Laserfiche WebLink
C <br />DCL. <br />TOP <br />PLATE 0 <br />BAR DETAIL <br />A SCALE:Ia'.1'-m' <br />ARCH DTL. <br />(,)ARCH <br />1/2'.I'-V' <br />42' k HALF WALL <br />W/CAP <br />3/4' TAG SUB FLOOR <br />GLU>•D a SCREWED <br />PER FASTENER <br />SC49OLLE <br />V-4 3/4' 2ND FIN. FLR <br />8'-0' 1"Q3. HGT <br />FLOORING SYSTEM <br />(SEE FLOOR <br />FRAMNG "FT) <br />STAIRS RISERS TO CONFORM TO PBOR STFI <br />EDITION (26M) <br />MIN. TREAD.10' MAX RlSER•T 3/4. 3AS' STAIR DATA: <br />MAX VARIATION IN RISERS/TREADS *R • 10b <br />ADJACENT TO EACH OTW R 9/S• MAX IS TREADS • <br />VARIATION IN ANY RISEtvn�AD FNUVD.L 10'• I' NOSING <br />CIRCU LAR CROSS SECTION DIA TO eE 1 V4' <br />«114. OR PROVIDE EOUIVALENT <br />GRASPASILITY WINDERS. MIN. S' WOE . <br />NARROW END MIN. II' MOTH • O' FROM <br />NARROW END 34' MPL HANDRAIL MY. <br />ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />&MACE AND ANY SOFFITS PROTECTED ON <br />THE ENCLOSED SIDE WITH IR' GYPSUM <br />OOARD& FBCR SMA <br />(2) LAYERS OF 3/4' PLYWOOD SECURE TREADS TO STRURR <br />OR (2) LAYERS OF 3/4' Zj WH37! $' SCREWS • EA <br />FLOOR MATERIAL RIPS FOR STR14GM UNTHREADED SRAW <br />SOLID N\ o BEYOND m AH U <br />\ <br />\ 3/4' KICK <br />I <br />IC <br />\ <br />PLATE I' MAX <br />W. <br />I®' <br />\ <br />MIN. 21 <br />STOR. \ <br />\ <br />3.2x0 STP STRN76R <br />\ <br />REINFORCED UdX4 SFF <br />\ <br />wicow. eEAD OF <br />SUB -FLOOR ADHESIVE <br />\ <br />PL-4M OR SMILARE • <br />\ <br />EA HORIZONTAL RUN <br />\ <br />2 X 4 RE-INFORCING <br />EA 2 X 12 STRINGER <br />SECURE WA2d i'-V <br />OG. <br />STAIR SECTION <br />C SCALE, 1/2'.1'-V' <br />\� <br />SLEEPER INTO SLAB WTNN 6- <br />OF EACH END, 32' OC. MAX <br />HANDRAIL • 36' <br />W/ 2X4 RE-INFOR <br />42' k 1/2 <br />WALL UY <br />OAP <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1B2 <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't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />� o <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />� <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.B.G. 2011 <br />HANDRAIL SECTION <br />D SCALE, 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA /: 0003325 <br />3 <br />cl <br />aUBDM & LOT: <br />ABBOTT PARK <br />LOT #35 <br />BLK #8 <br />PROJECT <br />04181.00t35083 <br />MODEL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SwtNG: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />