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42' HIM4 V <br />HALF (WILL <br />W/ CAP <br />(2) 2x12 HEADER <br />SEE FRAMM PLAN (2) LAYERS OF 3/4' PLYWOOD <br />(3) 2x4 BLOMMG, OR (2) LAYERS OF 3/4' SUB <br />SEE PRAMMG PLAN FLOOR MATERIAL RIPS FOR <br />SOLID NAILM <br />3/4' T40 SUB FLOOR SECURE TREADS TO STRINGER <br />C.Lmo a SCREUIED WK3J® V SCREWS • EA <br />PER FASTENER STRWSER; UNTHREADED SFMANK <br />SCHEDULE <br />-4 3/4' 2ND FIN. FIOF SM-FLOOR BHEATHMG <br />R. <br />8IMP604- <br />MTS.20 SEE \ <br />81-0. BRG. HGT.,L FRAMING PLAN — — — — <br />PRE-ENGD FLOORNG SYSTEM <br />(SEE FLOOR P RAV'MNG SHEET) <br />\ C <br />(SEE2) NEPRAMMAIDDER� <br />STAIRS RISERS TO CONFORM TO FBCR <br />\ NOSING <br />\ 10• <br />UTH EDITION (2020) <br />MR TREAD-W MAX RISER.T 3/4' <br />\ <br />3/16. MAX VARIATION N <br />RISERS/TREADS ADJACENT TO EACH <br />OTHER 3/S' MAX VARIATION N ANY <br />\ d) <br />STAIR DATA: \ <br />RISER/TREAD <br />RISER/TREAD HSNDRAIL CIRCULAR <br />15R 152' <br />PAN. \ <br />CROSS SECTION DIA TO BE I V4' «114' <br />OR PROVIDE EQUIVALENT <br />14 TREADS • <br />10'• V NOSING \ <br />GRASPABILITY MR4>ERS- MN. 6' MDE • <br />3/4' KICK <br />NARROW END MIL RI' MOTH • 12' FROM <br />2 x 4 RE-IFORCNC, RATE <br />NARROW END 34' MR HANDRAIL WIT. <br />. EA 2 X 12 STRNGER \ <br />NOTE <br />CUR SEE WA2d 6'-8' O.C. <br />I 4' <br />7I�—* <br />'ENCLOSED ACCESSIBLE SPACE IMER <br />STAIRS SHALL NAVE WALLS, UNDER <br />STAIR <br />3-2xI2 SYP STRNGER \ <br />REPFORCED UM4 SFF <br />SURFACE AND ANY SOFFITS <br />UI/G�. DEAD OF \ <br />DEiL. <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH VI' GYP&2'M BOARR DS. FBC302.1. <br />i00R eaARw \ <br />TOP <br />0'-0' FIN. FLR <br />-40 <br />PL-400 OR 8p'ILARE • <br />EA HORIZONTAL RN <br />PLATE 0 <br />2X4 ATTACHED SV iOd— <br />in <br />MASOhIRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB MTHN S' <br />OF EACH END, 32' OC. MAX <br />BAR DETAIL <br />A SCALE: I/i'•I'-HD' <br />B STAIR OSECTION <br />Qw <br />42' H. I/2 = U <br />STALL W/ <br />CAP Z <br />>W <br />� U <br />Q O <br />O Z <br />i m <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 R311.1.82 <br />V 2X4 RE-IPFORGMCs <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 14'1: 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 VS'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5O 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 160iB.1 / F.S.C. 2020 <br />HANDRAIL SECTION <br />IS N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA /: 0003325 <br />Z <br />d <br />m <br />c <br />n <br />k IN <br />IN <br />O <br />x <br />L J <br />SUBDIV. ae LOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK #9 <br />PROJECT# <br />04181.000-29092 <br />MODEZ .' <br />3EEB <br />"2260-ELSTON" <br />GARAGE SIWMG: <br />LEFT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />160 MPH EXP, C <br />m <br />DAATE 04/06/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />Al <br />