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�0 <br />DHL. <br />TOP <br />PLATE 0 <br />M <br />BAR DETAIL <br />A SCALE, 1/2'.1'-0' <br />ARCH DTL. <br />B SCALE. V2'.I'-C' <br />I®'-0 3/4' 2ND FIN. FLR. <br />W-8' BREa. HGT. <br />42' H. HW.F WALL- \\ <br />UV CAP (2) LAYERS OF 3/4' PLYWOOD <br />3/4' T* SIb FLOOR OR (2) LAYERS CP 3/4' SIa <br />GLUED a SCREWED FLOOR MATERIAL RIPS FOFO % <br />FEWeDLL� SOLID NAIL <br />NG <br />PRE-ENG'D \ \ <br />FLOOPOW. SYSTEM <br />(SEE FLOOR \ <br />FRAMNG SHEET) \ <br />\ 4' HOCK <br />PLATE <br />\ <br />STA *RI(C TO 0WORH 7 TO F9CR 6T <br />�• <br />E <br />MN TREAD-W MARIX. PIMR.1 3/4' 3/Ifr' STAIR DATA: <br />\ <br />\ MIN. <br />MAX VARIATION IN RBEM/rINEADB I&R • l94' <br />ADJACEM TO EACH OTHER 3A' MAX 15 TREADS • <br />\ <br />S T O R <br />VARIATION N ANY ECTIO11 DIA O IM 1ALL IO'. I' NOSING <br />CNOCU.AR CROSS SECTION DW TO BE I V4' <br />. <br />\ <br />.-V4' OR F:ROVIDE EQUIVALENT <br />3-2.12 SYP STOMPA \ <br />GRASPABLLITY MOMS- MK V WIDE • <br />RENFORCED W7X4 91T <br />NARROIU END MK W WIDTH • I2' FROM <br />UVCOM. BEAD OF <br />NARIM END 34' MN HMORALL W.T. <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMLLARE • <br />NOTE.: <br />EA HORIZONTAL RUN <br />-ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />_ <br />FM <br />THE ENCLOSED SIDE WITH V2' GYPBU'7 <br />• EA. U STR-d4ER <br />BOARDS. FBCR BMA <br />SECURE W/12d i'-V O.C. <br />STAIR SECTION <br />C SCALE: V2'•I' <br />SECURE TIRADE TO STRNGER <br />WK3)9 W SCRB18 • EA <br />STRNGER mn4MADED SWANK <br />TO EXTEND BEYOND THIQOESS <br />OF SUB-PLOOR SWEATWM <br />I' MAX <br />NOSING <br />\ <br />I <br />Z <br />\ <br />\ <br />�U <br />J <br />\ <br />\ <br />2X4 ATTACFED W/ Wd- <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB U2TWIN V <br />OF EACH END, 32' OL MAX <br />AHU <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 R311.1,0.2 <br />W/ 2X4 RE-RNFORCING <br />42' R 1,2 NOTE: <br />WALL W( HANDRAIL ENDS SHALL BE <br />CAP 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#'± 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />$�o <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN b 1/4' AND <br />a <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/9'. <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 1601A.1 / F.B.C. 2011 <br />HANDRAIL SECTION <br />D SCALE: 3/4'.I' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdestgngroup.com <br />AA 8: 0003325_ <br />Y <br />3 <br />� <br />j <br />CiL <br />aysDiv ac LO <br />SILVERADO <br />LOT #20 <br />BLK. #7 <br />PROJECTHp T: <br />04128. 02-20071 <br />KODZ74 <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 8 IM01 <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />%150 MPH EXP. B <br />0 <br />WLbW A ABOIJI"CRA <br />AR NO 987= J <br />DwRarr 5/31/19 <br />sCA=. 1/4"=1'-0" <br />s1SEW <br />At <br />