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C3 1/2" x 12" GLU-LAMRIDGE BEAM(2) 2x4 DF#1 TOP PLATES1 1/2"1 1/2"1 1/2"1 1/2"MIN. (3) 16d NAILSEACH SIDE - TYP.MIN. (3) #8 SELFTAPPING SCREWSEACH SIDE - TYP.2x4 DF#1 BOTTOMPLATE - SEEFASTENING SCHED.CAP BEAM MODLINECONNECTOR - SEEDET. 3/A-51'-11" HSS POST HEIGHT 1/81/81 3/4"1 3/4"1/82"2"1/82'-8 1/2"3 1/2" x 8" x 3/8" BEARINGPLATE w/ (2) 9/16" HOLESFOR 1/2" LAG BOLTS2"2"3"3"HSS CAP BEAM2x4 DF#1 STUDS @ 16" O.C.HSS 3 1/2 x 3 1/2 x 1/8POST3 1/2" x 9" x 3/8" BEARINGPLATE w/ (2) 9/16" HOLESFOR 1/2" LAG BOLTSHSS 1 1/2 x 1 1/2 x1/8MIN. DIAGONAL BRACE1/845°TYP.1/8TYP.1/8A-CTYP.1/8TYP.1/89'-0 7/8"1 1/4"10'-7 5/16"7/8"1'-2"9'-4 7/16" 1'-8 1/16"3" 1/4" 11 1/16"1'-9 7/8"1'-10 3/8" 1'-11 5/8"TYP.1/8RIDGE BEAM1'-4"2"2"2"2"11 1/16" 2 1/4"3"3"1 3/4"1 3/4"1/4" THICK STEELRIDGE BEAMBUCKET1/4" THICK STEELSTIFFENERBETWEEN STEELPLATES1/4" THICKSTEEL PLATESBOTH SIDESHSS 5 x 4 x 1/8 CAP BEAMHSS 3 1/2 x 3 1/2 x 1/8 - TYP.2x4 DF#1 FRAMINGSECTION AHSS 5 x 4 x 1/8 CAP BEAM2x4 DF#1 FRAMINGHSS 3 1/2 x 3 1/2 x 1/8 - TYP.1/4" THICK STEELPLATES BOTH SIDES1/4" THICK STEEL STIFFENERBETWEEN STEEL PLATESD#12 SELF-TAPPINGSCREWS @ 12" O.C.STAGGERED - TYP.TYP.1/81/4" THICK STEELRIDGE BEAMBUCKETRIDGE BEAMHSS 3 1/2 x 3 1/2 x 1/8BRACE1 1/2"(4) 1/2" x LAGSSCREWS EA. SIDE3"3/4"HSS 4 x 2 x 1/8SUPPORTC3/8"13/4" Ø PIPESPACERHSS 6 x 4 x 1/8CAP BEAMMIN. 5/8" Ø BOLT w/4" x 4" x 1/4" WASHERPLATEMODLINE CAP BEAM CONNECTORSEE DETAIL 3/SD-1HSS 6 x 4 x 1/8CAP BEAM3/8"MODLINE 4"2"4"1/4"8"2"2"2 1/4"4"3/16" 3"3/4"3/4"CAP BEAMS HSS 6 x 4 x 1/8w/ 7/8" DIA. HOLE FOR BOLTCONNECTION BOLT PLATES2 1/2" x 2 1/2" x3/4" PLATETAP FOR 3/4" DIA. BOLTSC6"CONNECTION PLATE8" x 4" x 1/2" PLATE w/(2) 7/8" DIA. HOLES7/8" DIA.3/4" DIA.BOLT TYP.ABCDE1236"10'-10"CAP BEAM @ 8'-0" A.F.F.5"5"10'-0"5" 28'-10" CAP BEAM @ 8'-0" A.F.F. 28'-0" 22'-10"CAP BEAM @ 7'-4" A.F.F.6"10'-11"6"10'-11" 4'-1"1"1 3/8"HSS 6 x 4 x 1/8HSS 6 x 4 x 5/16HSS 6 x 4 x 1/8HSS 6 x 4 x 1/8 HSS 6 x 4 x 1/8 HSS 6 x 4 x 1/8 HSS 5 x 4 x 1/8 HSS 5 x 4 x 1/8HSS 5 x 4 x 1/8HSS 5 x 4 x 1/8 HSS 6 x 4 x 1/8HSS 6 x 4 x 1/8HSS 6 x 4 x 1/8HSS 6 x 4 x 1/8HSS 6 x 4 x 1/8HSS 6 x 4 x 1/8 HSS 6 x 4 x 5/163 1/2" x 12" GLU-LAM RIDGE BEAM (ABOVE)3 1/2" x 12" GLU-LAM RIDGE BEAM (ABOVE)1"1 3/8"1 3/8"1"1 3/8"1"1 3/8"1"1 3/8"HSS RIDGE BEAMSUPPORT - SEEDET. 4/SD-1 - TYP. 21/8TYP.PJP TYP.TOP & CORNERCAP BEAMANCHORS@ 32" O.C. MAX.1 3/8"15'-0"ATYP.1/81/8TYP.HSS 5 x 4 x 1/8 4'-1" HSS 5 x 4 x 1/8HSS 3 1/2 x 3 1/2 x 1/8RIDGE BEAM SUPPORTw/ DIAGONAL BRACESEE DET. 5/SD-1 - TYP. 2CAP BEAM MODLINECONNECTORSEE DET. 3/SD-12SD-1HSS 5 x 4 x 1/8 28'-3"28'-9"CAP BEAM @ 7'-4" A.F.F.1"1 3/8"HSS 6 x 4 x 1/8 HSS 5 x 4 x 1/8 CROSS BRACE5SD-3SD-1P.R.C. STANDARD DETAILS5-Aug-21 4:35 PM These documents are applicable only to the elements and loading criteriaspecifically provided herein. These documents shall not be construed in anyway to specify, certify or design any aspects of the building not containedherein. Specified design criteria are based solely on information provided bythe client and must be verified and approved by the local authority havingjurisdiction. ICC NTA, LLC is not responsible for fabrication or erection. If itis suspected that these documents have been modified, substituted or alteredin any way, contact ICC NTA, LLC at (574) 773-7975 to obtain a file copy.ICC NTA, LLC, 305 N Oakland AveNappanee, Indiana 46550STRUCTURAL ONLYThis certification is for structural design only. All other matters of codecompliance including but not limited to allowable area, fire resistance, andegress are the responsibility of others.Job No.Current Date:Drawn by:Checked by:COPYRIGHT 2021, PUBLIC RESTROOM COMPANY THISMATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLICR E S T R O O M C O M P A N Y A N D S H A L L N O T B EREPRODUCED, USED, OR DISCLOSED TO OTHERSE X C E P T A S A U T H O R I Z E D B Y T H E W R I T T E NPERMISSION OF PUBLIC RESTROOM COMPANY11005CITY of TRACYTracy, CANo.DescriptionDateStart Date:SHEET TITLE:PROJECT NAME AND LOCATION:PROJECT OWNER:06/08/2021DO NOT SCALE - DIMENSIONS PRESIDE24x36 SHEET = SCALE AS NOTED11x17 SHEET = NTSKMNS08/05/20212587 Business Pkwy, Minden, NV 89423Ph: 888-888-2060 Fax: 888-888-1448Building Better Places To Go.LEGACY FILEDS PHASE 1ETracy, CALEGACY FILEDS PHASE 1E - Tracy, CACONSTRUCTION DOCUMENTS08/05/2021CONSTRUCTION DOCUMENTS - 08/05/20215SD-1RIDGE BEAM SUPPORT DETAILSCALE: 1 1/2"=1'-0"4SD-1RIDGE BEAM SUPPORT DETAILSCALE: 1"=1'-0"3SD-1MODLINE CAP BEAM CONNECTORSCALE: 1 1/2"=1'-0"2SD-1MODLINE CAP BEAM CONNECTIONSCALE: 1 1/2"=1'-0"1SD-1TOP OF THE WALL CAP BEAM PLANSCALE: 3/8"=1'-0"CAP BEAM NOTES:#1. ALL HSS CAP BEAMS OVER BUILDING EXTERIOR PERIMETER WALLS SHALL BE INSTALLED 1"FROM INSIDE FACE OF CAP BEAM TO INSIDE FACE OF C.M.U BLOCK WALLS.#2. REFER TO CAP BEAM PLAN FOR LOCATION OF HSS CAP BEAMS OVER BUILDING INTERIORWALLS INSTALLATION.#3. ALL STEEL INTERSECTIONS ARE TO BE WELDED w/ 1/8" CONTINUOUS WELD.#4. ADJUST CAP BEAM ANCHORS ACCORDINGLY IF LANDED ON DOOR OPENINGS. ANCHORS NOT TOEXCEED 32" O.C. SPACING.THIS DOCUMENT CONTAINS PROPRIETARYINFORMATION AND THEREFORE SHALL NOTBE REPRODUCED, USED OR DISCLOSED TOOTHERS EXCEPT TO CONSULTANTSAUTHORIZED BY PUBLIC RESTROOMCOMPANY TO PROVIDE PROFESSIONALE N G I N E E R I N G S E R V I C E S .FOR INTERNAL USE ONLY08/09/2021NTA, Inc., 305 N Oakland AveNappanee, Indiana 46550R EG ISTER E D PROFESSIONALENGINEERE R I C J.TOMPOSCIVIL09-30-2022