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ON <br />(2) LAYERS OF V4' PLYWOOD <br />OR (2) LAYERS OP 3/4" SUB <br />FLOOR MATERIAL RIPS POR <br />5-0' <br />SOLID NAILNM <br />AHU <br />SECURE TREADS TO STRINSeR <br />LA U N <br />UW3J0 3' SCREWS . eA <br />3/4' TK• am FLOOR <br />GLUED 1 SCREU.ED <br />. <br />STRINOER UNTNREADED SNANC <br />PER FASTENER <br />TO EXTEND BEYOND 714KWEW <br />SOHEDULe <br />THE CLEAR SPACE BETWEEN <br />OF SUD-FLOOR SHEATHUJG <br />9'-4 3/4' 2ND FIN. FLR <br />I I/2" <br />THE HANDRAIL AND THE WALL <br />MIN. <br />SS THAN 1 1/2' <br />APLEL BEBCR <br />c <br />HANDRAIL • 36' <br />R 11 <br />/ <br />W/ 2X4 RE-WNF0KNCT <br />_ <br />5'-0' BRG. WGT. <br />PRE-EN6'D PLOMNM <br />NOTE: <br />i <br />4L <br />SYSTEM(� �AUY �T) <br />NOTE,. <br />HANDRAIL ENDS SHALL BE <br />4111 <br />CAP <br />/ <br />eraRe RleeRe to eolroRM To PDCR <br />RETURNED 70 THE WALL OR <br />D <br />sr4sT / <br />P MAX. <br />STAIR DATA: <br />TTH eDITION rJO20) <br />MIN TREAD•ID• MAX RDER•T3/4' <br />3/I6• MAX, VARIATION N <br />TERMINATE INTO A NEWEL <br />NOSING I®. <br />/ <br />15R • '152' <br />RWERS/TREADS ADJACENT TO EACH <br />POST. <br />W <br />m <br />MIN. <br />/ <br />14 TREADS <br />OT1ER 3/S' MAX VARIATION IN ANY <br />RIMMOTMAD HANDRAIL CIRCULAR <br />a <br />j / <br />1®'• 1' NOSING <br />DIA TO D! 11/4• .-V4' <br />OROSS SCOE <br />\yjlrr— S T O R . <br />/ <br />B <br />PRwroe ea%CMM- <br />CA WNDEIlS- MN, * • <br />NARROW <br />NOTE: <br />/ <br />NARROW 040 ROMUPS <br />� MlI' DDr.W f. ,L PROM <br />/ <br />3-2.126YPeTRN6eR <br />E.. <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A <br />DIAMETER OF 1i'3 2' OR A NONCIRCULAR GROSS SECTION WITH A <br />/ <br />IQU4:ORCE0 W!2X4 OPF <br />WCONT. DEAD OF <br />rem: <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 114' AND <br />0 <br />DIM. VARIES <br />O o <br />e� � OR �I� <br />-ENCLOSED ACCeSSIDLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS. LINDER <br />A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES <br />r <br />7 m <br />/ <br />EA Hgtl=ONT'y' RW <br />STAIR SIMPACE AID ANY SOPPRS <br />PROTECTED ON TIE ENCLOSED SDE <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />DEL. <br />i <br />/ <br />.!A 12�X <br />unTH Im GYPaDti °°Nma' xle ao2'i. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />TOP <br />PLATE <br />9 <br />/ <br />12 BTRIIGeR <br />xaIRE W/kd 61-V Or— <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 />2X4 ATTACHED (W NJd <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />MASONILGLe R INNTTO SLAB UTHIN e• <br />STRESSES- PER SECTION 1601.6.1 / F.B.G. 2020 <br />OP EACH END, 32' OG MAX. <br />lk <br />BAR DETAIL <br />A SCALE: In'.I'-®' <br />AIR SECTION <br />E:IR'•I'-0' <br />(�Q <br />HANDRAIL SECTION <br />C SCALE: 9/4'•I'-p' <br />DTL. <br />(DA�� I.-C. <br />NOTE: HEADER FNISW TO BE PER <br />COMMA ITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.com <br />AA N: 0003325 <br />m <br />m <br />0 <br />a <br />IS <br />mo <br />aUDDIV. de LrOT: <br />ABBOTT PARK <br />LOT #1 <br />BLK #11 <br />PROJECT# <br />4181.000-11113 <br />MODEL• <br />4EHB <br />"2605- HAYDEN" <br />OARJICE 81nNO: <br />LEFT <br />PACE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 MPH EXP. <br />p 0 <br />DA IM 08/31/21 <br />OcAL.E: 1/4"=1'-0" <br />9HEET <br />A1A <br />