671-18-118 Install Generator at PTRP-Bid Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

INSTALL ELECTRICAL

GENERATOR

VAMC SAN ANTONIO, TX

671-18-118

Project Director

10/11/2019Revisions: Date:

A/E:

RMDC ENGINEERING, INC.

2815 VALLEY VIEW LANE, SUITE 214

DALLAS, TEXAS 75234

P: 972-488-8077

MIKE DAWES, PE

TEXAS REGISTERED ENGINEERING FIRM: F-15386

CONSULTANTS

STRUCTURAL:

STRUCTURAL STUDIO CONSULTING ENGINEERS

1506 GRIFFIN STREET WEST

DALLAS, TEXAS 75215

214-273-0300

NIGEL BROWN, PE

TEXAS REGISTERED ENGINEERING FIRM: F-11469

D S E

L I C E N

S

XET

A

RE

L E NGI

EN

T

OE

T S

A

OR

P

S

NI O

SEF

A

F

ROBERT M. DAWES

92452 engineer is an offense under the Texas Engineering Practice Act.

without proper notification to the responsible

The seal appearing on this document was authorized by Robert M. Dawes, 92452 on

10/11/2019. Alteration of a sealed document GI100

COVER SHEET

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INSTALL ELECTRICAL GENERATOR AT PTRP VA PROJECT NUMBER 671-18-118

AutoCAD SHX Text INDEX OF DRAWINGS: DRAWING NUMBER SHEET TITLE SHEET TITLE GENERAL: GI100 COVER SHEET COVER SHEET STRUCTURAL: SS101 GENERAL NOTES AND SPECIAL INSTRUCTIONS GENERAL NOTES AND SPECIAL INSTRUCTIONS SS201 FOUNDATION PLAN FOUNDATION PLAN SS202 SUBGRADE PREPARATION PLAN SUBGRADE PREPARATION PLAN SS301 FOUNDATION SECTIONS FOUNDATION SECTIONS SS302 FOUNDATION TYPICAL DETAILS FOUNDATION TYPICAL DETAILS MEP: MEP100 SITE PLAN: GENERAL REQUIREMENTS, PHASING PLAN AND SW3P PLAN SITE PLAN: GENERAL REQUIREMENTS, PHASING PLAN AND SW3P PLAN MEP101 SITE PLAN: GRADING SITE PLAN: GRADING ELECTRICAL: ES100 NOTES AND SYMBOLS LEGEND NOTES AND SYMBOLS LEGEND ES200 SITE PLAN SITE PLAN ES300 RISERS AND DETAILS RISERS AND DETAILS ES301 DETAILSDETAILS

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DEPARTMENT OF VETERANS AFFAIRS

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VETERANS AFFAIRS MEDICAL CENTER, SAN ANTONIO

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AutoCAD SHX Text BUILDING CODES: 2018 NFPA 101 LIFE SAFETY CODE NFPA 101 LIFE SAFETY CODE 2018 NFPA NATIONAL FIRE CODES WITH THE EXCEPTION NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900 2016 NFPA 110 STANDARD FOR EMERGENCY AND NFPA 110 STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS 2017 NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL CODE 2018 INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL PLUMBING CODE INTERNATIONAL PLUMBING CODE 2018 INTERNATIONAL MECHANICAL CODE INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FUEL GAS CODE INTERNATIONAL FUEL GAS CODE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) VA REQUIREMENTS ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABASS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

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HUEBNER

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WURZBACK

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FREDRICKSBURG RD.

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HAMILTON-WOLFE RD.

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GUS ECKERT RD.

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CINNAMON HILL

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CINNAMON

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CREEK DR.

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CINNAMON

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TRAIL

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USSA

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FAWN MEADOWS

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VALLY GREEN

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BLVD.

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RESEARCH

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DR.

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FLOYD CURL DR.

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GOLDEN QUAIL

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ENCINO PARK RD.

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SOUTHWELL RD.

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VERBENA ST.

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HOLLYHOCK ST.

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LOCKHILL RD.

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PRUE RD.

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BLUEMEL RD.

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GARDENDALE ST.

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PROJECT LOCATION

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STRUCTURAL NOTES

GENERAL

1. The Structural Drawings show the completed structure. They do not show components that may be necessary to support or stabilize the work during construction. The Contractor is solely responsible for ways and means of construction, and for safety on the jobsite during construction.

2. Sections and Details on the Structural Drawings are referenced from the drawings. They apply where referenced, and at all similar locations.

3. Typical Details may not be referenced from the drawings. They apply at the conditions described on the

Typical Detail.

4. See Mechanical Drawings for exact location and sizes of small mechanical openings, sleeves, etc. not shown on the Structural Drawings.

5. Do not use reproductions of the Structural Drawings for shop drawing purposes. CAD files of the Structural

Drawings will not be provided for this purpose.

6. Verify, prior to construction that the new construction will not conflict with existing utilities. If a conflict arises, notify the Architect, and stop the affected work until an appropriate solution to the conflict is found, and the

Architect issues written authorization to proceed with the work.

7. Field verify all dimensions locating existing building elements.

DESIGN LOADS

1. Design loads are based on the 2015 International Building Code.

2. Gravity loads:

a. Design loads are as listed on foundation plan.

FOUNDATION

1. Foundation design is based on the soils report prepared by TTL, Inc., project number 000180902558.00, dated February 15, 2019 and supplemental recommendations in a letter dated March 6, 2019. Perform all foundation work in accordance with the recommendations of the soils report.

2. Allowable bearing pressure for foundations is 3 ksf for footings founded a minimum of 3 feet below the existing ground surface.

3. Notify the field representative of the Geotechnical Engineer referenced above, or other pre-approved testing laboratory, at least 48 hours before installing foundations. Begin installation of foundations only in the presence of the field representative. Maintain a log of all foundations, recording the foundation identification mark, size, depth to top of bearing strata, depth to bottom of foundation, reinforcing steel, and concrete quantity.

4. Subgrade preparation under generator pad:

a. Remove the uppermost 6" of soil and any exposed organic materials. Do not use this material for the generator pad.

b. Excavate a minimum of 2 feet below existing site grade. Provide 1% slope at bottom elevation to prevent ponding, and maintain positive drainage or pumping capacity to prevent accumulation of water in the excavation during construction.

c. Excavate an additional one foot below the perimeter strip footing. Excavate with a smooth-mouthed bucket for a neat excavation.

d. Proof-roll the entire area with a 20-ton roller. If any weak yielding zones are present, they should be over excavated, both vertically and horizontally, to expose competent soil.

e. Scarify the exposed subgrade to a depth of at least 6 inches. Uniformly compact soil to a dry density of at least 95% of Standard Proctor (ASTM D-698) maximum dry density. Maintain a soil moisture content at time of compaction between optimum and +4 percentage points of the material's optimum moisture content.

f. Backfill with flowable fill, as shown in 01/S202.

g. Backfill behind the retaining wall with granular backfill, as shown in 01/S202.

h. Generator Foundation h.1. Backfill to 1'-2" below the generator pad finished elevation with select fill. Place in layers of 8 inch maximum loose thickness. Uniformly compact soil to a dry density of at least 95% of

Standard Proctor (ASTM D-698) maximum dry density. Maintain a soil moisture content at time of compaction between -2 and +3. Percentage points above the material's optimum moisture content. Maintain the specified moisture content until the building pad is completed.

h.2. Backfill above the Select Fill with 6 inches of Granular Select Fill. Place Granual Select Fill to the same requirements as the Select Fill listed above.

i. Select Fill shall be a uniformly blended clayey sand having a Liquid Limit less than 30 and a Plasticity

Index (PI) between 4 and 15. Do not use on-site soils for Select Fill.

j. Flowable Fill shall be a self-compacting concrete mix, with a concrete strength of 300 psi or less, and a slump of 8 inches or more.

k. Granual Select Fill shall be a free-draining sand or gravel.

k.1. Sand - 100 percent passing the No. 16 sieve and not more than 5 percent passing the No. 200 sieve.

k.2. Gravel - washed, evenly graded miscture of crushed stone, or crushed or uncrushed gravel with

100 percent passing the 1 inch sieve and not more than 5 percent passing the No. 4 sieve.

5. Where utility trenches enter beneath the foundations, install a plug of low-permeability clay soil. Refer to

Typical Detail. Backfill utility trenches beneath the building using properly compacted select fill, rather than granular material.

6. Provide and maintain positive surface drainage away from the building in accordance with the recommendations of the soils report.

7. The Generator Pad and Strip Footings may be earth-formed on the sides, provided that excavations will safely stand with a vertical cut, and provided that footing sides are located within a tolerance of -0" to +3".

Earth-forming of retaining walls is not acceptable.

REINFORCED CONCRETE

1. Perform concrete work in compliance with "Building Code Requirements for Structural Concrete" (ACI

318-11). Use materials and methods in compliance with "Specification for Structural Concrete for Buildings"

(ACI 301). Structural concrete shall be of normal weight aggregate with specified properties as described below. Use Type I or Type II Portland cement. Do not use fly ash in concrete slabs. Fly ash may be used in other mixes to a maximum of 20% of cementitious materials by weight.

28 day maximum air maximum

Strength slump aggregate content w/c ratio

Structural concrete 4000 psi 4" 1" 4.5% 0.50

Paving See typical details on S302

2. Maximum tolerance for slump is 1". Reject any concrete with non-complying slump, and return to the supplier. Submit the proposed mix for review at least 14 days prior to placing concrete.

3. Reinforcing steel shall conform to ASTM A-615, Grade 60.

4. Do not weld reinforcing steel.

5. All reinforcing shall lap 36 bar diameters at splices unless noted otherwise. Hook continuous bars at discontinuous ends.

6. Detail concrete reinforcing and accessories in accordance with the latest edition of ACI Publication 315.

7. Provide concrete protection for reinforcing as listed below, unless noted otherwise on sections or details.

Beams and walls on earth 2" sides and top, 3" bottom

8. Locate horizontal joints only where shown. Locate vertical joints at or near the center of spans, or as approved in writing by the Structural Engineer.

SITE OBSERVATIONS BY STRUCTURAL STUDIO

1. Structural Studio has been engaged to make periodic site visits during construction to observe the progress of the structural work. Notify the Engineer of Record at least 48 hours in advance of the following tasks:

a. First pour of retaining walls.

b. Final "punch list" visit.

2. A site observation by Structural Studio does not take the place of the Special Inspections listed in the

Contract Documents.

SPECIAL INSPECTIONS

SPECIAL INSPECTIONS: GENERAL

1. The Contractor shall employ and pay for services of an independent testing laboratory to perform the

Special Inspections specified in the Contract Documents or required by the C.O.R..

2. Submit testing lab reports to the C.O.R., with copies to the Mechanical Engineer, the Contractor and the Structural Engineer.

3. Notify the testing laboratory in sufficient time to allow performance of the specified inspections and testing. Cooperate with the laboratory to facilitate execution of required services.

4. Services of a laboratory do not relieve Contractor's obligations to perform the work in accordance with the Contract Documents.

5. Each inspection shall be documented promptly with a written report. Each report shall include:

a. Date issued.

b. Project title and number.

c. Testing laboratory name, address and telephone number.

d. Name and signature of laboratory inspector.

e. Date and time of inspection.

f. Date of test.

g. Identification of product.

h. Location of sample or test in the Project.

i. Type of inspection or test.

j. Results of tests.

k. Statement of compliance or non-compliance with Contract Documents.

l. Interpretation of test results that indicate unsatisfactory conditions.

6. Track all non-complying work in subsequent reports until the work has been corrected and re-inspected.

7. Refer to the Contract Documents and the Building Code for applicable Standards and Criteria.

SPECIAL INSPECTIONS: SUBGRADE DENSITY

1. Obtain samples of imported fill from each proposed source. Test fill for liquid limit, plasticity index and gradation, and verify that materials meet the requirements stated in the Geotechnical Report and on the Contract Documents.

2. Perform in-place density test of completed proof-rolled subgrade in accordance with ASTM D-6938.

3. Perform in-place density test of completed subgrade in accordance with ASTM D-6938, one test for each day's work.

4. Perform in-place density tests of completed backfill in accordance with ASTM D-6938. Perform one test for each lift placed each day.

5. Perform in-place density tests of completed backfill at retaining walls in accordance with ASTM

D-6938. Perform one test for each lift placed each day.

6. Perform in-place density tests of completed backfill at utility trenches within the new construction in accordance with ASTM D-6938. Perform one test for each lift placed each day.

7. Inspect the subgrade soil beneath each footing. Verify that bearing material is consistent with the

Contract Documents and the geotechnical report.

SPECIAL INSPECTIONS: FLOWABLE FILL

Refer to Specification.

SPECIAL INSPECTIONS: CONCRETE

1. Review and approve concrete mix designs submitted by Contractor.

2. Perform continuous inspection of concrete during placement on site.

3. Inspect plastic concrete at site to verify that concrete is thoroughly and properly mixed. Control consistency of mix to protect against segregation due to excessive water. Adjust amounts of mixing water to assure uniform consistency of each batch.

4. Check mixing time of concrete in trucks.

5. Certify each delivery ticket indicating class of concrete delivered, and record amount of water added, time of mixing, time of discharge, slump and location of placement.

6. Promptly report to C.O.R. details of reasons for rejection of any quantities of concrete. Report locations of concrete pours, quantities, date of pours and other pertinent facts concerning concrete represented by non-complying specimens.

7. Test cylinders: during progress of work, mold, cure and test specimens of each different mix design placed in any one day. For each 50 cubic yards of concrete placed, or part thereof over 10 cubic yards, make compression test cylinders during pour. Mold and cure test cylinders in accordance with

ASTM C-31. Test cylinders in accordance with ASTM C-39. For 6" x 12" cylinders test one at 7 days and 2 at 28 days. For 4" x 8" cylinders test one at 7 days and 3 at 28 days. Make additional sets of cylinders when obvious changes in mix are apparent.

8. Slump tests: make slump tests for each 50 cubic yards of concrete placed, and for each set of cylinders in accordance with ASTM C143.

9. Air content of normal-weight concrete: determine total air content of air entrained concrete for each compressive strength test in accordance with ASTM C231.

10. Temperature of concrete: determine temperature of concrete for each compressive strength test.

11. Curing of concrete: inspect for maintenance of specified curing temperature and protection techniques.

12. Verify in-situ concrete strength prior to removal of shores and forms from beams and structural slabs.

13. Reinforcing steel inspection:

a. Perform visual inspection prior to placement for size, type, and quality of materials.

b. Inspect placement of reinforcement for conformance with Contract Documents and shop drawings, including size, vertical location, horizontal spacing, correctness of bends, splices, clearance between bars and forms, firmness of installation, and security of support and ties.

c. Verify that steel is free of form release oil and other deleterious materials.

14. Perform periodic inspection of formwork for shape, location and dimensions of the concrete member being formed.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

INSTALL ELECTRICAL

GENERATOR

VAMC SAN ANTONIO, TX

671-18-118

Project Director

10/11/2019 NB SSRevisions: Date:

CONSULTANTS

A/E:

RMDC ENGINEERING, INC.

2815 VALLEY VIEW LANE, SUITE 214

DALLAS, TEXAS 75234

P: 972-488-8077

MIKE DAWES, PE

TEXAS REGISTERED ENGINEERING FIRM: F-15386

STRUCTURAL:

STRUCTURAL STUDIO CONSULTING ENGINEERS

1506 GRIFFIN STREET WEST

DALLAS, TEXAS 75215

214-273-0300

NIGEL BROWN, PE

TEXAS REGISTERED ENGINEERING FIRM: F-11469

SSCE PROJECT NO. - 4280.01 S101

GENERAL NOTES &

SPECIAL INSPECTIONS

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

INSTALL ELECTRICAL

GENERATOR

VAMC SAN ANTONIO, TX

671-18-118

Project Director

10/11/2019 NB SSRevisions: Date:

CONSULTANTS

A/E:

RMDC ENGINEERING, INC.

2815 VALLEY VIEW LANE, SUITE 214

DALLAS, TEXAS 75234

P: 972-488-8077

MIKE DAWES, PE

TEXAS REGISTERED ENGINEERING FIRM: F-15386

STRUCTURAL:

STRUCTURAL STUDIO CONSULTING ENGINEERS

1506 GRIFFIN STREET WEST

DALLAS, TEXAS 75215

214-273-0300

NIGEL BROWN, PE

TEXAS REGISTERED ENGINEERING FIRM: F-11469

SSCE PROJECT NO. - 4280.01 S201

FOUNDATION PLAN

PLAN NOTES

1. DRAWING REFERENCES: SHEET

FOUNDATION NOTES AND SUBGRADE PREPARATION S101

GENERAL NOTES S101

SPECIAL INSPECTIONS S101

TYPICAL DETAILS S302

2. KEY:

CJ = CONTROL JOINT. SEE SECTIONS ON S302

3. ELEVATIONS NOTED ON PLAN ARE BASED ON

NOMINAL GROUND FLOOR ELEVATION = 100'-0".

SEE SITE PLAN FOR SURVEY ELEVATION.

4. DESIGN LOADS:

UNIFORM LIVE LOAD = 250 PSF

CONCENTRATED LIVE LOADS = 10,000 LB.

CONCENTRATED FLOOR LOAD APPLIED OVER AREA OF 2'-6" X 2'-6"

5. EQUIPMENT:

GENERATOR WEIGHT = 11,000 LBS

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FOUNDATION PLAN

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PLAN NORTH

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GENERATOR FOUNDATION

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RETAINING WALL SEE SECTIONS

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7" CONCRETE PAVING ON PREPARED SUBGRADE REINF. W/ #3 @ 16" O.C.E.W.

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ROLL-OVER CURB

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CJ

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CJ

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LOCATE POST AS REQUIRED

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

INSTALL ELECTRICAL

GENERATOR

VAMC SAN ANTONIO, TX

671-18-118

Project Director

10/11/2019 NB SSRevisions: Date:

CONSULTANTS

A/E:

RMDC ENGINEERING, INC.

2815 VALLEY VIEW LANE, SUITE 214

DALLAS, TEXAS 75234

P: 972-488-8077

MIKE DAWES, PE

TEXAS REGISTERED ENGINEERING FIRM: F-15386

STRUCTURAL:

STRUCTURAL STUDIO CONSULTING ENGINEERS

1506 GRIFFIN STREET WEST

DALLAS, TEXAS 75215

214-273-0300

NIGEL BROWN, PE

TEXAS REGISTERED ENGINEERING FIRM: F-11469

SSCE PROJECT NO. - 4280.01 S202

SUBGRADE PREPARATION

PROFILES

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SECTION

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SCALE:

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AutoCAD SHX Text FILTER FABRIC GRANULAR SELECT FILL FLOWABLE FILL SELECT FILL PROOF-ROLL, SCARIFY & COMPACT NATIVE SOIL

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WEEPHOLES

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RETAINING WALL, SEE 01 & 02/S301 SELECT FILL STRIP FOOTING

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GENERATOR FOUNDATION, SEE 03/S301 PAVING

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NIGEL M.H.O. BROWN

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SEE S301 FOR FOUNDATION REINFORCING AND DIMENSIONS

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SUBGRADE PROFILE

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TOP OF WALL NO SLOPE

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CONCRETE PAVEMENT - SLOPE 2%

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GENERATOR

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GENERATOR FOUNDATION, SEE 03/S301

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EXIST. GRADE

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SECTION

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SUBGRADE PROFILE

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RETAINING WALL, SEE 01/S301 WEEPHOLES SELECT FILL STRIP FOOTING

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6" SELECT FILL FLOWABLE FILL

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NOTE: INSTALL FILTER FABRIC ALL SIDES OF GRANULAR SELECT FILL.

NOTE: INSTALL FILTER FABRIC ALL SIDES OF GRANULAR SELECT FILL.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

INSTALL ELECTRICAL

GENERATOR

VAMC SAN ANTONIO, TX

671-18-118

Project Director

10/11/2019 NB SSRevisions: Date:

CONSULTANTS

A/E:

RMDC ENGINEERING, INC.

2815 VALLEY VIEW LANE, SUITE 214

DALLAS, TEXAS 75234

P: 972-488-8077

MIKE DAWES, PE

TEXAS REGISTERED ENGINEERING FIRM: F-15386

STRUCTURAL:

STRUCTURAL STUDIO CONSULTING ENGINEERS

1506 GRIFFIN STREET WEST

DALLAS, TEXAS 75215

214-273-0300

NIGEL BROWN, PE

TEXAS REGISTERED ENGINEERING FIRM: F-11469

SSCE PROJECT NO. - 4280.01 S301

FOUNDATION SECTIONS

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NIGEL M.H.O. BROWN

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SECTION

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SCALE:

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3" CL.

AutoCAD SHX Text 8"

AutoCAD SHX Text #4 @ 18" O.C.

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1-#4 CONT.

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3" CL.

AutoCAD SHX Text 5'-2"

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AutoCAD SHX Text #4 x 3'-8" @ 16" O.C.

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2" CL.

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2" CL.

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2" CL.

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OR LESS

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WALL HEIGHT 7'-0"

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#5 VERT. @ 12"

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#4 HORIZ. @ 12"

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#4 VERT. @ 12"

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#4 HORIZ. @ 12"

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1 " WEEP HOLES 12" WEEP HOLES@ 5'-0" O.C.

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#4 DOWELS @ 12" LAP 1'-6"

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#4 @ 12" O.C. TOP & BOTT.

AutoCAD SHX Text #4 @ 16" O.C.

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GUARDRAIL- SEE M2.0

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PAVING

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CORE SLEEVES AS REQ'D.

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2" CL.

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34" CHAMFER, BOTH SIDES

AutoCAD SHX Text 2-#5 x CONT. #4 STIRR. @ 12" O.C. 2-#5 x CONT., EA. FACE 3-#6 x CONT.

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8" SLAB REINF. W/ #5 @ 12" E.W., T. & B.

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34" CHAMFER, ALL AROUND

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3" CL.

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CONCRETE FOR WALL FOOTING & KEY MUST BE PLACED AGAINST UNDISTURBED SOIL (TYP.)

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3" CL.

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SECTION

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SCALE:

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CORE SLEEVES AS REQ'D.

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PAVING

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GUARDRAIL- SEE M2.0

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#4 VERT. @ 12"

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#4 HORIZ. @ 12"

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#4 VERT. @ 12"

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#4 HORIZ. @ 12"

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OR LESS

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#4 DOWELS @ 12" LAP 1'-6"

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WALL HEIGHT 5'-0"

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1 " WEEP HOLES 12" WEEP HOLES@ 5'-0" O.C.

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2" CL.

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#4 @ 12" O.C. TOP & BOTT.

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2" CL.

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AutoCAD SHX Text #4 x 2'-8" @ 12" O.C.

AutoCAD SHX Text #4 @ 18" O.C.

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1-#4 CONT.

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AutoCAD SHX Text #4 @ 16" O.C.

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2" CL.

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2" CL.

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CONCRETE FOR WALL FOOTING & KEY MUST BE PLACED AGAINST UNDISTURBED SOIL (TYP.)

AutoCAD SHX Text EXIST. CONDUIT ROUTED TO ELEC. RM. 137. REFER TO ELEC PLAN. FIELD VERIFY DEPTH AND ROUTING

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EXISTING ELEC. (HATCHED) REFER ELEC.

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CONDUIT - REFER ELEC.

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2" GALV. STEELPIPE POST

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12/S301 TYP.

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NOTE: COORDINATE ALL WORK WITH ELECTRICAL.

AutoCAD SHX Text CONDUITS FOR GENERATOR CONTROLS, CONVENIENCE RECEPTACLES, BATTERY CHARGER AND JACKET HEATER.

AutoCAD SHX Text 13/S301

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EXIST. SIDEWALK

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CHECK FOR EXISTING UTILITIES PRIOR TO AUGURING FOUNDATIONS

AutoCAD SHX Text 2" GALV. STEEL POST34" FLEXIBLE JOINT FILLER AT PAVING 12" ISOLATION JOINT AT PAVING

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POST AT ELECTRICAL YARD

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TYPICAL DETAIL

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NO SCALE

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12" SONOTUBE AT PAVING12" CONCRETE

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PAVING

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GALV. METAL CAP

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ELEVATION

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SCALE:

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2'-0" ABOVE EXIST. SWITCH GEAR

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AutoCAD SHX Text 34"=1'-0"

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TYPICAL DETAIL

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SCALE:

AutoCAD SHX Text SEGREGATE EXCAVATED SOIL & REPLACE IN LAYERS TO MATCH EXISTING. COMPACT TO 95% STANDARD PROCTOR DENSITY.

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TRENCHING EXISTING SIDE WALK

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AS REQUIRED

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AutoCAD SHX Text 1'-6"

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#3 @ 18" EACH WAY

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EXISTING SIDEWALK

AutoCAD SHX Text #3 x 2'-0" DOWELS. @ 18". DRILL & EPOXY INTO EXISTING CONCRETE.

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EQ.

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EQ.

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SIMULATED BRICK CLADDING

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SIMULATED BRICK CLADDING

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TYPICAL DETAIL

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NO SCALE

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ATS EQUIPMENT PAD & PULL-BOX FOUNDATION

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AutoCAD SHX Text FOR SLEEVES, ANCHOR BOLTS AND OTHER EMBEDDED MATERIAL, REFER TO MANUFACTURER'S EQUIPMENT DRAWINGS.

AutoCAD SHX Text 34" x 45° CHAMFER AT ALL EDGES

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1 " CLR.12" CLR.

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SEE PLAN

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SLOPE DOWN

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SLOPE DOWN

AutoCAD SHX Text #4 @ 12"

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#4 CONT. ALL AROUND

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PREPARE SUBGRADE AS FOR PAVING

PROVIDE POST BEHIND EXISTING ELECTRICAL EQUIPMENT TO SUPPORT CONDUIT AS REQUIRED

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

INSTALL ELECTRICAL

GENERATOR

VAMC SAN ANTONIO, TX

671-18-118

Project Director

10/11/2019 NB SSRevisions: Date:

CONSULTANTS

A/E:

RMDC ENGINEERING, INC.

2815 VALLEY VIEW LANE, SUITE 214

DALLAS, TEXAS 75234

P: 972-488-8077

MIKE DAWES, PE

TEXAS REGISTERED ENGINEERING FIRM: F-15386

STRUCTURAL:

STRUCTURAL STUDIO CONSULTING ENGINEERS

1506 GRIFFIN STREET WEST

DALLAS, TEXAS 75215

214-273-0300

NIGEL BROWN, PE

TEXAS REGISTERED ENGINEERING FIRM: F-11469

SSCE PROJECT NO. - 4280.01 S302

FOUNDATION TYPICAL

DETAILS

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AutoCAD SHX Text 58443

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NIGEL M.H.O. BROWN

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NO SCALE

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TYPICAL DETAIL

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RUN REINF. CONTINUOUS THRU JOINT

AutoCAD SHX Text PROVIDE "SYNCO-FLEX" WATER STOP (OR APPROVED EQUAL) AT BACKFILLED SIDE OF RETAINING WALL

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SEE

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SECTIONS

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EQ.

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EQ.

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34" MITER EA. SIDE OF WALL AT CONSTRUCTION JOINT

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STOP EVERY OTHER BAR 2" SHORT OF CONTRACTION JOINT

AutoCAD SHX Text NOTE: LOCATE CONTRACTION JOINTS AT 20'-0" O.C. MAX. AT CONTRACTOR'S OPTION EITHER A CONSTRUCTION OR A CONTRACTION JOINT COULD BE USED.

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SEE

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SECTIONS

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34" MITER EA. SIDE OF WALL AT CONTRACTION JOINT. TYP.

AutoCAD SHX Text PROVIDE "SYNCO-FLEX" WATER STOP (OR APPROVED EQUAL) AT BACKFILLED SIDE OF RETAINING WALL

AutoCAD SHX Text 1 "12"

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CONT. REINF.

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CONTRACTION JOINT

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CONSTRUCTION JOINT

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WALL JOINTS

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TYPICAL DETAIL

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NOTES: 1. ALL BARS CONTINUOUS, U.N.O.

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NO SCALE

AutoCAD SHX Text PROVIDE STANDARD HOOKS FOR ALL TOP BARS AT DISCONTINUOUS ENDS BOTTOM CONTINUOUS BARS - SEE SECTIONS

AutoCAD SHX Text

TOP CONTINUOUS BARS - SEE SECTIONS

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STIRRUP SPACING

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2" CLEAR

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BEAM WIDTH SEE SECTIONS

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1 " CLEAR 12" CLEAR TO STIRRUPS TYP.

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2 " CLEAR 12" CLEAR TO STIRRUPS

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BEAM DEPTH SEE SECTIONS

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BAR BENDING DIAGRAM

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TYPICAL DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

(2'-6" MIN.)

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30 BAR DIA.

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CORNER BAR - MATCH SIZE AND SPACING OF WALL AND BEAM REINFORCING

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(2'-6" MIN.)

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30 BAR DIA.

AutoCAD SHX Text

CORNER BARS AT WALLS AND BEAMS

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FOR BEAMS DEEPER THAN 24" ADD ONE KEY FOR EACH 12" ADDED DEPTH.

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NO SCALE

AutoCAD SHX Text 1 " x 5 " KEY x 12" x 5 " KEY x 12" KEY x FULL WIDTH OF BEAM

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EQ.

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 5 "12"

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EQ.

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TYPICAL DETAIL

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AutoCAD SHX Text 2"

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EXTEND ALL REINFORCING BARS THROUGH JOINT STIRRUPS

AutoCAD SHX Text 1 "12"

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D = DEPTH

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OF BEAM

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CONSTRUCTION JOINT IN CONCRETE BEAM

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ELEVATION

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TYPICAL DETAIL

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NO SCALE

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12" EXP. JT. MAT'L. FULL DEPTH

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PAVING ISOLATION JOINT

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18" R. TOOLED EDGE CONCRETE PAVEMENT - REF. DWGS.

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VARIES

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JOINT SEALANT 34" DEEP (FILL FLUSH TO SURFACE) BUILDING STRUCTURE

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TYPICAL DETAIL

AutoCAD SHX Text 1 "=1'-0"12"=1'-0"=1'-0"

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SCALE:

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CONCRETE WATERSTOP

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EQ.

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text

EQ.

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text

2 " 12" MIN.

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SEE SECTIONS

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SYNKO-FLEX SF302 WATERSTOP, CONT. IN KEYWAY

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text 7"

AutoCAD SHX Text

#3 BARS ON 16" CTRS. BOTH WAYS

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CLASS "A" - TYPE "IA" CONCRETE 3000 PSI CONCRETE AT 28 DAYS

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*ALL CONCRETE TO HAVE 4.5% ±1.5% ENTRAINED AIRWITH A MAXIMUM SLUMP = 5"

AutoCAD SHX Text FLY ASH OR SLAG CEMENT (GROUND GRANULATED BLAST-FURNACE SLAG) MAY BE SUBSTITUTED FOR UP TO A MAX. OF 20% OF THE REQUIRED PORTLAND CEMENT IN CONCRETE. (PER ASTM C 989 & C 595) SEPARATE CEMENTITIOUS MATERIAL AT A CONCRETE BATCH PLANT AS GOVERNED BY ASTM C 989 STANDARD SPECIFICATION FOR GROUND GRANULATED BLAST FURNACE-SLAG FOR USE IN CONCRETE AND MORTARS. BLENDED CEMENTS BY THE PORTLAND CEMENT SUPPLIER TO ADD SLAG CEMENT TO CONCRETE AS GOVERNED BY ASTM C 595 STANDARD SPECIFICATIONS FOR BLENDED HYDRAULIC CEMENTS.

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SECTION

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SCALE:

AutoCAD SHX Text 34"=1'-0"

AutoCAD SHX Text 3"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 7"

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SAWCUT SHALL EXTEND THROUGH CURB

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#3 @ 18" O.C. BOTH WAYS

AutoCAD SHX Text R 1 "12"

AutoCAD SHX Text R 3"

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38" RADIUS 2-#3 BAR CONT.

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OPTIONAL CONSTRUCTION JOINT (SEE DETAIL)

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COMPACTED SUBGRADE SEE NOTES

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SECTION

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SCALE:

AutoCAD SHX Text 34"=1'-0"

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SECTION

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SCALE:

AutoCAD SHX Text 34"=1'-0"

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text 7"

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VERTICAL SAW CUT 18" TO " WIDE 316" WIDE (CARRY THROUGH ADJACENT CURB)

AutoCAD SHX Text SELF LEVELING SILICONE JOINT SEALANT OR HOT POURED RUBBER JOINT SEALING COMPOUND PER ASTM D3406

AutoCAD SHX Text 1 "34"

AutoCAD SHX Text

BARS EQUAL SIZE AND SPACING AS SPECIFIED IN PAVEMENT SECTION

AutoCAD SHX Text NOTES: 1. MAX. JOINT SPACING 15'-0" C-C EACH WAY. 2. CONSTRUCTION JOINT PATTERNS SHOULD DIVIDE PAVEMENTS INTO APPROXIMATELY SQUARE PANELS. 3. THE LENGTH OF THE PANEL (LONGITUDINAL) SHOULD NOT BE MORE THAN 25% GREATER THAN ITS WIDTH (TRANSVERSE). 4. JOINT PATTERNS ACROSS LANES SHOULD BE CONTINUOUS.

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SECTION

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SCALE:

AutoCAD SHX Text 34"=1'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 9 "58"

AutoCAD SHX Text 1'-2 "38"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1"

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NEW HEAVY PAVEMENT, REFER TO PLANS AND GEOTECHNICAL REPORT.

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2% MAX.

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#4 BARS AS SHOWN WITH #3 TIES @ 24" O.C.

AutoCAD SHX Text

DOWEL INTO CURB, REFER TO GEOTECH REPORT

AutoCAD SHX Text

EXIST. PAVEMENT AS SHOWN ON PLANS. FIELD VERIFY.

AutoCAD SHX Text 7"

AutoCAD SHX Text 11 "12"

AutoCAD SHX Text SELF LEVELING SILICONE JOINT SEALANT OR HOT POURED RUBBER JOINT SEALING COMPOUND PER ASTM D 3406 FORMED GROOVE ( " WIDE x 1" DP.) 12" WIDE x 1" DP.) EDGES ROUNDED TO " RADIUS14" RADIUS

AutoCAD SHX Text #4 BARS EQUAL SPACING AS SPECIFIED IN PAVEMENT SECTION. DOWEL SQUARE BARS INTO EXIST. PAVEMENT AND SECURE WITH EPOXY.

AutoCAD SHX Text

#4 (TYP.)

AutoCAD SHX Text BOND BREAKER SHALL BE APPLIED TO EXISTING PAVEMENT FACE IMMEDIATELY PRIOR TO PROPOSED CONCRETE PLACEMENT.

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DOWELS TO BE MACHINE DRILLED. NO HAND DRILLING ALLOWED.

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PAVEMENT SECTION

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CONCRETE CURB

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SAWED DUMMY JOINT

MOUNTABLE CURB

SYMBOLS LEGENDSYMBOLS LEGENDSYMBOLS LEGEND

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

INSTALL ELECTRICAL

GENERATOR

VAMC SAN ANTONIO, TX

671-18-118

Project Director

10/11/2019Revisions: Date:

A/E:

RMDC ENGINEERING, INC.

2815 VALLEY VIEW LANE, SUITE 214

DALLAS, TEXAS 75234

P: 972-488-8077

MIKE DAWES, PE

TEXAS REGISTERED ENGINEERING FIRM: F-15386

CONSULTANTS

STRUCTURAL:

STRUCTURAL STUDIO CONSULTING ENGINEERS

1506 GRIFFIN STREET WEST

DALLAS, TEXAS 75215

214-273-0300

NIGEL BROWN, PE

TEXAS REGISTERED ENGINEERING FIRM: F-11469

D S E

L I C E N

S

XET

A

RE

L E NGI

EN

T

OE

T S

A

OR

P

S

NI O

SEF

A

F

STANLEY RAY CURTIS

87974 engineer is an offense under the Texas Engineering Practice Act.

without proper notification to the responsible

The seal appearing on this document was authorized by Stanley R. Curtis, 87974 on

10/11/2019. Alteration of a sealed document ES100

NOTES AND SYMBOLS LEGEND

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PROVIDE 1"C. WITH PULL STRING TO ACCESSIBLE LOCATION ABOVE CEILING

AutoCAD SHX Text S

AutoCAD SHX Text

MT

AutoCAD SHX Text

SELF-CONTAINED EMERGENCY BATTERY BACKUP DRIVER

AutoCAD SHX Text

LED LIGHT FIXTURE EQUIPPED WITH 2-LAMP

AutoCAD SHX Text

FLUORESCENT LIGHT FIXTURE - CEILING MOUNTED

AutoCAD SHX Text

FLUORESCENT LIGHT FIXTURE - CEILING MOUNTED

AutoCAD SHX Text

LED LIGHT FIXTURE - CEILING MOUNTED

AutoCAD SHX Text

EM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

EMERGENCY POWER OFF BUTTON (DISCONNECTS POWER TO GENERATOR)

AutoCAD SHX Text

TC

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text

OR

AutoCAD SHX Text

EPO

AutoCAD SHX Text

EPO

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text S

AutoCAD SHX Text

IR

AutoCAD SHX Text S

AutoCAD SHX Text K

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

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AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

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AutoCAD SHX Text S

AutoCAD SHX Text

DISCONNECT SWITCH

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DESCRIPTION

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TRANSFORMER

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MOTOR STARTER

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SYMBOL

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CONTACTOR

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TIME CLOCK

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COMBINATION MOTOR STARTER / DISCONNECT SWITCH

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SURFACE MOUNTED PANELBOARD - SEE SCHEDULE

AutoCAD SHX Text

FLUSH MOUNTED PANELBOARD - SEE SCHEDULE

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SYMBOL

AutoCAD SHX Text

LED LIGHT FIXTURE - WALL MOUNTED

AutoCAD SHX Text

SELF-CONTAINED EMERGENCY BATTERY BACKUP DRIVER

AutoCAD SHX Text

SELF-CONTAINED EMERGENCY BATTERY BACKUP DRIVER

AutoCAD SHX Text

LED STRIP LIGHT - WALL MOUNTED

AutoCAD SHX Text

EMERGENCY LIGHT FIXTURE

AutoCAD SHX Text

LED LIGHT FIXTURE EQUIPPED WITH 2-LAMP

AutoCAD SHX Text

LED LIGHT FIXTURE - CEILING MOUNTED

AutoCAD SHX Text

LED STRIP LIGHT - CEILING MOUNTED OR CHAIN HUNG

AutoCAD SHX Text

LED STRIP LIGHT - EQUIPPED WITH 2-LAMP

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ON EMERGENCY POWER CIRCUIT OR EQUIPPED WITH BATTERY PACK

AutoCAD SHX Text

DESCRIPTION

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DIRECTIONAL ARROWS SHALL BE AS SHOWN ON PLANS

AutoCAD SHX Text

THREE-WAY TOGGLE SWITCH (K3-KEYED 3-WAY)

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TWO-POLE TOGGLE SWITCH

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SINGLE-POLE TOGGLE SWITCH

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FOUR-WAY TOGGLE SWITCH (K4-KEYED 4-WAY)

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MANUAL MOTOR STARTER WITH OVERLOADS, TOGGLE OPERATED

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ULTRASONIC/PIR SWITCH MOUNTED OCCUPANCY SENSOR

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INFRA RED SWITCH MOUNTED OCCUPANCY SENSOR

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SINGLE-POLE TOGGLE SWITCH - KEY OPERATED

AutoCAD SHX Text

DIMMER CONTROL SWITCH OR STATION (AS SPECIFIED ON PLANS AND/OR RISER)

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INCANDESCENT, LED OR FLUORESCENT DOWNLIGHT FIXTURE - CEILING MOUNTED

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EXIT LIGHTS - WALL MT. & CEILING MT. SHOWN - SHADING INDICATES FACE(S),

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INCANDESCENT, LED, OR FLUORESCENT DOWNLIGHT FIXTURE - CEILING MOUNTED

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INCANDESCENT, FLUORESCENT, OR LED LIGHT FIXTURE - WALL MOUNTED

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ABOVE COUNTER

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AC

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BELOW FINISH CEILING

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ABOVE FINISH FLOOR

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ABOVE FINISH GRADE

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EXPLOSION PROOF

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AFG

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BFC

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EP

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GFI

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EPO

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AFF

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EMERGENCY POWER OFF

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GROUND FAULT INTERRUPTING

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GROUND

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GRD

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DATA OUTLET: # INDICATES RJ45 DATA MODULES IN 2 GANG, 3 1/2" DEEP BACKBOX.

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EXISTING CONDUIT

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GROUND, AND EQUIPMENT GROUND INDICATED

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JUNCTION BOX - SIZED TO ACCOMODATE CONNECTION

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CONDUIT CONCEALED IN OR BELOW FLOOR SLAB OR BELOW GRADE

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"POWER RISER DIAGRAM"

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EMERGENCY CIRCUIT(S) (SHOWN WITH NON-ARCHED LINES)

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FLEXIBLE CONDUIT

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BRANCH CIRCUIT IN CONDUIT - SWITCH LEG, PHASE LEG, NEUTRAL, ISOLATED

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EMERGENCY POWER OFF STATION (REMOTE SHUNT TRIP) - REFER TO

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BRANCH CIRCUIT HOMERUN - PANEL AND CIRCUIT NUMBER INDICATED

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ISOLATED GROUNDING

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OVERHEAD ELECTRIC

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MOUNTED

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IG

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NFDS

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OHE

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MTD

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SURGE PROTECTION

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TIME CLOCK

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SDBC

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TC

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SP

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UGE

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UON

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UNDERGROUND ELECTRIC

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UNLESS OTHERWISE NOTED

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NON-FUSED DISCONNECT SWITCH

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SOFT-DRAWN BARE COPPER

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WEATHERPROOF

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WP

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FIXTURES, EQUIPMENT, ETC.

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2. SYMBOLS SHOWN DASHED ON PLANS INDICATES EXISTING DEVICES,

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1. NOT ALL SYMBOLS MAY APPLY TO THIS PROJECT.

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VARIABLE FREQUENCY DRIVE

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VFD

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AS NOTED ON DRAWINGS

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SPECIAL PURPOSE OUTLET - NEMA CONFIGURATION (VOLTAGE, AMPACITY)

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SWITCH MOUNTED DIGITAL TIMER - INTERMATIC OR HWD

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US2

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PP

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CEILING MOUNTED BIDIRECTIONAL ULTRASONIC ONLY OCCUPANCY SENSOR

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POWER PACK FOR OCCUPANCY SENSORS (MAX OF 1 PER 3 SENSORS)

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RATED FOR LOAD AND LOAD TYPE.

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CEILING MOUNTED BIDIRECTIONAL DUAL TECHNOLOGY OCCUPANCY SENSOR

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PROVIDE CONDUIT BUSHING AND COVERPLATE.

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PROVIDE 1"C. WITH PULL STRING TO ACCESSIBLE LOCATION ABOVE CEILING

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TELE OUTLET: # INDICATES RJ45 MODULES IN 2 GANG, 3 1/2" DEEP BACKBOX.

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PROVIDE CONDUIT BUSHING AND COVERPLATE.

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DT2

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CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR

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US1

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DT1

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CEILING MOUNTED ULTRASONIC ONLY OCCUPANCY SENSOR

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AutoCAD SHX Text CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND SECURE A FULL SET OF CONTRACT DOCUMENTS TO ENSURE COMPLETE ELECTRICAL BID PACKAGE. PROVIDE ENGRAVED NAMEPLATES ON ALL OF THE FOLLOWING EQUIPMENT: AUTOMATIC STARTERS, GENERATOR, GENERATOR ANNUNCIATOR PANEL, ETC... LABELLING TO COMPLY WITH VA STANDARDS. REFERENCE SPECIFICATIONS. ALL ELECTRICAL EQUIPMENT (CONDUIT, BOXES, SUPPORTS, ETC.) INSTALLED IN EXPOSED CEILING AREAS OR ON BUILDING EXTERIOR SHALL BE PAINTED AS DIRECTED BY THE ARCHITECT. MC CABLE SHALL NOT BE USED ON THIS PROJECT IN LENGTHS EXCEEDING 6' AND ONLY FOR CONNECTING RECEPTACLES IN WALLS OR LIGHT FIXTURE WHIPS. GENERATOR MANUFACTURER SHALL DELIVER EQUIPMENT COMPLETE INCLUDING BATTERIES, CHARGERS, BLOCK HEATERS, REMOTE CONTROL PANEL, STATUS INDICATOR AND OTHER ACCESSORIES AS NECESSARY TO ENSURE A COMPLETE WORKING SYSTEM.

AutoCAD SHX Text ALL WORK SHALL COMPLY WITH THE 2017 EDITION OF THE NATIONAL ELECTRIC CODE (N.E.C.) AND VA ELECTRICAL DESIGN STANDARDS (LATEST EDITION) AS WELL AS ALL CURRENT STATE AND LOCAL CODES. THE SPECIFICATIONS ARE AS BINDING ON THE CONTRACTOR AS THE DRAWINGS. THE CONTRACTOR SHALL READ THE SPECIFICATIONS AND SHALL INCLUDE ALL ITEMS REQUIRED BY THE SPECIFICATIONS BEFORE SUBMITTING A BID. MINIMUM WIRE SIZE SHALL BE #12 AWG UNLESS OTHERWISE NOTED. MINIMUM CONDUIT SIZE SHALL BE 3/4" UNLESS OTHERWISE NOTED. ALL CONDUIT SHALL BE CONCEALED UNLESS OTHERWISE NOTED. ALL CONDUIT IN OR BELOW FLOOR SLABS AND BELOW GRADE SHALL BE 1" MINIMUM UNLESS OTHERWISE NOTED. EACH CIRCUIT SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTOR. MULTI-WIRE CIRCUITS FOR SINGLE PHASE LOADS SHALL NOT SHARE NEUTRALS. EACH SINGLE PHASE 120V OR 277V CIRCUIT SHALL HAVE A DEDICATED NEUTRAL CONDUCTOR PER PHASE. MINIMUM EQUIPMENT GROUND AND NEUTRAL SHALL BE #12AWG COPPER. ALL CONDUCTORS #10 AND SMALLER SHALL BE SOLID COPPER, EXCEPT WHERE FLEXIBILITY IS REQUIRED, AND ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED COPPER USING BOLTED LUGS AT TERMINALS. ALL ELECTRICAL EQUIPMENT (CONDUIT, BOXES, SUPPORTS, ETC.) INSTALLED IN EXPOSED CEILING AREAS SHALL BE PAINTED AS DIRECTED BY THE ARCHITECT. PVC CONDUIT IS NOT ALLOWED EXCEPT FOR UNDERGROUND FEEDERS ENTRENCHED IN 24" OF BACKFILL WITH MARKER TAPE. ELBOWS AND RISERS TO 6" ABOVE FLOOR TO BE RGS.

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BRANCH TO CONNECTION

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NON-SWITCHED

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WP

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DUPLEX RECEPTACLE - HUBBELL WIRING DEVICE #CR20WHITR W/ COVERPLATE

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MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS AND MILLWORK DETAILS.

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DUPLEX RECEPTACLE MOUNTED HORIZONTALLY ABOVE COUNTER TOP - VERIFY

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MOUNT WITH GROUND TERMINAL UP 18" TO BOTTOM OF BOX (UNO).

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QUADRAPLEX RECEPTACLE - (2) HUBBELL WIRING DEVICE #CR20WHITR W/

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COVERPLATE. MOUNT WITH GROUND TERMINAL UP 18" TO BOTTOM OF BOX (UNO).

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GFCI

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GROUND FAULT RECEPTACLE - HUBBELL WIRING DEVICE #GFTR20W W/

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COVERPLATE.

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GFCI

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WEATHERPROOF HOUSING. MOUNT AT 18" TO BOTTOM OF BOX (UNO).

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WEATHERPROOF IN USE TYPE RECEPTACLE - HWD #GRFT20W W/RW57500 IN USE

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USB

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DUPLEX CONVENIENCE RECEPTACLE WITH DUAL USB PORTS - HUBBELL WIRING

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DEVICE #USB20X2W WITH COVERPLATE.

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CIRCUIT BREAKER

C.B.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

INSTALL ELECTRICAL

GENERATOR

VAMC SAN ANTONIO, TX

671-18-118

Project Director

10/11/2019Revisions: Date:

A/E:

RMDC ENGINEERING, INC.

2815 VALLEY VIEW LANE, SUITE 214

DALLAS, TEXAS 75234

P: 972-488-8077

MIKE DAWES, PE

TEXAS REGISTERED ENGINEERING FIRM: F-15386

CONSULTANTS

STRUCTURAL:

STRUCTURAL STUDIO CONSULTING ENGINEERS

1506 GRIFFIN STREET WEST

DALLAS, TEXAS 75215

214-273-0300

NIGEL BROWN, PE

TEXAS REGISTERED ENGINEERING FIRM: F-11469

D S E

L I C E N

S

XET

A

RE

L E NGI

EN

T

OE

T S

A

OR

P

S

NI O

SEF

A

F

ROBERT M. DAWES

92452 engineer is an offense under the Texas Engineering Practice Act.

without proper notification to the responsible

The seal appearing on this document was authorized by Robert M. Dawes, 92452 on

10/11/2019. Alteration of a sealed document MEP100

SITE PLAN: GENERAL REQUIREMENTS,

PHASING PLAN AND SW3P PLAN

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POLYTRAUMA TRANSITIONAL HOUSING FF 978.00

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ELEV EQUIP 136

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ELEC RM 137

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51.96' (5 SPACES)

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