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C r <br />D6L. <br />TOP <br />PLATE 9 <br />in <br />lk <br />BAR DETAIL <br />A SCALE: I/2••I'-0' <br />HANDRAIL • 36' <br />W/ 2X4 RE-INFOF <br />3/4' TNG SAID FLOOR <br />OJlO 4 NARM PER <br />MAILING 4041104.E <br />SECURE no LEOGER <br />TO Cm uv vw'x4• <br />TAPOOHS . IS' oJs <br />MAX STAGGERED <br />SDI:UE Do JOIST TO <br />LEDGER IW 61MPSON <br />NJS.26 <br />1/4- T42 WD:LOOR <br />GLUED N NAILED PER <br />NAILING GONE. <br />— <br />ancwm 2.12 eTR1 um TO <br />SOLID NAILING IV ad <br />NAILS TO OE NAILED <br />FROM ISACM610E <br />LAYERS OF ])4' <br />raft OF 1/4' Sue <br />FLOOR MATERIAL <br />RIM FOR SOLID <br />NAILSIG <br />, <br />2.S Gyp <br />STANK DATA. <br />4 <br />D R4ER6TREIDO I. NSF TS2 <br />214 KNEE WALL <br />UVSTUDS . 16- OC. MAX <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1.8.2 <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />\ n� <br />(]) 2.D ST'P <br />STR6i1ER \ <br />RENFOROED <br />UNTW 2.4 SFF <br />2.4 RE/PORDNS . EA <br />SEE 6TRIOTURAL PLANS FOR <br />FLOOR FRAMNG <br />(7) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' W5 <br />FLOOR MATERIAL RIFE FOR <br />SOLID NAJLNG <br />NOR. <br />6raR -- TO OQMOIIM TO FSCR <br />TIN ED. r266S1 MIL TREADW MAX <br />T <br />MOM-1 3M. fAS' MAX V.YSATIM N <br />RIQR/IIRIO ADJACENT TO NACJN <br />L d <br />OM1ER SW MAN. VAMATION N ANY <br />RMEMEAD WANORM. 011i'14A1I <br />c <br />CROS4 SECTION DU. TO K 1 LP L4' <br />OR PROVIDE 10"ALO7T <br />GRASPASILITY WNDER4-MIN. 6- WOE . <br />NAIEEOV !O 0-4- MN PA GRAIL MST. <br />SECURE TREADS TO <br />SnaMaEle W r]) y S' <br />SOlUD . EA. SAPLER, <br />DEAD OF SUD-FLOOR <br />ADINEeIVE PL•4O0 OR <br />SIMILAR . EA <br />WORIZONTAL RUN <br />(INTWREADED 6WANK TO <br />EXTEND DEYOND <br />T400lS4 OF TREAD) <br />7.G STRING"SECURE — SECURE 2X4 P.T. TO <br />UV Od NAILS S'-S' OC. SLAG W/ MICUT <br />MAeD4ErNaL6 <br />STAIR SECTION <br />B SCALE= I/2'•I'-0' <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 1j's 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <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 50 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.C. 2020 <br />HANDRAIL SECTION <br />�. DETAIL <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003328 <br />r, <br />a <br />a <br />' <br />W. <br />w <br />SEE <br />6 <br />y <br />SUBDIV. m IAOT <br />ABBOTT PARK <br />LOT #37 <br />BLK #7 <br />PROJECT* <br />04181.000-37071 <br />MODEU <br />E401 <br />"2828-ENSLEY' <br />GARAGE SMING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />SEP H 3 P021 <br />PRINT 2121 <br />DATE: 09 / / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />Al <br />