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4i' 14144 <br />V <br />HAI, WALL <br />W/ OAP <br />(2) 2x2 HEADER <br />SEE MA'TMO RAN <br />(2) LAYERS OF 1/4' PLYWOOD <br />fb) 2x4 BLOCKSIt3, <br />OR (2) LAYERS Or 3/4' SM <br />FLOOR MATTEUAL RIPS POIF <br />SEE FWMTM6 PLAN <br />SOLID NAILMo <br />3/4' TKi Sib DOOR <br />SEC2RE TREADS TO STRwiam <br />CW-WED at <br />WA'37! 9' SCREWS • EA <br />PER RASTENlR <br />STRSYtR WTHgBADED SHANK <br />SCHEDLLE <br />TO EMEND BEYOND THIOWESS <br />9'-4 3/4' 2ND FIN. FLR. <br />OFSIDS -FLOOR <br />\ <br />THE CLEAR SPACE BETWEEN <br />ME \ <br />THE HANDRAIL AND THE WALL <br />a'-0' BRG. HCsT. <br />R6°�'IMo�i°'� <br />1" I N Y <br />L BE NO <br />I 1/2'14ANDRAIL <br />\ <br />• 36' <br />AS PER FBCR R31S8$ZAN <br />PRe-EN6'D IR.00ItlN6 $rSTEM <br />\ <br />UV 2X4 RE-IPFORGMG <br />?am FLOOR NRAMRdG SFEET) \ G <br />(2) US WADER <br />AIM PRAMM6 PLAN <br />\ V MAX. <br />\ <br />NOTE: <br />NOSING \ <br />HANDRAIL ENDS SHALL BE <br />STAIRS RISER$ TO C0WOW TO FWA <br />\ Im^ <br />o <br />RETURNED TO THE WALL OR <br />ITN EDITION (2"1 <br />MIN. TREA.D.IB• MAX RISER-1 3/4' <br />\ <br />42' N. 112 <br />QIu <br />W U <br />TERMINATE INTO A NEWEL <br />3IS^ MAX VARIATION IN <br />MA MAX VARIA�TIONTN A1� <br />STAIR DATA. <br />\ ' <br />\ }y,I'kL <br />WALL IV <br />� <br />�a <br />a <br />L <br />POST. <br />RBER(MAD HANDRAIL CIRCULAR <br />PAN. <br />SR • l52' <br />\ <br />W <br />CROSS SECTION DIA TO BE 1 V4' . 1/4' <br />14 TREADS • <br />�' <br />OR PROVIDE EOWIVALEW <br />II V NOS MG <br />\ <br />U <br />GdRA$PABILRY WRDSIRS- MIN. $' WIDE • <br />3/4' KICK <br />J <br />NOTE - <br />NARROW MIND D MIN. IPWIDTH . D• PROM <br />MIND D 34' MRL HANDRAIL WGT. <br />2 x 4 M-R4'ORCN6 PLATE <br />. EA 2 X 2 6TRedGiER \ <br />LL m <br />O <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />SECURE uu2e $ -$ on <br />o p <br />DIAMETER OF Ii's 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />-ENCLOSED ACCESSIBLE SPACE UCER <br />STAM SHALL HAVE WALL$, UDDER <br />\ <br />3-2x2 $YP eTR$RoeR <br />WENOIRClp Wym4 SPp \ <br />'v <br />_ " <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 />1� <br />STAIR SUIVACE AND ANY SORIT$ <br />Wocow. op \ <br />ON THE �RD$FISCR302'1 <br />SUB-FLOORADNIE6ILE <br />SHALL HAVE A MINIMUM RADIUS OF 1/S'. <br />DBL <br />WIITH14'&"%L' BOAECI <br />PL-4" OR SIMILAIRE • \ <br />PLATE <br />9 <br />V-0' FIN. FLR. <br />EA HORIZONTAL RW <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />2X4 ATTACFED W/ IWd <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />MASONRYi TN'SLEE INTO SLAB <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />OF EACH END, 32' Or —MAX <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8.1 / F.B.C. 2020 <br />BAR DETAIL <br />A 6CALE, Ln'•1'-0' <br />B STAIR OSECTION <br />C HANDRAIL SECTION <br />a <br />sil <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX; 407-774.4078 <br />www.abdesigngroup.com <br />AA S: 0003325 <br />8 roll� <br />h <br />C <br />RIM <br />sit <br />E[TZ;DIV. AS L�OTs <br />ABBOTT PARK <br />LOT #40 <br />BLK #7 <br />1pno"wTip <br />04181.000-40071 <br />MODS'" <br />3EEB <br />"2260—ELSTON" <br />GARAGM EWDM: <br />LEFT <br />AAGM: <br />STAIR <br />SECTION/ <br />DETAILS <br />%160 MPH EXP. C <br />00 <br />ROUND A ABOUCHAM <br />L AR NO 93723 J <br />MIR <br />DATM 09/21/21 <br />a1c•*-m- 1/4"=1'-0" <br />83111= <br />A1A <br />