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42• <br />HALF I <br />SV <br />(2) 2.12 HCADER (2) LAYEM OF 31/4' PLYWOOD <br />SSE Mumma rLAN OR (2) LAYEM CF 3/4'RiOM SIb <br />RIM FOR <br />(3) 2.4 DLOCKNS, S&XID"Lwa <br />GEE Mumma PLAN <br />8/4' T4S Mb RLOOR SECI#E TREAD6 TO STF042M <br />OI-IZD A SCIFARLM WK3)RI D' SORIM • EA <br />PER FAAftltW <br />p <br />YWM <br />6CJ To skin D <br />V-4 3/4' 2ND FIN. FLR — — OPSIb-R.00RSWATNNS — <br />ON0SEEW-0' <br />W6�=NM <br />5w-,. HCaT. PLAN <br />\ <br />\ <br />PRE-ENS'D FLOORNS SYSTEM 42' H. 14 <br />(SEE FLOOR FRAMING OHM) WALLS <br />p <br />(2) 2.0 HEAOM SEE RR.M7' NS \ <br />< <br />\ <br />AN \ D(4' K1CK <br />\ <br />Nam, PLATE <br />\ <br />L <br />'I <br />6TAIM MUM TO COWOW TO FOMTIN MMTICN \ <br />io <br />v20m) <br />'TM RISER., 3/4' IN COATS \ <br />\ r MAX <br />TOP <br />VA7� IN ANY NO3MG <br />PLATE <br />j <br />m <br />C SEOTIGT TO = I'-V4' <br />OR PROVIDE EO)IVALENT <br />SRAWADILRY WNDEM- MN. W WIDE • \ iv <br />NARROW END MN. II' WDTN • W FROM 2 X 4 F@-NFORCNb <br />NARROW END D4' Mil HANDRAIL FIST. • <br />RO <br />STAIR DATA, EA 2 X Q 6TFti1SER � <br />M?90LM W/Gd 6'-S' OC. <br />q <br />BAR DETAIL <br />BR7R��1b2' <br />ST WALL0 UNDMM �'• TI P 081NG D-Um S,T S'IRNSM \ \ <br />REMOROLD WQX4 6" <br />0 <br />i <br />41 <br />A 8 : 1/2 •1'-®' <br />6TAMR MANAGE AND ANY 60FRT6 op <br />FRO,ECT® 04 THE 04CL06W MDE Mb wiccw'ADI�$ W \ <br />WTH 1/t' SYrSU'7 BOARD& MWX 3E2.,. PL-4O0 OR SIMLARE • <br />\ <br />0'-0' FIN. FLR kA EA WORIWNTAL RN <br />2X4 AITAOFlD RV 1Od <br />MASONRY NMLS • 2X4 P.T. <br />OLMM4 WO SLAD WTHN S' <br />OF EACH END, 32' OZ. MAX. <br />B STAIR SECTION SCALZ ® <br />HANDRAIL • <br />W/ 2X4 RE -IN <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FSCR R311.182 <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 1j'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 50 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 1601.8.1 / F.B.G. 2020 <br />CHANDRAIL SECTION <br />scAL : 9/ ••1-m -- <br />D HDR .IDS <br />NOTE: HEADER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />1441 N. RONALD REAOAN BLVD.' <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407.7744078 <br />www.abdeaigngroup.com <br />AA 8: 0003325 <br />To <br />4 <br />MUBDIV. /a LOT: <br />ABBOTT PARK <br />LOT #21 <br />BLK #9 <br />PROJECT <br />04181.006-21091 <br />a�oaErr <br />3EFB <br />"2447—ROBIE" <br />GARAGE 27AING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />DETAILS <br />160 MPH E . C <br />