Laserfiche WebLink
V <br />_ 42' HIGH <br />HALF WALL <br />W/ CAP <br />r2)2xR <br />HEADER <br />r2) LAYERS OF 5/4' PLYWOOD <br />SEE FRAMMa PLAN <br />OR e2) LAYERS OF 3/4'" <br />FLOOR MATERLAL RIPS FOR <br />2x4 " BLO <br />BLOCIGMGt <br />SOLID NAILING <br />SEE PLAN <br />SECURE TREADS TO STRINGER <br />S/4' T*G &AS FLOOR <br />W93M 3' SCREWS • EA <br />[e3l <br />GLUED 4 SCREWED <br />STRINGER UNTHREADED SNANC <br />PER FASTENER <br />TO EXTEND BEYOND TNKXNED6 <br />SCHEDULE <br />- OF GILD -FLOOR "ATHMa - - _ <br />W-4 3/4" 2ND FIN. FOR <br />/ <br />THE CLEAR SPACE BETWEEN <br />/ SEE <br />THE HANDRAIL AND THE WALL <br />"20 <br />— — — — <br />a'-m' BRG. HGT. <br />MIN, <br />SHALL BE NO LESS THAN 1 1/2' <br />/ <br />HANDRAIL • 36' <br />AS PER FBCR R311.1.82 <br />PRE-CNa'D FLOOWNG SYSTEM <br />V 2X4 RE'IPPORCING <br />/ <br />C <br />tone FLOOR FRAMING SFEET) <br />/ <br />1' MAX. <br />r2)2"HEADER <br />ON FRAMMa PLAN <br />NOTE: <br />N051NG / <br />HANDRAIL ENDS SHALL BE <br />m / <br />STTAAI S MUM TO CONFORM TO FBCR <br />RETURNED TO THE WALL OR <br />a w <br />w U <br />Z z <br />42' H. In <br />Jf <br />NTH EDITION r2020) <br />MIN. TREAD.IB' MAX RISER-1 W4' <br />TERMINATE INTO A NEWEL <br />WALL uV <br />' <br />!/IS' MAX VARIATION IN <br />RE6ERS/TREAD6 ADJACENT TO EACH <br />POST. <br />i Wl52' <br />STAIR DATd,I <br />PAN <br />OTHER "'MAX VARIATION N ANY <br />FLSERITREAD HANDRAILCIRGY.AR <br />i0 <br />U <br />14 TREADS • <br />. <br />CROSS SECTION DIA. TO DE 1 V4' ..V4' <br />/ <br />10'N P HOSING <br />OR PROVIDE EQUIVALENT <br />-) <br />3/4' KICK <br />GRA6PADILITY UNDER$- MIN.' WIDE • <br />NOTE: <br />Q m <br />0. <br />PLATE / 2 X 4 RE-SPOW-W. <br />• EA. 2 x 12 STRINGER <br />NARROW END MIN. ll' WDTH 0 W FROM <br />NARROW END 34' MM. HANDRAIL HaT. <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />o p <br />/ sEeuRe wvd <br />NOTE, <br />DIAMETER OF li'3 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />C I'-4- <br />1 � � <br />/ 3.2.12 GYP STRINUR <br />RESPORCED UM4 6FF <br />-ENCLOSED A=89011 LE 6PACA kHXW <br />STAIRS SHALL NAVE WALLS. UNDER <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 I/d' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />/ OF <br />SUS -PLOD MAD E" <br />STAIR SURFACE AND ANY SOFFITS <br />� <br />SHALL HAVE A MINIMUM RADIUS OF 1/0'. <br />DHL. <br />PL-4O0 OR 61MILAItE • <br />�C y11.6 .�R 1 <br />Top <br />EA HORIZONTAL RUN <br />0'-®' FIN. FLR. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO PLF <br />PLATE <br />j <br />2x4 ATTA04ED UV Wd <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />m <br />MASONRY NA LS • 2X4 P.T. <br />SLEEPER INTO BLAB UMTHM 0' <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />OFEACH END. 32' orMAX. <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8.1 / F.B.C. 2020 <br />BAR DETAIL <br />A SCALE I/!'.I'-0' <br />B STAIR mSECTION <br />C HAN/DRAIL SECTION <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH; 407.774.6078 <br />FAX: <br />407-774-4078 <br />www.abdealgn8roup.mm <br />AA #: 0003325 <br />K <br />W <br />A <br />O <br />Z <br />CNJ <br />aUDDIV. a LOT. <br />ABBOTT PARK <br />LOT #10 BILK #13 <br />PHASE:4B <br />PROJECT# <br />4181.04B-10 3 <br />MODSIA <br />3EEB <br />"2260-ELSTON" <br />OAItAOS BVIING: <br />RIGHT <br />PADS: <br />STAIR <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />Dann <br />A 10/26/21 <br />BCALS: 1/4"=1'-0" <br />st38ST <br />A1A <br />