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OBL. <br />TOP <br />PLATE 61 <br />BAR DETAIL <br />SEE 6TRUC7UFAL PLANE FOR <br />FLOOR FRAMM <br />!L "TI M OF 3/4' PLYWOOD <br />OR 0) LATQM OF N4' BUR <br />FLOOR MATERIAL RIPE FOR <br />6MD NAILM6 <br />NOTE. <br />6TAIR IUISEM TO COWOW T. FEOIt 4 T!M e - l26T6) MM ilXAD•16' MAX QW <br />NOR•T VV AD MAX VARIATNM M Z <br />OnM "AD ADJAMAT ro RACH <br />OTNER 3/6' MAX. VAIAL MANY L <br />RI6M 89 04 O T BE 1 VAR <br />OR PR SQCiILN DUL A E! I v4' J/4' ro <br />OR WAINLQ Y UND E - <br />HARRM4LRY-4- MK •MN V UADC . '3 <br />NAIi.QU !D 7.4' MM MANDRAR 4Gr. <br />eeaaM TMAIDS TO <br />6iA-NR UVR •K <br />ecMA . r subMY#R <br />DH R sub-400 OR <br />ADNENyC ILAR. OR <br />6MOWA. EA <br />NORILONTAL QIMN <br />WTHMAO <br />lbWK TO <br />QXTQT01 DETOND <br />TF3CIQY00 TI6401 <br />0 ® FN 1'LRm_ - <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 FBR R311.1.82 <br />V 2X4 RE CIIN O NG <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'a 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 1/0'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF W 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 1601.6.1 / F.B.G. 2020 <br />C SCALE: SECTION <br />3/4'.I' <br />v4• r1C. SUD FLOOR <br />6L1ED . NAILED PER <br />NAU.Mfi 6CIEOULE <br />6EG#E 2.0 6TR 4rAM TO <br />60LD NAILM6 UV Od <br />NML6 TO bE FRRT RACKSIONDQ <br />FLOOR MATMAL <br />R3•6 FOR 60LID <br />MAILMG <br />AX <br />2O GYP <br />6TdIR DATd. <br />NOSING �� <br />SI RUIEM . TS2' <br />. <br />N iMADS . b• <br />!3) 2.12 6YP <br />/ 6TRM6ER <br />R@FOR= <br />WTN 2.4 6PF <br />6QCURE 2X4 P.T. TO 2.4 MW MM9 . EA 2.4 XNQQ UA4L <br />6LL <br />AD ILV !3) IOd CUT 2.6 6TRMO2dR 6QCUM w/sTwo . W OG MAX <br />MASONCT NAILS UU 4d NAIL6 V -V Or - <br />STAIR SECTION <br />B SCALE" 1/2'.I'-m' <br />HDR. DETAIL <br />D 9GALE:IR'•1'_m' <br />3/4' TIO &A FLOOR <br />SLUED 4 NAILED PER <br />"LM0 6G16DULE <br />accum 2xl LEDOQR <br />TO CM UV 3A6'>W <br />TAPCON6 . 2Y Or - <br />MAX STAOOCR® <br />BECUM 2XS JORT TO <br />MOW't m/ OU'R'6ON <br />,W.26 <br />1441 N. RONALD REAGJIBLVD.LONGWOOD, FL 32PH: 407-774-60FAX- 407-774.40www.abdeslgngmuAA #: 000332 <br />m <br />w <br />U <br />W <br />� <br />0 <br />0 <br />C <br />� <br />11��11 <br />4 <br />� <br />C <br />A YT ` LT <br />LOT #13 <br />BLK #13 <br />PHASE #4B <br />PROJECT# <br />04181.04E-13131 <br />"ODMIJ <br />E401 <br />"2828-ENSLEY' <br />OA %AGZ SVIIMG: <br />LEFT <br />PAGM <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />U <br />AA <br />NO <br />PRINT <br />DATE: 02 07 22 <br />SCALE: <br />SHEET <br />At <br />