Laserfiche WebLink
TOP <br />PLATE 9 <br />�n <br />( � <br />A-11.0.R DETAIL <br />(2) LAYERS OF 3/4' <br />0* (2) LAYERS C <br />FLOOR MATERIAL <br />SOL <br />AH U SEC,3RE TREAD6 TO STRINGER <br />WlKS)% 9' SCREWS . EA <br />STRINGER UNTHREADED SiNANC <br />TO EXTEND BEYOND 7FpC a <br />OF 81 O-FLOOR SWATHING <br />i <br />/ I <br />H/4'Rc / / <br />I' MAX <br />ATE <br />NOSING / / <br />n ' SIT OR. <br />/ 3.2z0 SYP STRINGER <br />/ REIFORCED W/2X4 W* <br />/, <br />2X4 ATTACHED W/IOd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN S' <br />OF EACH END, 32' OG. MAX <br />Slid -FLOOR ADHESIVE <br />PL-400 OR 64MILAW • <br />EA WORIIONTAL RUN <br />2 X 4 RE-IFORRCINCG <br />• EA 2 X 12 STRINGER <br />SECURE Umcl 6'-0' OG <br />W/ <br />3/4' TAG &.0 MOOR LA U N . <br />GLI$D N am"RUED <br />PER FA6T"R <br />SCHEDULE <br />PRE-wav FLOORING <br />SYSTEM (SEE FLOOR <br />FRAMING: SFIEET) <br />NOM. <br />STAIRS RISERS TO C4FFOR9 TO FBCR <br />1TH EDITION (2020) <br />MIL TRXEAD.10' MARISERO 3/4' <br />STAIR DATA: <br />3M' MAX VARIATION IN <br />1DR a 1,32' <br />110'. <br />RISERMWEADS ADJACENT TO EACH <br />14 TREADS • <br />OTHER 3/6' MAX VARIATION IN ANY <br />P NOSMCa <br />RIGNMITIIAD HANDRAIL CIRCULAR <br />CROSS SECTION DIA TO BE 1 114' •-1/4' <br />OR PROVIDE EQUIVALENT <br />GRASPABILITY WINDERS- Met V WIDE • <br />NARROW. END MIN. W' WIDTR4 • O' FROM <br />NARROW END 34' MIN. HANDRAIL HOT. <br />STAIR SECTION <br />(,,)STAIR <br />SCALE: <br />'ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER <br />STAIR SURFACE AND ANY WWIT6 <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH V2' GYI%LM BOARDS. FBCR 302.1. <br />THE CLEAR SPACE BETWEEN <br />FIN. FLR 1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36' AS PER FBCR R311.1.8.2 <br />T. W/ 2X4 Ri:-N'FOfdGING <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 Ii't 2' OR A NONCIRCULAR CROSS SECTION WIT14 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 160-1.8.1 / F.B.C. 2020 <br />Q(, HANDRAIL SECTION <br />HDR . DTL. D SCALE, 1/2 <br />NOTE: HEADER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA R: 0003326 <br />WIN <br />b <br />c <br />r <br />01 <br />W <br />O <br />1• A <br />8tn3DM & L07 <br />ABBOTT PARK <br />LOT #32 <br />BLK #11 <br />PROJECT/ <br />04181.000-32112 <br />MODRU <br />4EHB <br />"2605-HAYDEN" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 MPH EXP. <br />3 <br />Dw1TM- mT 04/19/21 <br />8CALE: 1/4"=1.— 0" <br />8iIV.= <br />A1A <br />