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C <br />TOP <br />PLATE 0 <br />m <br />BAR DETAIL <br />A SCALE:1/2'.1'-0' <br />9 <br />9 <br />DIM. VARIES <br />ARCH DTL. <br />B SCALE: i/1'.I'_®i/1'.I'-®• <br />AHUTO <br />SECURE TREADS TO STRINGER <br />W030% 3' SCREWS • EA <br />GTRNGER UNTNREAMID SHANK <br />EXTEND WYOND THICKNESS <br />OF SM-FLOOR SHEATHING <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SM <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILNG <br />' K HALF WALL <br />W/ CAP <br />3/4' TNG"FLOOR <br />GLUED N SCREWED <br />PER FASTENER <br />Gc Qcy. LE <br />9'-4 3/4' 2ND FM. PLR <br />/ <br />8'-0' ERG. HOT. <br />PRE •ENG'D <br />/ <br />PL INd. SYSTEM <br />42' H. 1/2/ <br />KICK / <br />(SEE FLOOR <br />WALL <br />AP G <br />rMAX <br />PLATE <br />/ <br />PRAMNG SHEET) <br />NOGI <br />STAIRS RISERS TO CONFORM TO FECR STH <br />@ <br />y MN. / <br />STAIR DATA: <br />EDITION (tin) <br />MIN TREAD.W' MAX RIGER.T 3/4' 3/IS' <br />ISR • 108' <br />MAX VARIATION IN RlSEUIMIYEADS <br />S T O R <br />14 TREADS . <br />ADJACENT TO EACH OTINER SW MAX <br />VARIATION IN ANY RIGER/IREAD HANDRAIL <br />. <br />10'. I' NOSMG <br />CIIICILAR CROSS SECTION DIA TO SE 1 114' <br />NT <br />REx D OF: <br />• <br />AdWL WI MIN. &' UDENAPO= <br />END <br />s4'' IMIIN.F�ORAIL <br />L <br />/ <br />BUD -FL, INEA ADHESIVE <br />KAR M � HST. <br />m u <br />/ <br />SIMI • <br />tR.4-ON <br />N <br />44120TAALRA <br />NOTEL <br />'ENCLOSED ACCESSIDLE SPACE UNDER <br />O <br />EA 2 Rm STRINGER • <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />S AIrACE AND ANY SOPPITS PROTECTED ON <br />/ <br />SECURE umd Y-S'BOA <br />THE ENCLOSEDERR SIDE WITH 1/2' GYPSt3'T <br />/ <br />MAMMY NASA • 2X4 F.T. <br />BLEEPER INTO GLAD WITHIN S' <br />OF EACH END. 32' O.C. MAX <br />STAIR SECTION <br />C SCALE: �ALE: <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL 0 36' AS PER FBCR R311.19Z <br />W/ 2X4 RE-II'FORCMCs <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 1i'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$.C. 2011 <br />HANDRAIL SECTION <br />D SCALE:3/4'•I'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />wwwsbdesigngroup.com <br />AA M: 0003325 J <br />$ <br />e <br />o <br />s <br />a <br />O <br />ausD:v ae TJOT: <br />ABBOTT PARK <br />LOT #45 <br />BLK #9 <br />PROJWT <br />04181.0 U-45091 <br />MODs:4 <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SY n:tO: <br />RIGHT <br />PAGZ: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />IM <br />w L.ID12/06/19 <br />CA: 1/4"=1'—O" <br />*EM= <br />A1A <br />