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STAIR DATA: <br />I&R • 154' <br />15 TREADS a <br />10'. 1' NOSNG <br />/ <br />Q <br />/ W <br />E w <br />rod <br />J � <br />c V-4'* <br />TOP <br />PLATE 9 <br />�n <br />.BAR DETAIL <br />SGALE:Ia'•I'-0' <br />(2) LAYERS OF 3/4' PLYWOC <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING i <br />/ /DRAFT <br />STOPPING <br />/ Z-(3) 2x@ S.YP. <br />/ STRINGERS <br />/ • BA 22 X 12 STRNGER <br />SERURE IWGd 6'-0' O.C. <br />6ECLM 2x4 PT PLATE TO <br />GLAD W/ V4' X 3 V4' TAPCONS <br />WATHN 6' OF EACH END AND <br />24' OG MAX IN TWE FIELD <br />NOTE, <br />ENCLOSED <br />ACCESSIBLE <br />SPACE UNDER <br />STAIRS SHALL <br />NAVE WALLS, <br />UNDER STAIR <br />SURFACE AND <br />ANY SOFFITS <br />ON THE <br />ENCLOSED <br />SIDE WITH 1/2, <br />GYPSUM <br />BOARDS. <br />FBCR R3W.1 <br />3/4' TOO MID FLOOR <br />GLUED 4 SCREWED <br />PER FASTENER <br />6C4EDULE <br />DETAIL <br />(�-,-)LAIRRCH <br />E.1/4'•1'-0' <br />IV-0 3/4. 2140 FIN. FLR. <br />FLOORING SYSTEM <br />(SEE FLOOR <br />FRAMING SHEET) <br />FIREeTOPfMNO SMALL BE <br />INSTALLED N CONCEALED <br />SPACES BETWEEN STAIR <br />6TRNOERe AT LEAST ONCE IN THE <br />MIDDLE OP EACH INN AT THE TOP <br />AND BOTTOM AND BETWEEN <br />6TID6 ALO40 AND N LSE WITH <br />ADJACENT KIM OF STAIRS OF THE <br />RW PER PBCR 201T, 6TH EDITION <br />R302JL MATERIAL FOR <br />FWEBLOCKINO SHALL 000OR'1 <br />TO POOR 20M. 6T14 EDITION <br />R302)u <br />STTAAIR eS RISERS TO CQPOW TO FEICR 6TH EDITION (201V <br />Mel TREAD•10' MAX. RISER•1 3/4. 3/16' MAX VARIATION N RIGER&rMAD6 <br />ADJACENT TO EACH OTHER SW MAX VARIATION N ANY RISER TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 1 1/4- •-1/4. OR PROVIDE <br />OCUIVALENT GRA6PA81LITY WANDERS- MN. 6' WIDE • NARROW END MN. II' <br />UDT14 • R' FROM NARROW 00 34• MIN HANDRAIL NOT. <br />STAIR SECTION <br />HANDRAIL a 36' <br />W/ 2X4 RE-INFOF <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1.02 <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 li't 2' OR A NONCIRCULAR GROSS 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 2 114'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF DO 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.C. 2011 <br />Al <br />NDRAIL SECTION <br />DLE, 3/4'•I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-174AO78 <br />www.abdeslgngroup.00m <br />AA M. 0003325 <br />� <br />Ili, <br />0 <br />ti <br />• <br />� <br />_ <br />5 <br />J <br />0 <br />aX713DM k LOT <br />SILVERADO <br />LOT #8 <br />BLK #18 <br />PROJECTp <br />04128.002-08181 <br />MODEL: <br />3EFB <br />"2447- ROBIE" <br />GARAGE BWJMNG: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />DETAILS <br />%50 MPH EXP. BJ <br />SPATE OF A1011011-IrrECTs A <br />l� <br />%CIA <br />NO 93M <br />D TV 10/09/19 <br />SCALE: 1/4' = P-0" <br />a*== <br />Al <br />