Laserfiche WebLink
mm <br />C <br />DBL. <br />TOP <br />PLATE 0 <br />m <br />BAR DETAIL <br />A SCALE:1/2'•1'-0' <br />(2) LAYERS OF 5/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL. RIPS FOR <br />SOLID NAILMG <br />SECURE TREADS TO STRINGER <br />WK3)M 3' SCREWS . F1A <br />STRW.m UNTHREADED DHANC <br />TO EXTEND BEYOND THIC104EDS <br />OF SUB -FLOOR SHEATHW. ZZ, <br />C <br />42' H. IR <br />WALL W/ / <br />CAP / <br />9/4• KICK <br />I'MA s PLATE <br />STOR. <br />/ <br />/ <br />j / <br />2X4 ATTACHED W/ ROd <br />MASONRY NAILS . 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN D' <br />OF EACH END, 32' OO. MAX <br />WOWNT. BEAD OF <br />SUB -FLOOR ADHESIVE <br />PL-400 OR DIMILAFQ • <br />RA HORIZONTAL RUN <br />2 X 4 RE-INFOFdCMG <br />. EA. 2 x 12 STRINGER <br />SECURE Wn2d 4'-D' OL. <br />42' HIGH <br />HALF WALL <br />W/ CAP <br />5'-0' <br />3/4' TOG WO FLOOR <br />GLUED 4 SCREWED <br />PER FASTENER <br />SCFIEDULE <br />LAUN. <br />4 3/4' <br />PRE -EN=' R.00RM— <br />SYSTEM (SEE FLOM <br />RFAMWG SHEET) <br />NOTE, <br />STAIRS RISERS TO CONFORM TO FSCR <br />TTH EDITION (2020) <br />MIN. TREAD•N0' MAX. RISER-1 3/4' <br />STAIR DATA: <br />9/W' MAX VARIATION M <br />ISR i 152' <br />RISERD/rOMADS ADJACENT TO EAG4 <br />i4 TREADS • <br />OTHER 3/S' MAX VARIATION W ANY <br />10'♦ V NOSINs <br />RISERRIEAD HANDRAIL CIRCULAR <br />CROSS SECTION CIA TO BE 1 1/4' •-1/4' <br />OR PROVIDE EQUIVALENT <br />GRASPABILITY WINDERS- MM. &' WIDE • <br />NARROW END MIN II' WIDTH . 12' FROM <br />NARROW END 34' MIN. HANDRAIL W.T. <br />BSTAIR SECTION <br />SCALE: 1/2'•I'-0' <br />NOTE. <br />-ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER <br />STAIR SUWACE AND ANY DOTITS <br />PROTECTED ON THE ENCLOSED SIDE <br />IWTH In' GYP" BOARDS. POCK W.T. <br />THE CLEAR SPACE BETWEEN <br />1 112" THE HANDRAIL AND THE WALL <br />MIN. SHALL 5E NO LESS THAN 1 1/2' <br />HANDRAIL • 36' AS PER FE5CR R311.1.8.2 <br />W/ 2X4 RE-MFORCING <br />NOTE: <br />HANDRAIL ENDS SHALL 5E <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 I4'1: 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 LAR5EST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/5'. <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 5ARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.5.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />HDR. DTL. <br />D SCALE: 1/2 • I'-0' <br />NOTE: HEADER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />04 <br />m <br />d <br />2sa <br />F <br />6 <br />O <br />9VH3IV Ae LATra <br />ABBOTT PARK <br />LOT #19 <br />BLK #12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-19121 <br />MOD= <br />4EHB <br />"2605-HAYDEN" <br />GARAGE BVnKG: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />DAPS: 02/08/22 <br />9CALE: 1/4"=1'-0" <br />9I== <br />A 1 ALJ <br />