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Vk- <br />C <br />aeL. <br />TOP <br />PLATE 9 <br />M <br />lk <br />BAR DETAIL <br />A <br />(2) LAYERS OF 3VW PLYWOOD — <br />OR (2) LAYERS OF 1/4' SUB <br />FLOOR MATERIAL RF6 FOR <br />60LID NAILMS <br />SECURE TREADS TO OTRINGER <br />Wxsr6 O' 6cRCu#1 • EA <br />6TRMGER ID7TNOEADED swwc <br />i0 EMEND BEYOND THK2NB06 <br />— — or eue-FLooR aeATHMa — — <br />� enw <br />/ MT6-20 <br />— — — — PRAMNG I <br />42' Hk3H <br />HALF WALL <br />UY CAP <br />r2) 2xV HEADER <br />SEE FRAMMD PLAN <br />r (S) 294 BLOCKING, <br />1 SEE FRAMING PLAN <br />/ <br />C <br />/ <br />I' MAX. / <br />NOSING / <br />0 <br />10, / <br />U <br />42' R N <br />/ <br />UAe1L kw <br />CAP <br />r / <br />uj <br />STAIR DATA: <br />I4 PAN. <br />W <br />TSB. <br />U <br />/ 10'• 1' N08MJG <br />J t0 <br />3/4' KICK <br />PLATE / 2 X 4 RE-UNDMNG <br />• F.& 2 X 2 671043M <br />r <br />SELTSSE U#Qd 6'-V OG. <br />m <br />3-2.12 6YP STRINGER <br />F ERV OR= UV2X4 6" <br />/ WCONr. BEAD OF <br />/ 61I154'LOOR APWAIVE <br />FL-400 OR SIMILARE • <br />EA HOFnzoNTAL Rw <br />2X4 ATTA"W W/ Wd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO GLAD WITHIN 6' <br />OP EACH END. 312' O.C. MAX <br />STAIR SECTION <br />BSCALE. W-I'-W <br />3/4' 2ND FIN. <br />PRE-ENG'D FLOORING SYSTEM <br />�(on FLOOR FRAMMG GWM) <br />(2) 2H8 HEAOM <br />an PRAMMG M-ATI <br />6TAIM MOM TO CONIA0101 TO FBCR <br />17W MOTION (2020) <br />MM. TMAP-IO' MAX MOER-1 S/4' <br />SAW MAX VARATION IN <br />RI6EROMWVAD0 ADJACENT TO EACH <br />OTWM "'MAX VARIATION IN ANY <br />RISER/TMEAD HANDRAIL CIRCULAR <br />CR066 SECTION DIA TO BE i V4' .-114' <br />OR PROVIDE EOWVALENT <br />GRA6PADILITY U✓ 40E W MM. W WIDE • <br />NARROW END MN M' WDT44 • I2' PROM <br />NAMWW END 34' MIN. HANPRAU- HST. <br />$INCLOSED ACCEMNA SPACE iNMR <br />STAMM W&L 444VE ".L&, UNOM <br />STAIR SURFACE AND ANY GOMM <br />PROTECTED ON THE ENG.oeED 61DE <br />UITH V2' AYP" BOARDS. FBCR 302.1. <br />HANDRAIL • 36' <br />W/ 2X4 RE-W-OR <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1.8Z <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 li'a 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 I/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO 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'IB.I / F.B.G. 2020 <br />HANDRAIL SECTION <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PN; 407-774.807E <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #; 000332E <br />SUBDM & LOT <br />ABBOTT PARK <br />LOT #1 <br />BLK. #13 <br />PROJECT <br />04181.00 -01131 <br />MODEL: <br />3EEB <br />"2260—ELSTON" <br />GARAGE 9WMG: <br />RIGHT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />160 JMPH <br />PL <br />a <br />NO <br />DJLUqT <br />ATE• 6/14/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />A1A <br />