Laserfiche WebLink
C P-4-� <br />TOP <br />PLATE 9 <br />m <br />(DRBADETAIL <br />R ALE, V2.1' <br />6- <br />42' HIGIH <br />HALF WALL <br />W/ CAP <br />LAUN . <br />3/4, 1143 SUB FLOOR <br />wmmw <br />PER FA6tl1$R <br />scHEouLE <br />JD FIN. FLR <br />BRG. HGT. <br />E <br />SYSTEM <br />SYSTEM SER ( FLOOR <br />T) <br />SWEET) <br />STAIRS RSER , TO CONFORM TO FBCR <br />RH EDITION (2020) <br />MN. TREAD•10' MAX MORRO 1/4• <br />S/IS• MAX VARIATION N <br />STAIR DATA: <br />RI6EfWAAMADS ADJACENT TO EACH <br />151111t • 1.52' <br />OTHER SW MAX VARIATION IN ANT <br />14 TREADB • <br />PtWPJ11QAD HANDRAIL CIRCULAR <br />10'. 1• N081NG <br />CROSS SECTION DUl TO 67E I V4• .-V4' <br />OR PROVIDEEQUIVALENT <br />ORAMABILITY M ORRIS- MN. &' WIDE • <br />NARROW END MSL R• WIDTH • G' FROM <br />NARROW END 34' MN. HANDRAIL HOT. <br />•ENC�L ED ACCESSIBLE MACE UNDER <br />STAIRS SHALL HAVE STALLS, UNDER <br />6TAIR &AWACE AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED 610E <br />UNTH IW OYPSUI BOARDS, FBCR W.T. <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 1/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILN6 <br />SECURE TREADS TO 6TRNOER <br />AH U <br />WKSYS S' SCREWS • EA <br />UBEYONDlD SHANK <br />TO EXTEND <br />TO EXTEND BEYOND THK20�BSS <br />THE CLEAR SPACE BETWEEN <br />OF SUB -FLOOR SWEATMN0 <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />C \ <br />HANDRAIL • 36' AS PER FBCR R311.182 <br />— \ <br />IW 2X4 RE-INFORCING <br />\ <br />\ <br />NOTE: <br />42' H. V2 <br />` <br />` <br />HANDRAIL ENDS SHALL BE <br />\ GP <br />RETURNED TO THE WALL OR <br />�� <br />TERMINATE INTO A NEWEL <br />\ MAX11 <br />POST. <br />\ o' <br />\ MIN. W <br />STOR. `\ <br />£ <br />NOtE: <br />\ o� <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />\ e <br />DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />3-202 SYP STTtI <br />RENFORCED Ulm BPF \ <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />xa-',egslv�e \ <br />gJ <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />PL-400 OR SMILARE• <br />aa o <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />EA HORIZONTAL RUN <br />\ <br />O <br />2 X 4 Re-RFowcNb \ <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />X 12 <br />• EA. 7 X o STRINGER <br />\ <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />BEGEA. I *'-v OG <br />S'- <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />2X4 ATTACHED uV Spd <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />MASONRY NAILS. 2X4 P.T. <br />STRESSES- PER SECTION 16018.1 / F.B.C. 2020 <br />SLEEPER INTO SLAB WITHIN V <br />OF EACH END. 32' OP. MAX. <br />STAIR SECTION <br />B SCALE, v2'•i'-0 <br />HANDRAIL SECTION <br />A&A." <br />DTL. <br />D. I'-®• <br />NOTE: HEADER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 327W <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdeskp%mup.com <br />AA 5: 0003325 <br />E <br />b <br />4 <br />om <br />StMDIV. & LOT. <br />ABBOTT PARK <br />LOT #11 BLK. #12 <br />PHASE:4C <br />PROJECT# <br />04181.04C-11121 <br />MODEL: <br />4EHB <br />"2605- HAYDEN" <br />OA1tA0E awiNO: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />%160 MPH EXP. C <br />