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DBL. <br />TOP <br />PLATE e <br />Nl <br />BAR DETAIL <br />A SG ALE:: I2'•I' <br />ARCH DTL. <br />B SCALE: I/2'=1'-0' <br />10-0 3/4' 21,10 FIN. FLR <br />W-$' BRG. W.T. <br />42' H. HALF WALL <br />W/ CAP <br />3/4' T�. 8U6 FLOOR <br />GLUED 4 SCREWED <br />FER FASTENER <br />SCHEDULE <br />FRE-ENO. FRAmw. <br />•IB MEER TRUSSES <br />NOTE: <br />STAIRS RISERS TO C0WORM TO FBCR 6TH <br />EDITION (7011) <br />MIN. TREAD-10' MAX RISER.1 3/4' 3/16' STAIR DATA: <br />MAX VARIATION IN RISERS/TREADS 16R ®1.54' <br />ADJACENT TO EACH OTHER 3/8' MAX 15 TREAD$ <br />VARIATION IN ANY RISER/TREAD HANDRAIL I0'+ I' NOSING <br />CIRCULAR CROSS SECTION CIA TO BE 1 3/4' <br />.-1/4' OR PROVIDE EQUIVALENT <br />GRASPABILITY WINDERS- MIL W WIDE <br />NARROW END MIN II' WIDTH • 12' FROM <br />NARROW END 34' MM. HANDRAIL W.T. <br />NOTE: <br />ENCLOSED ACCESSIBLE $PACE UNDER <br />STAIRS SHALL HAVE WALL$, UNDER STAIR <br />SURFACE AND ANY SOFFITS F'ROTECTED ON <br />THE ENCLOSED SIDE WITH 1/2' GYPSUM <br />BOARDS. FBCR 302.1. <br />0'-0' FIN. FLR <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR <br />LOOO NAI IWMATERIAL RIF'S FOR <br />SOLID <br />SECURE TREADS TO STRINGER <br />w/(3)-S 3' 61-IREWB • EA <br />STRINGER WTHREADED SHANK <br />TO EXTEND BEYOND THICIQJE65 <br />OF SUB -FLOOR SHEATHING <br />PLATE r nax. <br />\ NOSING <br />\ <br />MIN <br />STOR. `\ <br />3-2x12 SYP STRINGER <br />\ <br />REINFORCEDW/tX4 8PF <br />W/CONT. BEAD OF <br />\ <br />8UB-FLOOR ADHESIVE <br />\ <br />PL-400 OR SIMILARE <br />EA HORIZONTAL RUN <br />\ <br />2 X 4 RE -FORCING — <br />EA. 2 X 12 STRINGER <br />SECURE W/12d 6'-5' O.C. <br />STAIR SECTION <br />AUTT <br />THE CLEAR SPACE BETWEEN <br />\ <br />1 112" THE (HANDRAIL AND THE WALL <br />\ <br />MIN. SHALL BE NO LE55 THAN 1 1/2' <br />HANDRAIL a 36' AS PER FBCR R311.18.2 <br />\ <br />W/ 2X4 RE-INFORGN6 <br />42' H.1/2 <br />NOTE: <br />WALL LLV <br />HANDRAIL ENDS SHALL BE <br />CAP <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />° <br />3Z <br />z � <br />NOTE: <br />Ew <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CR055 SECTION WITH A <br />0 L) <br />DIAMETER OF Ij'i 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />N <br />0 <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />A LA5 3E5T CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />L.— <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 />NAILS.7X4 P.T. <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />INTO o, SLAB WITHIN e' <br />?!D, 37' O.C. MAX <br />STRESSES- PER SECTION 160�8.1 / F.B.C. 201'1 <br />HANDRAIL SECTION <br />DSCALE: 3/4.-1'-0' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />W Ww.abdeslgngroupxom <br />AA#: 0003325 <br />F <br />W <br />h <br />h <br />z <br />F <br />4 <br />h <br />9 <br />YS <br />SUB—DIV. 8e LOT: <br />SILVERADO <br />LOT #8 <br />BLK #7 <br />PROJECT# <br />04128.002-08071 <br />MODEL' <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />DETAILS <br />50 MPH EXP. <br />RObM A A903GHACRA <br />4 AR NO 93723 J <br />PRINTE: Ol 17 19 <br />DAT <br />SCALE: 1/4"=1'— 0" <br />SHEET <br />Al A. <br />