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CIc <br />DBL. <br />TOP <br />PLATE 9 <br />m <br />ABAR DETAIL <br />SCALE: IR'.I'-0' <br />I u <br />c <br />4 <br />42' HIGH <br />HALF WALL <br />UW CAP <br />(2) 2XV HEADER <br />SEE FRAMING PLAN <br />(3) 2x4 BLOCKING. <br />SEE FRAMING FLAN <br />3/4' TOO SUS FLOOR <br />GLUED N SCREWED <br />PER FASTENER <br />SC4EPLLE <br />PRE-BNG'D FLOORING <br />(SEE FLOOR FRAMING <br />NOS, <br />STAIR9 RISERS TO CONFORM TO FBCR <br />IN EDITION (2020) <br />MIK TMAD-W MAX. RISER-1 3/4' <br />3/W MAX VARIATION IN <br />RISERS/(READS ADJACENT TO EACH <br />OTHER "'MAX VARIATION N ANT <br />RISERAREAD HANDRAIL CIRC3ILAR <br />CROSS SECTION DIA TO OE 1 114' «114' <br />OR rpt"DE EQUIVALENT <br />GRASPADILITY WNDEIYS- MN S' W1DE • <br />NARROW DO MN. II' WIDTH • 12' FROM <br />NARROW END 34' MN. HANDRAIL MST. <br />'ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL NAVE WALLS. UNDER <br />STAIR SURFACE AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH 1/2' GYPSUM BOARDS. FBCR 302.1. <br />4 <br />r-(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OP 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />SECURE TREADS TO STRI OMER <br />WK3PS 3' SCREWS • EA <br />STRINGER UNTHREADED SHANK <br />TO EXTEND EE1'QJD TNoN IaESe <br />OF SUS -FLOOR SHEATHING <br />.5or1 <br />t0 SEE \ <br />ING PLAN — — — — <br />\ NOSING <br />STAIR DATA, <br />2l` \ <br />14i READS • \ <br />IV*+ I' NOSNG <br />2 X 4 RE-INFORCNG <br />• EA 2 X 0 STRINGER <br />SECURE Wad 6'-9' OG. <br />3-2.M SYP STRINGER <br />REIFORCED WRX4 SPF <br />W/CONT. BEAD OF <br />SUS-PLOOIR ADHESIVE <br />PL-4" OR SIMILARE - <br />EA HORIZONTAL RN <br />STAIR SECTION <br />B SCALE: I/2'.P_®• <br />\ <br />C <br />i <br />\ <br />42' k UJ <br />WALL WW <br />= V <br />CAP <br />Z <br />tbWI <br />U. <br />fV4' KICC <br />-) <br />PLATE <br />Q m <br />2X4 ATTACHED W/ IOd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN S' <br />OF EACH END. 32' O.C. MAX <br />HANDRAIL s 36' <br />V 2X4 RE-INFOF <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.18.2 <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 1}'t 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 1/9'. <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 166018.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />i44i N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750. <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />R <br />a <br />9a <br />W <br />O <br />J <br />IA <br />UIBDIV. Ac WT: <br />BBOTT PARK <br />LOT ##32 <br />BLK ##12 <br />PROJECT# <br />04181.000-32121 <br />HODEIA <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8TfING: <br />LEFT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />160 MPH E C <br />PRINT <br />DATE 04/08/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />Al <br />