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4 <br />C <br />DMIL. <br />TOP <br />PLATE 61 <br />m <br />BAR DETAIL <br />A SCALE:1!!'.1.-0. <br />42' HIGM <br />HALT WALL <br />SV CAP <br />(2) 2.12 HEADER <br />SEE FRAMING PLAN <br />(3) 2x4 BLOCKMG. <br />WE FRAMING PLAN <br />3/4' TOG SUB FLOOR <br />GLUED N 6CREM0 <br />PER FASTENER <br />SCHEDULE <br />PRE-ENGD FLOORING SYSTEM-� <br />(SEE FLOOR FRAMING SHEET) <br />(2) 2x► HEADER <br />SEE FRAMING PLAN <br />STAIRS RISERS TO CONFORM TO FISCR <br />TTH EDITION (MID) <br />MIN. TREAII-O' MAX. RISER.1 3/4' <br />3/I6' MAX. VARIATION IN <br />RISERS/READS ADJACENT TO EACH <br />OTHER 3/S' MAX VARIATION IN ANY <br />MSERRREAO HANDRAIL CIRWLAR <br />CROSS SECTION DIA TO BE 1 1/4' . 1/4' <br />OR PROVIDE EOLIVALENT <br />GRASPADILITY YMCERS- MN V WIDE • <br />NARROW END MN 11' WOTH • I2' FROM <br />NARROW DO 34' MN HANDRAIL HST. <br />'ENCLOSED ACCESSIBLE SPACE DOER <br />STAIRS SHALL HAVE WALLS, UNDER <br />STAIR SURFACE AND ANY OCRM <br />PROTECTED ON THE ENCLOSED SIDE <br />WTN V2' GYPSIM BOARDS, FBCR 302.I. <br />0'-0' FIN. FLFP_ .- <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />SECURE TREADS TO STRINGER <br />WK318 3' SCRIS M • EA <br />STRINGER UNTINREADED 6HANC <br />TO EXTEND BEYOND THICK NESe <br />OF SUB -FLOOR SHEATHING <br />I — — \ _ <br />FRS-2o SEE \ <br />MX!— <br />R.4 — PLAN — — — — <br />Ir <br />\ <br />\ C <br />\ <br />\ I' MAX. I <br />\ NOSING <br />\ 10. <br />\ <br />42' 14 V2 <br />\ <br />9TARR DATA: \ <br />WALL W/ <br />PAN. ;4 <br />TREADS • \ <br />10'• I' N06NG \ <br />3/4' KICK <br />J <br />7 X 4 RE-RfORGSNCr \ PLATE <br />• EA 2 X 12 STRMCaER <br />Q m <br />R' <br />SECURE W/Rd S'-S' <br />IL Q Or <br />3.2xG SYP STRINGER \ <br />~ I M <br />REINFORCED W2X4 SPF <br />WCONT. BEAD OF \ <br />SAS -FLOOR ADHESIVE \ <br />PL-400 OR SMILARE • <br />EA HORIZONTAL " <br />2x4 ATTACHED W/ NSW <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN S' <br />OF BACK END, 32' O.C. MAX <br />STAIR SECTION <br />B SCALE: V2'"1' <br />HANDRAIL • 36' <br />BV 2X4 RE-W-OF <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1bl <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF Il's 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 I/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF I/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 160-1.0.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />C BCALE:3l4'.I'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32760 <br />PH: 407-7746078 <br />FAX 407-774.4079 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />q <br />g <br />BUDDIV. k LOT'. <br />ABBOTT PARK <br />LOT #36 <br />BLK #12 <br />[pnoimcT# <br />04181.000-36121 <br />MODZ U <br />3EEB <br />"2260-ELSTON" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />160 MPH EXP. C <br />AA <br />NO <br />DATE. 04/06/21 <br />SCALE: 1/4"=1'-0" <br />IN MET <br />A1A <br />