1. these drawings indicate in general the project in terms of architectural design intent, the dimensions of the building, the major architectural elements and type of structural,mechanical and electrical systems. %ޭ�� "Slab on Concrete Adjacent Beam" shall be used with double-tee girders and when specified on the Design Layout for solid slab beams, adjacent voided slab beams and adjacent box beams. (H2c6.13) Use only for double-tee girders and adjacent beams. Seal Course (Use the following notes when Seal Course is specified on the Design Layout. Add and C1 for bulb-tee girders only. Structural Steel Protective Coatings, A4a1. The rating (3 to 9) is from the bridge inspection report. (A4b1.4) Use note when specified on Design Layout. Include D and E along with bracketed guidance when piles are being dynamic tested. (D1.11) Place with shim plate details on the bent sheet. Integral End Bents (When bridge slab quantity using note B3.1 table only), (B1.2) (Use on concrete structures only. This page was last edited on 8 February 2021, at 14:24. Place notes H2c1.30 and H2c1.31 near the bearing plate details. (K1.5.1) Use for Bridge Approach Slab (Major Road). (H1.23b) Use the following note on all structures that contain non-redundant Fracture Critical Members (FCM). DF = FHWA-Modified Gates Dynamic Pile Formula, Penetration anticipated soft geotechnical layers. ∗ (H9.35) Place near any detail specifying the bottom plate of the rail posts. The request has been made that space be left for at least four (4) additional entries to the table before notes are placed on the plans. 10 structure displacement size) = CAD DWG: (A1 1 drawing list 2 structure general notes 3 footing layout plan 1 : 100 4 footing detail drawing 1: 20; 1: 30 5 column rebar plan of all stories 1: 100 6 slab rebar plan of all stories 1: 100 7 beam rebar of all stories 1 : 100 8 other drawings (if have) MoDOT Construction personnel will indicate the bridge approach slab used for this structure: 606.60: guardrail transition – roadway item. Add asterisk to all C-bar leader notes and the one fiberglass bar leader note in the elevation of barrier. The contractor shall verify all site conditions and dimensions. All Substructure Sheets with Anchor Bolts. MECHANICAL, ELECTRICAL, PLUMBING, DUCTWORK, ETC.) (I1.71) Use only when specified on the Bridge Memo or Design Layout. Typically, ¼ span length is used but greater lengths have been used in the past based on calculations. This detail and notes can be placed with abutment details or near the foundation table. Place the following notes (H5.37 and H5.38) near the "Table of Transverse Preformed Compression Seal Expansion Joint System Dimensions". 5. (I3.1) Use for structures using conventional deck repair only (no hydro demolition). All Structures with Longitudinal Construction Joints. dg. (H10.5) Use for Type B, D or H barrier. 2- All dimension are in inch/ feet unless noted otherwise do not scale the drawing. I keep my General Notes in MS Word. (H4.9.1) Use for all conduits to be encased in concrete. Additional Notes for Panels on Steel Spans. Use the underlined portion at/near expansion joints where bearings are within the coating limits as required in Sec 1081.10.3.4. work and structure drawing, all structure drawing shall be referred along with architecture drawings. general notes: ada building clearance requirements / accessibility clearances 1.the contract documents include the working drawings, addenda, modifications, general conditions of the construction contract and specifications. More from my site. (See Note H10.7.1 Guidance for using Part Note for Delineation Sheeting Requirements. elevation elec. (H2b3.2) Place as fourth note under Joint Filler heading in the General Notes. The following note applies to Type D Bearings Modified. Place the following notes on the front sheet. DRAWING TITLE DATE OF ISSUE STR/01 STR/02 List of Structural Drawings for Basement G+4 Office Building for Bhutan Post, Gelephu General Notes on Structural Drawings General Notes on Structural Drawings Footing Layout Plan electrical drawings for coordination of mechanical/ electrical units and special concentrated loads supported by the wood trusses not indicated on the structural drawings. Consult with FRP drain manufacturer/supplier to verify optional color availability and cost. That is partially true. (H2b1.14) Place as fifth note under Joint Filler heading in the General Notes. (H2b1.26) References the #3-P1 bars in the squared and truncated end panels only shown in the Plans of Squared Panel and Optional Truncated End Panel. (K1.5.2) Use for Bridge Approach Slab (Minor Road). (H2b1.23) References the transverse S-bars extension beyond the edge of girder or beam shown in the Plan of Panels Placement. Semi-Deep Abutments (G1.11 thru G1.13) Place near the ground line and piling in abutment detail. dwg drawing e.f. each face el. (G1.15B) Use unless only anchor bolt wells are preferred, i.e. Underlined Portions of Notes: Underlined portions of standard detailing notes that are not applicable may be omitted. (H.4.7.2) Use for conduits not to be encased in concrete and for structures without open or closed joints in the superstructure. Complete Penetration splices to be also ultra sonic tested 150mm above and below joint. (D1.4) Place in General Notes on the front sheet under the heading “Structural Steel:”. Anchor bolts and hardened washers shall be coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or galvanized in accordance with Sec 1080. ), (E2.22) (Use when estimated maximum scour depth (elevation) for CIP piles is required.). (H5.36) Place this note near "Plan of Slab" also. Use "Minimum Nominal Axial Compressive Resistance" for load bearing pile, "Minimum Nominal Bearing Resistance" for spread footing and "Minimum Nominal Axial Compressive Resistance (Side Resistance + Tip Resistance)" for rock socket (drilled shaft). 2. slope tread @ 1.0% max for drainage. 1. (K1.13) Use for Bridge Approach Slab (Major Road), (K1.14a) Use for Bridge Approach Slab (Minor Road) – Concrete Slab Only, (K1.14b) Use for Bridge Approach Slab (Minor Road) – Asphalt Slab Only, (K1.15) Use for Bridge Approach Slab (Major Road) and Bridge Approach Slab (Minor Road) – Concrete Slab Only, (K1.16) Use for Bridge Approach Slab (Major Road), (K1.17) Use for Bridge Approach Slab (Minor Road) – Asphalt Slab Only, (K1.19) [MS Cell] Use boxed note for Bridge Approach Slab (Minor Road), A1.

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