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42' WIGH <br />MALE HALL <br />UV CAP <br />(2) LAYERS OF V4' PLYWOOD <br />OR (2) LAYERS OF 1/4' SUB <br />FLOOR MATERIAL RIM" I.-,. <br />SOLD "LNG <br />AH U <br />SECURE TREADS TO 61RNGER TAG SUB M-OOR <br />WKS)E 3' SCREWS • EA GLUED C 6CREU,FD <br />STRIYdR UNTHREADED SHAW PER FASTENER <br />f.W4' <br />TO EMEND BEYOND TMICKNESS SCHEDULE <br />1-4 Q SUB -FLOOR SHEATMNG <br />74 � I <br />T A TTXT <br />THE CLEAR SPACE BETWEEN <br />V-4 3/4' 2NO FIN. FLR 1 1/2" THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL a 36' AS PER FBGR R311.1.8.Y <br />e'-0' BFr.. I-GT. W/ 2X4 RE-RFORGMG <br />/ <br />PRE-ENG'D FLOORING-z <br />LL <br />NOTE: <br />42' K V2 <br />WALL w/ <br />/ <br />SYSTEM (SEE FLOOR <br />FRAMIPIG SFEET) <br />NOTE, <br />HANDRAIL ENDS SHALL BE <br />O <br />a <br />CAP <br />STAIRS RULERS TO CON•ORM TO MICR <br />RETUNED TO THE WALL OR <br />Zw <br />q <br />t IC <br />r Q <br />rJOK <br />N4IKATE <br />I' MAx. <br />NOSING I®. <br />STAIR DATA: <br />ISR 1 152' <br />ttN EDITION f2020) <br />ATM• T�'1'D'I°' MAX RBER-T 3/4' <br />3/S' MAX VARIATION N <br />RISERS/TREADS ADJACENT TO @AGM <br />TERMINATE INTO A NEWEL <br />POST. <br />w <br />m <br />MIN. <br />14 TREADS • <br />I®'• V NOSING <br />OTHER SW MAX. VARIATION N ANY <br />RMR/TI READ WA -GRAIL CIRCVI-AR <br />J <br />CROSS TOT 1 V4• ••V4' <br />S T 0 R. <br />OR VIVESECTION UIV <br />@GLNALIM <br />SPABILI WIDEM- MN. , • <br />NOTE: <br />/ <br />NARSPASIL0 <br />ROM <br />N. III DMANORAIL <br />34' <br />3-2xI2 GYP OTRNMR <br />NARROW EROW ND MN MINT. <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF I#'s 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />RERlORCED UWX46R <br />UPOONT. al OF <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 I/4' AND <br />0 <br />DIM. VARIES <br />0 ■ <br />61 R oa <br />pL-400 OR 61MILARE . <br />-ENCLOSED °cce661BL@ SPACE R+ocR <br />STAIRS SHALL WAYS WALL6, UNDER <br />STAIR SURFACE AND ANY 60141T6 <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />10 <br />2 <br />EA HORIZONTAL RN <br />PROTECTED ON THE ENCLOSED SIDE <br />D1 . <br />/ <br />12�x•D <br />UNT17 V2 GYMl1 BOARDS. POOR 3021. <br />NG <br />2. THIS RAILISYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />TOP <br />PLATE <br />9 <br />• E4 S�TION ISEER <br />SECURE Umd W-S' D.c. <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 />m4 ATTACHED UV led <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />MASONRY GL@ RW INTO LAID wniIN 6' <br />STRESSES- PER SECTION 16018.1 / F.B.G. 2020 <br />OF @ACM WIND. 32' Oa MAX. <br />BAR DETAIL <br />A SCALE, la'•I'-m' <br />STAIR SECTION <br />B SCALE: I!1'-1'-0' <br />HANDRAIL SECTION <br />C SCALE, 3/4'.I'-m' <br />HDR. DTL. <br />D SCALE: I/2.1'-0' <br />NOTE, HEADER FNISH TO BE PER <br />COMMUNITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.774-4078 <br />wwwsbdeslgngroup.com <br />AA #: 000332E <br />s� <br />sunDIV. Ae LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK #13 <br />PPtOJECT/ <br />04181.000-06131 <br />MODEL: <br />4EHB <br />"2605- HAYDEN" <br />awiewaE SWUM. <br />RIGHT <br />PAQZ: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />%160 MPH EXP. C <br />SEW <br />Dan"A 09/21/mm <br />21 <br />BC,h=:1/4"=1'-0" <br />SHEET <br />A1A <br />