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42' W HALF WALL—� <br />\\ <br />v CAP <br />(2) LAYERS OF 5/4' PLYWOOD <br />BICW! TREADS TO STRINGER <br />3/1' Tq SUS FLOOR <br />OR (2) LAYERS OF 3/4' S11D <br />WK3� V OC EM a EA <br />AH U <br />GLUED ��� <br />FLOOR MATERIAL RIPS FOR <br />GTRNOER LNTNREADED SWANK <br />PER FASTENER <br />BOI.ID NAILING <br />N 96 <br />TO OORTO <br />IF�R.4THN6 <br />Im'-m 3/4' 2ND FINR . FL <br />THE CLEAR SPACE BETWEEN <br />` <br />I i/2 <br />THE HANDRAIL AND THE WALL <br />\ <br />MIN <br />SHALL BE NO LESS THAN 1 1/2' <br />a'-e elv�.IlraT. <br />— — <br />. <br />HANDRAIL 0 36' <br />AS PER FBGR R311.1.82 <br />Mwim TLM <br />\ <br />W/ 1X4 RE I►FORGMCs <br />` <br />STAIRS M&M TO COW10M TO FxR &TN <br />\ <br />4. pCK <br />'42* W. � <br />WALL Wt <br />HANDRAIL ENDS SHALL BE <br />9 <br />EDITION (W) <br />MIN. 7READ.IS' MAK MSER.1 3/4. 3f. <br />MAX VARIATUON N ItlSEIE/TIIEADS <br />BTAIR —A <br />5 BADS <br />PLATE <br />\ <br />�' <br />I' MAX <br />CAP <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />= <br />ADJACENT TO BAC44 mHeR 3a• MAX <br />VARIATION N ANY MOER/R EAD IL4NORAIL <br />CIRCULAR CROSS SECTION DUL TO EE 1 3/4' <br />Im'. I' M08RJG <br />\ <br />MSl N <br />\ <br />POST. <br />-V4' OR PROVIDE EOUIVALEN( <br />S T 0 R ` <br />GRNSPAISLITY URGERS- MN. •• wDE • <br />NARROIU W 0 MN. 3• wDTH a a' FROM <br />. <br />\ <br />p <br />Q <br />NARROW END 34' MN. HANDRAIL HST. <br />3-2.2 GYP STRNGER \ <br />OF sK <br />\ = <br />NOTE. <br />t E, <br />UUC NN.DEDEAAD <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />W. <br />•ENCLOSED L MAVE1WA SPACE UNDER <br />STAIRS SHALL NAVE UL4LL8, UNDER STAIR <br />GUIS-FLOOK-400OR GIMILA <br />PL-40O OR 6l71LAR1 • <br />u <br />� <br />DIAMETER OF 1i't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />C ' <br />W. <br />W�I <br />U- <br />DIM. VARIER <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />THE ENCLOSED SIDE WITH V2' &rPSUM <br />EA HORIZONTAL RN <br />\ '' <br />- <br />0 <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />V-4 <br />_ * <br />9 <br />r <br />WARDS, FOCR 39"1. <br />2 EA RE-0 90MC <br />` <br />� � <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />R <br />\ <br />DESL. <br />SCCURE wad S'-V or_ <br />i7" <br />2. THIS RAILINGSYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />TOP <br />PLATE <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />Art <br />MASONRY 4N�AILS:2X P.T. <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />SLEEPER INTO SLAB UTI(N S' <br />STRESSES- PER SECTION 1601.8.1 / F.B.C. 2011 <br />OF EACH END, 32'OC. MAX <br />BAR DETAIL <br />ARCH DTL. <br />C STAIR ®SECTION <br />0RAIL SECTION <br />P.C. <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesW4mup.com <br />AA M: 0003325 <br />tlt <br />� <br />a <br />aLJmm to LIOT4 <br />SILVERADO <br />LOT #61 <br />BLK. #6 <br />IrmonwTif <br />04 .002- 1061 <br />MODmLa <br />4EHB <br />"2605- HAYDEN" <br />GARAos OWDIM: <br />LEFT <br />VAG& <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />150 MPH EXP. B <br />L AR NO 93722 I <br />D � 3/11/19 <br />®CALM 1/4-=1'-0" <br />s>t m <br />A1A <br />