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C <br />TOP <br />PLATE 0 <br />in <br />BAR DETAIL <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUD <br />FLOOR MATERNAL RIPS FOR <br />SOLID NAILING <br />AHU"cum "alwo TO STRINGER <br />WHIP! 3' ocnm • EA <br />STRINGER U0 MREADED SHANK <br />TO EXTEPO BEYOND TNK10ESe <br />OF SUB -FLOOR GWRAWNG <br />/ <br />I <br />/ <br />42' W.In <br />WALL V <br />/ <br />a w <br />CAP <br />/ <br />3/4' KICK <br />F <br />PLATE <br />I' MAX. <br />NOem <br />/ <br />/ <br />I®, <br />n MIN. <br />/ <br />STOR. <br />/ <br />3-2xO GYP STRINGER <br />MI FOROBD W/2X4 6" <br />Q <br />/ <br />W/cOW. BEAD OF <br />�VV OR GIMILLAAIK <br />O <br />/ <br />EA HORIZONTAL RN <br />% <br />2X 411124 1%10 <br />/ <br />• EA 2 X G STRINGER <br />SECURE UN2d 6'-e' OG. <br />MASON4T NAILS 02X4 P.T. <br />SLEEPER INTO SLAB WTWIN S' <br />OF EACH END, 32' OL. MAX <br />42' HIGH <br />HALF WALL <br />W/ CAP <br />I.-V <br />3/4' Tft elm FLOOR 1 .hi U N . <br />CUED A SCREWED <br />FER FASTENER <br />SCHEDULE <br />PRE-ENG'D FLOORING — <br />Wen" (NJ! FLOOR <br />FRAMM SHEET) <br />NOTE, <br />STAIRS RISERS TO C24POW TO FBCR <br />TTH EDITION (2020) <br />MIN TREAD.10' MAX. RSER.1 1/4' <br />STAIR DATA: <br />SAW MAX VARIATION IN <br />1DR • 1.52' <br />RISERSRRIMAD6 ADJACENT TO EACH <br />14 TREADS • <br />OTFER 3M' MAX VARIATION IN ANY <br />10'. 1' NOSING <br />RMER/TFI !AD HANDRAIL CIRCULAR <br />CROSS SECTION DIA TO BE 1 V4' •-1/4' <br />OR PROVIDE EQUIVALENT <br />GRASPABLITY WINDERS- MIN. V WIDE • <br />NARROW END MN. RI' IUOTH • O' PROM <br />NARROW END 34' MIK HANDRAIL HGT. <br />� ) STAIR SECTION <br />NDTIIII <br />MLOND ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER <br />eta1R SURFACE AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH V2' GYPSUM BOARD& FBCR 302.1. <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 11/2, <br />It HANDRAIL o 36' AS PER FBCR R311.1.82 <br />W/ 2X4 RE INFORCMG <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 Ii's 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 LARCTEST 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 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 160-7.8.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />C SCALE, 3/4'.I'-0' <br />HDR. DTL. <br />D SCALE, la . 1'-0' <br />NOTE: HEADER FINISH TO DE PER <br />COMMUNITY STANDARDS <br />MAY <br />1 4, <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />a <br />Ra <br />eIRS <br />I <br />W <br />W <br />f <br />00 <br />J <br />aunDIV. to LOT <br />ABBOTT PARK <br />LOT #22 <br />BLK. #7 <br />PROJECT# <br />04181.000-22071 <br />uoDElu <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />