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CITY OF SANTA ANA <br />Planning and Building Agency1 <br />U <br />1001 z <br />A <br />Q <br />4'-11" <br />Z < Cfl <br />m Q <br />� YM <br />n Z U oil <br />1 -4 2'-7„ 1 -0" Q o <br />D-E_ — — — D.E. m m o <br />IL <br />Ij <br />L CO <br />r — — X <br />Uj N ❑ — — O <br />J <br />ap C 04X4.5 <br />U U <br />8X10 <br />U-! A UA 43 1/4" HG. GUARDRAIL & <br />N 0 — — — — — :D <br />4 MIN. HG. KICKPLATE AT <br />EDGES AS SHOWN TYP. <br />`1/2" CAP PLATE W/ m Q <br />— — — — — 1/2" BOLTS, TYP. w <br />CL <br />--�--� o <br />L _ _ _ _ _ J <br />(2) SPECIAL WELDED IBC STAIR ASSEMBLIES <br />FROM (0'-0" TO T-6") CONSIST OF: <br />T w (6) RISERS @ 7" = 42" — <br />L <br />4-11N8 (5) 48 WIDE TREADS @ 11 + 1 1/8+ 112„ = 56 5/8 <br />1001 OVERALL <br />STAIR WD <br />X—OVER FRAMING PLAN <br />DESIGN LOAD: 100 psf LIVE LOAD + 10 psf DEAD LOAD = 110 psf TOTAL LOAD <br />TOP OF STEEL: X-5 " <br />MAX POINT LOAD FOR UNSUPPORTED DECK = 300 LBS. <br />COLUMN LOADS K AND <br />K-FT <br />TOTAL <br />BASE <br />BASE <br />MARK <br />LIVE LOAD <br />DEAD LOAD <br />LOAD <br />SHEAR <br />MOMENT <br />A <br />0.6 <br />0.1 <br />0.7 <br />0.2 <br />0.6 <br />LOADS ARE UNFACTORED SERVICE LOADS IN KIPS. <br />UNFACTORED SERVICE <br />LOADS INCLUDE ALL APPLICABLE SEISMIC, WIND, AND <br />SNOW LOADS. BASE <br />SHEAR IS SEISMIC BASE SHEAR AT FLOOR. <br />MINIMUM FRAMING CLEAR HEIGHT AT CONVEYOR <br />FRAMING <br />MEMBER <br />MEMBER <br />DEPTH <br />MEMBER <br />T.O.S. <br />CLEAR AT <br />BEAM <br />C4X4.5 <br />4" <br />3'-5 " <br />T-1 " <br />X—OVER DECK PLAN <br />TOP OF DECK: 3'-6 " <br />(SEE PROJECT DETAILS FOR DECK FASTENING PATTERN) <br />(DECK EDGE (D.E.) EXTENDS TO RAIL UPRIGHTS U.N.O. ON FRAMING PLAN) <br />(MEASURE AND LOCATE D.E. OFF OF STRUCTURE FOR ALL D.E. DIMS ON FRAMING PLAN) <br />&1 <br />Approved <br />., <br />FOR �zilk isMand <br />JnTd--ata15,rVr'iA 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: 4r.,. <br />SCALE <br />i <br />_1 <br />QIxIXIUIWIxIm <br />�J-)m <br />N <br />O <br />N_ <br />N <br />O <br />N_ <br />N <br />O <br />N <br />co <br />❑ <br />❑ <br />❑ <br />U <br />U <br />U <br />w <br />w <br />w <br />z <br />O <br />� <br />w <br />F <br />O <br />w <br />w <br />w <br />z <br />w <br />O <br />0 <br />0 <br />0 <br />p <br />a <br />Q <br />a <br />O <br />O <br />O <br />w <br />a <br />U) <br />C0 <br />U) <br />w <br />z <br />> <br />O <br />Of <br />U <br />U <br />U <br />Ow <br />Of <br />O <br />x <br />w <br />w <br />w <br />w <br />w <br />❑ <br />a- <br />w <br />w <br />❑ <br />w <br />❑ <br />❑ <br />❑ <br />❑ <br />Lu <br />N <br />Q <br />U) <br />J <br />d <br />U) <br />U) <br />U) <br />w <br />z <br />x <br />w <br />w <br />w <br />x <br />LL <br />0- <br />X <br />X <br />X <br />N N N N N N <br />O O O O O O uJ <br />CO O O - Q <br />L It It <br />0 0 0 0 0 0 <br />1/4" = 1' <br />PLAN NORTH MAY <br />NOT ALIGN WITH <br />TRUE NORTH <br />ENGINEER STAMP I <br />r AMA 1�� <br />�w <br />i <br />1 � ✓4i/�/I`C <br />EXPIRES <br />12-31-2025 <br />DATE DRAWN: 2025/04/10 <br />SALESPERSON: JWP <br />PROD. ENGINEER: TRD <br />PROJ. MANAGER: PD <br />SSI Phase: MPH1 <br />(FOR INTERNAL USE) <br />DRAWING DESCRIPTION: <br />X-OVER <br />FRAMING & DECK PLAN <br />FIELD LOCATED <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 - 10 <br />