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HANDRAIL o 36 <br />W/ 2X4 RE-INFOf <br />s <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL o <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR RBIL-IZ.2 <br />B 0 <br />v <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC <br />DIAMETER OF 1)q't 2' OR A NONCIRCULAR CROSS SECTION WITH <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4' <br />SHALL HAVE A MINIMUM RADIUS OF 1/0'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN All <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOr <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8.1 / F.B.G. 2014 <br />HANDRAIL DETAIL k- <br />BDR <br />DBL STUD <br />1 <br />M <br />2'-4' y <br />4X4 POST I gg - <br />8'-0' GL a <br />Mum] <br />(2) <br />I UPSTAIRS <br />I LIVING CHASE <br />A6E e'-0 cLG. BDRM. #5 <br />-0' CLG. <br />— ro MI.: <br />DBL STUD—/ <br />2'-42 8 <br />42' H. HALF <br />WALL W/ CAP CIV LAUN• <br />jl'l" 4'_m" 12'-0" m ,4'-Im"CGIC <br />91 <br />I S A <br />DN. r--ter--� <br />. I OPT. OPT. <br />II <br />a I D. II W I <br />'-0' u <br />W.I.Cr--- <br />BIG. <br />3-SH <br />�I <br />0'-r0-6 <br />CLG. <br />a <br />J <br />Q <br />J <br />v <br />W.I.CvI <br />7' CLG. <br />I— STAIR DATA <br />lib RISERS a 1.54' <br />15 TREADS ® 101 <br />W NOSING <br />22X36 <br />ATTIC <br />ACCESS 13'-8° y <br />4X4 POST <br />OWNERS <br />SUITE <br />V-0' CLG, <br />B2040-SW <br />3052-SH 3052-SH <br />SCALE: <br />3/4I'-0. <br />C:ED <br />EGR® EGRESS <br />-1, LFWALL <br />SECOND <br />FLOOR PLAN <br />AHT T <br />SECURE TREADS TO STRINGER <br />LAYERS OF 3(4' <br />W/ CAP <br />1C:Ar <br />NOTE: <br />n u <br />W/(3l8 9' 9CREILl4 - EA <br />STRINGER UNTHREADED SHANK <br />/4'PLYWOOBUS <br />OR (2) LAYERS OF 3/4' SUB <br />O <br />FLOOR MATERIAL RIPS FOR <br />—3/4' TtG &1B FLOOR <br />GLUED + SCREWED <br />2-8 LOUV, DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID <br />TO EMEND BEYOND THICKNESS <br />SOLID NAILING <br />PER FASTENER <br />DOOR W/ RETURN PLENUM <br />AND RETURN AIR GRILLE <br />OF SUB -FLOOR SHEATHING <br />SCHEDULE <br />I 10'-0 3/4' 2ND FIN. FLR <br />/ B <br />HGT. <br />-- <br />/ FL R - WA. <br />/ <br />/ <br />42 H. 1/2 <br />3/4' <br />KICK <br />/ <br />STAIRS RISERS TO CONFORMTO FBCR 5711 <br />WALL W/ <br />CAP <br />I' MAX. PLATE <br />/ <br />EDITION l2014) <br />STAIR DATA: 1 MIN. TR EAD.10' MAX RISER.T 3/4' 3/Ib' <br />NOSING <br />0 <br />s MIN. <br />/ <br />16R 0 l54' MAX VARIATION IN RISERS/TREADS <br />15 TREADS ADJACENT TO EACH OTHER 3/8' MAX. <br />IN ANY RISER/TREAD HANDRAIL <br />/ <br />10'• 1' NOSING CVARIATION <br />IRCULAR CROSS SECTION DNA, TO BE 1 3/4' <br />•-1/4' OR PROVIDE EQUIVALENT <br />/ <br />S T O R . <br />GRASPABILITY WINDERS- MIN, 6' WIDE <br />NARROW END MIN, 11' WIDTH • 12' FROM <br />Q / <br />NARROW END 34' MIN. HANDRAIL W.T. <br />w <br />—3- ER <br />i z / <br />INF RC W12x BPF <br />REINFORCED <br />WICONTi OF <br />NOTE, <br />a m <br />w <br />t0 / <br />SM-rL.BEAD WI <br />81�-FLOOR ADHESIVE <br />PL-400 OR SIMILARE s <br />ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />0 <br />u <br />EA HORIZONTAL RUINSURFACE <br />AND ANY SOFFITS PROTECTED ON <br />THE ENCLOSED SIDE WITH 1/2' GYPSUM <br />O z . <br />= m <br />/ <br />2 X 4 RE-INFORCING <br />BOARDS. PBCR 3112.2 <br />/ <br />• EA. 2 X 12 STRINGER <br />/ <br />SECURE W/12d W-8' O.0 <br />/ <br />0'-0' FIN. FLR. <br />2X4 ATTACHED W/10d <br />MASONRNAILS 0 <br />SLEEPER INTO SLAB WITHIN 8' <br />^ STAIR DETAIL <br />CF EACH END, 32' OZ. MAX. <br />y'-, <br />�,.yt, y�•,p-p• <br />A It C H I T e C T a <br />6 <br />Des' <br />t2. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407-774-6078 <br />FAK 407-774-4078 <br />www.a bdesigngroup.com <br />AA #: 0003325 <br />[�o� <br />12 <br />4 <br />BVBDiv. a wli <br />SILVERADO <br />LOT #4 <br />BLK #7 <br />' 12 000-00471 <br />UoDzu <br />4EHB <br />"2605-HAYDEN" <br />GA %A039 8111F1N0: <br />RIGHT <br />PAO14 <br />SECOND <br />FLOOR <br />PLAN <br />TAMPA <br />150 MPH EXP. B <br />ARCHRECT-. <br />STATE OF FILORIDA <br />UACFIA <br />DA10/20/17 <br />BCALW. 1/4"=1'-0" <br />ax�V_^Jl <br />V <br />