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CITY OF SANTA ANA <br />�PIPE1-1/4SCH10 <br />—00 <br />LO <br />4 <br />LO <br />in <br />MC 10X8.4 <br />—- <br />4'-11 �3/8" <br />OVERALL STAIR WIDTH <br />0 1 /Alm Mu 1 r7 <br />B-B <br />PIPE1-1/4SCH10----- v <br />ti <br />LO <br />LO <br />LO <br />IO <br />LO <br />LO <br />A -A <br />10010 <br />nnA n r1 M <br />Q TOP TREAD PLATE STAIR <br />2 _ 1/2" <br />ti GAP DECK TYPE <br />r VARIES <br />03, CONCRETE }- <br />oi 1 <br />IRS BRACKET ' <br />A <br />STAIR CONNECTION ANGLE ' <br />1068-LFA OR ANCHORED w/ 3/8" O <br />1051-SCA DeWALT POWER STUD+SD1 <br />CONCRETE ANCHOR. <br />TYPICAL UPPER IBC STAIR <br />CONNECTION TO WIDE FLANGE <br />BEAM FRAMING <br />TYPICAL STAIR <br />CONNECTION TO <br />CONCRETE <br />Planning and Building Agency <br />^�1 <br />,Approved <br />FOR P�zis�Mand <br />1nd4ia af5m5Uri �his- v "C <br />drawingta shown thereon is CONFIDENTIAL <br />and can not be used without priorwritten consent <br />of Steele Solutions, Inc. <br />Master ID: <br />Date: <br />SCALE <br />1 : 16 <br />1 <br />PLAN <br />Qlll�lWlxlm <br />NICIN <br />000 <br />N N N <br />W <br />O <br />X <br />Z <br />O a <br />H <br />d Q Q <br />Q Q Cf) <br />W <br />W Z d <br />Of ry <br />O 0 <br />LL o <br />a W LU <br />W N_ Q <br />� J <br />WQ W <br />Z ry <br />Of LL. d <br />N N N N N N <br />O O O O O O W <br />O N CDN Q <br />O M M N 0 <br />W (0 0 Lf <br />O O O O O O <br />Iffimmmme <br />PLAN NORTH MAY <br />NOT ALIGN WITH <br />TRUE NORTH <br />ENGINEER STAMP I <br />EXPIRES <br />12-31-2025 <br />DATE DRAWN: 2025/04/10 <br />SALESPERSON: JWP <br />DRAWN BY: MCK <br />PROJ. ENGINEER: TRD <br />SSI Phase: <br />(FOR INTERNAL USE) <br />DRAWING DESCRIPTION: <br />ALL PLATFORMS <br />TYPICAL DETAILS <br />STEELE <br />SOLUTIONS <br />1117 E RAWSON AVE PHONE 888-542-5099 <br />SOUTH MILWAUKEE, WI 53172 www.steelesolutions.com <br />PROJECT NO: 10010 <br />PROJ. NAME: COLLECTORS.COM <br />CUSTOMER: S & H SYSTEMS <br />LOCATION: SANTA ANA, CA <br />DWG. NO: 10010 - DET4 <br />