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HANDRAIL a 3* <br />Wl 2X4 RE - INFO <br />THE CLEAR 5PACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />5PALL BE NO LESS THAN 1 1/2' <br />AS PER F5CR R311.1,15.2 <br />NOTE: <br />1. PANDRAILS SHALL PAVE EITHER A CIRCULAR CROSS SECTIC <br />DIAMETER OF 1j"i 2' OR A NONCiRcULAR CROSS SECTION LUITH <br />PERIMETER DIMENSION Or AT LEAST 4' BUT NOT MORE THAN (c <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4' <br />SHALL PAVE A MINIMUM RADIUS OF 1/8'. <br />2 , TH15 RAILING 5Y5TEM 15 DESIGNED TO RESIST A LOAD OF 5 <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN Al - <br />DIRECTION AT THE TOP OF 5UCH 5ARRIEFro AT ANY LOCATIOI� <br />SAFEGUARD, WWICHEvER CONDITION PRODUCES THE MAXIMUM <br />5TRE86ES- PER SECTION 160-1.6.1 / F.B.C. 2014 <br />(�)BHANDRAIL DETAIL <br />B P�!� PETAIL <br />SCALE: 3/4 -11 0' <br />4 -2' 4 r_2' <br />2 <br />C=) <br />3052-SH <br />EGRESS (2) 3002 - SH 30_x- <br />7 <br />:E <br />7:: <br />wi <br />J,�,2'- <br />UPSTAIRS <br />CHASE <br />LO <br />F'g 1.4 <br />LIVING <br />L C14ASE <br />'= <br />DEL STUD <br />0131- STUD—/ <br />2'-4� <br />_10L <br />B g3 <br />1'-4" 41-of" <br />12"- <br />42' H HALF <br />C�v <br />WALL W1 CAP <br />Z� 4" 101, <br />L9LAV <br />v <br />CLG. <br />OPT, OPT, <br />DN. D. W. <br />11 <br />IE 4 <br />d) <br />"0. c4G, 11 <br />STAIR DATA <br />16 RISERS o 1541 <br />-SHI <br />LEE' <br />TREADS * 101 <br />15 Tf <br />-I' NOSING <br />ed 22X3(. <br />2 -4 <br />2' -2' <br />'r ATTIC <br />4'-4- <br />-0. <br />1 <br />ACCESS 13' <br />v <br />AAT!—f <br />4X4 POST 4X4 POST <br />CHASE <br />cl OWNER'S <br />SUIT <br />01-01 <br />(2) 3052-5W <br />EGRES5 <br />C=) <br />2040. EIRE <br />61-51 V-4" 4'-2' to -61, <br />ZZ� "-�12'.- HALF WALL <br />SECURE �FMADS TO STRINGER (2) LAYERS CIF 3/4' PL 0 / AP SECOND FLOOR PLAN <br />V4'T40 WIS FLOOR NOTE: <br />STRINGER UNTOWE )OR MATERIAL RIPS FOR GLUED A Scleritao 2-8 LOUV. DOOR III/ AIR WANDLER ON METAL STAND OR 2-8 SOLID <br />TO EXTEND ISEYOI NAILING PER FASTENER DOOR LU/ RETURN PLENUM AND RETURN AIR GRILLE <br />OF ",FLOOR SHEATHING _WPDI H E <br />AHU W/(3n 3 15CREWS �EA �R 12) LATE <br />ED FL, <br />0 <br />B_ <br />42' 14.1/2 <br />WALL W1 <br />3/4' KIC <br />CAP <br />I' MAX. PLATE <br />to, <br />MIN. <br />STOR. <br />-2xI2 SYP STRINGER <br />REINFORCE UV2X4 $PF <br />W/CCNT. 5EAD OF <br />SM-FLOOR ADHESIVE <br />PL 400 OR SIMILARE <br />'HORIZONTAL <br />0 <br />EA RiN <br />ILO, <br />2 X 4 RE-INFORCING <br />- EA. 2 X 12 STRINGER <br />SECURE w/r2d 61-81 O.0 <br />MASONRY NAILS - 2X4 P.T. <br />SLEEPER INTO SLAB W THIN S' <br />IT <br />OF EACH NO, 32' D.C. MAX. <br />10'-0 3/4' 2ND FIN. FLR. <br />S'-S'BF�33. HGT. <br />PRE - Ew. <br />FOR. TRUSSES <br />NOTE. <br />STAIRS RISE TO CONFORM TO FWR 5TI4 <br />EDITIC14 (204) <br />STAIR DATA: <br />MKTREAD.10' MAXRIWR-13/4'3A6' <br />19,R 0 -1.54'1 <br />mAX VARIATION IN RISERS/rREADS <br />15:READ5 * <br />ADJACENT TO EACH OTHER 3/0* MAX <br />10, p NOSING <br />VARIATION IN ANY RISERlrREAD HANDRAIL <br />�IRCULAR CROSS SECTION OIA TO BE 1314* <br />III- OR PROVIDE EQIJIVALENT <br />GRASPASILITY WINDERS� MIN. &'WIDE - <br />NARROW END MIN. 11' WIDTH - 12' FROM <br />NARROW END 34'MrN. HANDRAIL W.T. <br />-ENCLOSED ACCM]IBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />TI-E ENCLOSED SIDE WITH Ij2'GYPSUM <br />BOARDS. FWR 3112.2 <br />A STAIR DETAIL <br />0'-0' FIN. FLR. <br />i <br />F-A R C III i ir III C T 3 <br />Des . <br />rqign <br />Gou a <br />roum.. <br />PH:407-774-6078 <br />FAK 407-7744078 <br />www.abdesigngroupcom <br />L AA #,.0003325 1 <br />axnmrv. so LO <br />SILVERADO <br />LOT 32 <br />LOT 6 <br />Pma=T# <br />04128.000-03261 <br />wo <br />4EHB <br />"2605-HAYDEN" <br />GARAGM 8VWQ: <br />RIGHT <br />]PAOXI: <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B <br />ARcHffr-cT, <br />STATIE OF FLONDA <br />rpnmT 11/08/17 <br />DA%M <br />OCAM 1/4"= l'— 0" <br />3 <br />