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Roof Color:Not by CBCWall Panel Type:Not by CBCRoof Panel Type:
<br />30'-0Back Eave Ht.:30'-0Front Eave Ht.:210'-0Building Length:100'-0Building Width:Building Information
<br />?? = Part Mark to be determined and will be updated on For Construction drawingsU.N.O. = Unless Noted OtherwiseO.C. = On CenterGa. = Gauge Typ. = TypicalN.S. = Near SideF.S. = Far Side T.B.D. = To Be DeterminedMin. = MinimumFlg. = Flange Stiff. = StiffenerMax. = MaximumDia. Diameter Rev. = RevisionM.B = Machine boltsB.U. = Built-Up Req'd = RequiredHt. = HeightB.S. = Both Sides PL. = PlateH.S.B. = High Strength BoltsA.B. = Anchor Bolts
<br />GLOSSARY OF ABBREVIATIONS
<br />104/02/2021SAHRevised per C.O. #1REV.DATEBYPLOT DATES:PLOT DATES:PLOT DATES:PLOT DATES:CUSTOMER:CUSTOMER:CUSTOMER:CUSTOMER:LOCATION:LOCATION:LOCATION:LOCATION:CBC JOB No.CBC JOB No.CBC JOB No.CBC JOB No.DEALER:DEALER:DEALER:DEALER:SHEETSHEETSHEETSHEETOFOFOFOFDATEDATEDATEDATEDRAWNDRAWNDRAWNDRAWNENGR. APR.ENGR. APR.ENGR. APR.ENGR. APR.SCALESCALESCALESCALE1ASMANTECA, CA 95336 10MANTECA SPORTS PARKGENERAL INFORMATIONBGCDeGRAFF DEVELOPMENTC20D0407A01/14/20214. Clark County, Approved
<br />Type I Fabricator No. SP07-0091.3. City of Riverside, CA. Approved
<br />Type I Fabricator No. 1436.2. City of Los Angeles, CA. Approved
<br />Approved Fabricator AC-472, MB-152.1. IAS International Accreditation Services, Inc.Product Certifications
<br />one shop coat.framing, cables, bolts and screws shall receiveAll Steel members except galvanized secondary7. Shop Coating:
<br />A36 Material.Anchor Bolts (Not By CBC) Sized Based onturning element. Machine Bolts, ASTM A307.High Strength Bolts, ASTM A325-N, Washer under6. Bolts:
<br />Rect. HSS, ASTM A500 Grade B, Min. Yield 46 ksi.Round HSS, ASTM A500 Grade B, Min. Yield 42 ksi.Pipe, ASTM A53 Grade B, Min. Yield 35 ksi.5. Bracing and Columns:
<br />Rods , A529 Grade 50Angles, ASTM A36, Min. Yield 36 ksi.Cables, ASTM A475 Extra High Strength Grade.4. Bracing:
<br />24Ga Painted Galvanized, ASTM A653 G90, AZ55 Grade 5026Ga Painted Galvanized, ASTM A653 G90, AZ55 Grade 50 & 8024Ga Painted and Unpainted ZA., ASTM A792 AZ50, Grade 5026Ga Painted and Unpainted ZA., ASTM A792 AZ50, Grade 50 & 803. Roof & Wall Covering:
<br />Grade 55, Min. Yield 55 ksi.Galvanized 16Ga, 15Ga. 14Ga, 13Ga, 12Ga, ASTM A653 G90,2. Secondary Framing:
<br />Flanges, ASTM A529, A572, Grade 55Web Plates, ASTM A529, A572, A1011, Grade 551. Primary Framing:Material Specifications
<br />Wall Trim Color:Roof Trim Color:Wall Color:
<br />Building Code, 2019 Edition (CBC 2019).in compliance with the pertinent provisions of the CaliforniaThis steel building is designed utilizing the following loads,Design Loads
<br />CBC Steel Buildings.2) Slip critical connections are not required bydesign category "D", "E" or "F".connections if located in seismic performance/primary framing, bolted bracing, and strut1) Pre-tensioning of A325 bolts is required on
<br />(Made with A325 Bolts)Special Bolting Connection Inspection Req.
<br /> the inspection process. administration or costs associated with Buildings shall not be responsible for A490 Bolts (AISC Fifteenth Edition). CBC Steel for Structural Joints Using ASTM A325 or may be used as permitted in the Specification laboratory. Alternate methods of tightening the supervision of an independent testing method of tightening is recommended, under strength bolts. The Turn of the Nut2. Special inspection is required for high
<br /> special inspection is required. required due to any field modifications, Buildings. However, if any field welding is No field welding is required by CBC Steel above Certifications. according to the approved status of the1. Shop Welding inspection is not requiredInspections
<br />Structural Welding Code (AWS D1.1, 2015).5. American Welding Society,
<br /> 2018 Edition (MBMA, 2018).4. Metal Building Manufacturers Association,
<br />2016 Edition (AISI S100-16).3. American Iron and Steel Institute,
<br />Fifteenth Edition (AISC 360-16 & AISC 341-16).2. American Institute of Steel Construction,
<br />2019 Edition (CBC 2019).1. California Building Code,
<br />recommendations of the following Codes.utilizing the pertinent provisions andwith the CBC specifications and standards,The design of this structure is in complianceCodes & Specifications
<br />Steel Fabricator No. 404.
<br />Special Notes
<br />3) 1 2/" A325 bolts do not require pre-tensioningunless noted.For Construction
<br />intended for the ANCHOR BOLT PLAN to be poured.as piece markings have not been identified, nor is itofficial or others. This set is not intended for construction,These drawings are Final and are for review by the buildingFor Permit
<br />to be used for the permit or construction process.These drawings are conceptual only and are notPreliminary:Drawing Status
<br />(2) 20plf Divider Curtain @ FL 6,9(6) 2,350# Baskets(6) 1,500# RTUsOther Loads:
<br />R = 3.25, Omega = 2.0, V = CsW, Cs = 0.19 Ordinary Concentrically Braced Frame (OCBF)Longitudinal Direction:R = 3.5, Omega = 3.0, V = CsW, Cs = 0.17 Ordinary Moment Frame (OMF)Lateral Direction:Equivalent Lateral Force Procedure
<br />Seismic Design Category: DSeismic Site Class: DSds = 0.61 Sd1 = 0.39Ss = 76.0% S1 = 29.1%Impt. Factor: 1.0Risk Category: IIEarthquake Load
<br />Kzt _____________ 1.0Impt. Factor _____________ 1.0Wind Enclosure _____________ Enclosed GCpi = ±0.18Exposure _____________ CWind Load, Speed ____________ Vult: 93 mph Vasd: 72 mph
<br />Impt. Factor _____________ 1.0Ce _____________ 1.0Snow Load, Ground _____________ 0 psfSnow Load, Roof _____________ 0 psfLive Load Reduction Allowed ____ YesLive Load ___________________ 20 psfCollateral Load ______________ 6.0 psfBuilding Dead Load ___________ 7.5 psf
<br />the Engineer of Record for the entire project.department. CBC Steel Buildings and the undersigned are "NOTthe following loads meet the requirements of the local buildingThe Builder and/or the Engineer of Record must confirm that
<br />Codes and Specifications referenced on this page.accordance with the Wind Load provisions of the applicableBuildings, must be designed as Structural Components inAll accessories such as doors, windows, etc. not by CBC Steel
<br />N/A
<br /> facilities are accredited by IAS AC472. Nucor facility shall be made. All CBC/NBG documents, no inspections by CBC or at any not specifically included in CBC sales relevant authority. If such requirements are assurance testing agency approved by the owner shall employ a third-party quality inspections are required, the builder and/or builder and/or owner. In the event the required it shall be the responsibility of the responsibility of CBC, and to the extent (collectively, "inspections") are not the during construction and/or steel fabrication required by governmental or other authority3. Special inspections and testing that may be
<br />X
<br />Erection drawings, identified as "Detailed for Fabrication".
<br />N/AN/AN/A
<br />N/A
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<br />21-0396
<br />LUMEN ARCEO
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