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r <br />C <br />COL. <br />TOP <br />PLATE 9 <br />M <br />BAR DETAIL <br />A SCALE: V2'•I' <br />HANDRAIL M 36' <br />W/ 2X4 FM-W-OF <br />S)4' T4a SD! MOM <br />CuAw 4 HALED PER <br />NALLM SCNEDILE <br />SOMME 2" LIDom <br />TO cm SV W*"' <br />TAPCOM . W = <br />MAX STAG419110 <br />3)4' T46 6M PLOOR <br />dump 4® WALLPCR <br />— NAILM ScHmm M — <br />seem " $TRW" ro <br />SOLD NALLN9 W Dd <br />HALLS To ME HALED <br />RO PM MACKSD! <br />WNW <br />"STP <br />w/bT D► • w' OL. 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 R311.1.82 <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'a 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 160-18.1 / F.B.C. 2020 <br />HANDRAIL SECTION <br />I% <br />(W L:D i <br />s ORRlN+OIEwTH tn4 <br />I" mwawNa . EA <br />PLOOR PRN7S(D PLANS MR <br />(a) LAY M OP 3)4' MTWDM <br />OR (a) LAYERS OP S)4' sue <br />MOM MATBEAL RIM POR <br />SOLID NALM <br />yq WASe DATA. <br />011 1 TREADS. W <br />�o <br />SOMME TREADS TO <br />w"mo R w (al • D' <br />Sc161ue • EA STRIIam <br />MEAD OP SU94400R <br />ADMYIK FL-4" OR <br />OMLAR . EA. <br />wommaw1m. IMM <br />(UONwADED SHAW TO <br />TH=0MM CP TREAD) <br />2.2 snom R Gacm — — SEWS m" P.T. TD <br />SV Dd MASS W-V OD. SLAT W (1) SSd CUT <br />MAlawr HA.E.a <br />STAIR SECTION <br />(OAHWDR,. <br />DETAIL <br />d N. RONALD REAGAN BI <br />LONG WOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407.774.4078 <br />www.abdesigngroup.com <br />AA B: 0003325 <br />I <br />MEN <br />a <br />lB�pFS <br />S�p <br />�i <br />� <br />yM52 <br />Rpd <br />9 <br />4 <br />OXMDIV. S. LOT <br />ABBOTT PARK <br />LOT #13 <br />BLK #11 <br />[I-nojmcT# <br />04181.000-13111 <br />MODRIA <br />E401 <br />"2828-ENSLEY" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAAS <br />1 . H C <br />la <br />DATE: o/ 10/ 1 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />A1A <br />