CALIFORNIA DEPARTMENT OF TRANSPORTATION

Transcription

1 PROJECT DEGN CRTERA The building work on this project has been designed to conform DETAL NOTE Dist 0 F 80 POT MLE PROJECT EMC: to the 0 California Building Code (0 BC). LOAD Occupancy Category=. All bolts shall be hex head machine bolts, with hex head nuts; unless otherwise noted. REGTERED CVL ENGNEER 979 mportance Factor =.0 ite oil Class = D = 0.68 = 0.8 D D =. = 0.8. All lock washers shall be helical spring lock washers.. Thin shell concrete Cladding and Cladding connections by others. PLAN APPROVAL Exp. --7 CVL CAL FORN A eismic Design Category = D. The Contractor shall verify all controlling field eismic Force-Resisting ystem: dimensions before ordering or fabricating any material. teel Ordinary concentrically braced frames. North - outh. All Miscellaneous Metal shall be hot dip galvanized after fabrication. Deck e METAL DECK MNMUM ECTON PROPERTE Positive ection Negative ection Depth & Gage Moment of nertia Modulus Modulus Minimum Yield trength R =. C = 0. teel Ordinary concentrically braced frames. teel Decking 0mm x 6 Ga 7,7mm/m,88mm/m,mm/m 6 MPa East - West R =. C = 0. WND: Basic Wind peed = 0 mph Main wind force Resisting ystem NOTE:. Minimum or pan Condition.. Minimum Bearing length 0 mm. WELDNG CHEDULE and METAL DECK PROFLE K t =.0 P s0 =,00 Pa z Wind Pressure on Components and Cladding =,70 Pa teel Deck Profile 0mm Diameter Puddle Weld Diaphragm Perpendicular upports Parallel upports ide Laps hear Capacity and Panel Ends MATERAL 9 mm 7 - Puddle Welds Per upport 0mm OC 0mm OC. KN/m TRUCTURAL TEEL: Load and Resistance Factor Design Channels, Angles & Misc. hapes F y = 0 MPa A METAL DECK NOTE Plates F y = 0 MPa Hollow tructural ection (H) F y = 7 MPa FOUNDATON: oils report by others DEGN DETAL QUANTTE CALE: ALL DMENON ARE N MLLMETER UNLE OTHERWE NOTED. ORGNAL CALE N MLLMETER CALFORNA DEPARTMENT OF TRANPORTATON FOR REDUCED PLAN DVON OF ENGNEERNG ERVCE ARCHTECTURAL TRUCTURAL DEGN UNT: 8 CONTRACT : PROJECT NUMBER & PHAE: BRDGE -00 POT MLE OUTHDE BRDGEHEAD DEGN CRTERA DETAL NOTE REVON (PRELMNARY TAGE ONLY) DREGARD PRNT BEARNG EARLER REVON T-0 OF 7-DEC-0 06:8 D:\CADDuser\projects\dist_0\ _southside_bridgehead\T_outh_BH\st_00.dgn

2 POT MLE PROJECT 0 F 80 T- T- REGTERED CVL ENGNEER T- FOC 9,90,00,,70,70 90 (E) BRDGE COLUMN FOC PLAN APPROVAL 6,60 FOC FOC 0,0 600,00,00 T-,00 C T-,00 B T-6 T- T- T-6 A 690, B T- 80 C 0 T- 0 T- T- THN HELL CONCRETE CLADDNG LNE, 60 mm THCK Conc LAB OTHER,700 ± 77 9,99,0 (E) BRDGE COLUMN, 60 mm THCK Conc LAB OTHER,70 8,6,8,0 90,70,90 77,000,000 T- 8,000 CONCRETE FOUNDATON OTHER 979 Exp. --7 CVL CAL FORN A CONCRETE FOUNDATON OTHER LAB LAYOUT PLAN FOUNDATON PLAN DEGN DETAL QUANTTE CALE: ALL DMENON ARE N MLLMETER UNLE OTHERWE NOTED. ORGNAL CALE N MLLMETER CALFORNA DEPARTMENT OF TRANPORTATON FOR REDUCED PLAN DVON OF ENGNEERNG ERVCE ARCHTECTURAL TRUCTURAL DEGN UNT: 8 CONTRACT : PROJECT NUMBER & PHAE: BRDGE -00 POT MLE DREGARD PRNT BEARNG EARLER REVON OUTHDE BRDGEHEAD FOUNDATON PLAN REVON (PRELMNARY TAGE ONLY) T- OF 7-DEC-0 06:8 D:\CADDuser\projects\dist_0\ _southside_bridgehead\T_outh_BH\st_0.dgn

3 POT MLE PROJECT 0 F 80 REGTERED CVL ENGNEER 979 PLAN APPROVAL Exp. --7 CVL CAL FORN A THN HELL CONCRETE CLADDNG ON ALL EXPOED URFACE, EE TOP OF BEAM H BRACE, DETAL NOTE #, T-0,00 T- im 8,000,000,000,0 T-8,0,00 00± METAL DECK,,00 T- H xx COLUMN BEAM, T-7 T-8,0 H xx COLUMN BEAM, METAL DECK,,00 6,8 00± 00± T- H xx6 BRACE, 6 T-6 T-7,0 H xx BRACE, 6,690 THN HELL CONCRETE CLADDNG LNE,,8, T-, 9,60 T-8 T-7,0 T-6 7,80,70 BEAM,,0 T-8, m 60 0 OLATON BEARNG OTHER T-7 CONCRETE FOUNDATON OTHER CONCRETE FOUNDATON OTHER OUTH ELEVATON A BRACE FRAME N/ ELEVATON A BRACE FRAME E/W ELEVATON EAT ELEVATON DEGN DETAL QUANTTE CALE: ALL DMENON ARE N MLLMETER UNLE OTHERWE NOTED. ORGNAL CALE N MLLMETER CALFORNA DEPARTMENT OF TRANPORTATON FOR REDUCED PLAN DVON OF ENGNEERNG ERVCE ARCHTECTURAL TRUCTURAL DEGN UNT: 8 CONTRACT : PROJECT NUMBER & PHAE: BRDGE -00 POT MLE DREGARD PRNT BEARNG EARLER REVON OUTHDE BRDGEHEAD ELEVATON REVON (PRELMNARY TAGE ONLY) T- OF 7-DEC-0 06:8 D:\CADDuser\projects\dist_0\ _southside_bridgehead\T_outh_BH\st_0.dgn

4 POT MLE PROJECT 0 F 80 REGTERED CVL ENGNEER 979 PLAN APPROVAL Exp. --7 CVL CAL FORN A 8,000 METAL DECK,,00,00,00,00,0 TOP OF BEAM,90 T- FACE OF METAL DECK, 0 T- T- BEAM,900 6,8,8, TOP OF BEAM 0 0 T- (E) Conc BEAM,0,0 (E) Conc BEAM 60 THN HELL CONCRETE CLADDNG LNE, 7,69 T- THN HELL CONCRETE CLADDNG LNE,, 9.06 m CONCRETE FOUNDATON OTHER CONCRETE FOUNDATON OTHER NORTH ELEVATON WET ELEVATON DEGN DETAL QUANTTE CALE: ALL DMENON ARE N MLLMETER UNLE OTHERWE NOTED. ORGNAL CALE N MLLMETER CALFORNA DEPARTMENT OF TRANPORTATON FOR REDUCED PLAN DVON OF ENGNEERNG ERVCE ARCHTECTURAL TRUCTURAL DEGN UNT: 8 CONTRACT : PROJECT NUMBER & PHAE: BRDGE -00 POT MLE DREGARD PRNT BEARNG EARLER REVON OUTHDE BRDGEHEAD ELEVATON REVON (PRELMNARY TAGE ONLY) T- OF 7-DEC-0 06:8 D:\CADDuser\projects\dist_0\ _southside_bridgehead\T_outh_BH\st_0.dgn

5 POT MLE PROJECT,90,0 0 F 80,80,0 80 T-8 T-7 T-8 im BEAM, T-8,0 BEAM, REGTERED CVL ENGNEER PLAN APPROVAL H 0x0x6 BRACE, 979 Exp. --7 CVL CAL FORN A 80,0 H xx6 BRACE, T-6,700,00 T-7 H xx BRACE, 7,80 BRACE ELEVATON,0,90 T-8,0,0,90,0 80 T-7 T-7 T-8 80,0,70 H 0x0x6 BRACE,,690 NORTH ELEVATON EAT & WET ELEVATON T-7 H 0x0x6 BRACE,,00 T-8,0 T-6 H xx BRACE, B & B BRACE ELEVATON,0 H xx6 BRACE, H xx BRACE, 0,60,00 7,70 T-6 7,70,0 BEAM,,0 T-7 BEAM,,0 T-8 T-7 T-7 T-8 EAT ELEVATON NORTH ELEVATON NORTH ELEVATON WET ELEVATON C BRACE ELEVATON DEGN DETAL QUANTTE CALE: ALL DMENON ARE N MLLMETER UNLE OTHERWE NOTED. ORGNAL CALE N MLLMETER CALFORNA DEPARTMENT OF TRANPORTATON FOR REDUCED PLAN DVON OF ENGNEERNG ERVCE ARCHTECTURAL TRUCTURAL DEGN UNT: 8 CONTRACT : PROJECT NUMBER & PHAE: BRDGE -00 POT MLE DREGARD PRNT BEARNG EARLER REVON C BRACE ELEVATON OUTHDE BRDGEHEAD BRACE ELEVATON REVON (PRELMNARY TAGE ONLY) T- OF 7-DEC-0 06:8 D:\CADDuser\projects\dist_0\ _southside_bridgehead\T_outh_BH\st_0.dgn

6 POT MLE PROJECT,90,00,0,70,70 0 F 80 OF COLUMN BEAM, REGTERED CVL ENGNEER ,00 C B BEAM, A B C,00,0 OF COLUMN BEAM,,90,00,0 PLAN APPROVAL,00,90 Exp. --7 CVL CAL FORN A,00,00 A T-0,000 METAL DECK ALL, 8,000 FRAME LAYOUT,000,00,00 METAL DECK, C B BEAM, A C B 90,00,00,0,00,00,000,000,90,00,0,00,90 OF COLUMN BEAM, FRAME LAYOUT,00 C B BEAM, A C B,00,00,0 METAL DECK, 90,00 OF COLUMN BEAM, B BEAM, A B,00,0,00,00,000,000,00,000,000 FRAME LAYOUT FRAME LAYOUT DEGN DETAL QUANTTE CALE: ALL DMENON ARE N MLLMETER UNLE OTHERWE NOTED. ORGNAL CALE N MLLMETER CALFORNA DEPARTMENT OF TRANPORTATON FOR REDUCED PLAN DVON OF ENGNEERNG ERVCE ARCHTECTURAL TRUCTURAL DEGN UNT: 8 CONTRACT : PROJECT NUMBER & PHAE: BRDGE -00 POT MLE DREGARD PRNT BEARNG EARLER REVON OUTHDE BRDGEHEAD HORZONTAL FRAME LAYOUT REVON (PRELMNARY TAGE ONLY) T- OF 7-DEC-0 06:8 D:\CADDuser\projects\dist_0\ _southside_bridgehead\T_outh_BH\st_0.dgn

7 POT MLE PROJECT 0 F REGTERED CVL ENGNEER 6 COLUMN WT x, ANCHOR BOLT, 6 0 PLAN APPROVAL 979 Exp. --7 CVL CAL FORN A 80 ANCHOR BOLT, 660 OF COLUMN 0 WT 80 6 CONNECTON  9 mm 6  mm  mm BAE PLATE BAE PLATE WT TO H CONNECTON 60 EMBEDMENT PROJECTON CONNECTON  9 mm  mm 0 mm MORTAR (DRY PACK) # TE, mm Ø ANCHOR BOLT WTH NUT LEVELNG NUT, PROJECTON  mm 0 mm MORTAR (DRY PACK) # TE, mm Ø ANCHOR BOLT WTH NUT LEVELNG NUT, 0,670 FNH FNH Weld Note A Note A: Use fillet welds or partial penetration weld whenever possible WAHER  0x0x mm WTH DOUBLE NUT, WAHER  0x0x mm WTH DOUBLE NUT, 6 H PLCE BAE PLATE ECTON BAE PLATE ECTON DEGN DETAL QUANTTE CALE: ALL DMENON ARE N MLLMETER UNLE OTHERWE NOTED. ORGNAL CALE N MLLMETER CALFORNA DEPARTMENT OF TRANPORTATON FOR REDUCED PLAN DVON OF ENGNEERNG ERVCE ARCHTECTURAL TRUCTURAL DEGN UNT: 8 CONTRACT : PROJECT NUMBER & PHAE: BRDGE -00 POT MLE OUTHDE BRDGEHEAD BAE PLATE/H ECTON DETAL REVON (PRELMNARY TAGE ONLY) DREGARD PRNT BEARNG EARLER REVON T-6 OF 7-DEC-0 06:8 D:\CADDuser\projects\dist_0\ _southside_bridgehead\T_outh_BH\st_06.dgn

8 POT MLE PROJECT WORKNG PONT END CAP, OF COLUMN, BEAM BRACE xx H BEAM xx 0 F 80 T-8 REGTERED CVL ENGNEER 979 PLAN APPROVAL Exp  9 mm OF COLUMN, BEAM BRACE CVL CAL FORN A xx 0 xx6 H BRACE xx H BEAM, 0 WORKNG PONT OF BRACE Note: For weld not shown, see similar  9 mm  9 mm CORNER CONNECTON xx6 H BRACE, WORKNG PONT Min Min xx Note: For dimension not shown, see xx6 H BRACE, X CONNECTON xx6 H BRACE, 0  9 mm WORKNG PONT 0 X CONNECTON OF COLUMN, BEAM BRACE xx H BEAM xx  '' END xx6 H BRACE 0 CAP,  9 mm WORKNG PONT Note: For weld not shown, see BAE  mm Note: For dimension not shown, see similar DE CONNECTON DEGN DETAL QUANTTE CALE: ALL DMENON ARE N MLLMETER UNLE OTHERWE NOTED. ORGNAL CALE N MLLMETER CORNER CONNECTON CALFORNA DEPARTMENT OF TRANPORTATON FOR REDUCED PLAN DVON OF ENGNEERNG ERVCE ARCHTECTURAL TRUCTURAL DEGN UNT: 8 CONTRACT : PROJECT NUMBER & PHAE: BRDGE -00 POT MLE DREGARD PRNT BEARNG EARLER REVON OUTHDE BRDGEHEAD BRACE CONNECTON DETAL REVON (PRELMNARY TAGE ONLY) T-7 OF 7-DEC-0 06:8 D:\CADDuser\projects\dist_0\ _southside_bridgehead\T_outh_BH\st_07.dgn

9 POT MLE PROJECT H BEAM OF COLUMN Â END CAP, 0 F 80 BRACE GRND MOOTH REGTERED CVL ENGNEER WORKNG PONT 979 PLAN APPROVAL Exp. --7 CVL CAL FORN A WT x 0 H BEAM H BEAM 0 00 H BRACE NOTE: Metal Deck not shown. BEAM TO COLUMN CONNECTON UPPER CORNER CONNECTON H BRACE H BEAM WT x OF COLUMN BRAE BAE Â WORKNG PONT BEAM TO COLUMN CONNECTON LOWER CORNER CONNECTON DEGN DETAL QUANTTE CALE: ALL DMENON ARE N MLLMETER UNLE OTHERWE NOTED. ORGNAL CALE N MLLMETER CALFORNA DEPARTMENT OF TRANPORTATON FOR REDUCED PLAN DVON OF ENGNEERNG ERVCE ARCHTECTURAL TRUCTURAL DEGN UNT: 8 CONTRACT : PROJECT NUMBER & PHAE: BRDGE -00 POT MLE DREGARD PRNT BEARNG EARLER REVON OUTHDE BRDGEHEAD BRACE CONNECTON DETAL REVON (PRELMNARY TAGE ONLY) T-8 OF 7-DEC-0 06:8 D:\CADDuser\projects\dist_0\ _southside_bridgehead\T_outh_BH\st_08.dgn