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♦- <br />C P.4�* <br />DMIL <br />TOP <br />PLATE 9 <br />m <br />BAR DETAIL <br />A SCALE:Ia'-I'-C' <br />a <br />42, ww <br />HALP WALL <br />W/ OAP <br />LAU N . a/4' TKa PLODR <br />GLIED � BCRELLED <br />PER FASTENER <br />SCHEDILE <br />NDrM <br />SRISERS TO CONFORM TO FBCR <br />TTH EDITION (2020) <br />MN "MAD -NO' MAX MORO A/4• <br />SAS' MAX VARIATION N <br />RISEIlS/I1WADS ADJACENT TO EACH <br />OTHER &W MAX VARIATION N ANT <br />ItlSER/1RlAD HANDRAIL GIRgr. <br />CROSS SECTION DLL TO BE 1 VW a114' <br />OR PROVIDE EOJIVALENT <br />dRASPABILTTY WADERS- MN. 6- WOE . <br />NAmww END MIN II' WIDTH • C' PROM <br />NARROW END 3%4' MIN. HANDRAIL 1,6T. <br />4SVCLOSED ACCESSIBLE SPACE WDER <br />STAIRS SHALL HAVE WALLS, UNDER <br />STAIR SURFACE AND ANY SOTITS <br />PROTECTED ON TW ENCLOSED SIDE <br />WITH 102' dYPSUM BOARDS. FSCR NMI. <br />(2) LAYERS OF 1/4' PLYWOOD <br />OR (2) LAYERS OF 1/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAIL W <br />1 TREADS TO 6TRN5M A H U <br />3' SCOWAS • EA <br />ER WT4iRADED SHAW <br />END BEYOND THICIO S" <br />-PLODR SHEATHAG <br />r9TEm J E IFLOO l3 NOR. <br />(STEM fSEE FLOOR <br />lAMNd SHEET) KICKSTAIR DATA:TE <br />I'MAX.tf—At <br />\ 'k <br />5-2.12 SYP STRINGER <br />REN\� <br />PORCED UV2X4 SPP \ <br />W/CONT. BEAD OF \: <br />SUB -FLOOR ADFESIVEO0 PL-4OR SIMILARE • <br />EA HORIZONTAL RUN <br />2 X 4 RE-RF R:AG <br />• EA 2 x Q STRAdER <br />SECURE U Ed W-S' OC. <br />B STAIR SECTION <br />SCALE: IR'•I'-0' <br />42' H. 1/2 \ \ <br />WALL W/ <br />CAP <br />2X4 ATTACHED W/IOd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WTHN S' <br />OF EACM END, 32' OC. MAX <br />1 1/2' <br />MIN_ <br />HANDRAIL • 36' <br />UV 2X4 RE-W-MlNG <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1.82 <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 144 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />�J <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4. EDGES <br />o <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <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 1601.8.E / F.B.C. 2020 <br />HANDRAIL SECTION <br />CSCALE: 3/4'.I'-m' <br />HDR. DTL. <br />NOTE: HEADER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />v �_ <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407.774-6078 <br />FAX: 407-774-4078 <br />www.sbdesigngroup.00m <br />AA #: 0003325 <br />W <br />31 <br />m <br />S <br />o <br />E <br />u <br />IC <br />o <br />bunDIV. & LOT'. <br />ABBOTT PARK <br />LOT #27 <br />BLK. #12 <br />PR0"XIT# <br />04181.000-271 1 <br />Moaald <br />4EHB <br />"2605- HAYDEN" <br />GARAOR DWINd: <br />LEFT <br />PAGZ- <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />