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C <br />DDL. <br />TOP <br />PLATE 9 <br />BAR DETAIL <br />A SCALE+ V1'•I'-0' <br />RCH DTL. <br />BALE: V2'•I'-0' <br />'C�HALF WALL <br />AH U E� TREADS TO STRN6ER (2) LAYERS OF 3/4' PLYWOOD _ <br />WAf3}M 3' SCRWIS . EA OR (2) LAYERS OF 9/4' Sll6 —' T , BCREWao STRNGER WTNRFJiDED SHANK BOOR MATERIAL RIPS FOR. <br />TO EXIEND ERYOND THICJOlSS SOLID NIAILNG PER FASTENER <br />OF am.m.0OR SHEAT14m /i SCNEDU LB <br />/ <br />V <br />/ <br />42' H. 1/2 <br />3/4' K <br />WALCAP <br />!'LATE <br />II�MSAX. <br />/ <br />STOR. <br />/ %.2xo S1T STRNSER <br />/ REINFORCED U2X4 SFT <br />WCONT. DEAD OF <br />E4. 2 X1 <br />STRINGER <br />/ <br />SECURE Wad •'-W OL. <br />OF EACH CND, 32' Or — <br />HANDRAIL • <br />W/2X4 RE-N <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.102 <br />STAIRS `RS RISERS TO 0"OW TO FECR 4TH <br />HANDRAIL ENDS SHALL BE <br />STAIR DATA: <br />EIT <br />DION (2aIT) <br />MN TREAV•IN MAX. RISCR•T 3/4. 3M' <br />RETURNED TO THE WALL OR <br />�R . Tg4• <br />MAX. VARIATION N 11001001MADS <br />TERMINATE INTO A NEWEL <br />IS TREADS • <br />ADJACENT TO EACH OTHER W V MAX <br />IO'• I' NOSNG <br />VARIATION IN ANY RISCRTREAD HANDRAIL <br />Gacul-AR OWED SECTION VIA TO CIE 1 3/4' <br />POST. <br />V4' OR PROVIDE EOINALIENT <br />CPAMADILIT' WNDERS- MN. S' UN - <br />NARROW ENO MN. 0' WDTH a G' MWM <br />NARROW ENO 34' MN. HANDRAIL HW. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />•ENCL <br />WNCL OSED ACCESSIBLE SPADE WDER <br />STAIRS SHALL HAVE WALLS, wDER STAIR <br />DIAMETER OF Ij'! 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />SURFACE AND ANY SOFFITS, PROTECTED ON <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />THE ENS7LOSESIDE u3TN1 v2.6YPSUM <br />OOARDS. MGMM W.I.A <br />LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/0'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />0'-0' FIN. PLR. <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.6.1 / F.BG. 2011 <br />u'—c,-'�STAIR SECTION <br />HANDRAIL SECTION <br />D SCALE+ 3/4••I. <br />L441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosWooup.com <br />AA 0: 0003325 <br />o <br />8�i�ttlt <br />o <br />mW <br />R <br />oulmly as LOTS <br />SILVERADO <br />LOT #17 <br />BLK #07 <br />11lOTp <br />04 .002-17 7 <br />MODXU <br />4EHB <br />"2605-HAYDEN" <br />0Alt ws 81FtNO2 <br />RIGHT <br />>PAGI <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />50 MPH EXP. <br />PIPIUNT --I <br />DATIM 03/11/19 <br />8CAtM 1/4"=l'-0" <br />eta <br />A1A <br />