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C <br />DE+L. <br />TOP <br />PLATE 9 <br />M <br />�AR DETAIL <br />r <br />DTL. <br />(�,--,-�)LAIRJCH <br />E:IR'-1'-0' <br />42' R FMLF WALL <br />UV CAP (2) LAYERS OF 3/4. PLYWOOD <br />3/4'GLUED <br />D 8CFSUB FLOOR OR (2) LAYERS OF 3/4'RIPS <br />81Z <br />GLUED 4 FASTENER <br />O FLOOR MATERIAL RIPE FOR/ <br />SCWNOULTEEMIR SOLID air.... <br />10'-0 3/4' 2ND FM. FLR <br />V-8' BRIG. MGT. <br />SECURE TREADS TO 6TRWAft <br />WX3)% 3' SCREM • EA <br />6TRINUR, UNTMREADED 6FIANC <br />TO EXTEND DEYCt0 TNICI MSO <br />OF SIE-h100R 6NEATNPYs <br />PRE-ETNG D \ — — <br />FLOORING SYSTEM <br />(SEE FLOOR \ <br />FRAMING SHEET) \ <br />\ 4' KICK <br />r nax <br />ST�AI `Re RIWFIS TO CONFOIW1 TO FOCR 6TI4 \ PLATE O81NG <br />EDITION (2011) \ 10• <br />MIN TREA0.10' MAX RISER•1 3/4' 3/16' STAIR DATA: \ MIN. <br />MAX CA T TO 19 IN I OTHERISERSAnRlAD6 5 T • lS4AD$ 'Ir <br />AOJACENN IN EACH SE 3/S' MAX IS TREADS • S T O R . ` <br />VARIATION M ANY SECTION <br />O'_ HANDRAIL 0•- I' NOSING <br />.1/4' Oft RCPO"OAD SECTION DNA TO GE I V4' \ <br />I/4. OR PRONDE RGUIVAUNT <br />GRASPAISILITY WINDERS- MIN. WDE • STRINGER <br />NARROW ED MIK II'WDTFI 012'FRCFREINFORCED <br />\ <br />II12X4 6" \ <br />NARROW END 34' MM. HANDRAIL MUST. IWCONT. BEAD OF <br />ENCLD AOCESVISLE SPACE UNDER <br />STAIRS SHALL HAVE WALL6, UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />THE ENCLOSED 61DE WITH 1/2' GYPSU'I <br />COARDS. FISCR 302.1. <br />SUI3-FLOOR ADMIRIVE \ <br />PL-400 OR DMILARE • <br />EA HORIZONTAL RIII \ <br />2 X 4 RE-IFOIRCING --' <br />• EA 2 X k STRMGER <br />SECURE UN2d 6'-V O.C. <br />STAIR SECTION <br />C llllSCAL <br />i <br />MASONRY NAILS • 2X4 P.T. <br />6LEEPER INTO 6LAIS WTMN S' <br />OF EACH END, 32' OG. MAX <br />�. V tlj <br />THE CLEAR SPACE BETWEEN <br />1/2' THE HANDRAIL AND THE ALL <br />N. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36' AS PER FBCR R310B2 <br />W/ 2X4 RE.W-ORCMCa <br />42• H. IR NOTE: <br />WALCAP RETURNEID E <br />APO THE ALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />�- <br />DIAMETER OF Ij'3 2' OR A NONCIRCULAR GROSS SECTION WITH A <br />�o <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />gm <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO PLF <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 />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8,1 / F.B.G. 201-1 <br />HANDRAIL SECTION <br />D WAND <br />i44i N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 327W <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 J <br />f <br />o <br />5 <br />~ <br />0 <br />9 <br />R <br />jLL <br />BVHDIV. aI: LoT <br />SILVERADO <br />LOT #26 <br />BLK #7 <br />PROJECT# <br />04128.002-26071 <br />MODEIa <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 8TIIII'iG: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />50 MPH EXP. JW <br />PIUNT <br />DATE, 08/20/19 <br />SCALE: 1/4"=V-0" <br />8HEET <br />A1A <br />