Laserfiche WebLink
C <br />TOP <br />PLATE 0 <br />�n <br />BAR DETAIL <br />THE CLEAR SPACE BETWEEN <br />1 1/2THE HANDRAIL AND THE WALL <br />MIN SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL 6 36' AS PER FBCR R311.IB2 <br />W/ 2X4 RE-INFORCING <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 Ii's 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 I/0'. <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 16018.1 / F.B.C. 2020 <br />HANDRAIL SECTION <br />(2) 2x12 <br />SEE FRAM <br />(3) 2.4 BLOC <br />SEE FRAMNG <br />3/4' T4G SUB FLOOR <br />GLUED R somm" D <br />PER FASTENER <br />SCFBDULE <br />S'-4 3/4' 2ND FIN. FLIRa <br />PRE-ENG'D FLOORING SYSTEM <br />(SEE FLOOR FRAMING SHEET) <br />(2) 2x6 HEADER SEE FRAMING) <br />PLAN <br />STAIRS RISERS TO C4N'OR'1 TO FBCR <br />1TH EDITION (2020) <br />MIN. TREAD.10' MAX RISER-1 3/4' <br />3/I6' MAX VARIATION N <br />RSERS/TREADS ADJACENT TO EACH <br />OTHER 3/S' MAX VARIATION N ANY <br />RISERAWSAD HANDRAIL CIRCULAR <br />OWS6 SECTION DIA. TO BE 1 V4' .-V4' <br />OR PROVIDE EQUIVALENT <br />GRASPASI LITY WINDERS- MIN. V WIDE • <br />NARROW END MK IV WIDTH • 12' FROM <br />NARROW END 34' MN. HANDRAIL HOT. <br />NOTE, <br />ENCLOSED ACCESSIBLE SPACE UNDER <br />6TAIRS SHALL NAVE W61 1 6. UNDER <br />STAIR SURFACE AND ANY SOFFTS <br />PROTECTED ON THE ENCLOSED SIDE <br />WTN 1/2' GYPSUM BOARDS, F&A 302.1. <br />42' HIGH <br />HALF WALL <br />UV CAP <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />80LID NAILING <br />SECURE TREADS TO STRINGER <br />WRSRO 3' SCIlURI EA <br />TO EX1iER UNTHREADED 6HANK <br />ro ExrEND BEYOND THIOQNESS <br />OF SUB -FLOOR SHEATHING — <br />RAINING PLAN <br />42' R IR \ <br />\ a CAP \ <br />\ 3/4' KICK \ <br />\ PLATE E m <br />\ od <br />\ NO6N:s� <br />\ "�•II <br />2 X 4 RE-NFORCING i11 <br />• EA 2 X 12 STRINGER <br />SECURE RN2d &'-6' O.G. \ <br />„Q <br />3-2x12 SYP STRINGER \ <br />REINFORCED IW2X4 6" \ <br />W�CONT. BEAD OF <br />a O <br />O <br />8UD-FLOOR ADHESIVE \ <br />PL-400 OR BMILARE • \ <br />EA HORRONTAL RUN <br />2X4 ATTACHED W/RSd <br />MASONRY N41L6 - 2X4 P.T. <br />SLEEPER INTO 6LAE WTNN 0' <br />OF EACN END, 32' O.C. MAX <br />TAIR SECTION <br />�)g <br />ALE: 1/2'•I'-0' <br />HDR. DTL. <br />D scALE: la • I'-0' <br />NOTE: HEADER FINISH TO BE PER <br />COI" IMITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 6: 0003325 <br />O <br />4 <br />svHDIV. & LOT'. <br />ABBOTT PARK <br />LAT #14 <br />BLK #13 <br />PHASE #4B <br />PROJECT# <br />04181.04B-14131 <br />MODEL: <br />3EFB <br />"2447-ROBIE" <br />GARAGE srIMO: <br />RIGHT <br />PAOE: <br />FLOOR PLAN <br />DETAILS <br />160 MPH EXP. C <br />g V21 <br />1 SCALE: 1/4' = 1'-0' 1 <br />A1A <br />