Warning: Cannot modify header information - headers already sent by (output started at /WWWROOT/265997/htdocs/index.php:1) in /WWWROOT/265997/htdocs/wp-content/plugins/qtranslate-x/qtranslate_core.php on line 388 structural general notes dwg 5%, 22” > 4% and 30” > 3%. (A3.5.1) Use when uncoated steel may come in contact with galvanized piles (concrete pile cap intermediate bents and pile footings). (H10.15) Use note if slip forming is allowed. Place notes H2c1.35 thru H2c1.39 near the coil tie details. Elevation of Constant Depth or Variable Depth Beams or Girders, Horizontally Curved Structures on Straight Grades (Details of Part-Longitudinal Sections at bents and at steel joints will be required on plans. (H1.45) Place near Detail B and Optional Detail B with cross frame diaphragms. Download Code General Notes on Structural Drawings https://www.mediafire.com/?41xkxqfv1f25om7 ), DT = Dynamic Testing Share to … (I3.2) Use for structures with multiple column bents. structural engineer no later than 2 weeks prior to on-site use of these materials. 4:08 PM RSG No comments. (H5.22) Use this note when expansion device is at an end bent. Use bituminous paint below ground line and qualified special mortar above ground line. Concrete Diaphragms at Intermediate Bents. (H9.19) Do not use for prestressed double-tee or temporary bridges. dwg(s) do sf sim plbg - plumbing - concrete masonry unit - deformed bar anchor - existing conditions - elevation - equal - expansion - floor drain - footing - drawing or drawings - ditto - hook - far side - concrete - diameter - edge of deck - edge of slab - field verify - headed concrete anchor - column - each end - each way - galvanized - exterior (A5.3) Use the following note on all jobs with high strength bolts. (H4.10) Use for conduit not encased in concrete. (I3.3) Use for structures with single column bents. Use “structures” with staged replacement of existing structures. Use drain blockouts for double-tee girders, otherwise use coil inserts at slab drains. (H2c1.46) Use with non-integral bents only. (H2c6.11) Omit “haunches” for double-tee girders and adjacent beams. (B3.8) Place a * next to supplementary wearing surface material in the quantity box and add the following note under the estimated quantities box. (A3.4) Use on all structures (except culverts). 6. standards and code references noted in these construction documents refer to the editions adopted by the building code specified in the basis for design. General. (H2b1.29) References #3-P1 bars required at expansion gaps shown in the Plan of Optional Skewed End Panel. ), (Place ∗ ∗ ∗ near the size of flange splice plates, pin plates or hanger bars and the following note near the detail of flange splice, pin plate connection or hanger connection. For continuous concrete slab bridges, the detached wing walls could be either Class B or Class B-1. (I1.6) Use as an asterisk note when tinting is specified on Bridge Memorandum adding corresponding asterisk to slab edge repair and superstructure repair (unformed) leader notes. Any new construction using these structural steels requires permission of the State Bridge Engineer. See Structural Project Manager or Structural Liaison Engineer. (1) Include for all culverts and culverts-bridges unless lane load is used. ), (B1.4) (Use on concrete structures only. >> Mar 17, 2017 - Explore ★【Free Graphic Design Template's board "Steel Structure Details CAD Drawings Download", followed by 853 people on Pinterest. Use 150°F, 120°F for steel superstructure. (*) Modify for type actually used. Notch Toughness for Wide Flange Beams (Do not use the following notes if member is labeled as fracture critical. $7.00 Price for entire set of DWG shown below. general notes a. general. Use for all LRFD bridge and culvert final designs. Note: Increase the haunch by 1/2"± more than what is required to make one size shear connector work for both the CIP and the SIP options. (For ASD, LFD, and allowable stresses, see Development Section.). Will need to add more bars if more than two different wing lengths exist. Structural General Notes Templates. Place a ** next to total surface hydro demolition in the quantity box and add the following note under the estimated quantities box. H2b2. Add (3) to the two separated #5 bar leader notes. Use K1 and K2 for Type B barrier; K9 and K10 for Type D barrier; K3 and K5 for Type H barrier. GENERAL NOTES - EARTHWORK 1. The following notes apply to Type C Bearings. The following two notes shall be placed under the permissible alternate bar shape detail. 1- Given under this heading shall be uniformly application foe R.C.C. %ޭ�� �@g��ǜ�A��߈� Use details marked "typical" wherever they apply. For Type A and C barriers, retroreflective sheeting should be used on both sides of the delineators where there is not more than four lanes divided. (A4a1.24) Use when prime coat is noted on the Bridge Memorandum as required. Coating New Steel (Notes A4a1.1 – A4a1.7). The four extra spaces at the bottom of the table are not required as specified before. Created Date: 3/2/2005 2:04:58 PM (H10.9.1) Add (2) to the dimension for the top of slab to top of the R2 bar. (2) For bridges and retaining walls use "45 lb/cf (Min.)" Exterior Walls . (E2.33) Note to be used only with Drilled Shafts for High Mast Tower Lighting. (See Note H10.7.1 Guidance for using Part Note for Delineation Sheeting Requirements. (H2c2.2) Use for NU 35 and NU 43 only The contractor shall provide bracing necessary for lateral and torsional stability of the girders during construction of the concrete slab and remove the bracing after the slab has attained 75% design strength. “General notes aren’t always intended to inform. Double-Tee girders and adjacent beams do not use coil ties. (H9.12) Use top plates instead of cap rail angles for temporary bridges. General Notes Description AutoCad file with DWG format which contains a frame for A1 paper size. (H9.6) Use only when a base plate is used except for temporary bridges. MoDOT Construction personnel will indicate the bridge approach slab used for this structure: 606.60: guardrail transition – roadway item. Any construction involving these structural steels requires notification to the State Bridge Engineer. Surface condition factor = 0.30, Blast-cleaned surfaces with Class D coatings (organic zinc-rich primer). (See Guardrail Delineation.) (C2b.1) Use for all girders and beams except double-tee girders. dg. greater than the largest anticipated anchor bolt circle diameter per the DSP - High Mast Tower Lighting. 606.00 and 617.10: delineators for railings and barriers – referenced in standard notes. 9 0 obj << /Type /FontDescriptor /FontName /ArialMT /FontFamily (Arial) /FontWeight 400 /FontBBox [-665 -325 2000 1006] /Ascent 728 /Descent -210 /CapHeight -34 /Leading 33 /Flags 42 /ItalicAngle 0 /StemV 80 ), (H9.1b) Use for all W-Beam and Thrie Beam Guardrails with cap rail except for temporary bridges. (H1.3) Add to note (H1.2), only when girders are built up with A514 or A517 steel flanges. x���� (H2b2.1) Place as third note under Joint Filler heading in the General Notes. (H2b1.16) References the transverse S-bars extension into integral end bents shown in the Plan of Panels Placement. Use the following note when ASTM A709 Grade 50W steel is used for superstructure. 01 8000 Rev. (H2c1.35) Use with end spans when both interior and exterior girders or beams are detailed on the same sheet and the 2’-6”long tie rod will not fit in the exterior diaphragm portion. >> (H9.18) Do not use for prestressed double-tee or temporary bridges. Expansion Device at End Bents (G1.1 and G1.1.1). Typically (1) equals ½ inch; (2) equals ¼ inch; and (3) equals ½ inch; see Bridge Memorandum. Underlined Portions of Notes: Underlined portions of standard detailing notes that are not applicable may be omitted. (I3.21) This applies for each zone and not similarly lettered zones as a group. (H7.6) Use underlined portion with prestressed girders and beams. (K1.1) Use for Bridge Approach Slab (Major Road) and omit underlined part for concrete sub-class Bridge Approach Slab (Minor Road). End Bents with Turned-Back Wings (G1.5 and G1.6). 31 0001-1 Rev. Below is additional guidance for using Note H10.7.1: Bridges with two-lane, two-way traffic shall have retroreflective sheeting on both sides of the delineators. 687. H2b3. Australian Steel Detailing General Notes. Place * at the top corners of the beam in the strand arrangement detail. Note: Any new construction using structural steels A514 or A517 requires permission of the State Bridge Engineer. all work shall conform to the requirements of the codes listed below. DWG: PDF: HAC-40 EDGE Lite: 11/1/18: DWG: PDF: HAC-50 EDGE Lite also includes HAC-T50 EDGE Lite details (serrated channel profile) 11/1/18: DWG: PDF: HAC-50 EDGE includes HAC-50 EDGE (EDGE C, S EDGE, & S EDGE C) 11/1/18: DWG: PDF: HAC CRFoS U - Rebar Face of Slab includes HAC-50, HAC-60, and HAC-70 channel profiles: 11/1/18: DWG: PDF The following table is to be placed on the design plans and filled out as indicated. (A1.4) Standard Plans: (For structural design information only. (H2b1.14) Place as fifth note under Joint Filler heading in the General Notes. 1- Given under this heading shall be uniformly application foe R.C.C. Place under the part elevation of barrier and add (1) to fiberglass bar leader notes in the section thru saw cut joint and part elevation of barrier. 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) Structural Objects : Structural Symbols. ), Notch Toughness for Plate Girders (Do not use the following notes if member is labeled as fracture critical. For Box Culverts with transverse joint(s), place notes A2.9 and A2.10 under the Transverse Joint Detail. (H2b1.17) References the 3/8-inch diameter strands shown in the Plans of Panels. (A3.2) Does not apply to Type N PTFE Bearings & Laminated Neoprene Bearing Pad Assembly. structural document and other discipline’s document is the responsibility of the general contractor and the subcontractor responsible for the work. (H.4.7.2) Use for conduits not to be encased in concrete and for structures without open or closed joints in the superstructure. << /Predictor 1 H2c6. C2b. In "General Notes:" section of plans, place the following notes under the heading "Miscellaneous:". (D1.3) Place in General Notes on the front sheet under the heading “Miscellaneous:”. Not required if there is not an expansion gap on the bridge. (D1.23) Place near details of U-bolts lifting device on the superstructure sheet. Use notes H2c3.10 and H2c3.11 when a thrie beam bridge rail is used. (H9.13) Use for placement or replacement of end treatment with thrie beam rail. Plumbing . I keep my General Notes in MS Word. (H7.9) Use the underline portion for all bridges except continuous concrete slab bridges. (G7.3) Use on all plans where HP piles are anticipated to be driven to refusal on rock at any depth. Coating New Steel (Notes A4a2.1 - A4a2.3), Recoating Existing Steel (A4a2.10 – A4a2.13). NS01.1-02. >> (H9.37) Place near any detail specifying the welding of post to base plate of the rail posts. ACSE Standard Drawing Notes Disclaimer: The ACSE is an association formed to provide a forum for the exchange of information between its members and others. Otherwise excavation quantity to the top of drilled shafts needs to be figured. (I2.4)(Use when reinforcing steel is substituted for the threaded rod stud.). Vertical Drain at End Bent (Notes for Bridge Standard Drawings), G5. General Structural Notes: General structural design load notes and structural abbreviations for structural drawings. The syntactic structure of a DWG drawing file includes sections and section substructures. (E1.4) Use for fill at pile cap end bents. (H10.21) Place note under the K Bar Permissible Alternate Shape detail on the barrier at end bents sheet. Users should inform themselves fully before selecting an appropriate paint system. DF = FHWA-modified Gates Dynamic Pile Formula Note is no longer used for P/C P/S panels. (H4.9.1) Use for all conduits to be encased in concrete. 2 0 obj (D1.11) Place with shim plate details on the bent sheet. (E3.1) Horizontal curves (Bridges not of box culvert type), (E3.2) [MS Cell] (Place on Front Sheet of the plans when boring data is provided for bridges, retaining walls, MSE walls and any other structure.). (H2b2.7) References the top flange thickness shown in Section A-A. For guidance for allowing a vibratory screed, see EPG 751.10.1.15 Deck Concrete Finishing. (C2b.30) Use for all girders and beams except WWR reinforced NU-girders and double-tee girders. ), (E2.22) (Use when estimated maximum scour depth (elevation) for CIP piles is required.). (H10.20) Use for Type B barrier only. (E3.5) In the general elevation detail, the vertical clearance dimension callout shall be the following asterisked note placed near the detail. (H9.5) Use post instead of blockout for temporary bridges. On bridges with more than two lanes, retroreflective sheeting is not required on both sides of the delineators. Generals Notes For Structure drawing. electrical drawings for coordination of mechanical/ electrical units and special concentrated loads supported by the wood trusses not indicated on the structural drawings. The table is not required if there are no wearing surface options, instead show the wearing surface and binder type in the details. general notes summary of pay quantities general plan and elevation summary of bridge quantities and construction sequence abutment repair details deck repair details approach slab details roadway transition details traffic control plan phase 1 traffic control plan phase stigler 2,685 stigler .32 82 r 21 location 25 e 22. general notes. Use for voided slab structures, place applicable notes I3.10 thru I3.12 under the void repair heading in the deck repair notes. (A2.14) For Box Culverts where the top slab is used as the riding surface, place the following note on plan sheet. Structural Steel Protective Coatings, A4a1. Place notes H2c1.45 and H2c1.46 near the strand details at girder ends. general notes interior elevation tag exterior elevation tag building section flag wall section flag detail flag detail callout north arrow grid bubble & grid line a 1 room name 101 0 a101 1 sim a 101 a101 1'-0" 1 sim 0'-0" a.f.f. Omit underline portions for single spans. (G1.5) Use for Non-Integral End Bents only. report The void repair heading shall follow the special repair zones heading. (A4a1.3) The coating color shall be as specified on the Design Layout. (H1.1) To be used only with the permission of the Structural Project Manager. (E3.9) Use note with detail drawing to indicate top edge longitudinal slab bar only. << /Type /FontDescriptor /FontName /StylusBT /FontFamily (StylusBT) /FontWeight 300 /FontBBox [-163 -273 1151 939] /Ascent 760 /Descent 240 /CapHeight 700 /Flags 42 /ItalicAngle 0 /StemV 80 /FontFile2 6 0 R NO. 3. ), (E2.20) (Use when prebore is required and the natural ground line is not erratic. ), 60 lb/cf (Max.)". >> For details of chairs, see Sheet No. (H7.8.2) Use note when attaching to weathering steel girders and beams. Typically there are no details on these drawings. Steel Structures- Nonweathering Steel, B3c. All Structures with Longitudinal Construction Joints. 10 0 obj Place notes H2c6.10 thru H2c6.14 with slab haunching diagram [MS Cell] (slab thickness diagram [MS Cell] for double-tee girders and adjacent beams). Surface condition factor = 0.30 (Not used by MoDOT), Unpainted blast-cleaned surfaces to SSPC-SP 6 or better, and blast-cleaned surfaces with Class B coatings (inorganic zinc primer), or unsealed pure zinc or 85/15 zinc/aluminum thermal-sprayed coatings with a thickness less than or equal to 16 mils. ) Size of rod. (B1.10) Use when total estimated excavation is less than 10 cubic yards (No "excavation" item in the Estimated Quantities). minimum n.t.s. 2- All dimension are in inch/ feet unless noted otherwise do not scale the drawing. all information shown applies Hare are some basic and important general notes for structure drawing. (G1.41b) Use the following note when vertical column steel is hooked into the bent beam for seismic category B, C or D. (G1.42) Place the following note on plans when using Optional Section for Column-Web beam joints. 4. Use notes I3.20 and I3.22 for box girder structures only. (Normally where soundings show rock to be very irregular), (A2.3) (The designer should check with Structural Project Manager before placing this note on the plans. General. (H10.1) Exclude underlined part for single span bridges. Additional Notes for Panels on Steel Spans. These are boiler plate notes edited to the project but do not have any interaction with revit objects. Concrete shall be estimated to the nearest cubic yard instead of 0.1 cubic yard due to variances and assumptions used in this estimate. << /Type /Font /Subtype /TrueType /Name /F0 /BaseFont /StylusBT /FontDescriptor 9 0 R /Encoding /WinAnsiEncoding /FirstChar 32 /LastChar 255 /Widths 7 0 R (H9.25) Place near details of shim plates used for horizontal alignment of State System 3. Use 1 1/2" to 1 3/4" for Type 2, 3 and 4 P/S I-girders. (G1.6) Add to sheet showing the typical section thru wing detail. (H9.15) Use post instead of blockout for temporary bridges. Use (one end only) for flat grades otherwise use upgrade. (A4a1.5) Use for structures with Access Doors. 3. Telecom . x��2T � w.�(��@��H� AC3cC��\.�B.�`.�������eX�xH, ���� W�< Top of End Bent Backwall (Without expansion device). Typically (1) equals ½ inch; see Bridge Memorandum. (I3.31) Use for non-hydro demolition projects (conventional deck repair only). Place with plan of beam showing reinforcement and part plan of end bent, V bars not required with part plan of end bent. 2. Structural details and general notes for reference, it follows international standard. CONFUCTS. (A3.6) Use when mechanical bar splices (MBS) are to be specified on the plans. Place with plan of beam. (I1.5) Use with joint filler joints with Asphaltic Concrete Wearing Surface. 609.00: Type A curb for approach slabs– referenced in standard note K1.16, 706.35 Bar Supports for Concrete Reinforcement and 712.40 Steel Dams at Expansion Devices – supplementary details for construction. Sheet 2. For Box Culverts where collar is provided, place the following note on plan sheet. Overcoating Existing Steel (Notes A4a1.21 – A4a1.27). 1. Place ** at the end of the note specifying which strands are bent-up. ), (H1.23) Structural Steel for Wide Flange Beams and Plate Girder Structures. 6 x 6 x 3/8 Angle Connection to Top Flange for Structures on Vertical Curve. "Delineators on bridges with two-lane, two-way traffic shall have retroreflective sheeting on both sides" may be modified, as required. (A4a1.23) Use when a prime coat is not required. Add and U2 bar for skewed structures only. Use 3’-1” and R6 bars for barrier ending on bridge deck. Use 3" to 3 1/4" for bulb-tee girders and Type 6 P/S I-girders. endobj 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). (H2b3.5) Place as second note under Joint Filler heading in the General Notes. I cover under this loads, codes, and general CYA type notes. (G1.41a) Use the following note when vertical column steel is hooked into the bent beam for seismic category A. << /Predictor 1 The contractor shall verify all site conditions and dimensions. I cover steel grades, codes, welding, bolting, min. Additional Prestressed Concrete Box Beam Notes. Class B is standard and included in Spec Book 1081.10.3.10.1. CIP Concrete Piles (Notes for Bridge Standard Drawings), G5a Closed Ended Cast-in Place (CECIP) Concrete Pile, G5b Open Ended Cast-in Place (OECIP) Concrete Pile, H2b. Total unit weight, Ɣr = (95% compaction) x (maximum dry density) x (1 + optimum water content). Fiber Reinforced Polymer (FRP) Wrap - Bent Cap Shear Strengthening, J. MSE Wall Notes (Notes for Bridge Standard Drawings), K. Approach Slab Notes (Notes for Bridge Standard Drawings), Copying Detailing Notes from EPG to MicroStation Drawings, EPG 751.1.2.6 Vertical and Horizontal Clearances, EPG 751.5.9.2.2 Epoxy Coated Reinforcement Requirements, (*) See EPG 751.10.1.12 Slab Pouring Sequences and Construction Joints, https://epg.modot.org/index.php?title=751.50_Standard_Detailing_Notes&oldid=48955, Minor Routes Shouldering Project Guidelines, Class B-2 Concrete (Drilled Shafts & Rock Sockets), Class B-2 Concrete (Superstructure, except, Class B-2 Concrete (Superstructure, except Barrier), Structural Carbon Steel(ASTM A709 Grade 36), Structural Steel (ASTM A709 Grade HPS50W), Structural Steel (ASTM A709 Grade HPS70W), Structural Steel HP Pile (ASTM A709 Grade 50S), Welded or Seamless steel shell (pipe) for CIP pile (ASTM A252 Grade 3). (5) For rehabilitation of decks specify the original design year in parentheses, e.g. Use the underlined portion at/near expansion joints where bearings are within the coating limits as required in Sec 1081.10.3.4. Structural analysis (stress, strain, buckling and modal) Temperature analysis Magnetic and electrical analysis Crush simulations Connected problems (wind load on a building causing deflections) In structural analysis, FEM is used to investigate how the applied forces will affect the product design. (H10.9) Areas shown are for standard barrier heights and a two percent cross slope. (H9.34) Place in General Notes or near Elevation of Thrie Beam Rail. P/S Structures (G1.9 and G1.9.1). See Structural Project Manager or Structural Liaison Engineer. Bolted Field Splices for Plate Girders and Wide Flange Beams use Type 3 for weathering steel bolted connections and Type 1 for plain or galvanized steel bolted connections. general the general notes and typical details are applicable to all structural conditions not specifically detailed or referenced on structural drawings. For precast prestressed panel stresses, see Sheet No. these notes, details and drawings are to be read in conjunction with the project specifications. Remove underline part for CIP slabs. (H4.8.1) Use for all junction boxes to be encased in concrete at the roadway face of barrier. ∗ Place general notes H2c2.2 and H2c2.3 with H2c1 general notes where space allows. 8.4k Views. (See Guardrail Delineation.) See more ideas about steel structure, steel structure buildings, architecture details. Structural details of wooden bleachers dwg. Drilled shaft diameter is required to be at least 21 in. (E2.23) (Use when static test piles are required.) }�u�̻�W�K%ж��+p.���Wƺ������o%����y%3�I2���sZF�6��VW2�|�u�9-#|���m��1��|�e�o�囁�K2���sZF�؟3 >h���sZF�؟3P�|�O`�cN�_a�H�$s�O��ǜ���r�n��%�$9��|�)u "Delineators on bridges with two-lane, two-way traffic shall have retroreflective sheeting on both sides" may be removed at the discretion of the design team. Strip Seal (Notes for Bridge Standard Drawings), H5e. Oasis Pwebf Bottle Filler, Modern Warfare Best Guns Reddit, Barley Grass Powder Cancer, Best Nerf Sniper Rifle, Traxxas Trx-4 Tactical Unit Body, Is On The Border Queso Pasteurized, 1 John 2:5, " />

structural general notes dwg

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), Horizontally Curved Structures on Vertical Curve Grades (Details of part-longitudinal sections at bents and at steel joints will be required on plans for bridges on vertical curves. see usg steel-framed drywall systems "limiting height - … (H4.2) Use for all conduits, except if encased in concrete, 3 in. general the general notes and typical details are applicable to all structural conditions not specifically detailed or referenced on structural drawings. (I1.0.1) Use “slab surface” for deck replacements. (A4a1.26) Use when two different new coating systems are used. The blank space shall be replaced by the value corresponding to the total roadway width divided by the larger pour width when the construction joint is used. Include “left” or ”right” and exclude “for each structure” when barriers on each side of the bridge are not the same type. See the Bridge Memorandum for the asphalt binder required. HTRW. That way I get to keep easy control over numbering, font, tables, and paragraph formatting. (A1.3) Use for LRFD. (H2c1.25) Place near vent hole details for stream crossings only for girder structures. Consult with FRP drain manufacturer/supplier to verify optional color availability and cost. Caution: Using this note means that these structural steels are already on the system. (H2b1.28) References the bottom transverse slab bars shown in the section near the expansion gap. MoDOT construction personnel shall complete column labeled "Mix Used (√)". A = minimum slab thickness. Example: Considered only for widenings, repairs and rehabilitations.). (H9.28) Place near detail specifying bar support at bent plates. In "General Notes:" section of plans, place the following note under the heading "Miscellaneous:" when existing longitudinal dimensions are used. ), (Place an ∗ with the flange plate, pin plate or hanger bar size indicated on the "Detail of Flange Plates, Pin Plate Connection or Hanger Connection". Estimated Quantities Table for Box Culverts. 635.15 where mechanical/electrical loads are attached to the wood trusses, attached loads shall not exceed the loads indicated in the notes above. This one is dynamic and changes with every project. Additional Notes for Prestressed Girders and Beams. I print them to an image file and then bring the image into Revit. (l1.12) Use note only with preventive maintenance jobs. work and structure drawing, all structure drawing shall be referred along with architecture drawings. (H5.55) Use this note when polymer concrete is to be used next to strip seal. (C2b.2) Use only for double-tee girders. Not required if there is not an expansion gap on the bridge. Note not required for continuous concrete slab bridges. (J1.23) Use for MSE Walls when there may be contact between dissimilar metals. The following note applies to Type D Bearings Modified. 2. it is the responsibility of the general contractor to verify all existing conditions and dimensions as they relate to construction and demolition. AEC Construction Details - AutoCAD .dwg Format A collection of over 9,230+ 2D construction details and drawings … Fill in the blank above and in note below with "Slab on Steel", "Slab on Concrete I-Girder", "Slab on Concrete Bulb-Tee Girder", "Slab on Concrete NU-Girder", "Slab on Semi-Deep Abutment", "Slab on Concrete Beam", "Slab on Concrete Adjacent Beam" or "Reinforced Concrete Wearing Surface". 2. Since the information contained herein is intended for general guidance onle, and in no way replaces the services of professional consulting (H1.11) Place on the slab sheet when applicable. The minimum embedment sentence is not applicable for Box Beams. General Structural Notes, or GSN's as they are commonly referred to, are included with such great detail that they border on the edge of specifications (actually, they have probably crossed that line). I keep my General Notes in MS Word. (A3.7) Use on all grade separations (new and rehabs) constructed over traffic. Underline part only required for WWR reinforced NU-girders, box beams and voided slab beams. the contractor shall be responsible for structural stability during construction (meeting the guidelines of asce 37) and for project safety (meeting the guidelines of 'osha'). (H2c6.1) Place with camber diagram [MS Cell] for all girders and beams. (B3.25) Use note when vibratory screeds are allowed for deck finishing. << /Predictor 1 Chief Structural Engineer approved signed date checked drawn designed REVISION name date no. (H2b1.24) References the panel overhang shown in Section A-A. these drawings are for the use of the consultant's client only. endobj Download Link. Typical details and sections shall apply where specific details are not shown. (H2b1.27) References the four #3-P2 bars required below the strands shown in the plans of panels and the section thru the panel. (H2c8.1) Place near diaphragm details for all girders and beams except for double-tee girders at the following grades: 16” > 5%, 22” > 4% and 30” > 3%. (A3.5.1) Use when uncoated steel may come in contact with galvanized piles (concrete pile cap intermediate bents and pile footings). (H10.15) Use note if slip forming is allowed. Place notes H2c1.35 thru H2c1.39 near the coil tie details. Elevation of Constant Depth or Variable Depth Beams or Girders, Horizontally Curved Structures on Straight Grades (Details of Part-Longitudinal Sections at bents and at steel joints will be required on plans. (H1.45) Place near Detail B and Optional Detail B with cross frame diaphragms. Download Code General Notes on Structural Drawings https://www.mediafire.com/?41xkxqfv1f25om7 ), DT = Dynamic Testing Share to … (I3.2) Use for structures with multiple column bents. structural engineer no later than 2 weeks prior to on-site use of these materials. 4:08 PM RSG No comments. (H5.22) Use this note when expansion device is at an end bent. Use bituminous paint below ground line and qualified special mortar above ground line. Concrete Diaphragms at Intermediate Bents. (H9.19) Do not use for prestressed double-tee or temporary bridges. dwg(s) do sf sim plbg - plumbing - concrete masonry unit - deformed bar anchor - existing conditions - elevation - equal - expansion - floor drain - footing - drawing or drawings - ditto - hook - far side - concrete - diameter - edge of deck - edge of slab - field verify - headed concrete anchor - column - each end - each way - galvanized - exterior (A5.3) Use the following note on all jobs with high strength bolts. (H4.10) Use for conduit not encased in concrete. (I3.3) Use for structures with single column bents. Use “structures” with staged replacement of existing structures. Use drain blockouts for double-tee girders, otherwise use coil inserts at slab drains. (H2c1.46) Use with non-integral bents only. (H2c6.11) Omit “haunches” for double-tee girders and adjacent beams. (B3.8) Place a * next to supplementary wearing surface material in the quantity box and add the following note under the estimated quantities box. (A3.4) Use on all structures (except culverts). 6. standards and code references noted in these construction documents refer to the editions adopted by the building code specified in the basis for design. General. (H2b1.29) References #3-P1 bars required at expansion gaps shown in the Plan of Optional Skewed End Panel. ), (Place ∗ ∗ ∗ near the size of flange splice plates, pin plates or hanger bars and the following note near the detail of flange splice, pin plate connection or hanger connection. For continuous concrete slab bridges, the detached wing walls could be either Class B or Class B-1. (I1.6) Use as an asterisk note when tinting is specified on Bridge Memorandum adding corresponding asterisk to slab edge repair and superstructure repair (unformed) leader notes. Any new construction using these structural steels requires permission of the State Bridge Engineer. See Structural Project Manager or Structural Liaison Engineer. (1) Include for all culverts and culverts-bridges unless lane load is used. ), (B1.4) (Use on concrete structures only. >> Mar 17, 2017 - Explore ★【Free Graphic Design Template's board "Steel Structure Details CAD Drawings Download", followed by 853 people on Pinterest. Use 150°F, 120°F for steel superstructure. (*) Modify for type actually used. Notch Toughness for Wide Flange Beams (Do not use the following notes if member is labeled as fracture critical. $7.00 Price for entire set of DWG shown below. general notes a. general. Use for all LRFD bridge and culvert final designs. Note: Increase the haunch by 1/2"± more than what is required to make one size shear connector work for both the CIP and the SIP options. (For ASD, LFD, and allowable stresses, see Development Section.). Will need to add more bars if more than two different wing lengths exist. Structural General Notes Templates. Place a ** next to total surface hydro demolition in the quantity box and add the following note under the estimated quantities box. H2b2. Add (3) to the two separated #5 bar leader notes. Use K1 and K2 for Type B barrier; K9 and K10 for Type D barrier; K3 and K5 for Type H barrier. GENERAL NOTES - EARTHWORK 1. The following notes apply to Type C Bearings. The following two notes shall be placed under the permissible alternate bar shape detail. 1- Given under this heading shall be uniformly application foe R.C.C. %ޭ�� �@g��ǜ�A��߈� Use details marked "typical" wherever they apply. For Type A and C barriers, retroreflective sheeting should be used on both sides of the delineators where there is not more than four lanes divided. (A4a1.24) Use when prime coat is noted on the Bridge Memorandum as required. Coating New Steel (Notes A4a1.1 – A4a1.7). The four extra spaces at the bottom of the table are not required as specified before. Created Date: 3/2/2005 2:04:58 PM (H10.9.1) Add (2) to the dimension for the top of slab to top of the R2 bar. (2) For bridges and retaining walls use "45 lb/cf (Min.)" Exterior Walls . (E2.33) Note to be used only with Drilled Shafts for High Mast Tower Lighting. (See Note H10.7.1 Guidance for using Part Note for Delineation Sheeting Requirements. (H2c2.2) Use for NU 35 and NU 43 only The contractor shall provide bracing necessary for lateral and torsional stability of the girders during construction of the concrete slab and remove the bracing after the slab has attained 75% design strength. “General notes aren’t always intended to inform. Double-Tee girders and adjacent beams do not use coil ties. (H9.12) Use top plates instead of cap rail angles for temporary bridges. General Notes Description AutoCad file with DWG format which contains a frame for A1 paper size. (H9.6) Use only when a base plate is used except for temporary bridges. MoDOT Construction personnel will indicate the bridge approach slab used for this structure: 606.60: guardrail transition – roadway item. Any construction involving these structural steels requires notification to the State Bridge Engineer. Surface condition factor = 0.30, Blast-cleaned surfaces with Class D coatings (organic zinc-rich primer). (See Guardrail Delineation.) (C2b.1) Use for all girders and beams except double-tee girders. dg. greater than the largest anticipated anchor bolt circle diameter per the DSP - High Mast Tower Lighting. 606.00 and 617.10: delineators for railings and barriers – referenced in standard notes. 9 0 obj << /Type /FontDescriptor /FontName /ArialMT /FontFamily (Arial) /FontWeight 400 /FontBBox [-665 -325 2000 1006] /Ascent 728 /Descent -210 /CapHeight -34 /Leading 33 /Flags 42 /ItalicAngle 0 /StemV 80 ), (H9.1b) Use for all W-Beam and Thrie Beam Guardrails with cap rail except for temporary bridges. (H1.3) Add to note (H1.2), only when girders are built up with A514 or A517 steel flanges. x���� (H2b2.1) Place as third note under Joint Filler heading in the General Notes. (H2b1.16) References the transverse S-bars extension into integral end bents shown in the Plan of Panels Placement. Use the following note when ASTM A709 Grade 50W steel is used for superstructure. 01 8000 Rev. (H2c1.35) Use with end spans when both interior and exterior girders or beams are detailed on the same sheet and the 2’-6”long tie rod will not fit in the exterior diaphragm portion. >> (H9.18) Do not use for prestressed double-tee or temporary bridges. Expansion Device at End Bents (G1.1 and G1.1.1). Typically (1) equals ½ inch; (2) equals ¼ inch; and (3) equals ½ inch; see Bridge Memorandum. Underlined Portions of Notes: Underlined portions of standard detailing notes that are not applicable may be omitted. (I3.21) This applies for each zone and not similarly lettered zones as a group. (H7.6) Use underlined portion with prestressed girders and beams. (K1.1) Use for Bridge Approach Slab (Major Road) and omit underlined part for concrete sub-class Bridge Approach Slab (Minor Road). End Bents with Turned-Back Wings (G1.5 and G1.6). 31 0001-1 Rev. Below is additional guidance for using Note H10.7.1: Bridges with two-lane, two-way traffic shall have retroreflective sheeting on both sides of the delineators. 687. H2b3. Australian Steel Detailing General Notes. Place * at the top corners of the beam in the strand arrangement detail. Note: Any new construction using structural steels A514 or A517 requires permission of the State Bridge Engineer. all work shall conform to the requirements of the codes listed below. DWG: PDF: HAC-40 EDGE Lite: 11/1/18: DWG: PDF: HAC-50 EDGE Lite also includes HAC-T50 EDGE Lite details (serrated channel profile) 11/1/18: DWG: PDF: HAC-50 EDGE includes HAC-50 EDGE (EDGE C, S EDGE, & S EDGE C) 11/1/18: DWG: PDF: HAC CRFoS U - Rebar Face of Slab includes HAC-50, HAC-60, and HAC-70 channel profiles: 11/1/18: DWG: PDF The following table is to be placed on the design plans and filled out as indicated. (A1.4) Standard Plans: (For structural design information only. (H2b1.14) Place as fifth note under Joint Filler heading in the General Notes. 1- Given under this heading shall be uniformly application foe R.C.C. Place under the part elevation of barrier and add (1) to fiberglass bar leader notes in the section thru saw cut joint and part elevation of barrier. 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) Structural Objects : Structural Symbols. ), Notch Toughness for Plate Girders (Do not use the following notes if member is labeled as fracture critical. For Box Culverts with transverse joint(s), place notes A2.9 and A2.10 under the Transverse Joint Detail. (H2b1.17) References the 3/8-inch diameter strands shown in the Plans of Panels. (A3.2) Does not apply to Type N PTFE Bearings & Laminated Neoprene Bearing Pad Assembly. structural document and other discipline’s document is the responsibility of the general contractor and the subcontractor responsible for the work. (H.4.7.2) Use for conduits not to be encased in concrete and for structures without open or closed joints in the superstructure. << /Predictor 1 H2c6. C2b. In "General Notes:" section of plans, place the following notes under the heading "Miscellaneous:". (D1.3) Place in General Notes on the front sheet under the heading “Miscellaneous:”. Not required if there is not an expansion gap on the bridge. (D1.23) Place near details of U-bolts lifting device on the superstructure sheet. Use notes H2c3.10 and H2c3.11 when a thrie beam bridge rail is used. (H9.13) Use for placement or replacement of end treatment with thrie beam rail. Plumbing . I keep my General Notes in MS Word. (H7.9) Use the underline portion for all bridges except continuous concrete slab bridges. (G7.3) Use on all plans where HP piles are anticipated to be driven to refusal on rock at any depth. Coating New Steel (Notes A4a2.1 - A4a2.3), Recoating Existing Steel (A4a2.10 – A4a2.13). NS01.1-02. >> (H9.37) Place near any detail specifying the welding of post to base plate of the rail posts. ACSE Standard Drawing Notes Disclaimer: The ACSE is an association formed to provide a forum for the exchange of information between its members and others. Otherwise excavation quantity to the top of drilled shafts needs to be figured. (I2.4)(Use when reinforcing steel is substituted for the threaded rod stud.). Vertical Drain at End Bent (Notes for Bridge Standard Drawings), G5. General Structural Notes: General structural design load notes and structural abbreviations for structural drawings. The syntactic structure of a DWG drawing file includes sections and section substructures. (E1.4) Use for fill at pile cap end bents. (H10.21) Place note under the K Bar Permissible Alternate Shape detail on the barrier at end bents sheet. Users should inform themselves fully before selecting an appropriate paint system. DF = FHWA-modified Gates Dynamic Pile Formula Note is no longer used for P/C P/S panels. (H4.9.1) Use for all conduits to be encased in concrete. 2 0 obj (D1.11) Place with shim plate details on the bent sheet. (E3.1) Horizontal curves (Bridges not of box culvert type), (E3.2) [MS Cell] (Place on Front Sheet of the plans when boring data is provided for bridges, retaining walls, MSE walls and any other structure.). (H2b2.7) References the top flange thickness shown in Section A-A. For guidance for allowing a vibratory screed, see EPG 751.10.1.15 Deck Concrete Finishing. (C2b.30) Use for all girders and beams except WWR reinforced NU-girders and double-tee girders. ), (E2.22) (Use when estimated maximum scour depth (elevation) for CIP piles is required.). (H10.20) Use for Type B barrier only. (E3.5) In the general elevation detail, the vertical clearance dimension callout shall be the following asterisked note placed near the detail. (H9.5) Use post instead of blockout for temporary bridges. On bridges with more than two lanes, retroreflective sheeting is not required on both sides of the delineators. Generals Notes For Structure drawing. electrical drawings for coordination of mechanical/ electrical units and special concentrated loads supported by the wood trusses not indicated on the structural drawings. The table is not required if there are no wearing surface options, instead show the wearing surface and binder type in the details. general notes summary of pay quantities general plan and elevation summary of bridge quantities and construction sequence abutment repair details deck repair details approach slab details roadway transition details traffic control plan phase 1 traffic control plan phase stigler 2,685 stigler .32 82 r 21 location 25 e 22. general notes. Use for voided slab structures, place applicable notes I3.10 thru I3.12 under the void repair heading in the deck repair notes. (A2.14) For Box Culverts where the top slab is used as the riding surface, place the following note on plan sheet. Structural Steel Protective Coatings, A4a1. Place notes H2c1.45 and H2c1.46 near the strand details at girder ends. general notes interior elevation tag exterior elevation tag building section flag wall section flag detail flag detail callout north arrow grid bubble & grid line a 1 room name 101 0 a101 1 sim a 101 a101 1'-0" 1 sim 0'-0" a.f.f. Omit underline portions for single spans. (G1.5) Use for Non-Integral End Bents only. report The void repair heading shall follow the special repair zones heading. (A4a1.3) The coating color shall be as specified on the Design Layout. (H1.1) To be used only with the permission of the Structural Project Manager. (E3.9) Use note with detail drawing to indicate top edge longitudinal slab bar only. << /Type /FontDescriptor /FontName /StylusBT /FontFamily (StylusBT) /FontWeight 300 /FontBBox [-163 -273 1151 939] /Ascent 760 /Descent 240 /CapHeight 700 /Flags 42 /ItalicAngle 0 /StemV 80 /FontFile2 6 0 R NO. 3. ), (E2.20) (Use when prebore is required and the natural ground line is not erratic. ), 60 lb/cf (Max.)". >> For details of chairs, see Sheet No. (H7.8.2) Use note when attaching to weathering steel girders and beams. Typically there are no details on these drawings. Steel Structures- Nonweathering Steel, B3c. All Structures with Longitudinal Construction Joints. 10 0 obj Place notes H2c6.10 thru H2c6.14 with slab haunching diagram [MS Cell] (slab thickness diagram [MS Cell] for double-tee girders and adjacent beams). Surface condition factor = 0.30 (Not used by MoDOT), Unpainted blast-cleaned surfaces to SSPC-SP 6 or better, and blast-cleaned surfaces with Class B coatings (inorganic zinc primer), or unsealed pure zinc or 85/15 zinc/aluminum thermal-sprayed coatings with a thickness less than or equal to 16 mils. ) Size of rod. (B1.10) Use when total estimated excavation is less than 10 cubic yards (No "excavation" item in the Estimated Quantities). minimum n.t.s. 2- All dimension are in inch/ feet unless noted otherwise do not scale the drawing. all information shown applies Hare are some basic and important general notes for structure drawing. (G1.41b) Use the following note when vertical column steel is hooked into the bent beam for seismic category B, C or D. (G1.42) Place the following note on plans when using Optional Section for Column-Web beam joints. 4. Use notes I3.20 and I3.22 for box girder structures only. (Normally where soundings show rock to be very irregular), (A2.3) (The designer should check with Structural Project Manager before placing this note on the plans. General. (H10.1) Exclude underlined part for single span bridges. Additional Notes for Panels on Steel Spans. These are boiler plate notes edited to the project but do not have any interaction with revit objects. Concrete shall be estimated to the nearest cubic yard instead of 0.1 cubic yard due to variances and assumptions used in this estimate. << /Type /Font /Subtype /TrueType /Name /F0 /BaseFont /StylusBT /FontDescriptor 9 0 R /Encoding /WinAnsiEncoding /FirstChar 32 /LastChar 255 /Widths 7 0 R (H9.25) Place near details of shim plates used for horizontal alignment of State System 3. Use 1 1/2" to 1 3/4" for Type 2, 3 and 4 P/S I-girders. (G1.6) Add to sheet showing the typical section thru wing detail. (H9.15) Use post instead of blockout for temporary bridges. Use (one end only) for flat grades otherwise use upgrade. (A4a1.5) Use for structures with Access Doors. 3. Telecom . x��2T � w.�(��@��H� AC3cC��\.�B.�`.�������eX�xH, ���� W�< Top of End Bent Backwall (Without expansion device). Typically (1) equals ½ inch; see Bridge Memorandum. (I3.31) Use for non-hydro demolition projects (conventional deck repair only). Place with plan of beam showing reinforcement and part plan of end bent, V bars not required with part plan of end bent. 2. Structural details and general notes for reference, it follows international standard. CONFUCTS. (A3.6) Use when mechanical bar splices (MBS) are to be specified on the plans. Place with plan of beam. (I1.5) Use with joint filler joints with Asphaltic Concrete Wearing Surface. 609.00: Type A curb for approach slabs– referenced in standard note K1.16, 706.35 Bar Supports for Concrete Reinforcement and 712.40 Steel Dams at Expansion Devices – supplementary details for construction. Sheet 2. For Box Culverts where collar is provided, place the following note on plan sheet. Overcoating Existing Steel (Notes A4a1.21 – A4a1.27). 1. Place ** at the end of the note specifying which strands are bent-up. ), (H1.23) Structural Steel for Wide Flange Beams and Plate Girder Structures. 6 x 6 x 3/8 Angle Connection to Top Flange for Structures on Vertical Curve. "Delineators on bridges with two-lane, two-way traffic shall have retroreflective sheeting on both sides" may be modified, as required. (A4a1.23) Use when a prime coat is not required. Add and U2 bar for skewed structures only. Use 3’-1” and R6 bars for barrier ending on bridge deck. Use 3" to 3 1/4" for bulb-tee girders and Type 6 P/S I-girders. endobj 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). (H2b3.5) Place as second note under Joint Filler heading in the General Notes. I cover under this loads, codes, and general CYA type notes. (G1.41a) Use the following note when vertical column steel is hooked into the bent beam for seismic category A. << /Predictor 1 The contractor shall verify all site conditions and dimensions. I cover steel grades, codes, welding, bolting, min. Additional Prestressed Concrete Box Beam Notes. Class B is standard and included in Spec Book 1081.10.3.10.1. CIP Concrete Piles (Notes for Bridge Standard Drawings), G5a Closed Ended Cast-in Place (CECIP) Concrete Pile, G5b Open Ended Cast-in Place (OECIP) Concrete Pile, H2b. Total unit weight, Ɣr = (95% compaction) x (maximum dry density) x (1 + optimum water content). Fiber Reinforced Polymer (FRP) Wrap - Bent Cap Shear Strengthening, J. MSE Wall Notes (Notes for Bridge Standard Drawings), K. Approach Slab Notes (Notes for Bridge Standard Drawings), Copying Detailing Notes from EPG to MicroStation Drawings, EPG 751.1.2.6 Vertical and Horizontal Clearances, EPG 751.5.9.2.2 Epoxy Coated Reinforcement Requirements, (*) See EPG 751.10.1.12 Slab Pouring Sequences and Construction Joints, https://epg.modot.org/index.php?title=751.50_Standard_Detailing_Notes&oldid=48955, Minor Routes Shouldering Project Guidelines, Class B-2 Concrete (Drilled Shafts & Rock Sockets), Class B-2 Concrete (Superstructure, except, Class B-2 Concrete (Superstructure, except Barrier), Structural Carbon Steel(ASTM A709 Grade 36), Structural Steel (ASTM A709 Grade HPS50W), Structural Steel (ASTM A709 Grade HPS70W), Structural Steel HP Pile (ASTM A709 Grade 50S), Welded or Seamless steel shell (pipe) for CIP pile (ASTM A252 Grade 3). (5) For rehabilitation of decks specify the original design year in parentheses, e.g. Use the underlined portion at/near expansion joints where bearings are within the coating limits as required in Sec 1081.10.3.4. Structural analysis (stress, strain, buckling and modal) Temperature analysis Magnetic and electrical analysis Crush simulations Connected problems (wind load on a building causing deflections) In structural analysis, FEM is used to investigate how the applied forces will affect the product design. (H10.9) Areas shown are for standard barrier heights and a two percent cross slope. (H9.34) Place in General Notes or near Elevation of Thrie Beam Rail. P/S Structures (G1.9 and G1.9.1). See Structural Project Manager or Structural Liaison Engineer. Bolted Field Splices for Plate Girders and Wide Flange Beams use Type 3 for weathering steel bolted connections and Type 1 for plain or galvanized steel bolted connections. general the general notes and typical details are applicable to all structural conditions not specifically detailed or referenced on structural drawings. For precast prestressed panel stresses, see Sheet No. these notes, details and drawings are to be read in conjunction with the project specifications. Remove underline part for CIP slabs. (H4.8.1) Use for all junction boxes to be encased in concrete at the roadway face of barrier. ∗ Place general notes H2c2.2 and H2c2.3 with H2c1 general notes where space allows. 8.4k Views. (See Guardrail Delineation.) See more ideas about steel structure, steel structure buildings, architecture details. Structural details of wooden bleachers dwg. Drilled shaft diameter is required to be at least 21 in. (E2.23) (Use when static test piles are required.) }�u�̻�W�K%ж��+p.���Wƺ������o%����y%3�I2���sZF�6��VW2�|�u�9-#|���m��1��|�e�o�囁�K2���sZF�؟3 >h���sZF�؟3P�|�O`�cN�_a�H�$s�O��ǜ���r�n��%�$9��|�)u "Delineators on bridges with two-lane, two-way traffic shall have retroreflective sheeting on both sides" may be removed at the discretion of the design team. Strip Seal (Notes for Bridge Standard Drawings), H5e.

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