Laserfiche WebLink
1 <br />DBL. <br />TOP <br />PLATE 0 <br />M <br />BAR <br />DETAIL <br />A �cALE:I/4•.1,_0I/4'.1'-0• <br />2 <br />UL <br />Q <br />c <br />(I <br />a <br />0 <br />O <br />DIM. VARIES <br />ARCH DTL. <br />B SCALE: 1/2 • P-0' <br />AHU <br />42' H. 1/2 <br />WALL W/ <br />CAP <br />SECURE TREADS TO STRINGER <br />UPM-8 3' SCREWS • EA <br />STRINGER UNTNREADED SHANK <br />TO EXTEND BEYOND TNICOMOS <br />OF SUS -FLOOR SHEATHING <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />/ I <br />3/4' KICK <br />I' MAX. PLATE <br />N051NG / <br />/ <br />STOR. <br />.0 <br />/ 3-2x0 SYP STRINGER <br />/ REPFCED ORW/2X4 SFF <br />i <br />L C <br />W1CONT. BEAD OF <br />/ busFLOOR ADHESn E <br />PL-4M OR SIMILAREW • <br />EA NORINTAL R.W <br />/ z X 4 RE-INFORCING <br />/ • EA. 2 X 12 STRINGER <br />Umd 6'-S' O.C.X4 <br />Zzj-. <br />ATTACHED UW ISd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN S' <br />OF EACH END, 32' O.C. MAX. <br />42' K HALF WALL <br />WV CAP <br />3/4' tIG SUB FLOOR <br />GLUED 4 SCREIED <br />PER FASTENER <br />SCHEDULE <br />FLR TRUSSES <br />10'-0 3/4' 2ND FIN. FLR <br />8'-N3 BRG HCsT. HANDRAIL • 36 <br />W/ 2)(4 IRE-INF01 <br />CLEAR SPACE BETWEEN <br />HANDRAIL AND THE WALL <br />ILL 5E NO LESS THAN 1 1/2' <br />PER FBCR R311.1.8Z <br />SSTAITAIRS RISERS TO WI FORT TO FSCR 6TH <br />STAIR DATA: <br />EDITION /2®n) <br />MKTREAD-iV* MAXRISER•13/4.3/16' <br />I&R • '1.54' <br />MAX. VARIATION IN RISERW/TREADS <br />15 TREADS • <br />ADJACENT TO EAON OT ER 3/8' MAX <br />10'. I' N051NG <br />VARIATION IN ANY RISER/TREAD HANDRAIL <br />CIRCULAR CROW SECTION DIA TO SE 1 3/4' <br />«1,14. OR PROVIDE Bi WIVALENT <br />GRASPABILITY WINDERS- MIN. W WADE <br />NARROW END MIN II' ODT14 • 12' FROM <br />NARROW END 34' MIK HANDRAIL W.T. <br />NOTE: <br />NONE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />'ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />DIAMETER OF: 1;1't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />THE ENCLOSED SIDE WITH I/2• G:YPSUM <br />BOARDS. FBGR 302.1. <br />A LAR3tST 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 />0� 0, FIN FLR. <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. (2011) 6th EDITION. <br />STAIR SECTION <br />D SC <br />HANDRAIL SECTION <br />ALE: 3/4'.I' <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA S: 0003325 <br />6. <br />y <br />t <br />2 <br />m <br />0 <br />0 <br />O <br />O <br />;t'th <br />8UDDIV. & LOT: <br />SILVERADO <br />LOT #4 <br />BLK #12 <br />PROJECT* <br />04128.001-04121 <br />MODEL4EHB <br />"2605— HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />50 MPH EXP. 51 <br />DATZ: 08/16/18 <br />SCALE:.1/4"=1'-0" <br />SNE= <br />Al <br />qF <br />