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CITY OF SANTA ANA <br />Planning and Building Agency1 <br />BEAM <br />(SEE PLAN) <br />1 1/2" y �r <br />TYP. <br />3" <br />TYP. <br />H.S.S. <br />COLUMN TUBE <br />(SEE PLAN) <br />NOTES: <br />- BOLT DIAMETER NEEDS <br />TO MATCH PLATE <br />THICKNESS <br />- FIELD DRILL 13/16" BOLT <br />HOLES IN BEAM FLANGE; IF <br />COLUMNS ARE FIELD <br />LOCATED <br />1/2" COLUMN <br />CAP PLATE <br />(4) 1 /2"0 BOLTS <br />w/ WASHER & NUT <br />S TA NDA RD CA P PLA TE <br />(FRONT VIEW) <br />(WITH 112" CAP PLATE & 112"0 BOLTS) <br />2 112" LG. X 7 GA. SADDLE w/ ROUNDED EDGES <br />SUPPORTING 1 1/4" STRUCTURAL STEEL PIPE. <br />CONTINUOUS HORIZONTAL PIPE ATTACHED WITH (2) <br />12-14 X 1" LG. #3 PAN HEAD SELF -DRILLING <br />SELF -THREADING SCREWS <br />2" X 2" X 11 GA. TUBE RAIL UPRIGHTS VERTICAL <br />UPRIGHTS ARE SPACED AT T-9" ON CENTER <br />(MAX). P/N#: 10010-RUP <br />BEAM <br />GAGE <br />1 /2" <br />TYP. i <br />H.S.S. <br />COLUMN TUBE <br />(SEE PLAN) <br />BEAM <br />(SEE PLAN) <br />NOTE: <br />• WELD TO MATCH THE <br />COLUMN THICKNESS (UF <br />TO 1 /4"). <br />TYP <br />STANDARD CAP PLA TE (SIDE <br />VIEW <br />(WITH 314" CAP PLATE & 314"0 BOLTS) <br />;tz <br />N >- Q W <br />Lo � O <br />KICKPLATE, 14 GA. X <br />2" X 6 1/2" X 10'-0" L.G. _ <br />�z <br />w� <br />1 " X 1/8" 19W4 = <br />(BLACK) BAR GRATING Y <br />j T.O.D. <br />w <br />C4X5.4 <br />(2) 1/2"0 X 3" LG. BOLTS <br />w/ NUTS & WASHERS <br />(2) 1/2" I.D. X 1 3/8" O.D. <br />WASHERS #12W <br />SPECIAL 7—RAIL CONNECTION @BEAM FRAMING with FORMED <br />RAIL SUPPORT BRACKET <br />with ROOF DECK AND RESINDEK DECKING <br />BEAM <br />3 11/16" r j W8X10 ANGLE PLATE; 3/8" X 2 1/2" X 11 1/8" L.G. <br />2 1/2" 1037-41FA <br />1 5/8" 00 <br />N CHANNEL <br />C4X4.5 <br />CHANNEL <br />C4X4.5 <br />ANGLE PLATE; 3/8" X 2 1/2" X 11 1/8" LG. <br />1037-4FA <br />(SECTION VIEW) <br />3/4"0 BOLTS <br />w/ WASHER & NUT <br />TYP. <br />LTS <br />vvi vvr\ohER & NUT <br />TYP. <br />(PLAN VIEW) <br />CHANNEL TO BEAM CONNECTION <br />&1 <br />Approved <br />., <br />FO �:ilk isMand <br />JnTd-ata155,rVr'i�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 I� <br />Date: <br />SCALE <br />1 <br />_1 <br />1" = 1' <br />¢IXIXIUIxIm <br />U-) <br />CV <br />O <br />N <br />m <br />N <br />O <br />N <br />❑ <br />❑ <br />U <br />U <br />w <br />w <br />z <br />O� <br />Q� <br />O <br />LLI <br />> <br />z <br />z <br />O <br />w <br />w <br />W <br />z <br />O <br />0 <br />0 <br />m <br />a <br />Q <br />j <br />o <br />0 <br />w <br />co <br />U) <br />U) <br />U) <br />U <br />U <br />Ow <br />o' <br />O <br />0 <br />0 <br />❑ <br />a- <br />a- <br />w <br />❑ <br />❑ <br />❑ <br />N <br />Q <br />C/) <br />::j <br />C/) <br />C/) <br />w <br />z <br />� <br />w <br />w <br />cr� <br />w <br />a <br />O� <br />C� <br />N N N N N <br />0 0 0 0 o w <br />N N N cV N I_ <br />co � 0 - - Q <br />CD\ CO N N ❑ <br />co co U-)Lo <br />0 0 0 0 0 <br />I I c I N I IUj <br />r <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 />1;:/►: 11�I: <br />PROJ. ENGINEER: TRD <br />PROJ. MANAGER: PD <br />SSI Phase: <br />(FOR INTERNAL USE) <br />DRAWING DESCRIPTION: <br />ALL PLATFORMS <br />TYPICAL DETAILS <br />NiSTEELE <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 - D ET2 <br />