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THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE <br />WALL SHALL BE 2 114' <br />HANDRAIL o 36' <br />HANDRAIL ® 36' <br />W/ 2X4 RE.INFOR <br />NOTE: <br />HANDRAILS SHALL HAVE EITHER A CIRCULAR <br />CROSS SECTION WITH A DIAMTETER OF 1 3/4''- 2' OR <br />A NONCIRCULER CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT <br />MORE THAN 6 1/4' AND A LARCsEST CROSS SECTION <br />DIMENSION NOT EXCEEDING 2 1/4'. EDGE$ SHALL <br />HAVE A MINIMUM RADIUS OF 1/0'. <br />DETAIL <br />@HUANDRAIL <br />SCALE: 3/4'=1ll <br />AH U SECURE TREADS TO STRINGER- (2) LAYERS OF 3/4' PLYWOC <br />W/(31'6 3' SCREWS • EA OR (2) LAYERS OF 3/4' SUB <br />STRINGER UNTHREADED SHANK FLOOR MATERIAL RIPS FOR <br />TO EXTEND BEYOND THICKNESS SOLID NAILW6 <br />OF SUB -FLOOR SHEATHING <br />cr�ga i (2) 3m52-SH ( F A2CSS <br />I <br />I <br />� <br />I <br />I <br />UPSTAIRS <br />CHASE <br />BDRM. #4 <br />I <br />LIVING <br />a'-m cLG. <br />s'-m' cLG. <br />BDRM <br />CHASE <br />`! <br />_ <br />8'0' CL <br />DBL STUD <br />_' <br />`- 03 <br />I DBL STUD <br />-4• <br />BATH #3 <br />j <br />?@ <br />5'-10• 5'-I0' <br />42' H. HALF <br />O 3 SN <br />:a <br />V <br />WALL W/ CAP @ LAUN. <br />LAV. LAV. 1' <br />3'-_4'-m'^ <br />12'-m"_'^_- <br />4'-I0' <br />CLG• <br />_ <br />5'-8, I'-S" 2'-4' <br />s <br />A <br />OPT. 11 OPT. <br />I`- <br />I W. II D. <br />v <br />I� <br />�-L <br />STAIR DATA <br />W.I.Cr--� <br />S'-0' CLIG. I' <br />WG <br />-8 <br />16 RISERS 6 1.54' <br />15 TREADS 9 lm' <br />0 IR-IS4 <br />3-914 <br />ro <br />2' 4' v <br />4'-4° 3'-m' <br />L" <br />uu <br />3'-10" 3-10' <br />• 2' <br />'-6" <br />36 <br />ATTIC <br />ACCESS <br />_ <br />0. <br />4X4 POST <br />I <br />ATII <br />4X4 POST <br />CHASE <br />0 <br />S'-0'0 <br />OWNER'S <br />SUITE <br />BDRM. #3 <br />I <br />c <br />s'-m• cLG. <br />a <br />I� <br />Itr <br />0a'' <br />av <br />I <br />N <br />A <br />I= <br />(2) 30DRESS <br />=I <br />I <br />� <br />I <br />�j W.I.Cv <br />Irc <br />- - _-- <br />-- -- <br />-�-- <br />2040-SH <br />TEMP. <br />E RE SS <br />4 <br />__. 4 2 <br />0 6 <br />13'-4• <br />\- 42' H. HALF WALL <br />SECONDW/ <br />FLOOR PLAN <br />GAP <br />3/4' TIG SUB FLOOR <br />NOTE: <br />GLUED 4 SCREWED <br />2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID <br />PER FASTENER <br />SCHEDULE <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE <br />10'-0 3/4' 2ND FIN. FLR_ <br />8'-S' BRG. HGT. <br />/ FLR TRUSSES <br />/ <br />42' H. 1/2 <br />3/4' KICK -WALL / <br />CAP W/ <br />1' MAx. <br />PLATE <br />/ <br />STAIR DATA: <br />tios1NG <br />0 / <br />MIN. <br />1516TREADS al <br />/ <br />10'• 1' NOSING <br />STOR. <br />Q w <br />ul <br />/.-3-2x12 SYP STRINGER <br />3 <br />z <br />REINFORCED W/2X4 SFF <br />W/CONT. BEAD OF <br />K <br />L w / <br />SUB -FLOOR ADHESIVE <br />'� m <br />/ <br />PL-400 OR SIMILARE <br />�j <br />EA HORIZONTAL RUN <br />a IV <br />/ <br />Q IN, <br />/ <br />2 X 4 RE-INFORCING <br />EA, 2 X 12 STRINGER <br />SECURE WA2d 6'-8' OG <br />/ <br />64 <br />2X4 ATTACHED W/I0d <br />ABWI2X4 P.T. <br />SLEEPER INTO SLAB WITHIN <br />SLEEPER <br />8' <br />STAIR DETAIL <br />OF EACH END,32' O.C. MAX. <br />ty <br />x.�6 �n•.i•m• <br />NOTE, <br />STAIRS RISERS TO CONFORM TO FBCR 5TH <br />EDITION (2014) <br />MIN. TREAD.10' MAX MSER.I 3/4' 3/16' <br />MAX. VARIATION IN RISERS/TREADS <br />ADJACENT TO EACH OTHER 3/8' MAX. <br />VARIATION IN ANY RISER/TREAD HANDRAIL <br />CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' <br />.-1/4. OR PROVIDE EQUIVALENT <br />GRASPABILITY WINDERS- MIN. 6' WIDE <br />NARROW END MIK II' WIDTH s 12' FROM <br />NARROW END 34' MIN. HANDRAIL W.T. <br />0'-0• FIN. FLR <br />A R C N I T E C T E <br />Design <br />Grou .ne. <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngfoup.com <br />tl AA #: 000332s <br />F <br />w <br />y <br />w <br />w <br />y <br />0 <br />a <br />v <br />h <br />O <br />F <br />0 <br />c <br />SVHD:v ae 140r <br />SILVERADO <br />LOT #24 <br />BLK #1 <br />Faww" <br />04128.000-24001 <br />moxa La <br />4EHB <br />"2605- HAYDEN" <br />GARAGE B'WMG: <br />RIGHT <br />PAGE: <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B <br />TAMPA <br />ARCHITECT: <br />STATE OF FLORIDA <br />I <br />P� <br />D11/2/16 <br />8CA=: 1 /4"= V - 0" <br />skim= <br />3 <br />