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DBL. <br />TOP <br />PLATE A <br />M <br />BAR DETAIL ARCH DTL.A SCALE, 1/2'•I'-0' (B) <br />• <br />I <br />cm <br />42' K HALF WALL— <br />W/ CAP (2) LAYERS OF 3/4' LAYERS Or PLYWOOD SECURE TREADS TO STRINGER ALIT T <br />3/64 FAST <br />N FLOOR /I"EER <br />�RMATERIAL RIPS FOR��W 'QED 6FINK11lJGLED 4 —WED FASTNSOLID NAILING TO EXTEND GEYOND TWRNQ966 <br />10-0 3/4' 2ND FIN. FLR <br />THE CLEAR SPACE BETWEEN <br />D \ <br />1 1/2 THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />g'_e• gam, <br />HANDRAIL • 3S' AS PER FBCR R311.1.8.2 <br />'D <br />\ <br />\ <br />lW 2Xd RE-INFORGING <br />FLOORING SYSTEM <br />\ <br />PRAMING SHEET) <br />\ <br />NOTE: <br />\ /4' pay <br />WALL W <br />HANDRAIL ENDS SHALL BE <br />PLATE <br />\ <br />I' MAX <br />NOSI <br />CAP <br />RETURNED TO THE WALL OR <br />STAIRS RISERS TO CONFORM TO RXX 6TH <br />\ <br />TERMINATE INTO A NEWEL <br />EDITION r2011) <br />MIK TREAD.10' MAX R6ER•T 3/4. 3A6' STAIR DATA, <br />MAX VARIATION IN R6ER8/TREAD6 <br />\ MR h <br />POST. <br />ADJACENT TO EACH OTHER !M' MAX 16 TREADS • <br />\ <br />VARIATION IN ANY M6ERRREAD HANDRAIL �•� I' NOSING <br />S T O R . <br />CIRCULAR CI0O66 SECTION PIA, TO OE i V4' <br />\ <br />Q <br />•-V4' OR FOOD -APE EQUIVALENT <br />GRASPAISILITY WINDERS- MIN V WIDE • <br />3.7x17 SYP SIRRNIid:R \ <br />NOTE: <br />NOTE: <br />NARROW END MIN. [I* WIDTH D FROMW=NT. <br />NARROW ISO 34' MIL HANDRAIL W.T. <br />RA OF OFF <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />61 R4.00OR AADI-ESIVE <br />PL-4W OR GMILARE <br />\ o W <br />DIAMETER OF Ii's 2' OR A NONGRCULAR CROSS SECTION WITH A <br />NOTE, <br />EA ��AL WAN <br />\ <br />o <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />SED ACCES&�E SPACE UNDER <br />-ENCSTAIRS SHALL HAVE WALLS, UNDER STAIR <br />\ <br />o <br />A LAMEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />RF SUACE AND ANY SOFFITS FROTECTED CH <br />2 X 4 RE-IFORCING <br />\ <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />THE ENCLOSED SIDE WITH I/2' GYPSUM <br />• EA. 2 X 12 STRINGER <br />\ <br />IOqRDg. FBCR 302.1. <br />SECURE wn2d S'•S• oc. <br />\ <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO PLF <br />\ <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 />7X4 ATTACHED IW IOW <br />MASONRY NAILS • 2X4 P.T. <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />SLEEPER INTO SEAS WITHIN S' <br />OF EACH END, 32' D.C. MAX <br />STRESSES- PER SECTION 1601.8.1 / F.B.C. 2011 <br />STAIR SECTION <br />i <br />HANDRAIL SECTION <br />SCALE, 3/4'•1'-O' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH:407-774-6078 <br />FAX: 407-774.4076 <br />www.abd6SRgngroup.00m <br />AA Of: 0003326 J <br />0 <br />s <br />atMDty & LOT <br />SILVERADO <br />LOT #46 <br />BLK #18 <br />PROJECT <br />04128.001-46181 <br />1LODEL- <br />4EHB <br />"2605- HAYDEN" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />150 MPH EXP. B <br />31 <br />L NO,a�) <br />DATE.• 07/27/20 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />Al <br />