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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 a 36' AS PER FBCR R311.182 <br />W/ 2X4 RE-INFORGING <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CRO65 5ECTIC <br />DIAMETER OF 1}'i 2' OR A NONCIRCULAR CROSS SECTION WITH <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN E <br />A LARGEST CRO55 SECTION DIMENSION NOT EXCEEDING 2 1/4' <br />SHALL HAVE A MINIMUM RADIUS OF 1/5'. <br />2. THIS RAILING SYSTEM 15 DESIGNED TO RESIST A LOAD OF 5 <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN AN <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOr <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.5.1 / F.B.C. 2014 <br />HANDRAIL DETAIL <br />SCALE: 3/4'=1'-0' <br />4'-2' 15'-10' 15'-6' 4'.2' <br />3052-SN <br />(2) 3052-51-1 EQ R <br />EGRESS <br />I <br />I <br />I= <br />I <br />I <br />0 <br />e <br />n <br />7I <br />�g <br />RI <br />I <br />UPSTAIRS <br />CHASE <br />HDRM.4 I <br />LIVING <br />CHASE <br />B'-0' CLG. ;p <br />HDRM. #5 <br />8CLG. <br />DBL STUD <br />= <br />DBL STUD <br />2'-4' <br />2'-4- 2'-B' <br />BATH #3 <br />0 <br />?� q <br />3-SH :p <br />in <br />3'-4' 4'-O' <br />12'-0' '� <br />42' H. HALF CIy <br />WALL W/ GAP I LAUN. <br />4'-10' I 1. <br />LAV. 99 <br />yIG <br />GLG. <br />r� <br />? I <br />S <br />A--lr--� <br />DN. I OPT. OPT. <br />I D- II w- I <br />I_A <br />--- <br />m3 N <br />Ov <br />5-0' GLIG. 1. <br />I� STAIR DATA <br />16 RISERS 6 154' <br />3-SH C`8 <br />0 IR-IS <br />15 TREADS 0 10' <br />�I' NO51NG <br />i0 ti' <br />2' <br />— <br />2' i0 <br />ti0 22X36 <br />ATTIC <br />4'-4' 3'-0 <br />3'-10' B <br />'-10' "r 6'-6' <br />ACCESS 13'-5' <br />0• <br />VC <br />4X4 POST <br />ATH <br />4X4 P05T <br />CHASE <br />9 <br />5'-0. g <br />- <br />CLG. j <br />OWNER'S <br />BDA <br />I <br />�Q <br />SUITE <br />B'-0' GLG. <br />8'-0GL i0 <br />? <br />1I = <br />Z. <br />O J <br />I <br />m <br />O <br />ma <br />A <br />f2J <br />EGRE55 <br />19, <br />W.c.c�'-0' <br />2040-514 3052-51.1 3052-5W <br />® EGRESS EGRESS <br />® o <br />II'-4' <br />4'-2' 1'-0' 1'-0' <br />—ILI H. HALF WALL SECOND FLOOR PLAN <br />T T <br />6EGJRE TREADS TO STRNGER <br />(2) LAYERS OF 3/4' PLYWOO <br />� C <br />Au <br />11y <br />W/(378 3' SCREWS � EA <br />(21 LAYERS OF 3/4' SUB <br />3/4' TAG SUB FLOOR NOTE: <br />STRINGER UNTI4rgtED SHANC <br />L <br />FLOOR MATERIAL RIPS FOR <br />GLUED 4 SCREWED 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID <br />t0 EXTEND BEYOND THIGIQdE56 <br />OF SUB -FLOOR SHEATHING <br />SOLID NAILING <br />PER FASTENER <br />51—HEDULE DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE <br />10'-O 3/4' 2ND FIN. FLR <br />� B <br />— — <br />B'-BRG ' B. HGT. <br />- <br />PRE-ENG. <br />/ <br />FLR TRU55E5 <br />i <br />NOTE. <br />42' H. 1/2 <br />3/4'KICK- <br />STAIRS RISERS TO GONFOR•1 TO FBCR 5TW <br />WALL W/ <br />PLATE <br />EDIt1DN (2014) <br />GAP <br />N051 <br />/ <br />STAIR DATA: MIN. TREAD.10, MAX. RISER.1 3/4' 3/16' <br />10, <br />16R ® 154' MAX. VARIATION M RMER5/TREADS <br />'S <br />MIN. / <br />IS TREADS 6 ADJACENT EACH HEMAHANDRAIL <br />r1 <br />VARIATION INOANT RISE <br />10'• P NOSING CIRCULAR CROSS SECTION DIA TO BE 1 3/4' <br />1/4' OR PROVIDE EQJIVALENT <br />S T 0 R • <br />GRASPABILITY WINDERS- MIN. 6' WIDE <br />NARROW END MIN II' WIDTH r. [2'FROM <br />NARROWEND 34' MIN. HANDRAIL HGi. <br />W U <br />-2.12 SYP STRINGER <br />x <br />REINFORCED W/2X4 SFF <br />W/CONT. BEAD OF <br />NOTE: <br />Q <br />SUB -FLOOR ADHESIVE <br />-ENCLOSED ACCESSIBLE SPACE UNDER <br />FL-400 OR 51MILARE • <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />1O <br />EA HORIZONTAL RUN <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />am <br />a O <br />4 <br />THE ENCLOSED SIDE WITH 1/2'GYPSUM <br />m <br />/ <br />2 X 4 RE-INFORCING <br />BOARDS. FBCR 31122 <br />• EA. 2 X 12 STRINGER <br />/ <br />SECURE WA2d 6'-8' OG <br />0'-0' FIN. FLR. <br />ATTACHED YU 12X <br />MASONR2X4 <br />TNTO5 A5WP.T. <br />SLEEPER INTO WITHIN 8' <br />SLEEPER <br />STAIR DETAIL <br />OF EACH END. 3T OL. MAX. <br />2' O <br />(y <br />xxe� vr.r_r <br />A R C N I T L C T N <br />GDesign <br />WIN. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774EO78 <br />FAX: 40T-7744078 <br />www.abdmigngroup.mm <br />AA #: 0003325 <br />F <br />h <br />0 <br />a <br />m <br />F <br />0 <br />SUBDrw. ac L.OT: <br />SILVERADO <br />LOT #22 <br />BLK #6 <br />PRoa=T# <br />04128.000-02261 <br />xoaEX. <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 81rMG: <br />RIGHT <br />PAGE: <br />SECOND <br />FLOOR <br />PLAN <br />TAMPA <br />150 MPH EXP. B <br />ARCHITECT• <br />STATE OF FLORIDA <br />[,I <br />apA11/8/17 <br />9CALE: 1/4"=1'- 0" <br />9itEET <br />