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42• HXW4 <br />HALF UTALL <br />W/ CAP <br />r2) ESTERS OF 3/4• PLYWOOD <br />OR r2) LAYERS OF 3/4' 00 <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILMO <br />A T� TA <br />U <br />Al <br />l <br />SECW! TREADS TO STRINGER 3/4' T/G am FLOOR <br />WK3)y 3' SCRU S • EA SUED 4 SCAMP <br />OE STRMK LN71-MADED SHANC PER FASTENER <br />TO EXTEND OEYOND THICIOIESS SCHEDULE <br />OF elI6'PLOOR SHEATHMG <br />9'-4 3/4' 2ND FIN. FLR <br />/ <br />THE CLEAR SPACE BETWEEN <br />/ <br />1 1/2' <br />THE HANDRAIL AND THE WALL <br />8'-0' BRG. NGT. <br />MIN. <br />SHALL BE NO LESS THAN 1 1/2' <br />FR nM GWMTT)i <br />AS PER FBCR R311.�.82 <br />/ <br />I <br />/ <br />rSSM FLOOR <br />V 2X4 RE-IIPEORGMCa <br />/ <br />O <br />Q W <br />i <br />42' W. w <br />WAu w/ <br />3/4• KICK / / <br />PLATE <br />STAIRS RISERS TO CONFORI to FOCR <br />NOTE: <br />TTH EDITION rMV) <br />MN. TREAD•IO' MAX. RISER•T 3/4- <br />HANDRAIL ENDS SHALL BE <br />E w <br />/ <br />3M <br />RETURNED TO THE WALL OR <br />i0 u <br />/ <br />STAIR DATA: <br />OTHER SW MAX VARIATION M ANY <br />TERMINATE INTO A NEWEL <br />I' MAX <br />NOSING / S T 0 R <br />I4 • <br />RISER/n6AD HANDRAIL CIAMIL AR <br />CROSS SECTION TO 1 V4• 1/4• <br />POST. <br />. <br />AD <br />14 TREADS • <br />OIA 13E . <br />OR PROVIDE S I1VALENT <br />OAASPADILITY WINDERS. MM. S' WDE • <br />MI / <br />NARROW END MN n' WDTH • 0• FROM <br />3-2x12 SYP STRNOER <br />/ <br />NARROW END 34' MPL HANDRAIL NOT. <br />REINFORCED ULIX4 aY <br />NOTE: <br />• <br />R <br />/ WICONT. DEAD OF <br />SID-FLOOR ADHEaVE <br />NOTE, <br />.ENCLOSED ACCESSIDL.E SPACE IDER <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />C I _q• <br />^ <br />ft-400 OR SIMILARE • <br />STAIRS SHALL HAVE WALLS, UNDER <br />DIAMETER OF ii'! 2" OR A NONGIRGULAR CROSS SECTION WITH A <br />EA HORIZONTAL RAI <br />/ <br />STAIR SURFACE AND ANY SOFFITS <br />MWTEOTED ON THE ENCLOSED SIDE <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />v <br />:1" <br />2 X 4 RE-33:ORCMO <br />WTH V2• aYParl 00AR OS. POOR 302.1. <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />D <br />/ Mom uma 6 -81 Oa <br />SHALL HAVE A MINIMUM RADIUS O' 1/8'. <br />TOP <br />Isd <br />0'-0' FIN. FLR. <br />PLATE <br />0 <br />2X4 ATTAcHED 0Nod <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />S-Mftm Wo SL.AIS mniIN S• <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />OF RACN END, S2' oc. MAX <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 />BAR DETAIL <br />A SCALE: iR'.I.0 <br />B STAIR SECTION <br />C HANDRAIL SECTION <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774,5078 <br />FAX 407-774-4078 <br />www.abdosigngroup.com <br />AA N: 0003325 <br />SUNDM an LOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK #11 <br />PROJECT#T <br />04181, 000— 29111 <br />"OD219 <br />"AISLE" <br />2007 <br />GARAGE 8WDgQ: <br />RIGHT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />60 H <br />EB 1 <br />DAM 02/02/21 <br />8CA=q/4• = 1'-0" <br />QiIEET <br />A1A <br />