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k <br />DBL. <br />TOP <br />PLATE 9 <br />M <br />BAR DETAIL <br />A SCALE: F.C. <br />LAUN. <br />5'-0' 5RG. WIT, <br />4. <br />HALF I <br />W/ <br />OF 3/4' PLYWOOD <br />LAYERS OF 3/4' 81MMATERIAL <br />RIPS FOR <br />NAILMG <br />9/GLuOG. 6M FLOOR <br />W <br /><0)ERS <br />STR <br />/ <br />LSCHMOUM <br />a ! <br />/ <br />'--PRE-ENG'D FLOORING <br />SYSTEM (SEE FLOOR <br />\ <br />FRAN1114G SHEET) <br />\ <br />S A RB RISERS TO CONFORM TO FECK <br />TTH EDITION f20701 <br />\ <br />MIN. TFEAD•10' MAX RISER•T 3/4• <br />3AW MAX. VARIATION IN <br />STAIR DATA: <br />\ <br />RIOERB/TREADS ADJACENT TO EACH <br />SR • 152' <br />\ <br />OTHER 3/8• MAX VARIATION IN ANY <br />14 TREADS • <br />\ <br />RISER/TREAD HANDRAIL CIRCULAR <br />10'. V NOSING <br />G8S o0SECTION DIA. TO BE 1 V4' •-V4' <br />OR PROVIDE EQUIVALENT <br />S T 0 R <br />GRAOPAINLITY WINDERS- MIN 6' WIDE <br />. <br />NARROW END MIN. II' WIDTH • 12' FROM <br />NARROW END 34' MIN. HANDRAIL W.T. <br />3-2.12 aYP STRINGER <br />NOTL <br />REINFORCED WAIX4 6" <br />•ENCLOSED ACCE861BLE SPACE INDER <br />W/CONT. BEAD OF <br />STAIRS SHALL HAVE WALLS, UNDER <br />am -FLOOR 'a'DFEAVE <br />STAIR SUFIFACE AND ANY $OMITS <br />PL-400 OR SIMILARE - <br />I•ROTECTED ON TIe ENCLOSED SIDE <br />EA HORIICNTAL R N <br />WITH V2' GYPSUM BOARDS. PECK 3MA <br />11 X <br />2 X 12 STRIW.Eft <br />• EA 2 X 0 STRINGER <br />eealRE wn2a r-a' oa. <br />STAIR SECTION <br />B SCALE: i/2' • 1'-0' <br />3/4' KICK <br />PLATE I' MAX. <br />0' N081NG <br />MIN. <br />9 TO 8,'RINGI9t AHU <br />WS • EA <br />REArrONDD WI <br />THE CLEAR SPACE BETWEEN <br />SHEATHING 1 1/2" <br />THE HANDRAIL AND THE WALL <br />MIN. <br />SHALL BE NO LESS THAN 1 1/2' <br />\ HANDRAIL • 36' <br />AS PER FBCR R311.1.82 <br />\ W/ 2X4 RE-INFORCING <br />\ <br />NOTE; <br />\ <br />HANDRAIL ENDS SHALL BE <br />( CAP L <br />RETUNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />�\ <br />TE <br />�o <br />2X4 ATTACHCD W/IOd— <br />MASONR'Y NAILS • 2X4 P.T. <br />BLEEPER INTO BLAB WITHIN 8' <br />OF EACH END, 32' OC. MAX <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 fo 1/4' AND <br />A LAIWzEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />o SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />g 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.C. 2020 <br />HANDRAIL SECTION <br />O <br />f- <br />HDR. DTL. <br />D scALEI/2 I'-0' <br />NOTE: HEADER FINISH TO E5E PER <br />COMI'ANITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />F <br />q <br />u <br />m <br />C <br />® <br />c <br />v <br />N <br />W <br />0 <br />II <br />RsvHDiv el: LAT: <br />ABBOTTPARK <br />LOT #9 <br />BLK #14 <br />PHASE #4C <br />PROJECT# <br />04181.04C-09141 <br />MODEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />PRINT 02/07/22 <br />DATE: <br />SCALE: 1/4"=1'-0" <br />SHEET <br />A.1 A. <br />