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// <br />__2* R HALF WALL <br />GEOIIRE TREADS TO STRINGER <br />(2) LAYERS OF 3/4' PLYWOOD <br />IW` CLAP <br />AH U <br />WR375 3' SCREUIS . EA <br />OR 12) LAYERS OF 3/4' SUB <br />3/4' T40 SUB FLOOR <br />UNTHREADED <br />FLOOR MATERIAL RIPS FOR <br />GLUED N SCFELLED <br />O EXTEND <br />TO EXTEND BEYOND THIC:IQNC86 <br />10066 <br />SOLID NAILM <br />PER FASTENER <br />OF SUB -FLOOR SHEATHING <br />SCHEDULE <br />10'-0 3/4' 2ND FIN. FLR <br />THE CLEAR SPACE BETWEEN <br />/ D <br />1 1/2 <br />THE HANDRAIL AND THE WALL <br />MIN. <br />SHALL BE NO LESS THAN 1 1/2' <br />e'-S EMRCa. NG7. <br />HANDRAIL • 36' <br />AS PER FBCR R311.182 <br />FLR TRUSSES <br />W/ 2X4 RE-IPFORCING <br />/ <br />hkam <br />NOTE: <br />42• H. IR <br />WALL W/ <br />3/4, K <br />/ <br />STTAM RISERS TO C4"ORM TO Pam&TH <br />HANDRAIL ENDS SHALL BE <br />CAP <br />II MAX. <br />PLATE / <br />STAIR QAJ& <br />EDITION(20n) <br />MN. TREAD.w MAX. RISdR.T !/4• ww- <br />RETURNED TO THE WALL OR <br />e <br />/ <br />I6R . 134- <br />MAX. VARIATION INRSERS/IREADS <br />ADJACENT TO OTHER 3MAX <br />DJ <br />TERMINATE INTO A NEWEL <br />MN. <br />IS TREADS i <br />EACH /S• <br />VARIATION N ANY RIBER/TREAD HANDRAIL <br />POST. <br />/ <br />/ <br />10'• I- NOSING <br />CIRCULAR CROSS SECTION DIA TO BE 1 3M' <br />Q <br />/ <br />S T O R <br />IENT <br />•-I/4' OR FLITY WIN ERS- IN. . <br />GRABPAB INIOERB- MIN. •• WIDE <br />d <br />°a <br />. <br />/ <br />END <br />NARROW END Hunt n• WIDrH . a• FRCM <br />w <br />P 3.2x12 SYSTRINGER <br />RENFORCED WRX4 OFF <br />NAPIROW END 34' MIN. HANDRAIL NOT. <br />NOTE: <br />8 <br />2!/ <br />WKONT. BEAD OF <br />NOTE, <br />HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />J <br />a <br />m <br />F e <br />m <br />/ <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SITILARE . <br />•ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRG, SHALL HAVE WALLS, UNDER STAIR <br />DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />hiDIM. <br />VARIES <br />�- �+ <br />O <br />/ <br />EA HORZCNTAL MN <br />SURFACE *0 ANY SOFFITS PROTECTED ON <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />9 <br />THE ENCLOSED SIDE WITH 1/2' GYPSUM <br />eoARD&FMCR3m2T <br />A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/0'. <br />STRANGER <br />SECUIRE W42d •'-S' OL <br />/ <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />TOP <br />PLATE <br />9 <br />V <br />/ <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />0'-0' FIN FLR <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />" <br />MA6 ae NAI�x4 PP.T. <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />SLEEPER INTO SLAB WITHIN S' <br />STRESSES- PER SECTION 16018.1 / F.B.C. 2011 <br />OF EACH END. 32. Or- MAX <br />(�A)BAR DETAIL B ARDTL. <br />STAIR SECTION <br />HANDRAIL SECTION <br />D SCALE: 3/4'.I'-O' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-7744078 <br />w .abdealgngroup.com <br />AA M: 0003325 <br />g <br />w <br />w <br />0 <br />a <br />h <br />0 <br />a <br />aunDIV Ae LOT: <br />SILVERADO <br />LOT #8 <br />BLK. #11 <br />PROJECT/ <br />04128.002-08111 <br />MODEL <br />4EHB <br />"2605— HAYDEN" <br />GARAGE araxO: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />150 MPH EXP. B <br />ARCFrTEOT <br />0 2 i <br />ROurn A CM <br />AR NO W37= <br />pp.nrr -1 <br />DATM 10/23/18 <br />SCALE: 1/4"=1'-0" <br />sptz= <br />Al <br />