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DBL. <br />TOP <br />PLATE <br />r,-'-\BAR DETAIL <br />(2) LAYERS OF 3/4* PLYWOOD <br />OR (2) LAYERS Or 3/4* SUNI <br />MOOR MATERIAL RIPS FOR <br />SOLD NAILING <br />BECURE TREADS TO STRMER <br />LUIT3M 3, SC474M - EA <br />STRINGER, UNTHREADED SWANK. <br />TO EXTEND ISEYOND THIC10eft <br />OF SUB44ANM SWEATHM <br />MTS-20 ON <br />FRAHM Pu <br />Uw <br />CAP 3/4' KICK <br />PLATE <br />1* MAX <br />NOSWO <br />ml <br />2 X 4 Rls-INFORCM <br />. EA 2 X 12 STRINGER <br />SECURE U1112d Or- <br />3-2x[2 SYP STRJhrER <br />REINFORCED WX4 aplp <br />U11CONT BEAD OF <br />GUE-PLOOR AZ*eGrVE <br />M-400 OR StMUARE <br />FA WORLZONTAL RUN <br />ATTACMED UY Od <br />MASONRY NAILS - 2X4 P.T. <br />SLEEPER INTO OLA15 U11TWIN 8' <br />OF EAC44 END. 32' O.C� MAX <br />42'WIGM <br />HALF .- - <br />iw CAP <br />lem., <br />STAIR SECTION <br />&--ALE: 1/2'-I'-V' <br />3/4' TAG SM FLOOR <br />a SCRELLED <br />PER FASTENER <br />6CWIEDLLE <br />V-4 3/4' 2ND FIN. FLR. <br />0'-0' BRIS. WGT. <br />FLOORING. SYSTEM <br />(SEE FLOOR FRAHM SWEET) <br />(2) 2.8 HEADER, SEE FRAHM <br />FILM <br />NOTE, <br />STA FIS ROM TO C42WORM TO FBCR <br />I q <br />ITW EDITION (2020) <br />HIM. TPEAD-W MAX. M6ER.1 3/4' <br />WIS. MAX VARIATION IN <br />RI6ER&(rREAD6 ADJACENT TO EAC14 <br />ar4ER 3W MAX VARIATION IN ANY <br />RIOERITREAD WAKMAIL CIROAAR <br />011OW SECTION VIA. To BE 11,14' .414' <br />OR PROIADE EQUIVALENT <br />GPASPA151LITY WINDERS- MIN. WILIDE <br />NARROW END HIM. IP UNOTW . 12- PROM <br />NAJIIROUU END 34'MK WANDFAIL Wit <br />hlam� <br />.ENCLOSED Al 6611LE SPACE UNDER <br />STAIRS SMALL WAVE WALL-1.6, UNDER <br />STAIR SURFACE AND ANY SOFFITS <br />PROTECTED ON TWE ENCLOSED SIDE <br />kUlTW L'2'GYP&JM BOARDS. R5CR 311101. <br />-0'-0' FIN. FLP- <br />WANDRAIL 111 361 <br />tW 2X4 FRE-MON <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER F15CR R311.1.0.2 <br />NOTE: <br />HANDRAIL ENDS SHALL 5E <br />RIETUI;NiED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAIL5 SHALL WAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF li't 2' OR A NONCIFib--ULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE T14AN ro 1/4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDIWG 2 1/4'. EDGES <br />SHALL WAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILIWS SYSTEM 18 DESIGNED TO RESIST A LOAD OF 50 FILF <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 1601.8.1 / FJ5.C. 2020 <br />r,--'�HANDRAIL SECTION <br />HDR. DTL. <br />D 8,—ALE: 1/2 '-C' <br />NOTE, MEADER FINI&4 TO BE PER <br />COMMNITY STANDARDS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FA)C- 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />IF <br />lir�ww� uj <br />10 <br />0 <br />L <br />I SU13DIV. & L071-1 <br />ABBOTT PARK <br />LOT #24 <br />BLK #12 <br />PROJECTIIIII <br />04181.000-24121 <br />MODICT- <br />3EFB <br />"2447-ROBIE" <br />GARAGE STnNG: <br />LEFT <br />PACE: <br />FLOOR PLAN <br />DETAILS <br />%160 MPH E)Q�4 j <br />I h 202 <br />AL <br />I 2""'N-17 06/14/21 <br />DATE: <br />8CAL.E: 1/4* = 1'—o* <br />a EICT <br />AlA <br />