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(2) LAYERS OF 3/4* <br />PLYWOOD OR (2) LAYERD OF <br />3/4' SUS FLOOR MATERIAL <br />RIPE FOR SOLID NAILNG <br />ATAIR DATA, <br />OR • '152' <br />/ 14 TREADS • <br />/ 10'• P NoSMG <br />— i <br />3/4' T4M SUS FLOOR <br />GLUED 4 SCREam <br />F'ER FASTENER <br />604601,1L9 <br />(SEE FLOOR <br />NG "ET) <br />4, 9'-4 3/4' 2ND FIN. FLR <br />If <br />/ / <br />T <br />/ <br />/ <br />NOS IN;21�� <br />p <br />Q w <br />STAIR RISERS TO G71IOM TO <br />MC RlNe1dT1AL •TN so, (20m) <br />Mal. TIaeAD.to' hRA(. RRER•T <br />z <br />Dr-LOM ACCgMLt PACE lN7M "A " <br />3/4. 3M' MAX VARIATION N <br />SRREADS TO <br />/ ot" IIAYE "JA U MWIrAR a mw= AND <br />ANY aaRITS FRDTtCmo aN no RICLaaaD <br />NAGW MAX <br />F w <br />soe wnl v:• aTFaM eoulD. leeR RW.T <br />VARIATION IN ANT R ISERoM EAD <br />CIRCULAR <br />�OLA.TTOMEII <br />,OR <br />U <br />N O L� <br />3A4, KICK <br />PLATE / PANTRY <br />(BRASPASa MDER&- 1MK V <br />UPI a NAMIAM END MIN.o <br />IN <br />NMANDRAL <br />}DMK MST. <br />l <br />(5) 2xR &Y1. <br />F� <br />STiEIE dllalRS <br />D5L. <br />TOP <br />64 1 <br />64 0'-0' FIN. FLR <br />PLATE 0 <br />0 <br />2 X 4 RE•RdORGNG a <br />EA 2 X 12 6TMN1ER <br />IOd MASONN'r NAILS • 2X4 <br />SECURE UMd i•-i' Or— <br />P.T. SLEEPER INTO SLAG <br />WTNN W OF EACH END, 32- <br />OL. MAX. <br />A BAR .DETAIL <br />STAIR SECTION <br />(k)---LE+ V2'•I'-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 />HANDRAIL • 36' AS PER FBCR R311.102 <br />W/ 2X4 RE-W-0RCMfa <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 Ii't 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 1601.8.1 / F.BC. 2011 <br />HANDRAIL SECTION <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdosWocup.com <br />L AA 0: 0003325 J <br />1 <br />C <br />aysaly � Y+01! <br />ABBOTT PARK <br />LOT #34 <br />BLK. #S <br />PUOJWT <br />04181.00t34083 <br />1[OD3IA " <br />3EEB <br />' <br />2260-ELSTON <br />OAItAQ3 8WINO: <br />RIGHT <br />PA03: <br />STAIR <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />Acr. <br />9TA7E OF FLORIDA <br />q <br />C J <br />A ABOUCHACR <br />AR NO 9*M <br />DalmT wI1/28/19 <br />3C.%=: 1/4"=1'-0" <br />BHA= <br />A1A <br />