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It <br />V - 42' HIGH <br />HALF WALL <br />W/ CAP <br />(2) <br />2x17 HEADER <br />(2) LAYERS OF 3/4' PLYWOOD WE FRAMING PLAN <br />OR (2) LAYERS OF 3/4' DUD <br />FLOOR MATERIAL RIPS FOR <br />(!) 7x4 DLOOKNG. <br />14 SLOOMW. WA <br />SOLID NAILING <br />GEE <br />SECURE TREADS TO STRINGER <br />8UD R <br />WK3)b 3' 6CREW6 • EA <br />D <br />6TR 40EK UNTHREADED GNAW <br />PER P STENER � <br />TO EMEND DEYOND TWK20M 6 <br />SCHEDULE <br />OF DUD -FLOOR SHEATHNG <br />V-4 3/4' 2ND FIN. <br />SIMPSON <br />/ rMrS-20-20 GEE <br />- - - FRAMNG PLAN <br />0'-0' BRG. HGT. <br />/ <br />PIE-ENG'D FLOORING SYSTEM <br />C / <br />(GEE NOOK FRAMNG SWEET) <br />/ <br />/ I' MAX. / <br />(2) 2x0 HEADER <br />NOSING <br />IJ <br />I® <br />/ <br />NOTM <br />STAIRS RISERS TO CQN'ORM TO FDCR <br />W U <br />L) <br />/ <br />TTH EDITION (20M) <br />_ <br />47• W. y <br />42' W. W/ Ul <br />r / <br />MIN. TREAD•10• M.�(. RIBER.T !/4' <br />!)IiMAX VARIATION M <br />Qj <br />CAP / <br />STAIR <br />A TO EACH <br />ATII IN ANY/ <br />OTHER "' MA' <br />w <br />PAN. <br />141 TREADS <br />V <br />R18CR/TIEAD HAWDARAIL clRcuLAR <br />i0 <br />U <br />E• <br />10'. 1' NOSING <br />COW" SECTION DIAA,, TO DE 1 1/4' --1/4'/ <br />J !/4' KdCK <br />OR PROVIDE EWIV404T <br />GRASPADILITY WI D00- MR S' UDE • <br />m PLATE 2 X 4 RE-IIFOIlGNG <br />NARROW END MIL II' WIDTH • 12' FROM <br />/ • EA. 7 X 12 STRINGER <br />NARROW END 34' MR$ WA 2RAIL HAT. <br />Qp ZQ 0 SECUREumd ♦'-S' or_S <br />/ <br />1'-4' <br />�I� * <br />Q v 6YP STRINGER <br />S m / RE xq p <br />-ENCLOSED ACC9661OLE SPACE UNDER <br />6TAIR6 SHALL HAVE WALLA, UNDER <br />STAIR SURFACE AND ANY SOFFITS <br />1-7p/ <br />W/CONT. DEAD OF <br />ADHESIVE <br />PROTECTED <br />H1/2 OiTWE �. <br />WI.DBL. <br />ia PSI.1 ISO <br />TOP <br />EA HORIZONTAL Iw <br />0'-0' FIN. FLR. <br />PLATE 0 <br />2X4 ATTACHED W/ Wd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER NTO GLAD wTHIN V <br />OF EACH END, 32. OC. MAX <br />BAR DETAIL <br />A SCALE: V2'.1SCALE: -0' <br />STAIR SECTION <br />B SCALE: I/2'.i _0• <br />HANDRAIL is 36' <br />W/ 2X4 RE-INFOR <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.182 <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 1#'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 1601.0.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />C SCALE:3/4'•1'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdeslgngroup.com <br />AA is 0003325 <br />a <br />��o <br />4 <br />aysaly. ae toT: <br />ABBOTT PARK <br />LOT #10 <br />BLK. #11 <br />PROJECT* <br />04181.000-10112 <br />MODEL' <br />3EEB <br />"2260—ELSTON" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />STAIR <br />SECTIONS <br />& DETAILS <br />160 MPH E C <br />2 <br />4/06/2P <br />SCALE: 1/4"=1'—O" <br />A.1 A <br />