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C� I,_4• <br />DdL. <br />TOP <br />PLATE 0 <br />M <br />AR DETAIL <br />A SCALE: VV-1.-10' <br />A <br />(2) LAYERS OF 3/4' <br />AHU <br />SECURE TREADS TO 6TRNGER <br />WT3i& 3' SCREW • EA <br />6TRNGER WTHREADED GROK <br />TO EXTEND WYONO TMCQE66 <br />OF GUD-FLOOR 664EATHNG <br />/ C <br />/ 1 <br />?"/" <br />/ <br />42' R 14 <br />WALL Wv <br />Q <br />CAP <br />/ <br />_ <br />3/4' WICK <br />PLATE / <br />LQ <br />I'MAX <br />NOSMG <br />/ <br />R, <br />MN. <br />STOR. <br />/ <br />3.2xG GYP GrOOM <br />/ <br />RENFORCED W2X4 BPF <br />WDONT. MAD OF <br />&04%A <br />OR GR9IL"• <br />3 <br />3 <br />/ <br />IA HORIZONTAL RN <br />/ <br />2 X 4 RE-NFORCMG <br />/ <br />• EA 2 X 12 6TRNGER <br />6EOWRE Wad 6'-6. OG. <br />2X4 ATTACHED W/IOd <br />MA60NRY NAILG • 2X4 P.T. <br />BLEEPER INTO BEAD WTHIN G' <br />OF EACH END. 32' OG. MAX <br />HALF WALL <br />w CAP <br />5,-®. <br />3/4' TOG &M FLOOR LA U N . <br />GL= A 6CRM= <br />PER FASTENER <br />GCHEDWLE <br />PRE-ENG'D FLOORm- <br />6Y6TEM (GEE FLOOR <br />FRAMNG GREET) <br />NOM, <br />STAIRS RGER6 TO CONFORM TO RIG! <br />&TH EDITION (2@n) <br />MK TR#AD•10' MAX. FUSER-1 31W <br />STAIR DATAe <br />9A6' MAX. VARA-rwN IN <br />16R 6 1A2' <br />RIGERGRREA06 ADJAC NT TO EACH <br />14 TREADS • <br />OT14ER 36W MAX VARIATION N ANY <br />10'• V NOSING <br />R6ER/tREAD HANDRAIL VROLLAR <br />CR066 SECTION DIA TO EE I V4' «V4' <br />OR F'ROVIDE EQUIVALENT <br />ORAWMILITY W#DEM- MK 6' WDE • <br />NARROW END MN. 11' WDTH • 12' FROM <br />NARROW END 34' MRL HAADRAIL W.T. <br />NOM <br />-10ACLOGID AC4E661OLE 6PACE uNDER <br />STAIRS SAALL HAVI WALL&. WNDER <br />STAIR SURFACE AND ANY GOFRTG <br />PROTECTID ON TFR ENCLOSED SIDE <br />OTH W' *YF'MM BOARDS. FOCR 302.1. <br />STAIR SECTION <br />B SCALE= <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR 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 />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF Ii's 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 1601b.1 / F.B.G. 2011 <br />u,cr-'Z-ANPRAIL SECTION <br />SCALE, 3/4'xl' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeMpgroup.com <br />AA 6: 0003325 <br />Y <br />� <br />O <br />%Ni <br />NJ <br />t <br />8c7HDIVS a# LOT: <br />ABBOTT PARK <br />LOT #39 <br />BLK. #9 <br />PRoAmT# <br />04181.000-39091 <br />MoDzu <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 811ING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />18 <br />recaara- 6/12/20 <br />DATE: <br />8CALE: 1 /4"=1'-0" <br />It <br />A1A <br />