Laserfiche WebLink
C <br />TON' <br />PLATE 9 <br />m <br />D <br />BAR DETAIL <br />6CALE:I/2 V-01 <br />2/4' TOG "PLOOR <br />GLUED 4 8C4wEUlD <br />PER FASTENER <br />SCPlDULE <br />V-4 3/4' 2ND FM. FLR <br />V-V BIIM. HGT. <br />(2) LAYERS OF W4' <br />PLYUIOOD OR (2) LAYERS OF <br />3/4' SUB FLOOR MATERIAL <br />RIPS FOR SOLID NAILM(8 <br />$?AIR DATA: <br />IiR � 1.54' IN, <br />TREADS • <br />0'. V N06MO 1-1 \ <br />PRE-ENG'D \ <br />FLOORN6 SYSTEM <br />(SEE FLOOR 1' MAX. <br />FRAMMG SHEET) 10• <br />OSINCa <br />era'RL MOM TO coPP•oIr I TO <br />r TRBAD-IO' MAX RISEIl.1 <br />\ <br />r <br />3/4' W*' MAX VARIATM N <br />R8ER&MMAD6 ADdAOENT TO <br />M7GLdED A0C91%111 E MAOS MCC STAMS <br />EACH ODe "MAX <br />M1ALL wV8 MYLS, U NrW!W W W-WAOM AND <br />\ <br />VARIATION N ANY RISERRRlAD <br />ANY MaFITB FROISCTLD ON TW <br />SM LgIW N' GYM" SOAK. RIM JAN.1 <br />NANDRAIL C"I L-AR CR08S <br />SECTION VIA TO ISE I V4' «V4• <br />OR PROVIDE EGOVALENT <br />GRASPABILITY WKMM• MN 6' <br />WDE . NARROW END MN II• <br />WIDTH • G' FROM NARROW END <br />PANTRY <br />34• MN HANDRAIL HOT. <br />B llSTAIR SECTION <br />LE, IQ'-V-0' <br />2X4RE- <br />EA. 2 X 12 <br />laac <br />rE J <br />Zoo <br />Or ? m <br />2m IWRd S'-8' O:C. <br />10d MASONRY NAILS • 2X4 <br />P.T. SLCEPER INTO SLAB <br />WITNN S' OF EACH END, 32' <br />O.C. MAX. <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 R311.1,02 <br />IW 2X4 RE-INFt7RG� <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 I#'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 LARSEST 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.B.C. 2011 <br />C HA N/DRAIL SECTION <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-77443078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA S: 0003326 <br />it <br />musom a LwoT <br />ABBOTT <br />PARK <br />LOT #42 <br />BLK #9 <br />PaoimcT# <br />04181.000-42093 <br />MODRIA ' <br />3EEB <br />' <br />2260— ELSTON" <br />OARAaa STIMG: <br />LEFT <br />PALM: <br />STAIR <br />SECTION/ <br />DETAILS <br />60 MPH EXP. <br />D <br />DA�!l'Z.• 11/20/19 <br />BCAI.M: 1/4"=1'-0" <br />dIiZ= <br />AlA <br />