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42• HIGH <br />HAIL WALL <br />av CAP <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' &Z <br />FLOOR MATERIAL RIPS FOR <br />SOLID NARLNG <br />AHU <br />SECURE TREADS TO STRINGER <br />W4' Tw Sue FLOOR LAU N . <br />WK3)e 3' eGR1EU.S • EA <br />STR 42M WTH11t1i SH4K <br />GLUED 4 SCIS!U.CD <br />MN FAVENERI <br />To EXTSND BEYOND THICIO.CSS <br />OC44EDULE <br />OF SUIS-FLOOR 6HEATHNG <br />1-4 <br />9'-4 3/4' 2r <br />� c <br />_ <br />8'-0' 15R3. <br />/ <br />/ <br />PRE-15HO FLOORM <br />/ <br />�eLWALL � / <br />(am FLOOR <br />SYSTEMNe.AMW.G "ET) <br />MOM, <br />OAP <br />STAIRS RISERS TO COrFOR! TO FBCR <br />9/4PL TE / <br />TTH EDITION (20m) <br />MIN. TREAD•10• MAX Milli 3/4' <br />j <br />I' MAX <br />NO&NG / <br />STAIR DATA: <br />. <br />3/Y• MAX VARIATION N <br />RISEIMRREADS ADJACENT TO <br />w <br />i0 <br />m' <br />nny / <br />16R �52' <br />14 TREADS • <br />MA014 <br />OTHER 3/0' MAX VARIATION N ANY <br />U <br />i <br />h <br />r / <br />S T 0 R <br />10'. I.N091N3 <br />RISEW1MRAD "40RAIL CIRpLAR <br />CROSS SECTRON OIA TOT I v4• -v4• <br />. <br />GRAeS,3p�TY�WIrVO�em�- MK V WDE • <br />/ <br />NARROW END MIR Ir WIDTH • 12' FROM <br />/ <br />NARROIU END 34• MUG. HANDRAIL W.T. <br />3-0w12 STr STMf4GER <br />/ F11101 RCED UA/2X4 SPF <br />C I, 4• <br />m <br />/ UkrONT. BEAD OF <br />"-FLOOR A01-11 E <br />INCLOSED ACCESSIBLE SPACE WDER <br />PL-400 OR $"LAPM • <br />EA HORIZOMAL FEN <br />STAIRS 111i HAVE WALLS, BIDER <br />STAR SIIi AND ANY =ITO <br />PROTECTED oN THE & CLOSED SIDE <br />7X4RCNG <br />WITH 1/2' GYPSU•1 BOARDS. MMR 302.T. <br />TOP <br />2x 12 O <br />• E4 2 G STRRIGER <br />/ <br />PLATE 0 <br />eeu3Q uvua r•-e• ac. <br />0'-0' FIN. FLP <br />2X4 ATTACFED W/ IOd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB UwTNN e• <br />OF EACH END, 32. OO. MAX <br />ABAR DETAIL <br />SCALE:Ia'•I'-0' <br />OSTAIR OSECTION <br />THE CLEAR SPACE BETWEEN <br />1 1/2" THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL a 36' AS PER FBCR R311.1BZ <br />W/ 2X4 RE-;F ;rW. <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE, <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF Ii't 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 1/0'. <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 />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 160-lb.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />D SC <br />HDR. DTL. <br />ALE: 1/2 • I'-0' <br />NOTE, HEADER FINISH TO EIE PER <br />COMMUNITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774.6079 <br />FAX 407-7744078 <br />wwwabdesigngroup.com <br />AA N: 0003326 <br />Z <br />sUDDIV. Nk LOT <br />ABBOTT PARK <br />LOT #17 <br />BLK #13 <br />PHASE #4B <br />PRO•T6CT* <br />0418l.04B-17131 <br />MODSI1 <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGIM <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />001 <br />DA IM 02/08/22 <br />SCALM- 1/4"=1•-0" <br />nlgz T <br />A1A <br />