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C <br />D6L. <br />TOP <br />PLATE 9 <br />i� <br />ABAR2'DETAIL <br />ALE.P-V <br />4I' 1410W <br />HALF WALL <br />uv CAP <br />(2) 2x0 HEADER <br />SEE FRAMING PLAN <br />(3) 2x4 DLOGONG. <br />$EE PRAMnr. PLAN <br />3/4' TNG SAD FLOOR <br />GLWED N SCIEWED <br />PER PASTE ER <br />-4 3/4' 2ND FIN. <br />PRE-ENWD FLOORMG <br />(SEE FLOOR FRAMING <br />STAIRS FUSM TO CONVM TO PECR <br />TRH EDITION (24M) <br />MIN. TREAD•10' MAX. RISER-1 3/4' <br />I/RS' MAX VARIATION IN <br />R ISEMRREADS ADJACENT TO EACH <br />OTHER 3/8' MAX VARIATION IN ANY <br />RISERRREAD HANDRAIL CIROI LAR <br />CROSS SECTION PIA. TO w 1 VA' -V4• <br />OR PROVDE SMItYALENT <br />GRASPASILITY WINDERS- MIN. V WDE • <br />NARROW END MIN. W' WDTH • G' FROM <br />N AORWI 00 34' MIK HANDRAIL HGT. <br />'ENCLOSED ACCEaSIDLE SPACE HINDER <br />STAIRS SHALL NAVE WALLS, WIDER <br />STAIR S JIVACE AND ANY SOMTS <br />PROTECTED ON TILE ENCLOSED SIDE <br />WITH VA' GYPSIM DOARDR POOR 3W.1. <br />r—(2) LAYERS OF -V4' PLYWOOD <br />OR (7) LAYERS OF 3/4' SM <br />FLOOR MATERIAL RIPS POR <br />SOLID NAILMG <br />SECVIE TREADS TO STRINGER <br />IWY3)0 V SCREWS • EA <br />STRINGER WnMADED SHAM <br />TO EXTEND DEYOND THIC011m <br />OF SUD-FLOOR "ATHNG <br />!o m <br />to SEE \ <br />IMG PLAN — — — — <br />\ 1' MAX. <br />\ NOSING <br />\ 10, <br />PAN, STAIR! DATA. \ <br />141 OR <br />• \ <br />r. I. N081NG \ <br />7 X 4 RC-SNFORCRIG <br />• FA 2 X G STRINGER <br />SECURE WA2d <br />3-2xG SYP STRINGER <br />REINFORCED IWAX4 SR <br />W)CONT. DEAD OF <br />DIM44.000 ADHESIVE <br />PL•460 OR SMILARE - <br />EA HORIZONTAL KIN <br />STAIR SECTION <br />B SCALE: I/2'•1'-0' <br />C \ <br />I \ <br />4 lu <br />WALUZ <br />CAP t <br />E w <br />4L) <br />f�KICK J <br />\ �ZpZo <br />\ ~im <br />2X4 ATTACWW W/ Wd <br />MASONRY NAILS • 2X4 P.T, <br />SLEEPER INTO SLAD WTHIN S' <br />OF EACH END, 37' O.C. MAX <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36GMG' AS PER FBCR R311.1.8.2 <br />W/ 2X4 RE-MFOR <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 Ij'1 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 1/0'. <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 1601.8.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />W W W.abdoeiga6rouP.com <br />AA 0: 0003325 <br />kb <br />g <br />b <br />4 <br />as <br />BUBDM aI: L0'r. <br />ABBOTT PARK <br />LOT #8 <br />BLK #11 <br />PR,OJ1 cT* <br />04181.000-08111 <br />MODMI.: <br />3EEB <br />"2260—ELSTON" <br />awiswGIC aw:xa: <br />LEFT <br />PACE: <br />STAIR <br />SECTION/ <br />DETAILS <br />160 PH EXP. C <br />