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42, HKi4 <br />HALF WALL <br />UY CAP <br />(2)2xD HEADER <br />(2) LAYERS of !/4' PLYUgOD <br />WE PRAMNG PLAN <br />OR (2) LAYERS OP 3/4' 8U6 <br />(3) 2x4 BLOCKM9, <br />ROOK MATERIAL RIPS FOR <br />SOLID NMLNO <br />SEE PRAMW�. PLAN <br />SECURE TREADS TO STRIN3ER <br />WK3Je Y Salim• EA <br />1/4' T40 SFLOOR <br />OLUED 4 6GREWED <br />ITRINMR, u1TWREADED SHANK <br />`SrtCIR1 FAMIGM4ER <br />EMEND BEYOND T14IOGESe <br />5'-4 3/4" 2ND FIN. FLR <br />SMPLN <br />/ MTe•70 sEe <br />— — — lRAMW40 PLAN <br />/ <br />PRE-ENO'D FFRAMING. SYSTEM <br />FLooR nlea'1W4� S4EET) <br />/ <br />I V MAX. / <br />(SEE PRAMNS PLAN <br />NOSING <br />�AI ST"BC RS RISERS TO CONFORM TO PR <br />4 W <br />'TI MIN'i <br />/ <br />TTH EDITION (2") <br />W <br />z <br />47' IL IR <br />I <br />MM 7RRSAD•lo' MAX RISER-1 !J4' <br />WALL IW <br />/ <br />3/D' MAX VARIATION N <br />CAP <br />/ STAIR DATAr <br />R16CR'S/1111EADS ADJACENT TO EACH <br />W <br />15R . l52' PAN. <br />Ito,# <br />OTHER !/S' MAX. VARIATION IN ANY <br />MGER/TREAD HANDRAIL CIRLLLAR <br />'o <br />/ 14 TREADS . <br />011066 SECTION DIA TO M 1 V4' aV4' <br />U <br />/ I' NOSING <br />OR PROVIDE EOJIVALENT <br />-I <br />3/4'KICK <br />ORAWAISILITY WMDEIIRS- MIN, S' IBOE • <br />Q ri <br />R' <br />PLATE / 2 X 4 RE-NIbRCNO <br />• EA. 7 X 12 STRINGER <br />NARROW END MN, m WIDTH A 12' PROM <br />NARROW END 3W MN. HANDRAIL KIT. <br />IL DQZ <br />SECm umd 61-V OG. <br />/ <br />C I--4• <br />Q y <br />RE nip � 8" <br />'ENCLLOSED ACCESSIBLE SPACE WDER <br />STAIRS SHALL HOVE WALL$. WDER <br />STAIR SARFAC! AND ANY 60WITS <br />/ UVCONT. BEAD OF <br />SUB-PLOCR A ONESIVE <br />PROTECTED ON TIE E40LOSED SIDE <br />PL-400 OR SR9LAIE • <br />WTN 10' OYPeIYT WARD& PBCR 3W 1. <br />TOP <br />EA HORIZONTAL RW <br />0'-0' FIN. FLR. <br />PLATE Q <br />2X4 4ttACFED WW Rod <br />in <br />MASONRY NAILS • 2X4 P.T. <br />BLEEPER INTO SLAB WTHIN S' <br />OF EACH END. !2. = MAX <br />DETAIL <br />(�>LB�A!R� .I'-0' <br />STAIRSECTION <br />B SCALE, V21•1'-0' <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 />14ANDRAIL • 36' AS PER FBCR R31I.1.82 <br />W/ 2X4 RE•IPFORGING <br />NOTE: <br />HANDRAIL ENDS SHALL 5E <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 I#'s 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 1601b.1 / F.B.G. 2020 <br />CHANDRAIL SECTION <br />SCALE.3/4'.I' <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />n <br />s <br />0 <br />SUDDIV. de LOT <br />ABBOTT PARK <br />LOT #23 BILK. #12 <br />PHASE:4C <br />PROJECT# <br />04181.04C-2312 <br />MODEL' <br />3EEB <br />2260— ELSTON" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />STAIR <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />V <br />DAM 10/26/21 <br />SCALE: 1/4"=1'-0" <br />SIiEET <br />A1A <br />