18051_Drawings 01 STRUC_ARCH.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ 171 190000000439 3
- Issued by
- Genesee County, Fife Lake Village, Michigan
About this file
This file consists of structural and architectural construction drawings for the Flint State Office Building Parking Garage Elevator Renovation project (1810-001) located at 125 E. Union Street in Flint, Michigan. The drawings depict foundation plans and sump pit details for elevator renovation work, including the removal of existing concrete slabs and installation of new sump pits positioned centrally between elevators. The project specifies concrete design requirements with a compressive strength of 3,500 psi for footings and foundations, reinforcing steel with a yield strength of 60,000 psi, and compliance with the Michigan Building Code 2015 and ACI 318 standards. The drawings include detailed specifications for concrete mix guidelines, including slump requirements of 4 inches plus or minus 1 inch, aggregate specifications, and provisions for flyash or ground blast furnace slag in foundation concrete. Reinforcement details show #4 and #5 dowels at specified spacing intervals, bentonite water stops, and epoxy-anchored connections to existing concrete elements.
The construction documents require all work to be performed in accordance with contract specifications, with field verification of existing conditions prior to construction given that complete original building drawings were unavailable. Contractors must provide submittals for product data, design mixes, steel reinforcement shop drawings, material test reports, and certifications. Concrete testing is mandated for each 100 cubic yards or fraction thereof, including slump, air content, temperature, unit weight, and compressive strength testing following ASTM standards. Special inspections are required per Chapter 17 of the Michigan Building Code. The contractor bears responsibility for construction methods, sequences, and structural integrity throughout all construction phases, with mandatory notification to the structural engineer of any conditions that could endanger structural stability. Product substitutions require engineer approval a minimum of two weeks prior to installation.
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Other files
| File | Type | Posted |
|---|---|---|
| 18051_Drawings 03 ARCH.pdf | ||
| Addendum 2 18051 (r).pdf | ||
| 18051_Drawings 07 ELEC.pdf | ||
| 18051_Drawings 02 ARCH.pdf | ||
| 18051_Drawings 05 MECH.pdf | ||
| Advertisemnt 18051 (r).pdf | ||
| Addendum 1 18051 (r).pdf | ||
| 18051_Drawings 06 ELEC.pdf | ||
| Specifications 18051 (r).pdf | ||
| 18051_Drawings 04 ARCH.pdf |
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Text version
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FLINT STATE
OFFICE BUILDING
PARKING
GARAGE
ELEVATOR
RENOVATION
1810-001
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NORTH
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FOUNDATION
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PLAN
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REMOVE SLAB FOR INSTALLATION OF SUMP PIT AS REQUIRED
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SUMP PIT CENTER BTWN ELEVATORS
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EXISTING PILE CAP
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EXISTING PILE CAP
AutoCAD SHX Text ENGINEERING DATA Design stresses Concrete Footings and Foundations f'c = 3500 psi f'c = 3500 psi Reinforcing steel Fy = 60000 psi Fy = 60000 psi Structural design requirements Design codes General building code Michigan Building Code 2015 Michigan Building Code 2015 Concrete ACI 318 ACI 318
AutoCAD SHX Text CONCRETE MIX GUIDELINES Footings and Foundations Slump 4 inch +/- 1 inch 4 inch +/- 1 inch Large Aggregate 1 inch 1 inch 1. In footings and foundation concrete 25% flyash or 30% ground blast furnace In footings and foundation concrete 25% flyash or 30% ground blast furnace slag is acceptable. A minimum of 30% ground blast furnace slag is recommended for interior slabs. 2. Aggregates shall be clean uniformly graded from coarse to fine. Aggregates shall be clean uniformly graded from coarse to fine. 3. Water-reducing admixtures may be used to maintain water/cement ratio Water-reducing admixtures may be used to maintain water/cement ratio AND workability- note that this may affect finishing procedures. 4. Coordinate admixtures and curing measures to be compatible with flooring Coordinate admixtures and curing measures to be compatible with flooring materials and adhesives.
AutoCAD SHX Text GENERAL STRUCTURAL NOTES 1. All work shall be performed in accordance with the contract documents. In All work shall be performed in accordance with the contract documents. In case of a conflict within the contract documents, the more stringent condition shall govern, unless directed otherwise by the engineer of record. Prior to implementation, any discrepancies shall be reported to the architect for clarification. 2. In the event that certain details of construction are not indicated or noted In the event that certain details of construction are not indicated or noted in the drawings, details for similar conditions that are indicated or noted shall be utilized, subject to the structural engineer's approval. 3. Openings and penetrations through structural elements, and items embedded Openings and penetrations through structural elements, and items embedded in structural elements that are not indicated in the structural drawings shall be reviewed by the structural engineer prior to fabrication, erection and/or construction. 4. The structure has been designed for the in-service loads only. The The structure has been designed for the in-service loads only. The methods, procedures and sequences of construction are the responsibility of the contractor. Contractor shall take all necessary precautions to maintain and ensure the integrity of the structure at all stages of construction. Contractor shall immediately notify the structural engineer of any condition which, in his opinion, might endanger the stability of the structure or cause distress in the structure. 5. All existing conditions and all related dimensions indicated in the contract All existing conditions and all related dimensions indicated in the contract documents shall be field verified prior to fabrication, erection and/or construction. Any condition that differs from that indicated in the contract documents shall be submitted to the architect for review prior to fabrication, erection and/or construction. 6. The structure has been designed to meet or exceed serviceability The structure has been designed to meet or exceed serviceability requirements of section 1604.3 of the Michigan Building Code. All non-structural components & their connections that are anchored to the structure shall be designed to allow for the movement of the structure caused by wind, snow, live, thermal, shrinkage/creep and earthquake loads. Non-structural components include items such as non-load bearing walls, MEP components, bulkheads, etc. shall be constructed with methods that allow for this movement without compromising the integrity of any building components. 7. Provide special inspection in accordance with chapter 17 of the Michigan Provide special inspection in accordance with chapter 17 of the Michigan Building Code and with project specifications. 8. Unless noted otherwise, all loads specified in these documents are nominal Unless noted otherwise, all loads specified in these documents are nominal loads and are to be entered into the appropriate strength or allowable stress design load combinations with appropriate factors, as defined by ASCE 7, by the building component engineer in the design of their product. 7, by the building component engineer in the design of their product. Gravity load shear beam reactions on plan for steel framing represent the combined service load effect from allowable stress design load combinations. 9. Where product substitutions are desired, they shall be submitted to engineer Where product substitutions are desired, they shall be submitted to engineer for review & approval a minimum of 2 weeks prior to planned installation.
AutoCAD SHX Text GENERAL FOUNDATION AND CONCRETE NOTES . 1. Fill material shall be thoroughly compacted prior to placement of concrete. Fill material shall be thoroughly compacted prior to placement of concrete. Fill under all slabs on grade shall be as recommended in the geotechnical report. If there is no geotechnical report, a minimum of 6" of well draining granular material shall be placed under all slabs on grade (UNO elsewhere in the construction documents). 2. Unless otherwise noted, a 15 mil, ASTM E 1745 Class A vapor barrier, with a Unless otherwise noted, a 15 mil, ASTM E 1745 Class A vapor barrier, with a permeability rate of 0.01 perms or lower, shall be placed under all slabs on grade after under floor work and compaction is complete. Seal all laps and penetrations. Turn up vapor barrier against wall at all slab edges. 3. Coordinate finish of all foundation work, including slabs on grade, with Coordinate finish of all foundation work, including slabs on grade, with architectural and flooring supplier's requirements. 4. Lap all reinforcing as indicated in "Reinforcement Development and Lap Lap all reinforcing as indicated in "Reinforcement Development and Lap Splice Lengths" detail. Provide corner bars for all horizontal reinforcing. Provide dowels from footing equal in size and number to vertical wall or pier reinforcing (UNO). 5. Cover for reinforcing shall be in accordance with ACI-318. Cover for reinforcing shall be in accordance with ACI-318. 6. Grade beams and walls that retain earth on both sides shall be backfilled on Grade beams and walls that retain earth on both sides shall be backfilled on both sides simultaneously. 7. Do not backfill earth retaining walls until concrete has reached 75% of its Do not backfill earth retaining walls until concrete has reached 75% of its required 28 day strength, and all bracing elements are in place (lower and upper floors).. 8. Refer to "General Structural Notes" for information regarding special Refer to "General Structural Notes" for information regarding special inspections and installation of post installed anchors.
AutoCAD SHX Text CONCRETE SPEC NOTES 1. All concrete shall be done in accordance with ACI 117, 211, 301, 306.1, 302, All concrete shall be done in accordance with ACI 117, 211, 301, 306.1, 302, 315, 347 and 318 requirements, and as stated on contract documents. 2. Provide submittals for Product Data, Design Mixes, Steel Reinforcement Shop Provide submittals for Product Data, Design Mixes, Steel Reinforcement Shop Drawings, Material Test Reports, and Material Certifications. 3. All exposed exterior concrete retaining and foundation walls shall be All exposed exterior concrete retaining and foundation walls shall be considered to have an Architecturally exposed class "A" finish, in accordance with ACI 347. Finish concrete walls as directed by Architect. 4. Testing of concrete shall be done for each 100 cu. yd. or fraction thereof, Testing of concrete shall be done for each 100 cu. yd. or fraction thereof, and shall include but is not limited to slump, air content concrete temperature, unit weight, and compressive strength. All testing shall follow ASTM standards. 5. Admixtures shall contain no more than 0.1 percent water-soluble chloride Admixtures shall contain no more than 0.1 percent water-soluble chloride ions by mass of cementitious material. Do not use admixtures containing calcium chloride. a. Water-Reducing Admixture: ASTM C494, Type A Water-Reducing Admixture: ASTM C494, Type A b. High-Range, Water-Reducing Admixture: ASTM C494, Type F High-Range, Water-Reducing Admixture: ASTM C494, Type F c. Water-Reducing and Accelerating Admixture: ASTM C494, Type E Water-Reducing and Accelerating Admixture: ASTM C494, Type E d. Water-Reducing and Retarding Admixture: ASTM C494, Type D Water-Reducing and Retarding Admixture: ASTM C494, Type D e. Air-Entraining Admixture: ASTM C260 Air-Entraining Admixture: ASTM C260 6. Repair and patch defective areas as directed by Architect.Repair and patch defective areas as directed by Architect.
AutoCAD SHX Text EXISTING BUILDING SURVEY NOTE: COMPLETE CONSTRUCTION DRAWINGS FOR THE EXISTING BUILDING WERE UNAVAILABLE. THEREFORE, AN ATTEMPT HAS BEEN MADE TO ANTICIPATE CONDITIONS IN THE EXISTING STRUCTURE. STRUCTURAL COMPONENTS MAY OR MAY NOT HAVE BEEN EXPOSED TO VIEW DURING STRUCTURAL SURVEYS. ALL EXISTING STRUCTURAL INFORMATION, INCLUDING SIZES AND DIMENSIONS, SHALL BE FIELD VERIFIED. NOTIFY A/E IF ACTUAL CONDITIONS DIFFER FROM THE CONTRACT DOCUMENTS.
AutoCAD SHX Text CMU WALL SEE ARCH. PROVIDE #4 DOWELS @ 24" OC INTO EX ELEVATOR PIT SLAB(EMBED 3") GROUT CMU @ ANCHORS
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#4 @ 12" EW EACH WALL DOWEL VERTICAL BARS INTO SLAB
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#4 @ 8" EW CENTERED IN SLAB
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EXISTING ELEVATOR PIT SLAB
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SUMP PIT DETAIL
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BENTONITE WATER STOP
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#5 DOWEL @ 12" OC DRILL AND EPOXY INTO EX CONCRETE (EMBED 6" MIN)
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WATER STOP
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#4 @ 12" EW EACH FACE DOWEL VERTICAL BARS INTO SLAB
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EXISTING ELEVATOR PIT SLAB
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SUMP PIT DETAIL
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#5 DOWEL @ 12" OC DRILL AND EPOXY INTO EX CONCRETE (EMBED 6" MIN)
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WATER STOP
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EXISTING ELEVATOR PIT WALL
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BENTONITE WATER STOP
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SUMP PIT SLAB
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#4 @ 8" OC
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FOUNDATION
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PLAN
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JDH
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JDH
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SHEET TITLE
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PROJECT NUMBER
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SHEET NUMBER
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PROJECT
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DATE ISSUED
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CHECKED BY
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DRAWN BY
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CONSULTANT
AutoCAD SHX Text 18-309.00
AutoCAD SHX Text 125 E. Union St. Flint, MI
AutoCAD SHX Text File No.: 071/18051.TYC Index No.: 171CODTMB7188
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FLINT STATE
OFFICE BUILDING
PARKING
GARAGE
ELEVATOR
RENOVATION
1810-001
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NORTH
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FOUNDATION
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PLAN
AutoCAD SHX Text 1/4" = 1'-0"
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REMOVE SLAB FOR INSTALLATION OF SUMP PIT AS REQUIRED
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SUMP PIT
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AutoCAD SHX Text S100
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EXISTING PILE CAP
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EXISTING PILE CAP
AutoCAD SHX Text ENGINEERING DATA Design stresses Concrete Footings and Foundations f'c = 3500 psi f'c = 3500 psi Reinforcing steel Fy = 60000 psi Fy = 60000 psi Structural design requirements Design codes General building code Michigan Building Code 2015 Michigan Building Code 2015 Concrete ACI 318 ACI 318
AutoCAD SHX Text CONCRETE MIX GUIDELINES Footings and Foundations Slump 4 inch +/- 1 inch 4 inch +/- 1 inch Large Aggregate 1 inch 1 inch 1. In footings and foundation concrete 25% flyash or 30% ground blast furnace In footings and foundation concrete 25% flyash or 30% ground blast furnace slag is acceptable. A minimum of 30% ground blast furnace slag is recommended for interior slabs. 2. Aggregates shall be clean uniformly graded from coarse to fine. Aggregates shall be clean uniformly graded from coarse to fine. 3. Water-reducing admixtures may be used to maintain water/cement ratio Water-reducing admixtures may be used to maintain water/cement ratio AND workability- note that this may affect finishing procedures. 4. Coordinate admixtures and curing measures to be compatible with flooring Coordinate admixtures and curing measures to be compatible with flooring materials and adhesives.
AutoCAD SHX Text GENERAL STRUCTURAL NOTES 1. All work shall be performed in accordance with the contract documents. In All work shall be performed in accordance with the contract documents. In case of a conflict within the contract documents, the more stringent condition shall govern, unless directed otherwise by the engineer of record. Prior to implementation, any discrepancies shall be reported to the architect for clarification. 2. In the event that certain details of construction are not indicated or noted In the event that certain details of construction are not indicated or noted in the drawings, details for similar conditions that are indicated or noted shall be utilized, subject to the structural engineer's approval. 3. Openings and penetrations through structural elements, and items embedded Openings and penetrations through structural elements, and items embedded in structural elements that are not indicated in the structural drawings shall be reviewed by the structural engineer prior to fabrication, erection and/or construction. 4. The structure has been designed for the in-service loads only. The The structure has been designed for the in-service loads only. The methods, procedures and sequences of construction are the responsibility of the contractor. Contractor shall take all necessary precautions to maintain and ensure the integrity of the structure at all stages of construction. Contractor shall immediately notify the structural engineer of any condition which, in his opinion, might endanger the stability of the structure or cause distress in the structure. 5. All existing conditions and all related dimensions indicated in the contract All existing conditions and all related dimensions indicated in the contract documents shall be field verified prior to fabrication, erection and/or construction. Any condition that differs from that indicated in the contract documents shall be submitted to the architect for review prior to fabrication, erection and/or construction. 6. The structure has been designed to meet or exceed serviceability The structure has been designed to meet or exceed serviceability requirements of section 1604.3 of the Michigan Building Code. All non-structural components & their connections that are anchored to the structure shall be designed to allow for the movement of the structure caused by wind, snow, live, thermal, shrinkage/creep and earthquake loads. Non-structural components include items such as non-load bearing walls, MEP components, bulkheads, etc. shall be constructed with methods that allow for this movement without compromising the integrity of any building components. 7. Provide special inspection in accordance with chapter 17 of the Michigan Provide special inspection in accordance with chapter 17 of the Michigan Building Code and with project specifications. 8. Unless noted otherwise, all loads specified in these documents are nominal Unless noted otherwise, all loads specified in these documents are nominal loads and are to be entered into the appropriate strength or allowable stress design load combinations with appropriate factors, as defined by ASCE 7, by the building component engineer in the design of their product. 7, by the building component engineer in the design of their product. Gravity load shear beam reactions on plan for steel framing represent the combined service load effect from allowable stress design load combinations. 9. Where product substitutions are desired, they shall be submitted to engineer Where product substitutions are desired, they shall be submitted to engineer for review & approval a minimum of 2 weeks prior to planned installation.
AutoCAD SHX Text GENERAL FOUNDATION AND CONCRETE NOTES . 1. Fill material shall be thoroughly compacted prior to placement of concrete. Fill material shall be thoroughly compacted prior to placement of concrete. Fill under all slabs on grade shall be as recommended in the geotechnical report. If there is no geotechnical report, a minimum of 6" of well draining granular material shall be placed under all slabs on grade (UNO elsewhere in the construction documents). 2. Unless otherwise noted, a 15 mil, ASTM E 1745 Class A vapor barrier, with a Unless otherwise noted, a 15 mil, ASTM E 1745 Class A vapor barrier, with a permeability rate of 0.01 perms or lower, shall be placed under all slabs on grade after under floor work and compaction is complete. Seal all laps and penetrations. Turn up vapor barrier against wall at all slab edges. 3. Coordinate finish of all foundation work, including slabs on grade, with Coordinate finish of all foundation work, including slabs on grade, with architectural and flooring supplier's requirements. 4. Lap all reinforcing as indicated in "Reinforcement Development and Lap Lap all reinforcing as indicated in "Reinforcement Development and Lap Splice Lengths" detail. Provide corner bars for all horizontal reinforcing. Provide dowels from footing equal in size and number to vertical wall or pier reinforcing (UNO). 5. Cover for reinforcing shall be in accordance with ACI-318. Cover for reinforcing shall be in accordance with ACI-318. 6. Grade beams and walls that retain earth on both sides shall be backfilled on Grade beams and walls that retain earth on both sides shall be backfilled on both sides simultaneously. 7. Do not backfill earth retaining walls until concrete has reached 75% of its Do not backfill earth retaining walls until concrete has reached 75% of its required 28 day strength, and all bracing elements are in place (lower and upper floors).. 8. Refer to "General Structural Notes" for information regarding special Refer to "General Structural Notes" for information regarding special inspections and installation of post installed anchors.
AutoCAD SHX Text CONCRETE SPEC NOTES 1. All concrete shall be done in accordance with ACI 117, 211, 301, 306.1, 302, All concrete shall be done in accordance with ACI 117, 211, 301, 306.1, 302, 315, 347 and 318 requirements, and as stated on contract documents. 2. Provide submittals for Product Data, Design Mixes, Steel Reinforcement Shop Provide submittals for Product Data, Design Mixes, Steel Reinforcement Shop Drawings, Material Test Reports, and Material Certifications. 3. All exposed exterior concrete retaining and foundation walls shall be All exposed exterior concrete retaining and foundation walls shall be considered to have an Architecturally exposed class "A" finish, in accordance with ACI 347. Finish concrete walls as directed by Architect. 4. Testing of concrete shall be done for each 100 cu. yd. or fraction thereof, Testing of concrete shall be done for each 100 cu. yd. or fraction thereof, and shall include but is not limited to slump, air content concrete temperature, unit weight, and compressive strength. All testing shall follow ASTM standards. 5. Admixtures shall contain no more than 0.1 percent water-soluble chloride Admixtures shall contain no more than 0.1 percent water-soluble chloride ions by mass of cementitious material. Do not use admixtures containing calcium chloride. a. Water-Reducing Admixture: ASTM C494, Type A Water-Reducing Admixture: ASTM C494, Type A b. High-Range, Water-Reducing Admixture: ASTM C494, Type F High-Range, Water-Reducing Admixture: ASTM C494, Type F c. Water-Reducing and Accelerating Admixture: ASTM C494, Type E Water-Reducing and Accelerating Admixture: ASTM C494, Type E d. Water-Reducing and Retarding Admixture: ASTM C494, Type D Water-Reducing and Retarding Admixture: ASTM C494, Type D e. Air-Entraining Admixture: ASTM C260 Air-Entraining Admixture: ASTM C260 6. Repair and patch defective areas as directed by Architect.Repair and patch defective areas as directed by Architect.
AutoCAD SHX Text EXISTING BUILDING SURVEY NOTE: COMPLETE CONSTRUCTION DRAWINGS FOR THE EXISTING BUILDING WERE UNAVAILABLE. THEREFORE, AN ATTEMPT HAS BEEN MADE TO ANTICIPATE CONDITIONS IN THE EXISTING STRUCTURE. STRUCTURAL COMPONENTS MAY OR MAY NOT HAVE BEEN EXPOSED TO VIEW DURING STRUCTURAL SURVEYS. ALL EXISTING STRUCTURAL INFORMATION, INCLUDING SIZES AND DIMENSIONS, SHALL BE FIELD VERIFIED. NOTIFY A/E IF ACTUAL CONDITIONS DIFFER FROM THE CONTRACT DOCUMENTS.
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#4 @ 12" EW EACH WALL DOWEL VERTICAL BARS INTO SLAB
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#4 @ 8" EW CENTERED IN SLAB
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PILE CAP BEYOND
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EXISTING ELEVATOR PIT SLAB
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EXISTING ELEVATOR PIT SLAB
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EXISTING ELEVATOR PIT WALL
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EXISTING PILE CAP
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#5X16" DOWELS @ 12" OC DRILL AND EPOXY INTO EX CONCRETE (EMBED 6" MIN)
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SUMP PIT DETAIL
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SUMP PIT DETAIL
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#4 @ 8" OC
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#5 DOWEL @ 12" OC DRILL AND EPOXY INTO EX CONCRETE
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BENTONITE WATER STOP
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BENTONITE WATER STOP
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#5 DOWEL @ 12" OC DRILL AND EPOXY INTO EX CONCRETE (EMBED 6" MIN)
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WATER STOP
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FOUNDATION
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SHEET TITLE
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PROJECT NUMBER
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PROJECT
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DATE ISSUED
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CHECKED BY
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DRAWN BY
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CONSULTANT
AutoCAD SHX Text 18-309.00
AutoCAD SHX Text 125 E. Union St. Flint, MI
AutoCAD SHX Text File No.: 071/18051.TYC Index No.: 171CODTMB7188
| 18051_Drawings 01 STRUC_ARCH |
| A-000 |
| A-001 |
| S-100 |
| S-100A |
| A-100 |
A-101
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