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(2) LAYERS OF $/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS MR <br />SOLD NAILNS <br />AHU SECURE TRGDS TO STRNSOR <br />WY(97B 3' SCREWS • G <br />BTRNOER 576 3' :LADED SHAEA <br />TO EXTEND BEYOND THIOQESS <br />OP SRIB_PLOOR S EATHNS <br />i <br />42' WON <br />HALT WALL <br />WW GAP <br />5'-0' <br />6 LAUN. <br />PRE-EN6v FLOOR — . <br />Q' H. V2 <br />/ SYSTEM (SEE MCC" <br />WALL <br />/ <br />PRAMMS SNlET) <br />o <br />/ <br />ST�AIM RISERS TO CONPOR'1 TO RiCR <br />3/4' KICK <br />714 EDITION (2020) <br />PLATE / <br />MN. TREAD•10' MAX, RISER-T 3/4' <br />7 <br />P MAX. <br />NOSIN9 <br />/ <br />STAIR DATA: <br />3/I6' MAX. VARIATION N <br />E <br />'Q <br />IV' <br />MIN. <br />/ <br />ISR * 152' <br />14 TREADS • <br />RSERSRREADS ADJACENT TO EACH <br />OTHER SAY MAX. VARIATION IN NY A <br />U <br />,jR <br />S T 0 R <br />10'. I' NOSING <br />RISERMINIAD HANDRAIL CIIaOILAR <br />CROSS SECTION DIA TO BE 1 I/4' .-V4' <br />OR FRONDS EOUIVALEM <br />/ <br />. <br />ASPA U S- b'111108 • <br />0 <br />NARROEND MIN. 11' UA4 1 PROM <br />NARROW END 34' MIN. HANDRAIL MST. <br />3-23C12 STP STRNSEI! <br />/ <br />REINFORCED WY/X4 ST <br />C <br />_ <br />/ <br />IWDOW. MAD OF <br />SRb-R_OOR ADHESIVE <br />PL-400 OR SIMILAIIE • <br />NOTE, <br />ACCESSIBLE SPACE WNDER <br />STARS SHALL 14AVE WALLS. UNDER <br />- <br />EAHORIZONTAL RN <br />STAIR WMACE AND ANY SOPPITB <br />4 <br />/ <br />PROTECTED ON THE ENCLOSED SIDE <br />NF 2 X 4 RE-OR..NS <br />WITH V2' GYPSUM BOARDS. PBCR 302.1. <br />TOP <br />/ <br />• EA. 2 X 12 STRINGERPLATE <br />9 <br />Ma3R wad •'-v O.O. <br />JM <br />0'-0' FIN FLR <br />2X4 ATTACHED IW Wd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB IIATHM v <br />Q CAGN END. 32' O _ MAX. <br />DBAR DETAIL <br />SCALE: I!1' F.C. <br />B STAIR mSECTION <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL 36' AS PER FBCR R311.1.82 <br />111/ 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 1i'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 1/8'. <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 1601.8.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />C SCALE: s/4'•I'-m' <br />HDR. DTL.D SCALE+ 1/2 I' NOTE= HEADER FINISH TO BE PER <br />COMMW1TY STANDARDS <br />SEA <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdmlgngroup.com <br />AA M: 0003325 <br />h <br />a <br />O <br />F <br />U) <br />O <br />SEE <br />aUBDIV. & LOT: <br />ABBOTT PARK <br />LOT #39 <br />BLK #7 <br />P2ROJ=Tp <br />4181.000-3 071 <br />MOD21- <br />4EHB <br />"2605—HAYDEN" <br />GARAGZ BWMG: <br />RIGHT <br />PAGE <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />%160 MPH EXP. <br />