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II'-4" 2'_4" 12'-0' , <br />4'-2' IS'-6' 15'-10" 1, 4'-2' - <br />kn2 -k (2) 3052-SH � �a <br />CHASE <br />UPSTAIRS <br />ILIVINGIBDRM. <br />#5 <br />KL <br />e'-o cLG. <br />DBL STUD <br />2'-8" <br />42' H. HALF <br />LAUN.TIWALL W/ CAP <br />- <br />CLG,°12'_0" <br />-__«�4._0.73_OPT. <br />II ON.— <br />�� <br />STAIR DATA —I <br />16 RISERS 6 1.54' <br />15 TREADS ® 10' <br />+I• NOSING <br />22X36 -� <br />ATTIC <br />ACCESS <br />4X4 POST <br />OWNER'S <br />SUITE <br />V-O' CLG. <br />I <br />3-SH IR-ISH 1 <br />'8 <br />co 9 <br />BDRM. #4 <br />8'-0' CLGCLCs <br />DBL STUD <br />103 <br />3'-Im", <br />3'-0' <br />4'-4' <br />—.- <br />_ <br />---_ <br />BATH <br />4X4 POST - <br />a'-0' 0 <br />CHASE <br />a <br />I <br />BDRM. #3 <br />31 <br />c0 <br />V-0' CLG. <br />z <br />e a <br />IrlI <br />m <br />I <br />(2) <br />3052-SH <br />3052-SH 3052-SHI <br />I 2040-SH <br />EGRESS EGRESS <br />TEMP. <br />6" 1'-0' � — <br />� O' 4'-2" <br />II'-4' <br />2' -4" <br />2,-4'• <br />SECOND <br />FLOOR PLAN <br />NOTE: <br />2-6 LOUV. DOOR W/ AIR HANDLER <br />ON METAL STAND OR 2-8 SOLID <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE <br />10'-0 3/4' 2ND FIN. FLR ,L <br />a, -a, 5RG. HGT. i <br />Ir-Imb <br />THE CLEAR SPACE BETWEEN THE <br />HANDRAIL AND THE WALL SHALL BE 2 1/4' <br />HANDRAIL 6 36' <br />HANDRAIL 6 36' <br />W/ 2X4 RE-INFOR <br />NOTE: <br />HANDRAILS SHALL HAVE EITHER A CIRCULAR <br />CROSS SECTION WITH A DIAMTETER OF 1 3i4't 2' OR <br />A NONGIRGULER CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT <br />MORE THAN 6 1/4' AND A LARGEST GROSS SECTION <br />DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL <br />HAVE A MINIMUM RADIUS OF 1/8'. <br />B HANDRAIL DETAIL <br />42' H. HALF WALL AH U <br />W/ CAP .__(2) LAYERS OF 3/4' PLYWOOD __SECURE TFEADSTO <br />3/4' T W SUB FLOOR — OR (2) LAYERS OF 3!4' SUB W/(31'S 3' SCREWS • E RINGER <br />GLUED 4 SCREWED FLOOR MATERIAL RIPS FOR STRINGER UNTHREADED SHANK <br />PER FASTENER SOLID NAILING TO EMEND BEYOND THICKNESS <br />SCHEDULE OF SUB -FLOOR SHEATHING <br />B � <br />PRE-ENG. <br />FLR TRUSSES <br />-3/4' KICK <br />STAIR DATA: <br />F Tr <br />I' MAX. <br />I6R s 1.54' <br />Im' <br />vo51NG <br />15 TREADS <br />MIN' <br />NOTE: <br />TAIR <br />STAIRSRS TO CONFORMTO FBCR 5TH <br />10'+ I' NOSING <br />m O D <br />\�<� <br />4 <br />NRIS <br />MIK TREAD•10' MAX. RISER•T 3/4' 3/I6' <br />1 lV • <br />= T <br />MAX. VARIATION IN RISERS/TREADS <br />ADJACENT TO EACH OTHER 3/8' MAX. <br />-- <br />z <br />VARIATION IN ANY RSER/TREAD HANDRAIL <br />�It-FORGED W/2X4 SPF <br />REINF Fr_ D W/2X4R <br />L Q <br />CIRCULAR CROSS SECTION DA. TO BE 1 3/4' <br />SECTION <br />W/CONT. BEAD OF <br />U <br />.-V4' OR PROVIDE <br />SUB -FLOOR ADHESIVE <br />�p <br />GRASPABILITY WINDERS- MIN. 6' WIDE s <br />PL-400 OR SIMILARE <br />NARROW END MIN. II' WIDTH • 12' FROM <br />NAIL END 34' MIK HANDRAIL W.T. <br />NOTE: <br />-ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />EA HOPJZONTAL RJN <br />SURFACE AND ANY SOFFITS PROTECTED <br />ON <br />2 X 4 RE-INFORCING • ---" <br />THE ENCLOSED SIDE WITH 1/2' GYPSUM <br />BOARDS. FBCR 31133 <br />EA. 2 X 12 STRINGER <br />SECURE W/1211 6'-0' OC, <br />0'-0' FIN. FLR <br />� <br />2X4 ATTACHED W/ 10d—� <br />STAIRDETAIL <br />SLEEPER INTO SLAB WI HMS' <br />tj <br />BCALEIn••I'-m' <br />OF EACH END, 32' O.C. MAX. <br />42' H. 1/2 I <br />WALL W/ <br />CAP <br />A N C N I T E C T E <br />Design <br />Groulrinc. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />wwwZbdesigngroup.com <br />AA #: 0003325 <br />w <br />v <br />0 <br />a <br />W <br />0 <br />h <br />0 <br />3 <br />III <br />sumwrv. ae LoT <br />SILVERADO <br />LOT #11 <br />BLK #1 <br />it J=T# <br />04128.000-11001 <br />MODS <br />4EHB <br />"2605-HAYDEN" <br />QA%Aaa STIMG: <br />LEFT <br />PA03M <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B <br />TAMPA <br />ARCi- E -- <br />STATE OF FLOFMA <br />,A /� <br />VND <br />CH3ACRADAli <br />716 <br />:11/09 <br />19CA=: 1/4"=1'-0" <br />1%1. <br />DIEM= <br />