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i <br />DELL. <br />TOP <br />PLATE 9 <br />m <br />BAR DETAIL ARCH DTL. <br />A SCALE= IR'•i'-0' B WALE, I/2'•I'-0' <br />a <br />IO'-0 3/4' 2ND FIN. FLR <br />V-8' BRIG. HGT. <br />42' µ WALF WALI <br />UV GAP <br />3AV TAG SUB FLOOR <br />GLUM A SC161W <br />PER FASTENER <br />xweea-E <br />PRE-ENG. PRAMNG <br />MEI.I9ER TRINSES <br />STD MORM TO CONFORM TO FBCR A.TH <br />EDITION (20I1) <br />MIN TEAD.10' MAX RISER.T 9/4• !A6' STAIR DATA: <br />MAX VARIATION IN RISERS(IREADB 18R l54' <br />ADJIOENT TO EACH OTER 9A)' MAX IS TREADS o <br />VARIATION N ANY RISCRRREAD HANDRAIL lo'• I- NOSMG <br />CIIGLAR CROSS SECTION DIA TO BE 1 3, <br />•-V4' OR PROVIDE EQUIVALENT <br />GRASPAISILITY UINDERB- MIR A.• WDE • <br />NARROW END MIµ II' WIOTW • 12' FROM <br />NARROW END 34' MN. WANDRAIL HST. <br />Nam, <br />-ENCLOSED ACCESSIBLE SPACE LI DER <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />SUFFACE AND ANY SOFFITS PIRO. CTED ON <br />THE ENCLOSED SIDE WITH V2' GYFSUM <br />BOARDS. FBCR 302.1. <br />0'-0' FIN. FLR. <br />(2) LAYERS OF 3/4' PLYWOOD SKCM TREADS TO STtlNGEI! <br />OR (2) LAYERS OF 3/4' SI✓D WSM 3' SO MIS • EA AH U <br />FLOOR MATERIAL RIPS FOR STRINGER WTH FADED SHAW <br />SOLID NAILMG TO EXTEND GEYONO T4IOOESS <br />�\ OF SUB -FLOOR SWEATNIIG <br />\ /4' KICK <br />PLATE 1' MAX. <br />\ N06W. <br />\ I. <br />MIN � <br />STOR. \ \ <br />xv SYP <br />EfORCED <br />OSTRufISSFLOOR ADaNx.dSt WR8e <br />P-400 OR STILARRA <br />\ <br />\ <br />\ <br />HORIZONTAL P N \ <br />2 X 4 RE-INFORCING — <br />a EA. 2 X 12 STRINGER <br />SECURE WMd W-V O.C. <br />U,'C,"'\STAIR SECTION <br />SCALE= 1/1'•i' <br />c \ <br />42' W. I!! <br />/ AW/ <br />CAP <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB MORN S' <br />OF EACH END. 32' O _ MAX <br />HANDRAIL s 36' <br />W/ 2X4 RE-INFOR <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.T82 <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 14'1 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 LAR oEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />m 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 OP 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.G. 2011 <br />NDRAIL SECTION <br />014---11-0. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77;ID;78 <br />FAX:407-774-4078 <br />www.abdes4ogroup.wm <br />AA S: 0003325 <br />of <br />8 <br />w <br />s <br />0 <br />d <br />0 <br />a.. <br />b <br />SUBDIV AR w7il <br />SILVERADO <br />LOT #57 <br />BLK. #6 <br />P1tGJECTQ <br />04128.002-57061 <br />MODXL <br />4EHB <br />"2605- HAYDEN" <br />GARAGE AWING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />150 MPH EXP. B <br />L f <br />0723h <br />A.AR NO <br />DATIM 1/18/19 <br />aCALE: 1/4"=1'-0" <br />axEET <br />A1A <br />