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V 42' Wr44 <br />HALF WALL <br />W/ CAP <br />(2) <br />2x0 HEADER <br />(2) LAYERS OF 3/4' PLYWOOD SEE FRAMING PLAN <br />OR (2) LAYERS OF 3/4' SUB <br />1812x4 DLOCKMG, <br />FLOOR MATERIAL MPG FOR <br />SOLID NAILING <br />SEE FRAMING PLAN <br />SECURE TREADS TO STRINGER <br />!/4' T40 SUB FLOOR <br />WK3PS 3' 6CREWS • BA <br />GLUED 4 SCREUED <br />STRINGER UNTHREADED SWAMC <br />PER FASTENER <br />f <br />I LXT@ND BEYOND THICKNESS <br />SCHEDULE <br />— of euB-FLOOR SIEATMMG — — _ <br />V -4 3/4' 2ND F <br />, <br />blMPaAN <br />/ Mt8IM SEE <br />PLAN <br />S'-0• ERG. HG1 <br />/ <br />PRE-ENG'D FLOORING SYSTEM <br />/ <br />C / <br />IEEE FLOOR FRM7MG SHEET) <br />/ <br />I I' MAX. / <br />(2) 2.8 HEADER <br />GCE FRATING PLAN! <br />N081NG <br />Q <br />ID• <br />/ <br />NOTM <br />STAIRS RISERS TO CONFORNT TO FBCR <br />W <br />.1 <br />/ <br />TTM EDITION /2020) <br />= <br />�� H I* <br />'� <br />MN. MAD.W MAX RISER•T 3/4' <br />WALL <br />CAPr <br />/ <br />/ STAIR DATA, <br />3/I6' MAX VARIATION IN <br />BADS ADJACENT TO EACH <br />U1 <br />laR • ,'62 • PAN. <br />READ 31S• MAX VARIATION IN ANY <br />HANDRAIL CIRCULAR <br />/ 14 TREADS • <br />CROSS SECTION DIA TO BE 1 1/4' .-VP <br />U <br />/ Im'• 1' NOSING <br />OR PROVIDE EO111VALENT <br />J <br />3/4' KICK <br />GRASPABILITY WINDlRS- MIN. &' WIDE • <br />Q <br />PLATE 2 x 4 RE-IMOIICMG <br />NARROW END MIN. U' WIDTH . 12' MWM <br />R' <br />/ • EA 2 X 12 STRINGER <br />NARROW END 34' MP/ HANDRAIL HOT. <br />RL 00 <br />SECURE WMI4 S'-V Oc. <br />/ <br />S <br />'ENCLOSED ACCESSIBLE SPACE UNDER <br />Ir <br />? m <br />3 <br />/ .2x@ St'P STRINGER <br />WOO' SPP <br />STAIRS SHALL HAVE WALLS, UNDER <br />STAIR SURFACE AND ANY SOFFITS <br />UiCREINFOIRCED <br />BEAD OF <br />/ SUS FLOOR <br />PROTECTED CN THE M CL06ED SIDE <br />�4000OOR b�ILA E . <br />WITH IR' GYP&" BOARDS, FBCR 3MA <br />TON' <br />EA HORIZONTAL RUN <br />0'-0' FIN, FLR <br />PLATE 0 <br />2X4 ATTACHED UW IOd <br />MASONRY NAILS • 2X4 P.T. <br />BLEEPER INTO GLAD WITHIN d <br />OF EACH END. 32' OC. MAX <br />BAR DETAIL(GCALE� <br />B STAIR mSECTION <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 • 36' AS PER FBCR R3111.82 <br />AU 2X4 FM-INFORG� <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 I#'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 1/8'. <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 1601.8.1 / F.B.G. 2020 <br />CHANDRAIL SECTION <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA A: 0003325 <br />Its <br />m <br />8 <br />M <br />o <br />4 <br />ygS9� <br />1 <br />SVHDIV. & MT <br />ABBOTT PARK <br />LOT #17 <br />BLK. #9 <br />PROJECT# <br />04181.000-17091 <br />MODEM <br />3EEB <br />"2260— ELSTON" <br />GARAGE SM/ING: <br />RIGHT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />60 XPH <br />0 <br />A. <br />YiillVT Ob 24 21 <br />DATE: <br />/ / <br />SCALE: 1/4"=1'-0" <br />SI3MET <br />A1A <br />