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C <br />DBL. <br />TOP <br />PLATE 9 <br />M <br />BAR DETAIL <br />A SCALE: V2'•I'-RID' <br />(2) LAYERS OF 3/4' PLYU1000— <br />OIt 12) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPE FOR <br />SOLID NAILING <br />SECURE TREADS TO 6TRINWR <br />UAH9>"1 S' SCREWS EA <br />6TRSGER IMHREADED SNANC <br />TO Extern BEYONO THIC+oE6S <br />of SUB -FLOOR eMEATHNG <br />sm <br />/ KM-29 <br />— — — — FRAMING <br />/ C / <br />/ I <br />I' MAX. / <br />NOSING / <br />10' / <br />42' FL N <br />WALL IW <br />GAP <br />r <br />/ <br />/ <br />STAIR DATA. <br />15R • 1b2' <br />/ <br />14 TREADS • <br />10'. P NOSING <br />J m <br />3/4'KICK <br />Q M <br />PLATE <br />7 E 4 2 x 0 S R R40 <br />• EA. 2 x R2 eTRNGEIc <br />R' <br />/ <br />SECURE YVIZd 6•-6' OG. <br />T�Q <br />/ <br />_ M <br />/ <br />3-2aI2 SYP STRINGER <br />/ <br />REINFORCED IW2X4 W <br />UVCONT. BEAD OF <br />/ <br />SUM -FLOOR ADFIESWE <br />PL-400 OR 6NMILARE • <br />EA HORIZONTAL RN <br />2X4 ATTACHED UV 10d <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO GLAD UXTHN 6' <br />OF EACH END, 82' O.C. MAX <br />42' HIGH <br />HALF WALL <br />w/ CAP <br />[1212KII HEADER <br />SEE FRAMNS PLAN <br />r3) 2" DLOCKNG. <br />SEE FRAMING PLAN <br />S/4• TKa SUD FLOOR <br />OWED � SCRSUED <br />PER FASTENER <br />SCHEDULE <br />FLOORING SYSTEM <br />1 FRAMING SHEET) <br />6rAjwA RISERS TO CONFORM TO FBCR <br />TTH EDITION (2020) <br />MN. TREAD•Ig' MAX RISSR•T 3/4' <br />SAS' MAX. VARIATION N <br />RSERS/MEAD6 ADJACENT TO EACH <br />PAN. OTHER "'MAX VARIATION INANY <br />RISERRREAD WANDRAL CIRCULAR <br />GROSS SECTION DIA TO BE 1 114' .-V4' <br />OR PROVIDE EGUIVALENT <br />dPAWASILITY UNNDER6- MIN 6' WIDE • <br />NAIlICIU END Mk U' WIDTH • C' FROM <br />NARR7W ENO M' MN. HANDRAIL HGT. <br />-ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALL6, UNDER <br />STAIR SUIO'ACE AND ANY SO*IM <br />PROTecTED ON THE ENCLOSED 6IDO <br />WITH I/!' GYP&U M BOARDS. FISCR 302.1. <br />B STAIR SECTION m <br />HANDRAIL 6 36' <br />W12X4 RE-W-Cfq <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.182 <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 1#'s 2' OR A NONGIRCULAR 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.G. 2020 <br />�ANDRAIL SECTION <br />C SCALE.3/4'.IC -� <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-1744078 <br />www.abdesigngroup.com <br />AA A: 0003325 <br />h <br />eUBDIV as LOT <br />ABBOTT PARK <br />LOT #27 <br />BLK. #9 <br />PROJECT# <br />04181.000-27091 <br />MOaEL: <br />3EEB <br />"2260—ELSTON" <br />GARAGE SIRING: <br />RIGHT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />160 MPH EXP. C <br />a <br />NO Sol <br />DAATF-IUE 05/25/21 <br />SCALE: 1/4"=1'-0 <br />dI3EET <br />AMA <br />