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HANDRAL8 SKALL NOT BE LESS THAN SVOR LVRE THAN 3r IN HEXIM <br />ABOVETHE STAIR NOSINCL <br />HANORMJSSHALLBEODNTNUOUSFERR0ffOFSTAF& HANDRAILS <br />SHALLBEI lir CLEAR OFALLADlADENT ROSH MATERIALSAND ENDS <br />SHALL RETURN TO WALL ORTERMINATE I Ifr-rINCROSSSEcnDw <br />ORAPPROVEDEQUNAUENT.INNEWELFOSTSORSAFE <br />HAMMAILSSHALLBEANDBENOOMWITHNOSHARP <br />EDGESCOANERS <br />STAIRANDWMaPRMMTNIM&IALLSATWfALL"DWO <br />"T:* <br />DBMMB(rAPPRDVOLFEMMSIENMFORTHEPRMMTF4EY <br />PRD61DE OR INSTALL <br />OUNIORAU SHALL NOTSE LESS ON to <br />THAN W IN HBW <br />THE HANDRAIL CONSTRUCTION SHALL BE ABL <br />LOAD OF 200 LBS APPLIED IN ANY DIRECTION <br />AMTHE70PPAL <br />OPEN RAILS SHALL HAVE INTERMEDIATE RALS OR AN <br />IrSAHEREMAY <br />HERE <br />OR HAW! ENTAL PATTE R N SUCH THAT A Ir OIAJ&l ER SPHI X <br />Nar PASS <br />GNIMPABBYHROUGH <br />THROW <br />0'WHEREM&Y <br />THE GUARDRAIL CONSTRUCTION SHALL BE ABE <br />NOTPASS <br />TO RESIST A CONCENFRAIED LOAD OF = LOS 14 <br />THROW <br />ANY DIRECTION <br />THIS OVOM ILLUSTRATES THE <br />THEIRMINULAROPENINGSAT <br />SPECFICREQUVEMNFSOFTHE <br />STAIRTREAD,RISER.&WITOM <br />BUILDINGOOMANDISONLYANAID <br />SHIALLBESUCHTHATAVOIAMEFER <br />FORBUILDMDESWAND <br />94UEWMPABBIWIDLM <br />CONSTRUCTION <br />HANDRAIL/GUARDRAIL <br />CODE DATA <br />51-ALE: 1 117- V-0" <br />FIMSHEDSUWACE <br />EO.TREADS <br />SEE PLAN <br />W PLYWOOD TIE" <br />3/4' <br />Typ <br />w <br />SW PLYWOOD ROM <br />PANSION <br />2X12 NOTCHED STRINGER <br />GAP <br />l7e� <br />pJausTmomm. <br />WrIPEWV. RMATALLWALLS AND <br />CBMOFENCLOSEDUSAIX SPACE <br />UNDER STAIR — <br />LANDING/STRINGER DETAIL <br />SCALE: 11/2"= 1'-0" <br />FIMSHEDSUW4M <br />EQ.TREADS <br />&FRAMING <br />SEE PLAN <br />W. W. <br />3WPLYWDWTFEADS <br />16 <br />WOSIORTBOARD <br />z <br />H, <br />a <br />w <br />2X12 NOTCHED STFINSER IS <br />STRINGIERSMATEACH <br />2K128TRWOM <br />5 <br />STAIR FL" <br />IF)(PANSION <br />Ap <br />(TYP.) <br />5WPLYWOODRISERS <br />&4SPACER <br />L MZ(12STRIN(lERSTW`. <br />To- <br />ALLSECUR� <br />f.1 <br />WAU.SANDCBMOF <br />ACT <br />ENCLOWUSABLESPADE <br />UNDEIISTMI <br />SEPA7. 1:47—j <br />FLOOR/STRINGER DETAIL <br />SCALE: 11/2"- '-V <br />I 1/4'MIN. 2" MAX. 11/4'MIN.-ORM. 11/2"CLA. <br />HARDWOODTOPRAS. <br />WALLBRACIIETAT <br />#-V O.C. MAX <br />BALUSTERS SPAM AT 4 <br />3W O.C. MAX <br />at BL=KQ <br />-4- <br />am WALL WFD <br />HANDRAIL <br />SCALE: 11/2"- Y-0" <br />MATCHHEMOF <br />BASEBOARD — <br />SKIRTMALL DETAIL <br />SCALE: 11/2" V-0" <br />_314'1 <br />,P <br />GAP TYP. <br />2d2 NOTCHED STRINGER <br />IER <br />INSTALLS(FIRESTOPATNIII) <br />SPAIN OF STRINM __::� <br />(S)V128TRINGERSTYP. — <br />AN TYP T QW. BD. AT ALL WALLS AND <br />CEKMOFENOLOSED USAIRLESPACE <br />UNDER STAIR <br />STRING E R/LANDI NG DETAIL <br />SCALE: 1112"- F-0" <br />0021 AtIH DEYELOFMW <br />DO NOT WALE THESE DR44066 <br />VERFY BULDW. CREMATION VMT <br />CC,M4CTon AND SITE PLANS <br />BEFORE CON07FirTkDN, THESE <br />DROW4 DO NOT CONTAN <br />SPECPC WORtIATION FOR <br />STRJCTURAL ELEMENTS (TO BE <br />PROADED BY EWWR OF <br />RECORD) ANY DISCREPANCY <br />(DMN504, CREMATION, Et J <br />BETIEEN THESE DRAWNVS AND THE <br />ANOCIATED DR4,40435 &d/� SITE <br />DR41V" $RAL 5E REPORTED TO <br />CONTRACTOR 7 ONCE AND NO <br />CONSTRIX ON SHALL PROCEED <br />LNTL CORRECTED. THE <br />CONTRACTOR ASNPIES THE <br />RESPONSIBIL TTY TOME T ALL <br />RECUREt'ENTS OF LOCAL BUILDW. <br />OFICIALS I TO CC -PLY VTW 57ATE <br />WILDM CODES <br />%n <br />w <br />< <br />0 <br />CC <br />0 <br />Z <br />u <br />L) <br />(D <br />5 <br />> <br />(D <br />cn <br />o <br />C) <br />m <br />DWONIM. I IRE <br />VERSION: 5.0 <br />MISC. DETAILS <br />NW# <br />A-3.31 <br />