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III <br />C <br />DES. <br />TOP <br />PLATE A <br />M <br />BAR DETAIL <br />A SCALE: V2'.1'-0' <br />4a• <br />HALF R <br />IU/ <br />(2) 2d2 HEADER - <br />SEE FRAMING PLAN <br />(3) 2x4 BLOCKING. <br />SHE PRAI'1ING PLAN <br />3/4' TIG SUG FLOOR <br />GLUED F SORE- \ <br />PER FASTENER <br />SCWEDULE <br />-d 1�/d' <br />PRE-ENG'D FLOORING SYSTEM <br />(SEE FLOOR FRAMING SWEET) / <br />(2) 2xs HEADER <br />CE J <br />On <br />FRAMING PLAN <br />STAIRS RISERS TO CONFOW TO PDCR <br />TTHI EDITION (2020) <br />MNIE10' MTAD.AX RISER-7 3/4' <br />3A8' MAX VARIATION IN <br />RISERS/IIEADS ADJACENT TO EACH <br />OTHER 3)8' MAX VARIATION IN ANY <br />RSERRREAD HANDRAIL CIRCULAR <br />CROSS SECTION DIA TO SE 1 1/4' «1/4' <br />OR F440VOR EQUIVALENT <br />GRASPADILITY UNDERS- MIN. S' UNDE • <br />NARROW END MIN, II' UDT14 • 12' FROM <br />NARROW END 34' MN HANDRAIL MdT. <br />-ENCLOSED ACCESSIOLE SPACE UNDER <br />STAIRS SMALL HAVE UALLS, UNDER <br />STAIR SURFACE AND ANY SOFFITS <br />PIRDiECTED ON THE ENCLOSED SIDE <br />WITH V/' GYP" GOAJCW PGCR 302.1, <br />(2) LAYERS OF 3/4' PLYYIOOD <br />OR (2) LAYERS OF 3/4' SUG <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />TO <br />OF <br />ING PLAN / <br />.1RE11G • EA <br />NTHIIADED ON" <br />GEYOND THICKM66 <br />OR 81EATHING <br />NIS <br />\ 1' MAX. <br />\ NOSING <br />\ 10, <br />PAN,["IM2 <br />R \ <br />• <br />E1' X 4 RE-SPORCSNG <br />• EA. 2 x a STRINGER <br />SECURE VMd S'-V O.O. <br />3-2.12 8YP STRINGER <br />REINFORCED FV2X4 ST <br />00" BEAD OF <br />SUS -FLOG! ADHESIVE <br />PL-400 OR SIMILARE • <br />EA HORIZONTAL RAI <br />iQrlAIR SECTION <br />E:V2'•I'-0' <br />c \ <br />I \ <br />Q <br />C w <br />42' H IA = <br />uiALl. Ru <br />top <br />EQ <br />� U <br />3/4' KICK J ; <br />PLATE O <br />\ ~i4 <br />\ <br />2X4 ATTACHED IW IOd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAG IUTHIN V <br />CF EACH END. 32' O.C. MAX <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 />W/ 2X4 RE-IPFORGING <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 li'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 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <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 16018.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />JJN <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA M 0003325 <br />SU13DIV. AI: FAT <br />ABBOTT PARK <br />LOT# 16 <br />BLK. 11 <br />PROJECT# <br />04181.000-16111 <br />1[ODEL' <br />3EEB <br />"2260-ELSTON" <br />GARAGE SMING: <br />LEFT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />6 PH <br />DT 05/25/21 <br />ATI <br />SCALE: 1/4"=1'-0" <br />SHEET <br />A1A <br />IN <br />