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HANDRAILS NVILLNOT BE LESS THAN 3V OR MORE THAN 3N IN HEIGHT <br />ADMTHHESTARNO00, <br />HANDTANB SHALL BE CONTINUOUS PER RIGHT OF STAIRS. HANDRAILS <br />SHALL BE 117CLEAR OF ALL ADJACENTFNISH MATERIALS AND ENDS <br />SHAUL RETURN TO WALL OR TERMINATE 11/r-r N CROSS SECTIONAL <br />DNENSIM, OR APPIDVED EQUIVALENT, IN NEWEL POSTS OR SAFE <br />TERMINALS. HANDRAUSHML BE AND BE SMOOTH WITH NO SHAFT <br />EDGESICORNERS <br />STAIR AND RNUNGI SUPPLIER NSTALLFA SHALL SATISFYALL BUADM <br />DEPARTNFMAPPROYAL REQUIREMENTS FOR THE PRODUCTS THEY <br />PROVIDE OR INSTALL <br />GUARDRAILS SHALL NOT BE LESS fib° <br />c5 <br />THAN 3r N HEIGHT �p�' �� <br />IOCA <br />THE HANDRAILCONSTRUCTION SHALL BE ABLE TO RESISTA <br />LOAD OF 20S lB8 MRJ01 IN MY DIRECTION AT ANY POINT <br />ALONG THE TOP RAIL <br />g <br />OPEN RAMS SHALL HAVE INTERMEDIATE RAILS OR AN <br />r10'fSPHERE MAY <br />ORNAMENTAL PATTERN SUCH THAT Ar DUIIETET SPHERE <br />NOTP AES <br />CNODTPASSTHROUGN <br />H <br />r SPHERE MAY <br />THEGUMDRAILCONSTINCTION SHALL BEABLE <br />NOT PASS <br />TO RESIST CONCEN MTED LOAD OF 2DO LEIS IN <br />THROUGH <br />ANYOIECIION <br />THIS DIA13RAM ILLUSTRATES THE <br />THETRIANGLIAR OPBEKIR AT <br />SPECFIC REQUTAEIBIfG OF THE <br />STAR TREAD, EM81, S BOTTOM <br />BU LDNG CODE AND ISON LY M AID <br />EHALLBE SUCH THAT V DIAMETER <br />FOR BUILDING DEMON AND <br />SPHERE CANNOT PA38FND TUGH. <br />CONSTRUCTION <br />HANDRAIL/GUARDRAIL CODE DATA <br />FINISHEDSURFACE <br />3/1'PLYWOODTIEADS <br />a <br />gW <br />0 <br />SAY PLYWOOD RISERS <br />2)(12 NOTCHED STRINGER <br />50TYPE 'Y.[iYP. BD AT ALL WALLS AND <br />CARD OF ENCLOSED USABLE SPACE <br />UNDER STAIR <br />.0. TREADS <br />SEE PLAN <br />j <br />T <br />LEXPANSION <br />GM <br />(3) U12 STRINGEDGTYP. <br />LANDING/STRINGER DETAIL <br />SCALE: I VP. P-m• <br />FINISHED SURFACE <br />EQ. TFFADI <br />SEE PLAN <br />31rPLYWOOD TRFADS <br />a� <br />Ll <br />W <br />2102 NOTCHED STMOER(3 <br />a1 <br />STRINGERS MN AT EACH <br />STAIR RUN)17LPANSION <br />OAP <br />(n'P ) <br />W PLYWOOD FIBERS <br />(3) 002 STRINGERS TYP. <br />SECURE NOTCHED BERINGER TO SILL PLATE <br />WITH PLUMING ANCHORS SECURE PLATE TO <br />SUB WITH SLAT PNB. ALL WOOD N DIRECT <br />CONTACT WITH CONCRETE TO BE PRESSURE <br />TREATED OR PROVIDE BFBPAg1S MBIRIWE <br />SEPARATION AS ALLOWED BY CODE <br />FLOOR/STRINGER DETAIL <br />BCALE: I IR•• P-0• <br />111r MIN. -T MAX. 11/4'MIN.-2'MAX 11/2'CLFI. <br />HARDWOOD TOP MIL <br />WALLBRACIETAT <br />rQ D.C. MAX <br />11ALUSfE1BSPACEDAT/ <br />3W O.C. MAX <br />2A em <br />STAR MTD WALL MID <br />HANDRAIL <br />BG1LE: I W% I'-0' <br />MATCH HEIGHT OF <br />BASEBOARD — <br />2XFMMNG — <br />0"All — <br />loo SMRT BOARD <br />202 STRINGER <br />WSPACER <br />5N TYP 9T GYP. BD. AT ALL <br />WALLSAMD CEAID GF <br />ENCLOSED USABLE SPACE <br />UNDER STAR <br />SKIRTMALL DETAIL <br />SCALE: I IA•. P-0' <br />3/4' <br />GAP TYP. <br />2 STALL NFDSTMNDEA� <br />NBTNL 2E FIE STOPATI� <br />SPAN OF STRINGER <br />(3)2l2STIRiQERSTYP. <br />59 TYP T GYP. ED. ATALL WALLS AND <br />CENNq OFENCLOSED UGABLESPACE <br />UNDERSTAIR <br />STRINGER/LANDING DETAIL <br />V <br />0 <br />O <br />J <br />E <br />0 <br />z_ <br />N <br />U' w� <br />O <br />Z co <br />=ga <br />G J <br />O <br />Q <br />/VrrJ <br />LL <br />co)fn <br />w <br />) <br />1- J <br />0cr- <br />0� <br />o�= <br />1T a <br />� <br />MAIN <br />r- <br />IIAWNIIY; FIE <br />VERSION: 5.0 <br />awwa <br />MIM CIUAILS <br />*We <br />-3.3 <br />