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S <br />DDL. <br />TOP <br />PLATE 9 <br />M <br />D <br />BAR DETAIL <br />SCALE, <br />B ARCHI DTL. <br />42' M. HALF WAU <br />SV CAP <br />3/4' T4G Na PLOOR <br />OLIIBD A 8C1lEIIED <br />PER PAOTNNM <br />6c*lm"E <br />I®'-0 3/4' 2ND FIN. PLR. <br />8'-$, MRS. HGT. <br />6T�`AIM WORMS TO C0WPOW TO /SCR 6TM <br />EDITION (w) <br />MN. TPWAD.16' MAX. RISM1 3V4' S/16' STAIR DATA, <br />MAX VARIATION N R NW RSt" EARS W R7' * lib* <br />• <br />ADJACENT TO EACH OTMER SW MAX <br />VMNATRON IN ANY POSOWTRIAD HANDRAIL �•. I' NOSING <br />CIRCULAR 0066 SECTION DIA I <br />.-V4. OR PROVIDE EOUNALEW <br />d *ASPA LrrY WINDERS- MN. 6' WOE . <br />NARR010 M MN. M WDTM • 12, PROM <br />NARRR M M 3W MIN. WANDRAL M-W. <br />'ENCLOSED ACCESSIBLE SPACE LN ER <br />STAIRS SHALL HAVE WALLS, UNDER STARR <br />SURFACE AND ANY SORPITS PROTECTED ON <br />THE ENCLOSED 610E WITH W' *YP8t3M <br />BOARDS. PDCR 302.1. <br />0'-0' PM. FLR <br />!2) LAYERS OP 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SLD <br />FLOOR MATERIAL RIPS FOR <br />r.j <br />\ 4' KICK <br />PLATE I'MAX. <br />\ OSING <br />\ HSL <br />STOR. `\ <br />3-2.E SYP STRNSER \ <br />RESIPORCED Imt4 6PP \ <br />GU OaAD <br />AADOPMESWE \ <br />KA HOPVZCWAL RUN \ <br />2 X 4 RE-I'FORCM <br />• E/L 2 X 12 STRNGER <br />6EC1AiC umd 6'-6' O.G. <br />STAIR SECTION <br />"DER <br />EM - IRA <br />EY! EA AHU <br />NRSADSD GNAW <br />!POND TMIO0088 <br />t N48ATHNlS <br />\ 1 1/2' <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />\ MIN. <br />SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL 6 36' <br />AS PER FBCR R311. th.2 <br />\ W/ 2X4 RE-W-MI 51 <br />42' R W <br />NOTE: <br />WALL V <br />HANDRAIL ENDS SHALL BE <br />CA' <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER NTO SLAB WTMN 6' <br />CP EACH END, 32' OL. MAX. <br />NOTE: <br />1. HANDRAILS 8HALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />_�• DIAMETER OF I#': 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />l4 o 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 />g SHALL HAVE A MINIMUM RADIUS OF I/8'. <br />2. THIS RAILING SYSTEM 18 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 BARRIER& AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8.1 / F.B.C. 2011 <br />D HANDRAIL SECTION <br />SCALE, 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX: 407-774-4078 <br />wwwAbdooWigroup•oom <br />AA M: 0003325 <br />,ammo <br />atrBD1V. a IATt <br />SILVERADO <br />LOT #11 <br />BLK. #12 <br />1pRo wT# <br />04128.002-11121 <br />mo2tikzu <br />4EHB <br />"2605- HAYDEN" <br />GARAGN ElVD4M <br />LEFT <br />PAGI L, <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />%150 MPH EXP. B <br />