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(2) LaYERe cP L4• P'LTWUOD <br />EEe MWINO PLAN <br />OR (2) LAYBM OF D/4' SLIB <br />(D) 2x4 BLOCKNO, <br />FLOOR MATERIAL RIPE MR <br />SOLID NAILNO <br />SEE PRAMNO PLAN <br />SECURE TREADS TO BTRRpER <br />3/4' TAG&AS FLOOR <br />.. M D' WHOM, • EA <br />GWJrD SCREWED <br />STRNWK WT141101A,DW SHANK <br />PER FASTENER <br />TO EMEIO BEYOND T1I0010" <br />ecFEDULE <br />_ OF "-R'00ft OHEATHING <br />S'-4 3/4' 2ND FII <br />/ <br />PLAN <br />/ <br />NG <br />RfN7M9 PLAN <br />_ _ _ _ <br />8'-0' BRYs. HGt. <br />/ <br />PRE-ENOT> PLOOItlNO SYSTEM <br />G / <br />(am PLOOR PRAMINO amm) <br />/ <br />I' MAX. / <br />(2) 2xS HEADER. <br />SEE NWIM PLAN <br />NOSING / <br />/7 <br />10• / <br />8T�AII�S RISERS TO CONPORM TO PBCR <br />U <br />/ <br />llu EDITION C'MAX. <br />= <br />42' H. W <br />WALL UV <br />�- / <br />MIN. TREAD• NOM-1 3/4' <br />D/IS' MAX VARIATION N <br />CAP <br />/ STAIR DATAi <br />W6111 erflINADS ADJACENT TO EACH <br />W <br />BR • l82' PAN. <br />OTHER D/S' MAX VARIATION IN ANT <br />ItlSLR/MEAD HANDRAIL C"11CILAR <br />M' <br />/ <br />I V4' .-V4' <br />U <br />/ I®'+ I'' N0861NG <br />OR PROVIDE EMIIVALPM <br />J <br />3/4' KICK <br />PLATE 2 X 4 RE-INFORCNO <br />OIRABPASI LITY WNDERB- MIN. 6' WIDE • <br />NARROW END MIN II' WDTNI • 12' PROM <br />/ • EA 2 X 12 6TRM6ER <br />NARROW END 34' MR1 HANDRAIL NOT. <br />a <br />SECURE .1 S•-V o.C. <br />tim` <br />C I'-4' <br />Ora 'Q <br />3-2xG OYP STRINGER <br />RESYOPICED W/2X4 SIT <br />4W-I06W ACCESSIBLE SPACE UNOER <br />STAIRS 81441.1. HAVE WALLS, UNDER <br />STAIR &AM%= AND ANT SOFFITS <br />/ aVCGR. DEAD OF <br />COL. <br />/ 8 IR1 LA M • <br />u rtH v2 al PMt7� MOAPW& PBCR 33M 1. <br />TOP <br />Ea WMZONTAL RUN <br />0'-0' FIN. FLR <br />PLATE 0 <br />2X4 ATTACFID SV IOd <br />in <br />MASONRY NAILS • 2X4 P.T. <br />SL.EEPER INTO SLAB WI NN S' <br />OP EACH EIO, 32' OL. MAX <br />BAR DETAIL <br />A BGALE, V2'•1'-m' <br />B STAIR SECTION <br />HANDRAIL • 36' <br />W/ 2X4 RE-INFOR <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL ESE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1.8.2 <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#'3 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 I/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 BCALE:3/4'"I' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774fi078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA p: 0003325 <br />BVswv. Aa LOT <br />ABBOTT PARK <br />LOT #26 <br />BLK. #12 <br />PROJECT <br />04181.006 26121 <br />MODEL <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8V#MG: <br />RIGHT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />V.160 MPH FAN C <br />MAI II <br />rsaaaa-a- 8 14 21 <br />DATE: <br />8CALE: 1/4"=l'—O" <br />Al A <br />