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A R C H I T E C T <br />HANDRAIL B 36' <br />W/ 2X4 RE -INFO <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R3111.82 <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC <br />DIAMETER OF 1}'t 2' OR A NONCIRCULAR CROSS SECTION WITH <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN fc <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING: 2 1/4' <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING: SYSTEM IS 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 LOCATIOt- <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8.1 / F.B.C. 2014 <br />HANDRAIL DETAIL <br />SCALE: 3/4'=I'-0' <br />SECURE TREADS TO STRINGER (2) LAYERS OF 3/4' PLYWoe- <br />(2) <br />�g t- <br />!YI <br />I <br />UPSTAIRS <br />I <br />CHASE <br />M�4 <br />BDRM <br />I <br />LIVING <br />BDRM. #5 <br />CHASE <br />CLG. <br />8'-0' GLGCLG. <br />DBL STUD <br />STUD <br />2'-4" <br />2'-8' <br />A <br />B TH3 — <br />8'-0' <br />-- <br />Ly <br />° <br />LA Y; <br />`T <br />M <br />- <br />42' H. HALF <br />WALL W/ CAP C v �ai7N <br />V. .y. 3'_4" <br />e v <br />4'_0" <br />12,_O,� m <br />4'-10' 8, <br />GLG. <br />n� <br />S <br />�i\ I <br />A r-- r--� <br />DN. I OPT. II OPT. I <br />I D. I I W' I <br />mL--xrl <br />---- <br />0 3� --- IR_ISH_ <br />— l <br />0 <br />ti <br />N <br />M ti� <br />w.i.cr----,, <br />I <br />O = <br />8'-0' c4G. G' <br />I— <br />STAIR DATA <br />'k <br />-8"- <br />3,-0"L — <br />I� 16 RISERS o '1.54' <br />15 TREADS m 10' <br />--- <br />3.SH ,`8 <br />I' NOSING <br />"�I <br />0 <br />22X36 <br />2'-4' v <br />2' -2' <br />, <br />v--- <br />ATTIC <br />--_--._ <br />ACCESS _'3. 80. <br />4X4 POST <br />4X4 POST <br />CHASE <br />8ATTH <br />GLG. <br />OWNER'S <br />- <br />Ni <br />BDRM. #3 <br />' J <br />SUITE <br />8'-0' CLG. <br />CLG. <br />IY <br />I <br />M � <br />0 <br />-- (2) 30R2-SP <br />=I <br />N <br />IY <br />? <br />0 <br />- — --�-- <br />---- --- <br />- — <br />3052-SH 3052-6H <br />2040-SW <br />® <br />EGRESS EGRESS <br />214-8' <br />-- 42' <br />H. HALF WALL <br />SECOND <br />FLOOR PLAN <br />W/ <br />CAP <br />AHU <br />W/(3m 3' SCREWS o EA <br />OR (2) LAYERS OF 3/4' SUB r <br />3/4' TIG OUTS FLOOR <br />NOTE: <br />STRINGER, UNTHREADED SHANK <br />FLOOR MATERIAL RIPS FOR <br />GLUED N SCREWED <br />2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID <br />TO EXTEND BEYOND THICKNESS <br />SOLID NAILING <br />PER FASTENER <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE <br />OF SUB -FLOOR SHEATHING <br />SCINEIlULE <br />10'-0 3/4. 2ND FIN. FLR <br />/ B <br />/ <br />V-8' BRG. HGT. <br />/ <br />/ <br />42' H. 1/2 <br />3/4' KICK <br />/ <br />SSTTAIIRRS RISERS TO CONFORM TO FBCR 5TH <br />WALL W/ <br />CAP <br />1' MAX. <br />PLATE <br />/ <br />EDITION (2014) <br />STAIR DATA: MIN. TREAD.10' MAX. RISER.T 3/4' 3/I6' <br />NOSING <br />10, <br />16R 6 154' MAX VARIATION IN RISERS/TREADS <br />15 TREADS 6 ADJACENT TO EACH OTHER 3/S' MAX <br />MIN / <br />10'• I' NOSING VARIATION IN ANY RISEWTREAD HANDRAIL <br />CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' <br />/ fjl <br />•-1/4' OR PROVIDE EQUIVALENT <br />1 O . <br />/ <br />GRASPABILITY WINDERS- MIN. W WIDE - <br />NARROW END MIN. II' WIDTH • 12, FROM <br />f) <br />/ <br />NARROW END 34' MIR HANDRAIL W.T. <br />i <br />-2.12 SYP STRINGER <br />Q / <br />REINFORCED W12X4 SPF <br />Z K <br />W/CONT. BEAD OF <br />NOTE, <br />SUB -FLOOR ADHESIVE <br />ENCLOSED ACCESSIBLE SPACE UNDER <br />PL-400 OR SIMILARE • <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />0 <br />EA HORIZONTAL RUN <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />THE ENCLOSED SIDE WITH 1/2' GYPSUM <br />~ <br />2 X 4 RE-INFORCING <br />BOARDS. FBCR 31122 <br />_ `" <br />/ <br />• EA 2 X 12 STRINGER <br />SECURE W/12d W-S' OZ <br />/ <br />/ <br />0'-0' FIN. FLR <br />2X4 ATTACHED W/10d <br />YNTOS ABWP.I <br />MASOSLEEPERSLAB WITHIN S' <br />OF EACH END, 32' O.C. MAX. <br />ND, <br />(�)�,�I�RDE�TAIL�SLEEPER <br />Des�n <br />Grou <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-8078 <br />FAX: 407-7744078 <br />www.a bdesigngroup.com <br />AA #: 0003326 <br />y <br />m <br />y <br />0 <br />4 <br />y <br />0 <br />h <br />8tMD:v as LWO <br />SILVERADO <br />LOT #1 <br />BLK #6 <br />PRojwT# <br />04128.000-00161 <br />MODS <br />4EHB <br />"2605—HAYDEN" <br />GARAGZ DWING: <br />RIGHT <br />PAOlk <br />SECOND <br />FLOOR <br />PLAN <br />TAMPA <br />150 MPH EXP. B <br />ARCFifTECT: <br />TE � FLO IDA <br />P TO D10/20/17 <br />BCALL': 1/4"= V — 0" <br />8ii1�T <br />3 <br />