2414 search results for fla
450-072
End of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R to the end of beam, A-A FOR CONVENTIONAL REINFORCING (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-072.pdf?sfvrsn=61610161_1450-078
1 0 / 1 5 / 2 0 2 3 1 1 : 2 9 : 3 2 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX FLORIDA-I 78 BEAM - STANDARD DETAILS 1 2 450-078 11/01/19 Anchor Studs required to clear Typ.) Rotate as Bars 3D (Pairs Beam End of flange only) bottom of bottom " Chamfer (Typ. 4 3 the end of beam perpendicular, , End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 6A, 4M1, 4M2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-078.pdf?sfvrsn=79947711_1450-084
Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, End of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R 4M2, 4M3 & 5Y BARS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-084.pdf?sfvrsn=8d80e984_1450-096
1 0 / 1 5 / 2 0 2 3 1 1 : 3 1 : 0 5 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX FLORIDA-I 96 BEAM - STANDARD DETAILS 1 2 450-096 11/01/19 Beam End of as ( ) Typ.) Bars 5Y (shown flange only) bottom of bottom " Chamfer (Typ. 4 3 " 4 3 6 9 " C/2 "/Sin Ø) 2 1 C=(17 3D1 & 3D2 3D3 " 2 1 1'-11, or (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-096.pdf?sfvrsn=7a164669_1450-045
required to clear Typ.) Rotate as Bars 3D (Pairs (Typ.) Bars 3C flange only) bottom of bottom, 5K, 5Y & 5Z Only) SECTION A-A FOR CONVENTIONAL REINFORCING (End 1 Shown, End 2 Similar) (Flanges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-045.pdf?sfvrsn=80073aa5_1450-072
of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R to the end of beam, A-A FOR CONVENTIONAL REINFORCING (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-072.pdf?sfvrsn=818d189d_1450-036
1 0 / 1 7 / 2 0 2 4 8 : 1 8 : 5 8 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX FLORIDA-I 36 BEAM - STANDARD DETAILS 1 2 450-036 11/01/19 Beam End of as ( ) Typ.) Bars 5Y (shown flange only) bottom of bottom " Chamfer (Typ. 4 3 to the end of beam measured perpendicular * These dimensions are 4M2 (Typ, , End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-036.pdf?sfvrsn=530b495e_1450-063
Typ.) Rotate as Bars 3D (Pairs flange only) bottom of bottom " Chamfer (Typ. 4 3 (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, 5Y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-063.pdf?sfvrsn=5057ca5e_1450-054
(Pairs (Typ.) Bars 3C to the end of beam measured perpendicular * These dimensions are flange only, 5K, 5Y & 5Z Only) SECTION A-A FOR CONVENTIONAL REINFORCING (End 1 Shown, End 2 Similar) (Flanges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-054.pdf?sfvrsn=2f6e7a9f_1450-084
Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, 5Y, of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R 4M2, 4M3 & 5Y BARS 6A
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-084.pdf?sfvrsn=95a22712_1450-096
1 0 / 1 7 / 2 0 2 4 8 : 4 5 : 4 7 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX FLORIDA-I 96 BEAM - STANDARD DETAILS 1 2 450-096 11/01/19 Beam End of as ( ) Typ.) Bars 5Y (shown flange only) bottom of bottom " Chamfer (Typ. 4 3 " 4 3 6 9 " C/2 "/Sin Ø) 2 1 C=(17 3D1 & 3D2 3D3 " 2 1 1'-11 A+B, or (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-096.pdf?sfvrsn=a57705aa_1450-078
1 0 / 1 7 / 2 0 2 4 8 : 4 4 : 0 7 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX FLORIDA-I 78 BEAM - STANDARD DETAILS 1 2 450-078 11/01/19 Anchor Studs required to clear Typ.) Rotate as Bars 3D (Pairs Beam End of flange only) bottom of bottom " Chamfer (Typ. 4 3 the end of beam perpendicular, Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 6A, 4M1, 4M2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-078.pdf?sfvrsn=f5a6bdb1_1OIT-Manual-Full
Change Management Database (CMDB) and flagged as confidential and exempt. (b) Documenting, No. 325-060-020 Disciplinary Action Procedure, Topic No. 250-012-011 FLAIR Access Security, Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/it/oitmanual/oit-manual-full.pdf?sfvrsn=64a7d686_2October25, 2023
/ Lighting 1, 2 T9030 Flagler Weigh Station Weigh-In-Motion 1
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-co-lettings-2023/october25-2023Market Areas
13 87 Miami-Dade 07 11 Lake14 Pasco08 Hernando02 Citrus18 Sumter73 Flagler 14 90
https://www.fdot.gov/programmanagement/estimates/shared/market-areasSUN Trail Statewide Map_19Jun2024
Shared-Use Nonmotorized (SUN) Trail Network Statewide Map Gulf of Mexico Atlantic Ocean 10 10 75 75 75 4 95 95 95 Broward Palm Beach Hernando Wakulla Gilchrist Miami-Dade Highlands Citrus Okeechobee Pasco St. Johns Sumter Walton Volusia DeSoto Glades Manatee Seminole Bradford Calhoun Duval Lake Pinellas Franklin Martin Dixie Escambia Monroe Flagler Lee Bay Hendry Orange Clay Madison Osceola Marion Washington Santa Rosa Brevard Liberty
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/maps/sun-trail-statewide-map_19jun2024.pdf?sfvrsn=2da193fa_1Approved CTQP Providers - Asphalt Mix Designer
& Environmental Engineering 10555 West Flagler Street (EC-2430) Miami, Florida 33174 (305
https://www.fdot.gov/construction/training/ctqp/approvedproviders/providers/asphaltmix.shtmDistrict Work Program Administrators
mark.madgar@dot.state.fl.us (954) 777-4624 District Five Counties: Brevard, Flagler, Lake
https://www.fdot.gov/workprogram/development/distwpcontact.shtmDistrict WP Public Hearings
Columbia DeSoto Dixie Duval Escambia Flagler Franklin Gadsden Gilchrist Glades Gulf Hamilton
https://www.fdot.gov/topics/fdot-work-program/district-wp-public-hearingsDistrict Five Contracts Office
INDEX A-Z Search District Five Contracts Office 719 S. Woodland Blvd.Deland, FL 32720 Tel: (386) 943-5536Fax: (850) 412-8092 The following counties are located in District Five: Brevard, Flagler, Lake, Marion, Orange, Osceola, Seminole, Sumter and Volusia. News & Announcements To Register to Bid
https://www.fdot.gov/contracts/district-offices/d5/default.shtm