />0 <br />cV <br />Z -t <br />Q O <br />LLJ Po <br />Ld 0 <br />Y <br />oZ <br />Ln <br />�Q <br />U <br />I--- <br />U <br />Q <br />Q <br />Q <br />.E <br />4� <br />cv <br />D <br />86 <br />Q) <br />-+---I <br />�U <br />0 <br />_c) <br />'Q) <br />T <br />.0 <br />0 <br />U <br />C <br />REVISIONS <br />BY <br />02/04/22 <br />12 22 22 <br />5 <br />PRINTED <br />PERMIT <br />02 04 22 <br />REVISION-5 <br />12/22/22 <br />FL <br />AR97003 <br />�'. V <br />� <br />22.12.26 <br />......... Gam` <br />ED A <br />Jere G. iah S <br />Russ All <br />Digitallsig by <br />Jeres , r. <br />kI. <br />Dt �2022.12.26 <br />p15:56-06'00' <br />THIS ITEM HAS BEEN DIGITALLY <br />SIGNED AND SEALED BY <br />JEREMIAH RUSSELL ON THE <br />DATE ADJACENT TO THE SEAL. <br />PRINTED COPIES OF THIS <br />DOCUMENT ARE NOT <br />CONSIDERED SIGNED AND <br />SEALED AND THE SIGNATURE <br />MUST BE VERIFIED ON ANY <br />ELECTRONIC COPIES. <br />rW <br />V <br />ry <br />0 <br />V) <br />Z <br />LL J Ifl <br />W <br />^� <br />I..L <br />0 <br />J 0 <br />LL] r <br />o LQ <br />L,J Z 10 <br />M <br />z d 0 > <br />U::)� <br />LL- <br />0 <br />m <br />3: ry W °D Ui <br />z Q �— J J <br />Ld C.7 <br />cn 0 <br />O <br />O N IL <br />m oN <br />SHEETTITLE <br />STAIRS <br />SECTIONS <br />DRAYVN <br />XXXX <br />CHECKED <br />DATE <br />12/2021 <br />SCALE <br />AS NOTED <br />JOB NO. <br />0000 <br />SHEET <br />A-8o <br />1 <br />OF <br />SHEETS <br />