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C <br />DCL. <br />TOP <br />PLATE 9 <br />i.l <br />BAR DETAIL <br />STAIR DATA: (2) LAYERS OF 3/4' PLY1000 <br />ISR • lB4' OR (2) LAYERS OF 3/4' BUD <br />IS TREADS • FLOOR MATERIAL RIPS FOR <br />IV- V NOSMCs SOLID NAILING 14 <br />/ W<NDII!AJL <br />3/4' KICK / <br />V MAX. PLATE / <br />NVOSINC M <br />r <br />vxoam <br />i <br />o <br />Zoo / <br />STOPPING <br />/, <br />Ell / L(3) 2X12 B.YP. <br />/ STRINGERS <br />/ ING <br />• EA 22 X I2 STRI GEE <br />SECURE 2x4 Pr PLATE TO <br />SLAB WV V4' X 3 114' TAPCONS <br />WITHIN W OF EACH END AND <br />24' Or— MAX IN TFE FIELD <br />41 <br />'ENCLOSED <br />ACCESSIBLE <br />SPACE UNDER <br />STAIRS SMALL <br />WAVE WALLS, <br />UNDER STAIR <br />SURFACE AND <br />ANY SOPFITS <br />ON THE <br />ENCLOSED <br />BIDE WITH I/J• <br />GYPSUM <br />BOARDS. <br />F9CR FFJW.T <br />3/4' T40 SUB FLOOR <br />GLUED 4 SCREWED <br />PER FASTENER <br />SCHEDULE <br />@)ARCH <br />DETAIL <br />WALE:1/4'"I'-0' <br />10 10-0 3/4' 2ND FIN. FLR <br />FLOORING SYSTEM <br />(SEE FLOOR <br />FRAMING SWEET) <br />FIRESTOPPING SHALL BE <br />NSTALLEO N CONCEALED <br />SPACES BETWEEN STAIR <br />STRINGERS AT LEAST ONCE N THE <br />MIDDLE OF EACH KIN AT THE TOP <br />AND BOTTOM AND BETWEEN <br />STUDS ALONG AND IN LINE UTM <br />ADJACENT RN OF STAIRS OF THE <br />RUN PER FBCR 20RT, 6TH EDITION <br />FION . MATERIAL FOR <br />FIREBLOCKNG SHALL CONFORM <br />TO FECR 20M. 6TM EDITION <br />R302A1 <br />Nam, <br />STAIRS RISERS TO CCH4.ORFR TO POOR 6T14 EDITION (2011) <br />MN TREAD•10' MAX RISER•1 3/4. 3/I6' MAX VARIATION N RISERSRREADS <br />ADJACENT TO EACH OTHER "' MAX VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 1 1/4- •-V4' OR PROVIDE <br />EOUVALENT GRASPABILITY IIIINDEM- MIN. 6' WOE • NARROW END MIL 11' <br />WDTW • O' RSOM NAPOWW END 34' MIL WANDRAIL WGT. <br />CSTAIR SECTION <br />SCALE: V2'.I'_0• <br />THE CLEAR SPACE BETWEEN <br />1 1/2" THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36' AS PER FBCR R311.1.82 <br />W/ 2X4 RE-INFORGNG <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 1#'t 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 16010.1 / F.B.G. 2011 <br />Al <br />NDRAIL SECTION <br />DE, 3/4'"I' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />• <br />qq <br />R <br />O <br />it <br />YC <br />in <br />x <br />0 <br />s <br />etmDIV. k LOT: <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />PROJECT# <br />04128.002-06171 <br />MODEL' <br />3EFB <br />"2447—ROBIE" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />DETAILS <br />50 MPH EXP. <br />pRmT -1 <br />DArm 10/09/19 <br />>ICAI.E:1/4" = 1'-0" <br />O*m= <br />A1A <br />