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C <br />TOP <br />PLATE 0 <br />in <br />BAR DETAIL <br />A SCALE: 1/2'.I _m <br />(2) LAYERS OF W4' PLYWOOD OR <br />(2) LAYERS OF 3V4' SUD FLOOR <br />MATERIAL MPG FOR SOLID NAILMO <br />/ COWPLOlS 3/4' T40 SUB FLOOR <br />HANDRAIL <br />FASTENER ,S TEIVIRSCHEDULE� dt V-4 3/4' 2ND FIN. FLR <br />/ I <br />3/4' KICK PLAT! <br />10' / M e-ENOO FLOORMG <br />MIN. / SYSTEM (SEE FLOOR <br />/ FRAMING SHEET) <br />J NOSIANG / NSMALL Of <br />' GYP. RMTALLT OPPMOONCIALID <br />/ BOARD SPACES BETU M STAIR <br />M / STRINGERS AT LEAST ONCE N <br />-1 Z� NOTE, THE MIDDLE OF EACH RUN �D THE OP AND EOTTO'I AND <br />r <br />U = 'v / ACCESSIBLE BTUM SUTH TUDS ALONG IN <br />m SPACE UNDER <br />/ CENT RUN OF <br />DRAFT STAIRS SMALL STAIRS OF THE RN P!R POOR <br />W / STOPPING HAVE WALLS, MAATTEIRIAL FOR PIHR E IO.K NG <br />= UNDER STAIR <br />/ STAIR DATA; SURFACE AND SHALL C40M401•M TO FDCR 20T1, <br />/ ISR • 192' ANY SOFFITS •TN EDITION R3wjU <br />14 TREADS • PROTECTED <br />/ 10'. 1' NOSING ON THE <br />(3) 2XI2 S.Yr ENCLOSED <br />STRMGERS SIDE WITH 1/2' <br />2 X 4 RE-NFORGNG • BOARDS. <br />EA. 2 X 12 STRINGER FOCR R3021 <br />SER PIN WIOd 6'-8' OG. y 0' <br />SECURE 2x4 Pr PLATE TO SLAB UV 1/4' N¢�t <br />X 3 V4' TAPCONS WITHIN 6' OF EACH STAIRS RISERS TO COHORT TO POOR *TI EDITION (2011) <br />END AND 24' OG. MAX M THE FIELD MN. TREAD.10' MAX RISER-1 3/4' OAS' MAX. VARIATION M RSE1104 EADS <br />ADJACENT TO EACH OTHER 3/S' MAX VARIATION N ANY RMERRREAD <br />HANDRAIL CIRCULAR 014088 SECTION OI.A. TO BE 1 1/4' .-1/4' OR PROVIDE <br />EGLUVALENT GRASPABILITY RIDERS- MIL 6' UJIDE • NARROW END MIN. 11' <br />U2DT14 • 12' PROM NARROW END 34' MIN. HANDRAIL NOT. <br />STAIR SECTION <br />Z <br />HANDRAIL • 36' <br />W/ 2X4 RE.W-M <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1.81 <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 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 116'. <br />2. THIS RAILING SYSTEM IS DESIC%NIED 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. 2011 <br />SECTION <br />(-,-A'�HAANDRAIL E:9/4'.1' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoWgngmup.com <br />AA M: 0003325 J <br />5 <br />K <br />WII <br />sUNDIV. as LOT: <br />ABBOTT PARK <br />LOT #44 <br />BLK #9 <br />PROJECT# <br />04181.000-440 3 <br />w0DEIA <br />3EFB <br />"2447-ROBIE" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />DETAILS <br />160 MPH EXP. C <br />