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Cl� <br />r <br />DESL. <br />TOP <br />PLATE 9 <br />m <br />,BAR DETAIL <br />SCALE, I/!'.I'_0• <br />r <br />ARCH DTL. <br />B SCALE= 1/2'•1'-0' <br />42' H. HALF WALL \\ <br />W/ `AP (2) LAYERS OF 3/4' PLYWOOD SECLR! TWAA06 TO STRN6ER AH U <br />i/4' -A&T N FLOOR LAYERS OF 3/4' OOR MATERIAL RIPE FOR�OF OOR S ND NICI <br />PT-- - SCREWED <br />PER FA6TQ�R 80LID NAILING TO EXTEND ESIYOPD 14W. 8LS6 <br />10'-C 3/4' 2ND FIN. FLR <br />V \ <br />V-8' EIRG. HGT. <br />PRE-ENG'D <br />(an SYSTEM \ \ \ <br />FRAMNG SHEET) \ <br />\ 4' KICK <br />PLATE I' nA . <br />SSTTAAIRS NGERS TO CFC 0WOMI TO OR 61H \ �I' <br />EDITION (201V \ �• <br />MIKTREAD-o' MAX. MSlR•T 3/4' 3/16' STAIR DATA, \ MRl <br />MAX. VARIATION INRIGEIl6/TRFADS <br />ADJACENT TO EACH OTHER 3/S' MAx 16 TREADS • \ <br />VARIATION IN RI6ER/TREAD HANDRAIL lo'. I' NOSING S T 0 R • pp <br />CIRCULAR CROSS SECTION DIA. TO ISE 1 114' \ Q <br />OR PRONOE EdUrVALENT 3-2.0 SYP STRNIM <br />G\ <br />RASPADM. ILITY LLSIDERG- M6' ODE • 3B <br />NNEEOW END MK II' OOTH • 12- FROM REI VOROED W0X4 SPA \ <br />NARROW END 34' MN. HANDRAIL WMT. W/OONT• GaAD OF E W <br />SU6-R.00R ADFl61VE <br />PL-400 OR SMILARE • <br />EA HORIZONTAL MN\ <br />\ o d <br />\ 6 <br />AGCES810LE SPACE UNDER <br />STAIRS 6HALL NAVE WALLS, WDER STAIR <br />SU>FACE AND ANY 6OFFIT8 PROTECTED ON <br />X 4 IN 0. <br />\ <br />THE ENCLOSED SIDE UNTH VC GYPBU'1 <br />• 2� <br />X 0 BTR <br />\ <br />150ARD6. FECR 3=1. <br />6EUIRE W,I2d 6'-W OZ. <br />\ <br />Y FIN. FLR <br />2X4 4ttAC14ED W/ I®'d <br />MASONRY NAIL6 • 2X4 P.T. <br />SLEEPER INTO GLAD WITHIN 6' <br />OF EACH END, 32' Oa MAX. <br />STAIR SECTION <br />C SCALE:IR'.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 R311.1.8.2 <br />W/ 2X4 RE-IPFORCING <br />42' H. I/2 NOTE: <br />WALL V HANDRAIL ENDS SHALL BE <br />CAP 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 1i's 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />g�m 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.G. 2011 <br />HANDRAIL SECTION <br />D 6CAL.E:3/4'.1'_03/4'•I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH:407-7746078 <br />FAX: 407-7744078 <br />www.Abdeslgngroup.eom <br />AA S: 0003325 J <br />Iy�y. <br />bi <br />8S <br />Q�Q <br />O <br />Y <br />3 <br />:4 <br />Ild <br />i <br />J <br />a <br />SILVERADO <br />LOT #3 <br />BLK #17 <br />PROJECT# <br />04128, 002-03171 <br />�coaErl <br />4EHB <br />"2605-HAYDEN" <br />GARAGE OWWO: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />50 MPH EXP. <br />I <br />DA 10/09/19 <br />SHEET <br />A1A <br />