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�I <br />/ <br />Qw <br />2 z <br />zci <br />�a <br />w <br />J <br />(Loo <br />O Q 4 <br />= cn <br />42' HIGH <br />HALF WALL <br />W/ CAP <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />SECURE TREADS TO STRINGER \ <br />W/(3)08 3' SCREWS * EA <br />STRINGER, UNTHREADED SHANK <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING — <br />A � <br />'IL <br />DBL. <br />TOP <br />PLATE <br />0 <br />cq <br />Id <br />( : BAR DETAIL <br />A SCALE: 1/2' -O' <br />(2) 2x12 HEADER, SEE <br />FRAMING PLAN <br />3/4' T <G SUB FLOOR <br />GLUED < SCREWED <br />PER FASTENER <br />SCHEDULE <br />9'-4 3/4" 2ND FIN. FLR. <br />PRE-ENG'D FLOORING SYSTEM <br />(SEE FLOOR FRAMING SHEET) <br />42' H. 1/2 / <br />WALL W/ / <br />(2) 2x8 HEADER, SEE FRAMING <br />CAP 3/4' KICK <br />PLAN <br />PLATE / <br />NOTE: <br />/ <br />STAIRS RISERS TO CONFORM TO FBCR <br />6TH EDITION (2011) <br />/ <br />MIN. TREAD■10' MAX. RISER=i 3/4' <br />COATS <br />/ <br />3/16' MAX. VARIATION IN <br />]'MAX. <br />RISERS/TREADS ADJACENT TO EACH <br />NOSING / <br />OTHER 3/8' MAX. VARIATION IN ANY <br />RISER/TREAD HANDRAIL CIRCULAR <br />10' / <br />CROSS SECTION DIA. TO BE 1 1/4' +-1/4' <br />MIN. <br />R IVALENT <br />N <br />GAB A51LI YWINDERS-MIN. 6' WIDE <br />2 X 4 RE-INFORCING <br />NARROW END MIN. 11" WIDTH * 12' FROM <br />r <br />* EA. 2 X 12 STRINGER STAIR DATA: <br />NARROW END 34' MIN. HANDRAIL HGT. <br />SECURE W/12d 6'-8' O.C. 15R 0 1.52' <br />/ <br />NOTE: <br />3-2x12 SYP STRINGER 14 +REA06 0z <br />/ <br />'ENCLOSED ACCESSIBLE SPACE UNDER <br />REINFORCED W/2X4 SPF <br />STAIRS SHALL HAVE WALLS, UNDER <br />/ W/CONT. BEAD OF <br />STAIR SURFACE AND ANY SOFFITS <br />SUB -FLOOR ADHESIVE <br />PROTECTED ON THE ENCLOSED SIDE <br />/ PL-400 OR SIMILARE * <br />WITH 1/2' GYPSUM BOARDS. FBCR 302.1. <br />EA HORIZONTAL RUN <br />LO'-O" FIN. FLR. <br />---2X4 ATTACHED W/ 10d <br />MASONRY NAILS * 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN 8' <br />OF EACH END, 32' O.G. MAX. <br />VB STAIRmSECTION <br />HANDRAIL 6 36' <br />W/ 2X4 RE - INFOR <br />THE CLEAR SPACE 5ETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL 5E NO LESS THAN 1 1/2" <br />AS PER F5CR R311.71.8.2 <br />NOTE: <br />HANDRAIL <br />RETURNED <br />TERMINATE <br />POST, <br />ENDS SHALL 5E <br />TO THE WALL OR <br />INTO A NEWEL <br />NOTE: <br />1. HANDRAIL5 SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 1j"± 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 CRO55 SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/50 <br />. <br />2. TH15 RAILING SYSTEM 15 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 5ARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 16018.1 / F.B.C. 2011 <br />HANDRAIL SECTION <br />SCALE: 3/4'=1'-O' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />� <br />� <br />q <br />w <br />O <br />a <br />°C <br />iIN <br />u <br />-- <br />Q, <br />N <br />�- <br />v <br />Q <br />} <br />� <br />w <br />Q <br />w <br />4 <br />, <br />C <br />e <br />A <br />A <br />f <br />V <br />SUSDIV. & LOT: <br />ABBOTT <br />PARK <br />LOT #36 <br />B LK #9 <br />PROJECT# <br />04181.000- 36091 <br />MODEL: <br />3EFB <br />"2447- ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />DETAILS <br />60 MPH EXP. C <br />rPRINT <br />DATE: 05/26/20 1 <br />' SCALD: 1/491 = 11 <br />_011 <br />' <br />SHEET <br />