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A R C N I T R C T i <br />I <br />HANDRAIL o 36' <br />W/ 2X4 RE-INFOR <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1132 <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS 5ECTIC <br />DIAMETER OF I{'t 2' OR A NONCIRCULAR CROSS SECTION WITH <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN E <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4' <br />SHALL HAVE A MINIMUM RADIUS OF 1/6'. <br />2. THIS RAILING SYSTEM 15 DESIGNED TO RESIST A LOAD OF 5 <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN A� <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOI` <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8.1 / F.B.G. 2014 <br />DETAILL)HANDRAIL <br />: 3/4':I'-0' <br />DBDB R <br />8'-0' GL . <br />— DBL STUD <br />c1#3 8'BAo <br />I � <br />-4" 3 _0• <br />4X4 POSSMT�� ��gg <br />BDR' <br />8'-0' GL . p <br />(2) 3052-SI <br />—41' H. HALF WALL <br />SECURE TREADS TO STRINGER <br />(2) LAYERS OF 3/4' PLYWOO <br />W/ CAP <br />AH U <br />WR3.`S 3' SCREWS • EA <br />R. STRINGEUNTHREADED SHLJ•IC <br />TO EXTEND BEYOND THI0041F88 <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />3/4' T4G SUD FLOOR <br />4 SCREWED <br />PER FASTENER <br />OF ",FLOOR SHEAt4HNG <br />[GLUED <br />SCHEDULE <br />I9'-0 3/4' 2ND FIN. FLR <br />/ B <br />— — <br />/ - <br />PRE-ENKa, <br />/ FLR TRUSSES <br />/ <br />/ <br />I/2 <br />3/4' KICK <br />STAIRS RISERS TO CONFORM TO FBCR STH <br />WAL W/ <br />WALL <br />I' MAX. <br />PLATE / <br />EDITION (2014) <br />GAP <br />NOSING <br />/ <br />STAIR DATA: MIN. TREAO.10' MAX. RSER.1 3/4' 3/A6' <br />im• <br />I6R 0 1.54' MAX. VARIATION IN RISERS/TREADS <br />MIN. / <br />15 TREADS ® ADJACENT TO EACH OTHER 3/e' MAX. <br />/ <br />10'+ 1' NOSING VARIATION IN ANY RMER/TREAD HANDRAIL <br />CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' <br />..1/4' OR PROVIDE EOUIVALENT <br />S T 0 R • <br />/ <br />GR46PABILITY WINDERS- MIN. 6' WIDE <br />/ <br />NARROW END MIN, II' WIDTH • 12' FROM <br />NARROW END 34- MIN. HANDRAIL W.T. <br />-2x12 Sl'P STRINGER <br />z <br />REINFORCED W/2X4 SPF <br />W/CGNT. BEAD OF <br />NOTE: <br />= Q / <br />SUB -FLOOR ADHESIVE <br />ENCLOSED ACCESSIBLE SPACE UNDER <br />PL-400 OR SIMILARE • <br />EA HORIZONTAL RUN <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />L p FO <br />/ <br />THE ENCLOSED SIDE WITH IF2' GYPSUM <br />a 4 <br />/ <br />2 X 4 RE-INFORCING <br />BOARDS. FBCR 3111] <br />• EA. 2 X 12 STRINGER <br />/ <br />SECURE W/12d 6'-S' OG <br />/ <br />0'-0' FIN. FLR. <br />2x4 ATTACHED W/ 10d <br />YNTOS ABWP.T. <br />SLEEPER <br />SLEEPER INTO SLAB WITHIN S' <br />STAIR DETAIL <br />OF EACH END, 32. OG. MAX. <br />,(y <br />sc,uLE, Im.r•m' <br />(2) <br />0 <br />UPSTAIRS <br />LIVING <br />cp _ <br />ro <br />s <br />BDRM. #5 <br />DBL STUD <br />2'-4' <br />42' H. HALF 7�,C <br />AUN. <br />�n v WALL W/ GAP <br />12'-0" i+i 4' _IV'-0' <br />C LG. <br />OPTN?71DN- A OPT. W. <br />, D. IIL—_JL__H <br />16 RISERS w 1,54' <br />15 TREADS s 10' <br />•1' NOSING <br />22X36 <br />ATTIC <br />ACCESS <br />4X4 POST <br />OWNER'S <br />SUITE <br />8'-O' CLG. <br />2040 SH 3052-SH 3052-SH <br />® EGRESS EGRESS <br />II'-4' 4'-2' <br />SECOND FLOOR PLAN <br />NOTE: <br />2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE <br />0 <br />Design <br />Grou ,nlc- <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003326 <br />w <br />y <br />W <br />0 <br />0 <br />U <br />h <br />a <br />E <br />2 <br />4 <br />J <br />aumtLor <br />y a <br />SILVERADO <br />LOT 24 <br />BLK 6 <br />PROJWT# <br />04128.000-02461 <br />MODEM. <br />4EHB <br />"2605-HAYDEN" <br />GARAGE BWUM: <br />RIGHT <br />PAGO <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B <br />ARCHRECT: <br />STATE OF FLOF�A <br />j 4RJ� <br />BNLAM <br />D 93723 <br />DP ATJ& 11/09/17 <br />BC.%=: 1/4"=1'-0" <br />B*am <br />3 <br />