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Qw <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 />z <br />42' H. 1/2 <br />WALL W/ <br />CAP <br />M <br />3/4' KICK lz <br />PLATE <br />]'MAX. / <br />—NOSING <br />10, <br />11N. <br />2 X 4 RE-INFORCING <br />/ ® EA. 2 X 12 STRINGER <br />SECURE W/12d <br />/ 3-2x12 SYP STRINGER <br />REINFORCED W/2X4 SPF <br />W/CONT. BEAD OF <br />SUB -FLOOR ADHESIVE <br />FL-400 OR SIMILARE <br />EA HORIZONTAL RUN <br />— 2X4 ATTACHED W/ 10d <br />MASONRY NAILS a 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN 8' <br />OF EACH END, 32' O.C. MAX. <br />42' HIGH <br />HALF WALL <br />W/ CAP <br />li t" <br />/ 't I/' <br />N <br />05L. <br />TOP _ <br />PLATE Q <br />m <br />BAR DETAIL <br />A SCALE: 1/2' =1' -0' <br />(2) 2x12 HEADER, SEE <br />FRAMING PLAN <br />3/4' T 4G SUB FLOOR <br />GLUED < SCREWED <br />PER FASTENER <br />SCHEDULE <br />e'-4 3/4" 2ND FIN. FLR. <br />8'-0" 5RG. Hr3T. <br />PRE-ENG'D FLOORING SYSTEM <br />(SEE FLOOR FRAMING SHEET) <br />--(2) 2x8 HEADER, SEE FRAMING <br />PLAN <br />NOTE: <br />STAIRS RISERS TO CONFORM TO FBCR <br />6TH EDITION (2011) <br />MIN. TREAD=I0' MAX. RISER■l 3/4' <br />COATS <br />3/16' MAX, VARIATION IN <br />RISERS/TREADS ADJACENT TO EACH <br />OTHER 3/6' MAX. VARIATION IN ANY <br />RISER/TREAD HANDRAIL CIRCULAR <br />CROSS SECTION DIA. TO BE 1 1/4' +-1/4' <br />OR PROVIDE EQUIVALENT <br />GRASPA51LITY WINDERS- MIN. 6' WIDE 5 <br />NARROW END MIN. II' WIDTH 0 12' FROM <br />STAIR DATA: <br />NARROW END 34' MIN. HANDRAIL HGT. <br />NOTE_ <br />15R 6 1.52' <br />14 Ev <br />'ENCLOSED ACCESSIBLE SPACE UNDER <br />+1TREADS <br />10 NOSING <br />STAIRS SHALL HAVE WALLS, UNDER <br />STAIR SURFACE AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH 1/2' GYPSUM BOARDS. FBCR 302.1. <br />..O'-O" FIN. FLR. <br />VTAIR OSECTIONSC ALE: 1/2'z 1'-' <br />HANDRAIL 's 36' <br />W12X4 RE - INFOR <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2" <br />45 PER FBCR R3111Z.2 <br />NOTE: <br />HANDRAIL <br />RETURNED <br />TERMINATE <br />POST. <br />ENDS SHALL BE <br />TO THE WALL OR <br />INTO A NEWEL <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 14"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 1/60 <br />. <br />2. THIS 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 BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1607.8.1 / F.B.C. 2011 <br />HANDRAIL SECTION <br />: 3/4' =1' -0' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />w <br />� <br />J <br />V <br />J <br />0 <br />Q <br />� <br />W <br />U <br />.. <br />to <br />0 <br />J <br />0 <br />cn <br />*- <br />r <br />r <br />ALu <br />to <br />Lu <br />ui <br />Tcp <br />5 <br />e <br />e <br />Eli <br />V <br />cn <br />SUBDIV. & LOT• <br />ABBOTT <br />PARK <br />LOT #38 <br />BLK #9 <br />PROJECT# <br />04181.000- 38091 <br />MODEL: <br />3EFB <br />"2447—ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />DETAILS <br />60 MPH EXP. Co <br />PRINT <br />DATE: 05/26/20 1 <br />SCALE: 1/4" = 1'—O" <br />SHEET <br />7 �I <br />