4542 search results for fla
Specification Package Preparation Training
Cliff David Adair & Brady, Inc. 10/18/2000 Coates, Kathleen Coates Kathleen NW Fla. Water
https://www.fdot.gov/programmanagement/packagepreparation/specification-package-preparation-training-for-consultant-firms450-036
1 0 / 1 5 / 2 0 2 3 1 1 : 2 5 : 1 9 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 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, Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-036.pdf?sfvrsn=e69651d8_1450-045
required to clear Typ.) Rotate as Bars 3D (Pairs (Typ.) Bars 3C flange only) bottom of bottom, ) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1, 4M2, Embedded Bearing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-045.pdf?sfvrsn=4a566fbe_1450-054
(Pairs (Typ.) Bars 3C to the end of beam measured perpendicular * These dimensions are flange, ) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1, 4M2, Embedded Bearing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-054.pdf?sfvrsn=f5f4fd1f_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/2025/idx/450-063.pdf?sfvrsn=a3c60c38_1450-072
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_1450-045
to clear Typ.) Rotate as Bars 3D (Pairs (Typ.) Bars 3C flange only) bottom of bottom, , 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/2027/idx/450-045.pdf?sfvrsn=b1346bd1_1450-054
(Typ.) Bars 3C to the end of beam measured perpendicular * These dimensions are flange only, , 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/2027/idx/450-054.pdf?sfvrsn=9c0e7eb3_1450-078
1 0 / 6 / 2 0 2 5 2 : 3 4 : 2 8 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 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 to are measured, 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/2027/idx/450-078.pdf?sfvrsn=3c491ab1_1