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SHIM AND SECURE <br />RADIUS CORNERBSEE <br />COUNTER TOP <br />vARfE6 MATERIAL TO <br />CABINETS. <br />BRACKET 4 <br />INSTALLER SHALL <br />BLOCKING <br />INSTALL FLAT <br />ELECTRICAL BOX <br />AT ENDS OF PARTITION <br />KITCHEN -+OAR REINFORCING <br />ARIE C 4 BRACKETS AS <br />WALL <br />BABE <br />CABINET NECE66ARY. <br />2'X6'X86-V4' <br />LOW WALL <br />i <br />2'x6' STUDS <br />• 16, O.C. <br />UW V2' <br />Dll"UI` LL <br />(��BAAR DETAIL <br />, N <br />61�t PUGM TO COIlOW TO <br />MN TVWAD-W' MAX. NOM'T <br />3)4' V*' MAX VARIATION N <br />RJONFAfrPRAM � TO <br />VARIATION N ANY INSEIRInWAD <br />HANDRALL COCILLAR CROW <br />6ECTION OW TO ME i V4' -V4' <br />OR PROVIDE EOWVALENT <br />GRASPABLLITY WA67ER6- MK 0' <br />WIDE • NARROIU END MR U' <br />WIDTH • C' PROM NARROW END <br />34' MN. MA42PALL FIST. <br />FIN <br />PRE-19mV (2) LAYERS OF N4• <br />PLOORNG SYSTEM PLYWOOD OR (2) LAYERS OF <br />(SEE FLOOR 3/4' SUB FLOOR MATEIRIAL <br />PRAMINS SHEET) RIPS FOR 60LID NAILING <br />s(4' T10 SLUG FLOOR <br />allw 4 6CIRtURD <br />PER FASTENER <br />ecFEDW.E <br />GK— <br />PRAME Our FOR FLATS <br />TOP OF STAIRS \ <br />\ <br />\ <br />\ <br />ENGL08ED ACCE6."' 8PAC1' \ <br />UNDER STAIRS SHALL WAVE WALL6, \ <br />UNDER -STAIR S AVACE AND ANY <br />SOFPIT6 PROTECTED ON TFE <br />0aa.06ED 61DE WITH V2' dIYPSU" I <br />BOARD. FBGR sm.6 <br />PWDR <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 V2' <br />HANDRAIL • 36' AS PER FBCR R311.19Z <br />UV 2X4 RE-UEORCING <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}'A 2' OR A NONCIRCULAR CR088 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 RAILINCs SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FOR A CONCENTRATED LOAD OF 2" 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.G. 2020 <br />r, HANDRAIL DETAIL <br />STAIR DATA <br />IISSM • ID21 . <br />W'�I NOSING <br />\ <br />Z <br />� Q <br />10' I' gAI� <br />� U <br />5' <br />\N(4) <br />J � <br />67RR2X4•EA2SECURE <br />IOd MA6CNPtr NAIL6 • 2X4 <br />P.T. SLEEPER INTO SLAB <br />URTHN V OF EACH END, 32' <br />OL MAX <br />(STAIR DETAIL <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX:407-774.4078 <br />www.abdesigngroup.com <br />AA B: 0003325 <br />am�x, <br />mm <br />stmDIV. dR LOT: <br />ABBOTT PARK <br />LOT #25 <br />BLK. #9 <br />13PROJZCTiF <br />04181.000-25091 <br />woaffiL <br />2554—E301— <br />"DARWIN" <br />GARAGIffi ewaaa: <br />RIGHT <br />PAOW. <br />DETAILS <br />160 MPH EXP C <br />scALE: 1/4-=r—O- <br />9HEET <br />Al A <br />