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C <br />DISL. <br />TOP <br />PLATE 0 <br />m <br />BAR DETAIL <br />1. <br />HALF <br />W/ <br />(3) 2XA 6LOCKNO, <br />BEE FRAMING PLAN <br />3/4' TA4 BUS FLOOR <br />diAED4 6 IED VI � <br />PER PAS& <br />UM <br />ER <br />BCHEDILE <br />4 3/4' <br />PRE.Emv N.00RINE BYBTeM— <br />(an FLOOR PRAMINE SHUT) <br />(7) 2.5 HEADER <br />WE FRAMNE PLAN <br />BTAIRG 00810 TO CON'OM TO POOR <br />1TH EDRION (7070) <br />MN TREAD.IO' MAX RIBER•1 3/4' <br />3AW MAX VARIATION N <br />RISEIRDRREADB ADJACENT TO EACH <br />OTEIR SW MAX. VARIATION N ANY <br />RESERA OAD HANDRAIL CIRCULAR <br />CROSS SECTION DIA TO WE I V4' .-V4' <br />OR PROVIDE E6WWALENT <br />ERABPABILITY WSDBft- MIN, V WDE • <br />NARROW END MN. II' WADRI • O' PROM <br />NARROW END 34' MN. HANDRAIL NET. <br />494CLOND ACCEBBIBLE SPACE UNDER <br />STASSB SHALL WAVE 11-41 1 e UNDER <br />STAIR SUVACE AND AW BOW178 <br />PROTECTED ON TIE ENCLOSED SIDE <br />WITH LIV EYF011 BOARDS. FBCR 507.1. <br />• (2) LAYERS OF 3/4' PLYWOOD <br />OR (7) LAYERS OF 3/4' SUS <br />FLOOR MATERtlAL RIP! FOR <br />SOLD NAILNE <br />SECURE TREAVO TO BTRINEER <br />W93)y 3' SCREWS • EA <br />STRSY.ER WIMREADED SHANK <br />TO EXTEND BEYOND T141CICN M <br />OP 0.6-FLOOR 8REATHM3 <br />all \ <br />r'll <br />V MAX. <br />NOSING <br />IPAN.12\EADS •' NOOW \ <br />7 X 4 IIE-INI'ORGRIE <br />• EA t X Q BTRN6ER <br />STAIR SECTION <br />B Or -ALE: In'-Il-v, <br />3-7X17 SYP STRINGER—r \ <br />RRENPORCED W?X4 8" <br />W/CONT. BRAD OF \ <br />SAD-PLOOR ADIISIVE \ <br />PL-400 OR SMLARE • <br />EA HORRONTAL PLN <br />7X4 ATTACHED W IOd <br />MASONRY NALS • 7X4 P.T. <br />BLEEPER INTO SLAB WITHIN B' <br />OF EACH END. 37' O.O. 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 • 36' AS PER FBCR R311.'182 <br />W/ 1X4 RE-INFORG s <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 1j'; 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 16018.1 / F.B.C. 2020 <br />HANDRAIL SECTION <br />C SCALE, 3/4'.I' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-7746078 <br />FAX: 407-774-4078 <br />www.abd•sW*roup.com <br />AA #: 0003325 <br />r <br />qua <br />so <br />0 <br />Ilk! <br />avaD:v aB r�oT: <br />ABBOTT PARK <br />LOT #7 <br />BLK #13 <br />PROJ=Tp <br />04181.000-07 31 <br />MODEA <br />3EEB <br />"2260—ELSTON" <br />GARAGE aWMTG: <br />LEFT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />160 MPH EXP. C <br />22 <br />D � 09/21/21 <br />8CALIM 1/4"=1'-0" <br />arxEm <br />A1A <br />