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TOP <br />PLATE 9 <br />m <br />D <br />BAR, DETAIL <br />1,_0' <br />(2) LAYERS OF S/4' PLYWOOD <br />OR (2) LAYERS OF S/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />AHU SECURE TREADS TO STRI LASER <br />W 3PlS S' SCREWS . EA <br />STRINGER UNTHREADED SHAW . <br />TO EXTEND BEYOND THICKNESS <br />OF SUB-PLOOR SHEATHING <br />i c <br />/ I <br />/ <br />42' WI. V2 <br />WALL UV <br />/ <br />w <br />CAP <br />/ <br />9/4' ICIGIC <br />PLATE / <br />LN08ING <br />I' MAX. <br />STOR. <br />/ <br />3-2.12 6YP STRINGER <br />/ <br />IEIFORCED W/2X4 SPF <br />/ <br />WCONT. BEAD OF <br />SUB•FLOOR ADHESIVE <br />PL-400 OR SIeLARE . <br />/ <br />EA HORIZONTAL RUN <br />/ <br />2 X 4 RE•IFORCING <br />/ <br />. EA 2 x M STRSY#R <br />SECURE W/I241 6'-S' Or- <br />-2X4 ATTACHED W) NOG <br />MASONRY NAILS . 2X4 P.T. <br />SLEEPER INTO SLAM UWTHM 8' <br />OF EACH END. 32' = MAX <br />42' HIGH <br />HALF WALL <br />UV CAP <br />5.•m. <br />S/4' TIG SUD FLOOR <br />LAU N . <br />GLUED N SCREWED, <br />PER FASTENER <br />BCHEDLL.E <br />9'-4 3/4' 2W <br />S'-0' BR... <br />ol <br />PRE-ENO'D FLOORING <br />SYSTEM (SEE FLOOR <br />FRAMING SWEET) <br />NOTE, <br />STAIRS RISERS TO COWFORI'7 TO FBCR <br />ITH EDIT104 (2020) <br />—Al <br />M <br />MIN' TREAD.10' AX RISER.l S/4' <br />STAIR <br />SAG' MAX VARIATION IN <br />ISR • IS2' <br />RISEFFAh ADS ADJACENT' TO EACH <br />14 TREADS S <br />OTWER S)S' MAX VARIATION IN ANY <br />1' NOSING <br />RISEILIMAD HANDRAIL CIRDLAR <br />CROSS SECTION DIA TO BE I V4- .-V4' <br />OR PROVIDE EOUIVALBVT <br />GRRASPABILITY WNDERS- MIN. 6' WON . <br />NARROW END MIL II' UDTH . G' PROM <br />NARROW END 34' MIN. HANDRAIL HST. <br />STAIR SECTION <br />B SCALE. I/2'.I,_m• <br />NOM <br />4NOLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL WIAVE WALLS, UNDER <br />STAIR SIAWACE AND ANY SOFFITS <br />PROTECTED ON THE @INCLOSED SIDE <br />WITH 1/2' GYPSUM BOARDS. POOR 302.1. <br />HANDRAIL • 361— <br />V 2X4 RE-I'FORCING <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1.82 <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 I{'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 />HANDRAIL SECTION <br />CSCALE= 3/ '.1'-0' --�— <br />004HDRDTL. <br />--= I/2 . 1'-0. <br />NOTE: HEADER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />MAY <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />C <br />a <br />9VHDIV. ac LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK. #9 <br />PROJECT# <br />0418 .000-06091 <br />MOaEIA <br />4EHB <br />"2605- HAYDEN" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />