756-21-100_VAEP_Water Booster Pump - Addendum_001_Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

ANGEL R. MORALES, COR

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brend Engineering Inc., Managing Partner

972-233-2288

1O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

GI001

COVER SHEET WATER BOOSTER PUMP

STATIONS

EL PASO, TX

756-21-100

11/03/2023 KL CH

ISSUE FOR

CONSTRUCTION

11/03/2023

WATER BOOSTER PUMP STATIONS : 756-21-100

EL PASO, TEXAS

EL PASO VA HEALTHCARE SYSTEM

SHEET INDEX

SHEET NUMBER SHEET NAME

00_GENERAL

GI001 COVER SHEET

GI002 ABBREVIATIONS, SYMBOLS AND NOTES

GI003 ARCHITECTURAL SITE PLAN

07_STRUCTURAL

SS001 GENERAL NOTES & SPECIAL INSPECTIONS

SS002 SPECIAL INSPECTIONS NOTES

SS201 FOUNDATION PLAN AND DETAILS

08_ARCHITECTURAL

AS101 FLOOR PLAN, REFLECTED CEILING PLAN & ROOF PLAN

AS201 EXTERIOR ELEVATIONS / BUILDING SECTIONS / DETAILS

11_PLUMBING

P001 COVER SHEET - GENERAL NOTES

P002 GENERAL NOTES

P003 SYMBOLS & LEGENDS

PD102 OVERALL PLUMBING DEMOLITION PLAN

PD301 PLUMBING DEMOLITION SECTIONS

PD401 ENLARGED PLUMBING DEMOLITION PLAN

PP102 PLUMBING PLAN - SECOND FLOOR

PP301 PLUMBING SECTIONS

PP401 PLUMBING ENLARGED PLANS

PP501 PLUMBING DETAILS

PP502 PLUMBING BOOSTER PUMP DETAILS

ISSUE FOR CONSTRUCTION

SHEET INDEX

SHEET NUMBER SHEET NAME

13_MECHANICAL

M001 COVER SHEET - SHEET INDEX & GENERAL NOTES

M002 GENERAL NOTES, SYMBOLS, LEGENDS & ABBREVIATIONS

MH101 OVERALL MECHANICAL HVAC PLAN

MH401 MECHANICAL HVAC ENLARGED PLANS

M501 MECHANICAL DETAILS

MI601 MECHANICAL INSTRUMENTATION SCHEDULES

14_ELECTRICAL

E001 COVER SHEET - GENERAL NOTES & SHEET INDEX

E002 GENERAL NOTES

E003 SYMBOLS & LEGENDS

ED101 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR

ED102 ELECTRICAL DEMOLITION PLAN - SECOND FLOOR

ED401 ELECTRICAL DEMO ENLARGED PLANS

ED402 ELECTRICAL DEMO ENLARGED PLANS

ED403 ELECTRICAL DEMO ENLARGED PLANS

EP102 ELECTRICAL POWER PLAN - SECOND FLOOR

EP402 ELECTRICAL POWER ENLARGED PLAN - SECOND FLOOR

EP601 SCHEDULES & DIAGRAMS

EP602 SCHEDULES & DIAGRAMS

Revisions: Date:

Revision 1 - Addendum 001 11/03/2023

0 COLUMN GRID LINE

DOOR NUMBER

SYMBOL

DETAIL - SECTION

POSITION ON SHEET

SHEET NUMBER

DETAIL - PLAN/ RCP

POSITION ON SHEET

SHEET NUMBER

WALL SECTION

POSITION ON SHEET

SHEET NUMBER

EXTERIOR ELEVATION

POSITION ON SHEET

SHEET NUMBER

INTERIOR ELEVATION

POSITION ON SHEET

SHEET NUMBER

EXTERIOR WALL TYPE TAG

EXTERIOR WINDOW

SIGN TYPE, SEE SIGNAGE

SCHEDULE

DRAWING NUMBER

DRAWING SCALE

VIEW TITLE

NOTES BY NUMBER

DRAWING REVISION

LEVEL DATUM

LEVEL NAME

LEVEL ELEVATION

NORTH ARROW

INTERIOR WINDOW

GRAPHIC SCALE

0 4'-0" 8'-0" 16'-0"

-G D

XX

XX

XXXX

7'-0" R 3'-11"

100°

SIM

X

X-XXX

DIMENSION TO FACE OF FINISH,

FACE OF CONCRETE, COLUMN

CENTERLINE, OR AS NOTED.

CENTERLINE

X

X X

X

A1

A101

SIM

A101

SIM

ROOM TAG (FOR SPECIALTY PLANS)

ROOM NAME

ROOM NUMBER

FLOOR FINISH

ROOM NAME

XXXX

FLOR

BASE

WALL

CEIL BASE TYPE

WALL FINISH

CEILING TYPE

A

A101

SIM

Name Elevation

1/8" = 1'-0"

AC1

N

INTERIOR PARTITION TYPE TAGA3

ROOM NAME

150 SF

ROOM NAME

ROOM NUMBER

ROOM AREA

ROOM TAG (FOR STANDARD PLANS)

BUILDING SECTION

POSITION ON SHEET

SHEET NUMBER

A101

SIM

BATT. INSULATION

CAST IN PLACE CONCRETE

CAST STONE

CONCRETE MASONRY/CMU

EARTH IN SECTION

FACE BRICK

GYP./GYPSUM BOARD

MARBLE

PARTICLE BOARD/PLYWOOD

ROOF INSULATION

STUCCO

CONTINUOUS WOOD BLOCKING

DISCONTINUOUS WOOD BLOCKING

FINISHED WOOD

OWNER

ARCHITECT

O'BRIEN ENGINEERING, INC.

CONTRACT OFFICER REPRESENTATIVE

ANGEL R. MORALES, COR

EL PASO VA HEALTH CARE SYSTEM

STRUCTURAL ENGINEER

R.L.WOODS & ASSOCIATES (RLWA)

MECHANICAL, PLUMBING, AND

ELECTRICAL ENGINEER

O'BRIEN ENGINEERING, INC.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

ANGEL R. MORALES, COR

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brend Engineering Inc., Managing Partner

972-233-2288

1O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

GI002

ABBREVIATIONS, SYMBOLS AND

NOTES

WATER BOOSTER PUMP

STATIONS

EL PASO, TX

756-21-100

11/03/2023 KL CH

ISSUE FOR

CONSTRUCTION

11/03/2023

DRAWING LEGENDABBREVIATIONS

ACT. ACTUAL

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

A.F.S. ABOVE FINISH SLAB

AGG. AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

ALUM. ALUMINUM

BLDG. BUILDING

BK. BRICK

BM. BEAM

CAB. CABINET

CPT. CARPET

C.J. CONTROL JOINT

CENTERLINE

CG CORNER GUARD

CLG. CEILING

COL. COLUMN

CONC. CONCRETE

COND. CONDITION

CONT. CONTINUOUS

C.T. COUNTERTOP

DBL. DOUBLE

DEMO. DEMOLITION

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

DWG. DRAWING

E.W.C. ELECTRIC WATER COOLER

EA. EACH

E.J. EXPANSION JOINT

EXP. EXPANSION

E.W. EACH WAY

EXT. EXTERIOR

EXIST. EXISTING

F.E.C. FIRE EXTINGUISHER CABINET

F.D. FINISH DIMENSION

F.D.V.B. FIRE DEPARTMENT VALVE BOX

F.F. FINISH FLOOR

FIN. FINISH(ED)

FRT. FIRE RETARDANT TREATED

G.I. GALVANIZED IRON

G.B./GYP.BD. GYPSUM BOARD

GA. GAUGE

GALV. GALVANIZED

GL. GLASS

H.M. HOLLOW METAL

H.S. HORIZONTAL IN SPLASH

I.C.U. INTENSIVE CARE UNIT

INT. INTERIOR

INSUL. INSULATION

I.T.C. INSTALLED THIS CONTRACT

K.S. KNEE SPACE

LAM. LAMINATED

LAV. LAVATORY

L.L.V. LONG LEG VERTICAL

L.L.H. LONG LEG HORIZONTAL

MANUF. MANUFACTURER

MAX. MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

M.O. MASONRY OPENING

MTL./MET. METAL

MNT. MOUNTED

N/A NOT APPLICABLE

NOM. NOMINAL

N.T.S. NOT TO SCALE

N.I.C. NOT IN CONTRACT

O.C. ON CENTER

O.D. OVERFLOW DRAIN

O.H/OPP.H. OPPOSITE HAND

P.D. PLAN DIMENSION

PLAS. LAM. PLASTIC LAMINATE

P.T. PORCELAIN TILE

P.T.D. PAPER TOWEL DISPENSER

RB RUBBER BASE

R./REV. REVISED/REVERSE

R./RAD. RADIUS

REINF. REINFORCE

REF. REFERENCE/REFER TO

REQ'D REQUIRED

R.D. ROOF DRAIN

RM. ROOM

R.O. ROUGH OPENING

SCHED. SCHEDULED

SAB. SOUND ATTENUATION BATTS

SHT. SHEET

SIM. SIMILAR

SL. SLOPE

STL. STEEL

S.S. STAINLESS STEEL

S.S.V. SOLID SURFACE VENEER

SUSP. SUSPENDED

S.V. SHEET VINYL

T.A.S. TEXAS ACCESSIBILITY STANDARDS

T.B. TACK BOARD

T.D.H. TEXAS DEPARTMENT OF HEALTH

TEMP. TEMPERED GLASS

THK. THICK

TOIL. TOILET

TYP. TYPICAL

U.C. UNDER COUNTER

UCR UNDER COUNTER REFRIGERATOR

U.L. UNDERWRITERS LABORATORIES

U.N.O. UNLESS NOTED OTHERWISE

UR. NEW URINAL

VCT VINYL COMPOSITION TILE

V.T. VINYL TILE

VERT. VERTICAL

W.C. NEW WATER CLOSET

WDW. WINDOW

WD. WOOD

WH WATER HEATER

W/ WITH

W/O WITHOUT

MATERIALS LEGEND GENERAL NOTES

1. ALL WORK RELATING TO THIS CONSTRUCTION SHALL COMPLY WITH U.S. DEPARTMENT OF

LABOR, THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS AND ALL RELATED LOCAL AND

FEDERAL BUILDING CODES AND ORDINANCES.

2. DO NOT SCALE THE DOCUMENTS.

3. ALL DIMENSIONS ARE TO BE FIELD VERIFIED AND BACK CHECKED FOR CORRECTNESS. IF ANY

DEVIATIONS OR DISCREPANCIES OCCUR, CONTACT CONTRACTING OFFICER REPRESENTATIVE

(COR) FOR VERIFICATION PRIOR TO PROCEEDING WITH THE WORK.

4. THE GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ON THE

SITE PRIOR TO THE BEGINNING OF THE WORK AND ADVISE THE COR OF ANY AND ALL

DISCREPANCIES.

5. ALL DIMESIONS ON PLANS ARE TO FACE OF FINISHED WALL, METAL PANEL OR CENTER LINE OF

STRUCTURAL COLUMNS.

6. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CAREFULLY REVIEW THE

DRAWINGS, SPECIFICATIONS DETAILS AND NOTES FOR INFORMATION REGARDING THE SCOPE

OF WORK INTENDED PRIOR TO PROCEEDING WITH THE WORK.

7. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL MECHANICAL, ELECTRICAL,

AND PLUMBING PENETRATIONS REQUIRED BY THE WORK WHETHER EXPRESSLY NOTED IN THE

DOCUMENTS OR NOT.

8. THE CONTRACTOR SHALL REVIEW THE SOILS REPORT, AND THESE DOCUMENTS (ALL IN THEIR

ENTIRETY) TO INSURE THAT ALL REQUIRED EARTHWORK, PAVING, AND STRUCTURAL SLAB

WORK IS FULLY COVERED IN THE SCOPE OF THE CONTRACTOR'S BID. THE CONTRACTOR SHALL

FULLY COORDINATE ALL OF THE ABOVE REFERENCED WORK WITH THE OWNER'S

REPRESENTATIVE TO INSURE THAT ALL WORK IS FULLLY COORDINATED AND COMPLETED.

9. ALL MATERIALS SHALL BE INSTALLED ACCORDING TO INDUSTRY STANDARDS, ALL AGENCIES OR

"STANDARD" RECOMMENDATIONS REFERENCED IN THE SPECIFICATIONS, OR MANUFACTURER'S

RECOMMENDED INSTALLATION PROCEDURES, WHICHEVER IS THE MOST STRINGENT.

10. THE CONTRACTOR REPRESENTS AND WARRANTS THAT IT HAS EXAMINED THE PLANS,

DRAWINGS, SPECIFICATIONS AND ALL CONSTRUCTION CRITERIA OF THE OWNER AND HAS

SATISFIED ITSELF THAT THE INFORMATION CONTAINED THEREIN IS SUFFICIENT TO FULLY AND

COMPLETELY CONSTRUCT THE PROJECT.

11. IN THE EVENT OF A CONFLICT WITH THE CONSTRUCTION DOCUMENTS, THE MORE EXPENSIVE, GREATER QUALITY, AND LARGER SCOPE SHALL GOVERN.

12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS / PARTITIONS FOR

THE MOUNTING OF EQUIPMENT, ACCESSORIES, ETC. THAT ARE PROVIDED BY THE

CONTRACTOR OR THE OWNER.

EXISTING METAL BUILDING

EXISTING BUILDING 1

SCOPE OF WORK

AS101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

ANGEL R. MORALES, COR

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brend Engineering Inc., Managing Partner

972-233-2288

1O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

GI003

ARCHITECTURAL SITE PLAN WATER BOOSTER PUMP

STATIONS

EL PASO, TX

756-21-100

11/03/2023 KL CH

ISSUE FOR

CONSTRUCTION

11/03/2023

1/16" = 1'-0"

ARCHITECTURAL SITE PLAN

N

PLAN NORTHACTUAL NORTH

N

FLOOR

FLANGE

FIXED CONNECTION

KIPS

JOISTS

JOINT

INTERMEDIATE

INTERIOR

INSIDE FACE

INSIDE DIAMETER

INFORMATION

HORIZONTAL LOAD

HORIZONTAL

HIGH POINT

HEIGHT

HEADED STUD

GYPSUM BOARD

GRADE BEAM

GRADE

GENERAL

GALVANIZED

GAGE OR GAUGE

FOUNDATION

FOOTING

FINISHED FLOOR

FINISH(ED)

FAR SIDE

FACE TO FACE

EXTERIOR

EXISTING

EXPANSION JOINT

EXPANSION

EQUAL(EQUALLY)

ENGINEER

ELEVATOR

ELEVATION

ELECTRICAL

EACH WAY

EACH FACE

EACH

DRAWING

DOWN

DOWELS

DOUBLE

DIMENSION

DIAMETER

DIAGONAL BRACE

DIAGONAL

DEAD LOAD

DETAIL

COORDINATE

CONSTRUCTION JOINT

CONTINUOUS

CONNECTION(S)

CONDENSING UNIT

CONCRETE MASONRY UNIT

CONCRETE

COMPRESSION

- K.

- INTERM.

- JST(S)

- JT.

- INT.

- I.F.

- I.D.

- INFO.

- GR.

- GYP. BD.

- H.L.

- HORIZ.

- H.P.

- HT.

- H.S.

- G.B.

- GEN.

- GALV.

- GA.

- FDN.

- FTG.

- FL.

- FLG.

- F.C.

WELDED WIRE MESH (FABRIC)

X-BRACING

WORK POINT

WATERSTOP

WITH

WOOD

WIND LOAD

WEIGHT

- XB

- W.P.

- WD.

- W/

- W.L.

- W.W.F.

- WT.

- W.S.

UNLESS OTHERWISE NOTED

TOP OF STRUCTURAL CONCRETE

TOP OF STRUCTURAL STEEL

TRANSVERSE

TOTAL LOAD

TOP OF WALL

VERTICAL

TYPICAL

TOP OF PIER CAP

TOP OF PIER

TOP OF METAL DECK

TOP OF JOIST

TOP OF FOOTING

TOP OF BEAM

TOP & BOTTOM

TONGUE & GROOVE

- T.O.S.C.

- VERT.

- U.N.O.

- TYP.

- TRAN.

- T.L.

- T.O.W.

- T.O.S.S.

- T.O.P.C.

- T.O.P.

- T.M.D.

- T.O.J.

- T.O.F.

- T.O.B.

- T & B

- T & G

- DRWG.

- FIN. FL.

- FIN.

- F.S.

- F/F

- EXT.

- EXIST. ; (E)

- E.J.

- EXP.

- ELEC'L.

- EQ.

- ENGR.

- ELEV.

- EL.

- E.W.

- E.F.

- EA.

- DET.

- DIA. OR

- DN.

- DWL(S)

- DBL.

- DIM.

- D.B.

- DIAG.

- D.L.

- CONN.(S)

- COORD.

- C.J.

- CONT.

- CU

- CMU

- CONC.

- C.

- V.SHEAR

TEMPERATURE

TOP CHORD EXTENSION

SYMMETRICAL

STRUCTURAL

STRUCTURE

THICK

TENSION

SUPPORT

SPECIFICATIONS

SLIP CONNECTION

STIRRUPS

STIFFENER

STEEL

STANDARD

SPACE

SIMILAR

SHEET

- THK.

- TEMP.

- TCX

- SYMM.

- SUPT.

- STRUCT'L.

- STRUCT.

- T.

- STIR.

- STIFF.

- STL.

- STD.

- SPEC.

- SP.

- S.C.

- SIM.

- SHT.

REMAINDER

SAWN JOINT

ROOF DRAIN

ROOF TOP UNIT

RIGID FRAME

SECTION

SCHEDULE

REQUIRED

REINFORCING

PROJECTION

PRECAST CONCRETE

PIPE BRACE

REFER

RADIUS

POINT

PLATE

- REM.

- SECT.

- SCHED.

- S.J.

- R.D.

- RTU

- R.F.

- REQ'D.

- REINF.

- REF.

- RAD.

- PROJ.

- P/C

- PT.

- P.B.

L- P ; PL.

COLUMN

CLEAR

CHANNEL

CENTERED

CENTER LINE

CENTER TO CENTER

CEILING

BUILDING LINE

BUILDING

BRIDGING

BOTTOM CHORD EXTENSION

BOTTOM

BOTH WAYS

BLOCKING

BETWEEN

BEARING

BEAM

BASE PLATE

BACK TO BACK

AIR HANDLING UNIT

AIR CONDITIONER

AT

ARCHITECTURAL

APPROXIMATE

ANGLE

AND

ANCHOR BOLT

ALTERNATE

ADJACENT

ADDITIONAL

ABOVE FIN. FL.

ABBREVIATIONS USED ON STRUCTURAL DRAWINGS

L- BP

L- C

- COL.

- CL.

- C

- CNTRD.

- C/C

- CLG.

- B.L.

- B.W.

- BLDG.

- BRDG.

- BCX

- BOT.

- BLK'G.

- BTWN.

- BRG.

- BM.

- APPROX.

- B/B

- AHU

- A/C

- ARCH'L.

- L

- A.F.F.

- A.B.

- ALT.

- ADJ.

- ADDT'L.

- MIN.MINIMUM

PERPENDICULAR

PENETRATION

OUTSIDE FACE

OUTSIDE DIAMETER

OPPOSITE HAND

OPENING(S)

PERIMETER

OPPOSITE

ON CENTER

NOT TO SCALE

MOMENT CONNECTIONS

MISCELLANEOUS

NEAR SIDE

NUMBER

MOMENT

- PERP.

- PERIM.

- PEN.

- O.F.

- O.D.

- O.H.

- OPP.

- OPNG.(S)

- O.C.

- NO.

- N.T.S.

- N.S.

- M.C.

- MISC.

- M.

LESS THAN OR EQUAL TO

LARGER THAN OR EQUAL TO

LONG LEG VERTICAL

MECHANICAL

MANUFACTURER

MEZZANINE

METAL

MAXIMUM

MATERIAL

LOW POINT

LONG LEG HORIZONTAL

LONGITUDINAL

LIVE LOAD

- LLV

- MEZZ.

- MET.

- MECH'L.

- MAX.

- MAT'L.

- MFR.

- L.P.

- LLH

- LONG.

- L.L.

DEFORMED BAR ANCHOR - DBA.

LONG SIDE VERTICAL - LSV

NEW - (N)

FIELD VERIFY - F.V.

CAMBER - C

1151 W. PIONEER PKWY. (817) 277-6686

ARLINGTON, TX 76013

Texas Registered Engineering Firm F-8284 C 2023 Copyright R. L. Woods & Associates, LLC

Structural and Forensic Engineering

R. L. Woods & Associates, LLC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc.

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

(972) 233-2288 www.obrieneng.com

Managing Partner

ANGEL R. MORALES, COR

11/03/2023

ISSUE FOR

CONSTRUCTION 1

11-03-2311 /2

/2

1:

:3

P

M

SS001

GENERAL NOTES & SPECIAL

INSPECTIONS

WATER BOOSTER PUMP

STATIONS

EL PASO, TX

756-21-100

RLW BWT

Bar size Class A splice Class B splice

3 16" 21"

4 22" 28"

5 28" 36"

6 32" 42"

7 47" 62"

8 54" 70"

9 61" 79"

10 68" 88"

1. Design loads are as follows:

A. Roof live loads 20 PSF

B. Roof dead loads 6 PSF

C. Floor live loads:

i. Mech'l 100 PSF or equipment loads

D. Equipment loads:

i. Water Booster Pumps 2166 pounds

E. Ground snow loads: 5 PSF

F. Wind pressure: unless noted otherwise, per ASCE 7-16 for:

i. Basic wind speed = 112 mph (Risk Category III).

ii. Exposure C.

iii. Component and cladding wind pressure:

a. Roof zone 1: (+16.0, -43.54) PSF

b. Roof zone 2: (+16.0, -57.38) PSF

c. Roof zone 3: (+16.0, -78.20) PSF

d. Wall zone 4: (+27.35, -29.62) PSF

e. Wall zone 5: (+27.35, -36.57) PSF

G. Seismic design (per ASCE 7):

a. Seismic Risk Category: III.

b. Seismic Importance Factor: 1.25

c. Mapped Spectral Response Acceleration Parameters:

Ss=0.359g

S =0.111g

d. Spectral Response Coefficients: S ds

= 0.362; S di

= 0.174

e. Site Class: D

f. Seismic Design Category: C

g. Seismic Force Resisting System: Concentric Steel Moment Frames

h. Design Base Shear: n/a

i. Seismic Response Coefficient (Cs) = 0.0188

j. Analysis procedure: Equivalent Frame Method

2. Structure was designed in accordance with the International Building Code (IBC), 2021 edition.

3. Consult structural engineer if locations or design weights of roof, floor, and floor supported Mech'l units differ from those indicated on structural plans.

4. All existing conditions shall be field verified.

5. Contractor shall verify all dimensions prior to start of construction.

6. General contractor shall be responsible for coordination of other trades (Mech'l, Elec'l, etc.) Prior to fabrication and installation of materials.

7. General contractor shall be responsible for coordination of architectural and structural drawings prior to fabrication, forming, or placement of materials. General contractor shall report discrepancies immediately to architect and shall proceed with construction only after discrepancy has been resolved.

8. The details designated as "Typical Details" apply generally to the drawings in all areas where conditions are similar to those shown in the details.

1. Building pad shall be as follows:

A. Site preparation shall be in accordance with project geotechnical report. Reference Intertek

Professional Service Industries, Inc. report no. 06252812, dated 04/12/2023, and any supplementary report and letters prepared by the geotechnical company. Specifically reference report section 4.2 for building site preparation.

B. Unless noted otherwise in geotechnical report, the building site and areas to be paved shall be stripped of all topsoil, vegetation, roots, old construction debris, or other organic material.

C. The subgrade shall be firm and able to support the construction equipment without displacement and be compacted as recommended in geotechnical report. Soft or yielding subgrade shall be corrected and made stable before construction proceeds. Any old fill found on the site shall be reworked to provide adequate support for foundations and pavements or shall be removed. The subgrade shall be proof rolled to detect any soft spots, which if exists, shall be reworked, compacted and tested.

D. Contractor shall place a minimum of 1.5 feet, or 8 inches below existing grade, whichever is greater, of select conditioned fill in accordance with section 4.3.1 of geotechnical report. The soils exposed at the base of all excavations should be scarified to a depth of at least 8 inches, moisture conditioned and then compacted prior to placing Engineered Fill above, in accordance with section 4.3.1 of geotechnical report.

E. Compaction testing of controlled fills shall be taken as follows: one field density test per lift, for each 2500 SF of building area, with a minimum of two tests per lift. Each lift shall be compacted, tested, and approved before another lift is added.

2. Design Bearing Pressure at bottom of footings is 3000 PSF.

1. Concrete shall be composed of type 1 Portland Cement (ASTM C150), fine and coarse aggregates

(ASTM C33), fiber mesh additive, and potable water. Fly ash (ASTM C618, class C or F) may replace up to 20 percent of cementitious material. Set altering or water reducing admixtures (ASTM C494) may be used as conditions warrant. Fiber mesh shall be Fibermesh 150 synthetic fiber or equivalent,

2. Maximum water/cement ratio is 0.4 for exposed-to-view building slabs and 0.5 for all other concrete.

3. All concrete shall have a minimum compressive strength of 3500 psi at 28 days.

4. Maximum nominal coarse aggregate size shall be 1” max., unless noted otherwise.

5. Concrete building slabs and grade beams that are exposed to weather shall be air entrained to between 4 and 6%.

6. Unless noted otherwise, concrete slump shall be as follows: 5” max., 3” min.

7. Reinforcing steel shall be ASTM A615 grade 60.

8. Unless noted otherwise, concrete protection for reinforcement shall be as follows:

Grade beams 3” bottom, 2” sides, 1 ½” top

Slabs on grade centered

9. Unless noted otherwise, lap all reinforcing splices as follows:

10.Provide corner bars to match and lap horizontal reinforcement at all grade beam and wall intersections. 30 bar dia. Lap minimum.

11.All reinforcement shall be detailed in accordance with the latest ACI Detailing Manual.

12.Contractor shall coordinate all penetrations, conduit, chamfers and embedded items prior to concrete placement.

1. Structural steel shall conform to AISC “Specification For The Design, Fabrication And Erection Of

Structural Steel For Buildings”, latest edition.

2. Galvanizing of steel members shall conform to ASTM A1236/A123M.

3. All structural steel wide flange shapes shall be ASTM A992 (grade 50). HSS shapes shall be A500

gr. B. Standard pipe shall be ASTM A53, grade B. All other structural steel shall be A36.

4. Welded construction shall conform to the American Welding Society “Structural Welding Code”, D1.1

5. All welding shall be performed by welders certified with the last 12 months.

6. Full and partial penetration welds performed in the field shall be ultrasonically tested.

7. When welds are not called-out on drawings, they are minimum size continuous fillet welds in accordance with AWS D1.1.

8. All welds shall be made using E70 series electrodes.

9. All bolted connections shall use ASTM F3125 bolts unless noted otherwise. Temporary erection bolts may be ASTM A307

10.All bolts exposed to the elements shall be hot dipped galvanized or group 1, alloy 304 stainless steel

1. Design and construction of premanufactured steel frame are the responsibility of the manufacturer.

2. Steel frame shall be designed and constructed in accordance with the noted codes.

3. The contractor shall coordinate the manufacturer's work with all trades and conform to performance and appearance criteria indicated in sections and details provided by the architect.

4. Submit shop drawings and connection details for review.

5. Provide structural calculations, sealed by an engineer licensed to practice in the state of Texas.

6. Design loads and structural performance criteria shall be as follows:

A. Wind: see general notes for wind speed and exposure. Design for uplift forces specified by the building code, limit lateral deflection to l/240.

B. Gravity: per General Notes

i. Roof live load: 20 psf, non-reducible.

ii. Roof dead load: structure weight + weight of applied materials and equipment loads.

iii. Cladding dead load: steel sheathing per manufacturer.

C. Deflections limits: LL= l/240; total load = l/180.

7. Rigid frame building manufacturer shall design frames, columns, base plates, anchor bolts, purlins, girts and other miscellaneous structure in accordance with the noted codes and loads.

8. Foundation was designed assuming rigid frames and columns with pinned bases. Any deviation of this assumption may cause the foundation to be revised, which shall be the pre-engineered building manufacturer's responsibility.

9. Contractor shall submit frame reactions to structural engineer for verification of foundation design criteria prior to beginning construction of any foundation element.

1. Except where indicated on the drawings, post-installed anchors shall consist of the following anchor types as provided by Hilti, Inc. Contact Hilti at (800) 879-8000 for product related questions.

A. Anchorage to concrete

1. Adhesive anchors for cracked and uncracked concrete use:

a. Adhesives for use:

(i) Hilti HIT-HY 200 safe set system with Hilti HIT-Z rod per ICC ESR-3187

(ii) Hilti HIT-HY 200 safe set system with Hilti hollow drill bit and vacuum with HAS threaded rod per ICC ESR-3187

(iii) Hilti HIT-RE 500V3 safe set system with Hilti hollow drill bit and vacuum with HAS threaded rod per ICC ESR-3814

(iv) Hilti HIT-RE 500V3 safe set system with Hilti roughening tool (HIT RT) with HAS threaded rod per ICC ESR-3814 for diamond cored holes

b. Steel elements for use with adhesive:

(i) Hilti HAS-V-36 grade 36 carbon steel rod

(ii) Hilti HAS-R-304 stainless steel rod

(iii) Hilti HAS-R-316 stainless steel rod

(iv) Hilti HIT-Z rod (with HY 200 only)

2. Basis of design includes the following design parameters:

a. Cracked concrete

b. Water-saturated concrete

c. Base material temperature of 23-104 degrees Fahrenheit

d. Allowable with hammer-drill, hollow drill bit system, and core drilling methods

3. Medium duty mechanical anchors for cracked and uncracked concrete use:

a. Hilti KWIK HUS EZ and KWIK HUS EZ-I screw anchor safe set system with hollow drill bit and vacuum per ICC ESR-3027

b. Hilti KWIK BOLT-TZ expansion anchor safe set system with hollow drill bit and vacuum and SI-AT-A22 tool with adaptive torque for applicable sizes per ICC ESR-1917

c. Hilti KWIK BOLT 3 expansion anchor safe set system with hollow drill bit and vacuum and

SI-AT-A22 tool with adaptive torque for applicable sizes (uncracked concrete only) per ICC

ESR-2302

4. Heavy duty mechanical anchors for cracked and uncracked concrete use:

a. Hilti HDA undercut anchors per ICC ESR 1546

b. Hilti HSL-3 expansion anchors per ICC ESR 1545

B. Rebar doweling into concrete

1. Adhesive anchors for cracked and uncracked concrete use:

a. Hilti HIT-HY 200 safe set system with Hilti hollow drill bit and vacuum with continuously deformed rebar per ICC ESR-3187

b. Hilti HIT-HY 500V3 safe set system with Hilti hollow drill bit and vacuum with continuously

DEFORMED REBAR PER ICC ESR-3814

c. HILTI HIT-re 500v3 safe set system with Hilti roughening tool (HIT RT) with continuously deformed rebar per ICC ESR-3814 in diamond cored holes

2. Basis of design includes the following design parameters:

a. Cracked concrete

b. Water-saturated concrete

c. Base material temperature of 23-104 degrees Fahrenheit

d. Allowable with hammer-drill, hollow drill bit system, and core drilling methods

e. Current ICC-ES report with approval for development of bar using ACI provisions for embedment depths greater than 20 bar diameters

2. Anchor capacity used in design shall be based on the technical data published by Hilti or other such method as approved by the structural engineer of record. Substitution requests for alternate products must be approved in writing by the structural engineer of record prior to use. Contractor shall provide calculations that have been sealed by another licensed engineer demonstrating that the substituted product is capable of meeting the performance of the specified product. Fasteners submitted for substitution must also have an ICC ESR showing compliance with the relevant building code for seismic uses, load resistance, installation category, and availability of comprehensive installation instructions for that particular fastener. Adhesive anchor evaluation will also consider creep, in-service temperature, installation temperature, moisture condition of concrete, and drilling methods.

3. Use of diamond core bit with roughening tool for anchor holes requires approval from engineer of record prior to drilling. Unless otherwise shown in the drawings, all holes shall be drilled perpendicular to the concrete surface.

4. Install anchors per the manufacturer's printed installation instructions, as included in the anchor packaging.

5. The contractor shall arrange an anchor manufacturer's representative to provide onsite installation training for all anchor products specified.

6. Anchor capacity is dependent upon spacing between adjacent anchors and proximity of anchors to edge of concrete. Install anchors in accordance with spacing and edge clearances indicated on the drawings.

7. Existing reinforcing bars in the concrete structure may conflict with specific anchor locations. Unless noted otherwise on the drawings, existing bars may not be cut. The contractor shall review the existing structural drawings and shall undertake to locate the position of the reinforcing bars at the locations of the concrete anchors by gpr, x-ray, chipping or other approved means.

1. Shop drawings and/or product data for the following items are to be submitted to the COR for review:

A. Reinforcing steel data and shop drawings

B. Concrete mix designs

C. Pre-engineered metal buildings shop drawings, reactions, and calculations.

2. General contractor shall pre-check all shop drawings before submission to the engineer for review.

All submittals materials must bear the review stamp of the general contractor.

3. Allow 20 working days after date of delivery to the COR for review of shop drawings.

4. The use of reproductions of these contract drawings, including the use of electronic files, by any contractor, subcontractor, erector, fabricator, or material supplier in lieu of the independent preparation of shop drawings signified their acceptance of all information shown hereon as correct and obligates themselves to any job expense, real or implied, arising due to any errors that may occur thereon. Such use of reproductions of these contract documents will not be allowed without prior consent from the engineer.

1. An independent testing lab shall be engaged to perform quality control testing and inspections.

2. Contractor shall cooperate and coordinate activities with designated testing lab.

3. Testing lab shall perform the following services:

A. Observe reinforcing steel and items embedded in concrete.

B. Observe concrete pours.

C. Provide concrete testing as follows:

i. Prepare one set of six cylinders, from each day's pour for each type of concrete used, for compressive strength testing. Break two cylinders at 7 days, two at 28 days, and hold two for future testing, if required.

ii. Perform one slump test for ea. Set of cylinders prepared. Perform additional slump tests as required when changes in concrete consistency are discernable.

D. Provide inspection of structural steel connections with testing of a minimum of 20 percent of bolts and welds, per specifications.

E. Provide inspection of roof and floor deck attachments.

4. Refer to special inspections notes for special inspections required by code. Special inspections are in addition to the general quality control inspections indicated above.

GENERAL CONDITIONS

GENERAL NOTES

SITE

CONCRETE

STRUCTURAL STEEL

PREENGINEERED METAL BUILDING

POST-INSTALLED ANCHORS

SHOP DRAWING REVIEW AND SUBMITTAL NOTES

TESTING LAB SERVICES

at an application rate of 1.0 lbs per cubic yard.

Revisions: Date:

Revision 1 - Addendum 001 11/03/2023

1151 W. PIONEER PKWY. (817) 277-6686

ARLINGTON, TX 76013

Texas Registered Engineering Firm F-8284 C 2023 Copyright R. L. Woods & Associates, LLC

Structural and Forensic Engineering

R. L. Woods & Associates, LLC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc.

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

(972) 233-2288 www.obrieneng.com

Managing Partner

ANGEL R. MORALES, COR

11/03/2023

ISSUE FOR

CONSTRUCTION 1

11-03-2311 /2

/2

1:

:1

P

M

SS002

SPECIAL INSPECTIONS NOTES WATER BOOSTER PUMP

STATIONS

EL PASO, TX

756-21-100

RLW BWT

SI-1 The registered design professional in responsible charge (RDPiRC) for this project is the architect & COR. Submit all inspection reports to COR for review.

SI-2 The RDPiRC contracts with or is employed by the owner.

SI-4 Inspection of Fabricators - Fabricator shall submit to the RDPiRC, with a copy to the owner and the GC, a certificate of compliance stating the he fabricated his work under the inspections services of a special inspector or under the inspection services of a nationally recognized trade organization that requires quality control inspections.

<<The following special inspections in table form are required only if marked by a 'X', 'C', or 'P'.

X - Denotes that the inspection is required, one time occurrence.

C - Denotes that the inspection is required and shall be continuous.

P - Denotes that the inspection is required and shall be periodic.

NA - Denotes not applicable to this project.

SI-5 Open Web Steel Joists & Joist Girders (Per 2021 IBC Table 1705.2.3) - NOT APPLICABLE

SPECIAL INSPECTIONS

SI-7 Concrete Construction (Per 2021 IBC Table 1705.3)

1. Inspect reinforcement, including prestressing tendons, and verify placement.P

SI-8A Masonry Construction (Per TMS 602-16 Table 4) - NOT APPLICABLE

SI-11 Soils (Per 2021 IBC Table 1705.6)

1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity.P

SI-12 Pile Foundations (Per IBC 2021 Table 1705.7) - NOT APPLICABLE

Mark Description Referenced Standard

Mark Description

2. Verify excavations are extended to proper depth and have reached proper material.P

3. Perform classification and testing of compacted fill materials.P

C

5. Prior to placement o compacted fill, inspect subgrade and verify that site has been prepared properly.P

SI-13 Pier Foundations - NOT APPLICABLE

IBC Reference

2. Reinforcing bar welding:

3. Inspect anchors cast in concrete.P

a. Verify weldability of reinforcing bars other than ASTM A706;NA

4. Inspect anchors post-installed in hardened concrete membersa

ACI 318 Ch. 20, 25.2, 25.3, 26.6.1-26.6.3

AWS D1.4

ACI 318: 17.8.2

C

a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads.

ACI 318: 17.8.2.4

b. Mechanical anchors and adhesive anchors not defined in 4.a.P

P 5. Verify use of required design mix.

C

6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

C 7. Inspect concrete and shotcrete placement for proper application techniques.

P 8. Verify maintenance of specified curing temperature and techniques.

9. Inspect prestressed concrete for:

NA a. Application of prestressing forces; and

NA b. Grouting of bonded prestressing tendons.

NA 10. Inspect erection of precast concrete members.

NA

13. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs.

P 14. Inspect formwork for shape, location and dimensions of the concrete member being formed. ACI 318: 26.11.1.2(b)

ACI 318: 26.11.2

ACI 318: Ch. 26.8

ACI 318: 26.10

ACI 318: 26.5.3-26.5.5

ACI 318: 26.5

ASTM C172

ASTM C31

ACI 318: 26.4, 26.12

ACI 318: Ch. 19, 26.4.3, 1904.1, 1904.2 26.4.4

ACI 318: 17.8.2

P

SI-6 Structural Steel Construction

P

Mark Description RemarkREFERNCED

STANDARD

IBC

REFERENCED

P

P

NA

NA

NA

P

NA

SI-9 Wood Construction - NOT APPLICABLE

SI-10 Cold-Formed Steel Light-Frame Construction - NOT APPLICABLE

"- - -" - Observe, or perform in accordance with applicable standards.

R - Denotes that inspection/testing is required and shall be performed with applicable standards.

SI-8B Masonry Construction (Per TMS 602-16 Table 3) - NOT APPLICABLE

b. Inspect single-pass fillet welds, maximum 5/16"; andP ACI 318: 26.6.4

c. Inspect all other welds.C

11. For precast concrete diaphragm connections or reinforcement at joints classified as moderate ACI 318: 26.13.1.3(MDE or HDE) in structures assigned to Seismic Design Category C, D, E, or F, inspect such connections and reinforcement in the field for:

NA a. Installation of the embedded parts

NA b. Completion of the continuity of reinforcement across joints. ACI 550.5

NA c. Completion of connections in the field.

NA

12. Inspect installation tolerances of precast concrete diaphragm connections for compliance with ACI 550.5. ACI 318: 26.13.1.3

NA

NA

P

NA

P

NA

NA

NA

NA

NA

NA

Note:

a. Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance with

17.8.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the registered design professional and shall be approved by the building official prior to the commencement of the work.

1. Material verification of structural steel.

Structural Steel:

ASTM 6

ASTM Standards

AISC 360 A3.1

2. Verify structural steel indentification markings.

Applicable ASTM

Standards

Review Structural steel mill certificates and test reports

3. Structural steel welding:

AWS D1.1

AISC 360M2.4

a. Inspection tasks Prior to Welding.

QA tasks listed in AISC 360, Table N5.4-1

b. Inspection tasks During Welding.

QA tasks listed in AISC 360, Table N5.4-2

c. Inspection tasks After Welding.

QA tasks listed in AISC 360, Table N5.4-3

d. Nondestructive testing (NDT) of welded joints:

EXCEPTION: NDT of welds completed in an approved fabricator's shop. See AISC 360, N6

1) Complete penetration groove welds 5/16" or greater in risk category III or IV

AISC 360

N5b UT on 100%, may reduce to 25% per AISC 360, N5e

2) Complete penetration groove welds 5/16" or greater in risk category II

AISC 360,

N5b UT on 10%, may increase to

100% per AISC 360, N5f

3) Welded joints subject to fatigue when required by

Aisc 360, Appendix 3, Table A-3.1

4) Fabricator's NDT reports when fabricator performs NDT AISC 360, N6

4. Structural steel bolting: RCSC Specification

a. Inspection tasks Prior to Bolting QA tasks listed in AISC 360, Table N5.6-1

b. Inspection tasks During Bolting QA tasks listed in AISC 360, Table N5.6-2

QA tasks listed in AISC 360, Table N5.6-3

c. Inspection tasks After Bolting

Other Inspection Tasks:

AISC 360 Ch.N 1705.2

AISC 360 N5.8

1. Inspect steel frames to verify compliance with the details shown on the construction documents, such as braces, stiffeners, member locations and proper application of joint details at each connection.

2. Inspect the placement of anchor rods and other embedments supporting structural steel for compliance with the construction documents. The diameter, grade, type and length of the anchor rod or embedded item, and the extent or depth of embedment into the concrete, shall be verified prior to the placement of concrete.

Inspection of steel elements of composite construction prior to concrete placement:

AWS D1.1, D1.5,

D1.6

1. Placement and Installation of steel headed stud anchors

Verification of Steel Construction Other Than Structural Steel:

1) Verification of weldability of reinforcing steel other than

ASTMA A706

AWS D1.4

ACI 318:

Ch. 26.6.1.1(g), 26.6.4.1

2) Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear reinforcement.

AWS D1.4

ACI 318:

Ch. 26.6.1.1(g), 26.6.4.1

3) Shear reinforcement

AWS D1.4

ACI 318:

Ch. 26.6.1.1(g), 26.6.4.1

AWS D1.4

ACI 318:

Ch. 26.6.1.1(g), 26.6.4.1

4) Other reinforcement

5. Visual inspection of exposed cut surfaces of galvanized structural steel main members and exposed corners of the rectangular

HSS for cracks subsequent to galvanizing.

Cold-Formed Steel Deck: SDI QA/QC

1. Manufacturer documents listed ins SDI QA/QC, Section 2.1 & 2.2 SDI QA/QC Sec. 2

2. Cold-formed steel deck placement:

a. Inspection tasks prior to deck placement SDI QA/QC, Appendix 1 Table 1.1

b. Inspection tasks after deck placement SDI QA/QC, Appendix 1 Table 1.2

3. Cold-formed steel deck welding: AWS D1.3

a. Inspection tasks prior to welding SDI QA/QC, Appendix 1 Table 1.3

b. Inspections tasks during welding SDI QA/QC, Appendix 1 Table 1.4

c. Inspection tasks after welding SDI QA/QC, Appendix 1 Table 1.5

4. Cold-formed steel deck mechanical fastening:

a. Inspection tasks prior to mechanical fastening SDI QA/QC, Appendix 1 Table 1.6

SDI QA/QC, Appendix 1 Table 1.7

SDI QA/QC, Appendix 1 Table 1.8

b. Inspections tasks during mechanical fastening

c. Inspection tasks after mechanical fastening

1. Inspection of welding:

a. Reinforcing steel:

AISC 360, N5c

SI-3 These inspections are in addition to the inspections specified in Section 110 of the 2021 International Building Code (IBC). Refer to the building code, and any amendments to the building code for this jurisdiction, to determine all the required inspections in addition to the special inspections listed below.

4. During fill placement, verify use of proper materials and procedure in accordance with the provisions of the approved geotechnical report. Verify densities and lift thicknesses during placement and compaction of compacted fill.

Revisions: Date:

6' - 6"

SS201

SS201

SS201

SS201

6' - 2"

2" 2"

1' - 0" WIDE STRIP

OF EXIST. PAD TO

BE SAW-CUT &

REMOVED

SS201

SS201

O.F. PEMB FRAME

SS201

EXIST. 6" THICK PAD TO

BE PARTIALLY DEMO'D.

NEW 6" THICK SLAB, REINF.

w/ #4 @ 16" O.C.B.W.

CENTERED IN SLAB

(F

IE

LD

V

E R

IF

Y

TRENCH DRAIN,

REF. PLUMBING

M

IN

1'

MIN.

6"

PEMB STRUCTURE

BY OTHERS

6"

#4 @ 16" O.C. B.W.

(2) #6 CONT.

F

IE

LD

V

E R

IF

Y

2"

1/

2"

GRADE BEAMS TO BEAR ON

FIRM PROPERLY COMPACTED

SUBGRADE WITH MIN. 3000 PSF

BEARING CAPACITY

1' - 2"

OR EQUIP. PAD (WHICHEVER IS LESS)

5'-0" OR TO FACE OF EXIST. BUILDING

D

E P

T H

O F

E N

G

IN

E E

R E

D

F

IL

L S

H A

L L

B E

T H

E G

R E

A T

E R

O F

'-8

B

E L

O W

E X

IS

T

G

R A

D E

O R

B E

L O

W B

O T

T O

M O

F G

R A

D E

B E

A M

S

SUBGRADE

F

IL

L

E N

G

IN

E E

R E

D

1' - 2"

M

IN

1'

MIN.

6"

PEMB STRUCTURE

BY OTHERS

6"

(2) #6 CONT.

F

IE

LD

V

E R

IF

Y

2"

1/

2"

GRADE BEAMS TO BEAR ON

FIRM PROPERLY COMPACTED

SUBGRADE WITH MIN. 3000 PSF

BEARING CAPACITY

#4 x 1'-6" DWLS @ 16" O.C.

DRILL 6" INTO EXIST. SLAB

& SET w/ ADHESIVE

(2) #6 CONT.

EXIST. SLAB

D E

P T

H O

F E

N G

IN

E

E R

E D

F

IL

L S

H A

L L

B E

T H

E G

R E

A T

E R

O F

'-8

B

E L

O W

E X

IS

T

G

R A

D E

O R

B E

L O

W B

O T

T O

M O

F G

R A

D E

B E

A M

S

SUBGRADE

OR EQUIP. PAD (WHICHEVER IS LESS)

5'-0" OR TO FACE OF EXIST. BUILDING

ENGINEERED FILL

NEW 6" SLAB REINF. w/ #4 @ 16" O.C. B.W.

#4 x DWLS @ 16" O.C.

DRILL 6" INTO EXIST. SLAB & SET

w/ ADHESIVE

EXIST. SLAB

10"

6"

(2) #4 CONT.

1'

1' - 4"

TRENCH DRAIN,

REF. PLUMBING

#4 x @ 16" O.C.

7"

10"

6" 1'-0"

1151 W. PIONEER PKWY. (817) 277-6686

ARLINGTON, TX 76013

Texas Registered Engineering Firm F-8284 C 2023 Copyright R. L. Woods & Associates, LLC

Structural and Forensic Engineering

R. L. Woods & Associates, LLC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc.

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

(972) 233-2288 www.obrieneng.com

Managing Partner

ANGEL R. MORALES, COR

11/03/2023

ISSUE FOR

CONSTRUCTION 1

11-03-2311 /2

/2

1:

:4

P

M

SS201

FOUNDATION PLAN AND DETAILS WATER BOOSTER PUMP

STATIONS

EL PASO, TX

756-21-100

RLW BWT

N

PLAN NORTH

SCALE: 3/4" = 1'-0"

FOUNDATION PLAN

SCALE: 3/4" = 1'-0"

DETAIL

2 SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 3/4" = 1'-0"

DETAIL

Revisions: Date:

'-1

7/

8"

VE

R

IF

Y

'-1

/8

EXISTING METAL BUILDING

NOT IN SCOPE

VERIFY

13'-10" 6'-2"

AS201

AS201

AS201

AS201

AS201

AS201

/8

/8

5'-11 1/2"

A B

129 SF

BOOSTER PUMP

ROOM

EXISTING BUILDING 1

NOT IN SCOPE

4' -1

/8

4'

-1

/8

4' -1

/8

4'

-1

/8

4' -1

/8

METAL FRAMING BY PRE-

ENGINEERED METAL BUILDING

MANUFACTURER - TYP.

6'-0"W X 7'-0"H HM DOUBLE DOOR

AND HM DOOR FRAME

EXIST. PAD TO

REMAIN.

REF. STRUCT.

TRENCH DRAIN

REF. PLUMBING

6'-2"

5' -6

'-0

EQ EQ

CL

EXISTING METAL BUILDING

NOT IN SCOPE

EXISTING BUILDING 1

NOT IN SCOPE

SUSPEND-MOUNTED

LIGHTING FIXTURES

METAL FRAMING BY PRE-

ENGINEERED METAL BUILDING

MANUFACTURER - TYP.

METAL ROOF

2 1/2:12

SLOPE DOWN

METAL FASCIA

METAL FASCIA

EXISTING METAL BUILDING

NOT IN SCOPE

EXISTING BUILDING 1

NOT IN SCOPE

GENERAL SHEET NOTES:

A. THE PRE-ENGINEERED METAL BUILDING IS TO BE DESIGNED AND INSTALLED BY THE

MANUFACTURER’S SPECIFICATIONS AND ALL RELEVANT BUILDING CODES AND

REGULATIONS.

B. ALL STRUCTURAL STEEL MEMBERS, FASTENERS, AND CONNECTIONS MUST BE

SUPPLIED BY THE MANUFACTURER AND INSTALLED BY THEIR INSTRUCTIONS.

C. THE BUILDING FOUNDATION AND ANCHORAGE MUST BE DESIGNED AND INSTALLED

BY THE MANUFACTURER’S SPECIFICATIONS AND THE REQUIREMENTS OF BUILDING

CODES.

D. THE ROOF AND WALL SYSTEMS, INCLUDING INSULATION AND VAPOR BARRIERS,

MUST BE INSTALLED BY THE MANUFACTURER’S SPECIFICATIONS AND THE

REQUIREMENTS OF BUILDING CODES.

E. ALL OPENINGS FOR DOORS, LOUVERS AND OTHER PENETRATION SHALL BE

PROPERLY FRAMED AND REINFORCED AS REQUIRED.

F. ALL ROOF AND WALL PENETRATION SHALL BE PROPERLY FLASHED AND SEALED TO

PREVENT LEAKS.

REFLECTED CEILING PLAN LEGEND

CEILINGS

NO CEILING - UNDERSIDE OF METAL ROOF

ROOF PLAN SYMBOL LEGEND

DIRECTION OF DOWN SLOPE. 2 1/2" PER FOOT

LIGHTING FIXTURE

SUSPEND-MOUNTED LIGHTING FIXTURE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

ANGEL R. MORALES, COR

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brend Engineering Inc., Managing Partner

972-233-2288

1O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

AS101

FLOOR PLAN, REFLECTED

CEILING PLAN & ROOF PLAN

WATER BOOSTER PUMP

STATIONS

EL PASO, TX

756-21-100

11/03/2023 KL CH

ISSUE FOR

CONSTRUCTION

11/03/2023

1/4" = 1'-0"

FLOOR PLAN

1/4" = 1'-0"

REFLECTED CEILING PLAN

1/4" = 1'-0"

ROOF PLAN

N

PLAN NORTHACTUAL NORTH

N

T.O.SLAB

15' - 3"

'-4

'-2

METAL ROOF

METAL FASCIA

METAL PANEL

CONC. SLAB

REF. STRUCT.

T.O.SLAB

15' - 3"

4' -6

7'

-0

METAL ROOF

METAL FASCIA

METAL PANEL

CONC. SLAB

REF. STRUCT.

METAL DOOR

6'-0"W X 7'-0"H HM DOUBLE DOOR

AND HM DOOR FRAME

T.O.SLAB

15' - 3"

'-2

" 11 '-6

METAL ROOF

METAL FASCIA

METAL PANEL

CONC. SLAB

REF. STRUCT.

T.O.SLAB

15' - 3"

1' -4

'-2

METAL ROOF

METAL FASCIA

METAL PANEL

CONC. SLAB

REF. STRUCT.

T.O.SLAB

15' - 3"

AS201 METAL ROOF

METAL FRAMING BY

PRE-ENGINEERED

METAL BUILDING

MANUFACTURER - TYP.

METAL PANEL

CONC. SLAB

REF. STRUCT.

BOOSTER PUMP

ROOM

SUSPEND MOUNTED

LIGHTING FIXTURE

AS201

AS201

AS201

6'-0"W X 7'-0"H HM DOUBLE DOOR

AND HM DOOR FRAME

T.O.SLAB

15' - 3"

AS201 METAL ROOF

METAL FASCIA

METAL PANEL

CONC. SLAB

REF. STRUCT.

SUSPEND MOUNTED

LIGHTING FIXTURE

METAL FRAMING BY

PRE-ENGINEERED

METAL BUILDING

MANUFACTURER - TYP.

AS201

DRIP FLASHING TURN UP 2"

HM DOOR FRAME

3/ 4"1/

4"

DOOR AS SCHEDULED

1 1/4"

WEATHER STRIPPING

METAL PANEL SYSTEM BY

PRE-ENGINEERED METAL

BUILDING MANUFACTURER

METAL PANEL SYSTEM BY

PRE-ENGINEERED METAL

BUILDING MANUFACTURER

JAMB TRIM

HM DOOR JAMB

FIELD FLATTEN TRIM LEG WHEN

REQ'D.

DOOR AS SCHEDULED

WEATHER STRIPPING

THRESHOLD SET IN

FULL MASTIC BED

SECURE THRESHOLD TO SLAB W/

EXPANSION FASTNERS

DOOR BOTTOM

WEATHERSTRIPPING

WEATHERSTRIPPING

AT JAMB BEYOND

DOOR AS SCHEDULED

GENERAL SHEET NOTES:

A. THE PRE-ENGINEERED METAL BUILDING IS TO BE DESIGNED AND INSTALLED BY THE

MANUFACTURER’S SPECIFICATIONS AND ALL RELEVANT BUILDING CODES AND

REGULATIONS.

B. ALL STRUCTURAL STEEL MEMBERS, FASTENERS, AND CONNECTIONS MUST BE

SUPPLIED BY THE MANUFACTURER AND INSTALLED BY THEIR INSTRUCTIONS.

C. THE BUILDING FOUNDATION AND ANCHORAGE MUST BE DESIGNED AND INSTALLED

BY THE MANUFACTURER’S SPECIFICATIONS AND THE REQUIREMENTS OF BUILDING

CODES.

D. THE ROOF AND WALL SYSTEMS, INCLUDING INSULATION AND VAPOR BARRIERS,

MUST BE INSTALLED BY THE MANUFACTURER’S SPECIFICATIONS AND THE

REQUIREMENTS OF BUILDING CODES.

E. ALL OPENINGS FOR DOORS, LOUVERS AND OTHER PENETRATION SHALL BE

PROPERLY FRAMED AND REINFORCED AS REQUIRED.

F. ALL ROOF AND WALL PENETRATION SHALL BE PROPERLY FLASHED AND SEALED TO

PREVENT LEAKS.

1"2"

1/2" SINGLE-BEAD BUTYL

TAPE SEALANT

7/8" DOUBLE BEAD BUTYL

TAPE SEALANT

1/4 - 14 X 7/8 LONG-LIFE

TEK1 SDS SEALER @

EVERY HIGH MESA, (10)

PER PANEL

FIELD INSTALLED INSULATION

EAVE TRIM

1/4 - 14 X 7/8 LONG-LIFE TEK1

SDS SEALER @ 8" O.C.

7/8" DOUBLE BEAD BUTYL

TAPE SEALANT

EAVE STRUT

NON-SKINNING BUTYL SEALANT

1/4 - 14 X 2-1/4 SDS SHOULDER

TEK3 (MIN. 2 PER CLIP)

RIDGELINE PANEL

INSULATED METAL PANEL

RIDGELINE PANEL CLIP

NON-SKINNING CAULK

INSULATED METAL PANEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

ANGEL R. MORALES, COR

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brend Engineering Inc., Managing Partner

972-233-2288

1O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

AS201

EXTERIOR ELEVATIONS /

BUILDING SECTIONS / DETAILS

WATER BOOSTER PUMP

STATIONS

EL PASO, TX

756-21-100

11/03/2023 KL CH

ISSUE FOR

CONSTRUCTION

11/03/2023

3/8" = 1'-0"

NORTH ELEVATION

3/8" = 1'-0"

EAST ELEVATION

3/8" = 1'-0"

SOUTH ELEVATION

3/8" = 1'-0"

WEST ELEVATION

3/8" = 1'-0"

BUILDING SECTION A-A'

3/8" = 1'-0"

BUILDING SECTION B-B'

3" = 1'-0"

DETAIL - DOOR HEAD

3" = 1'-0"

DETAIL - DOOR JAMB

3" = 1'-0"

DETAIL - DOOR THRESHOLD

3" = 1'-0"

DETAIL - INSULATED METAL PANEL - TYP.

GENERAL NOTES

1. GENERAL REQUIREMENTS

A. GENERAL

1. SUBMITTALS

a. CONTRACTOR SHALL MAKE ALL NECESSARY FIELD MEASUREMENTS AND INVESTIGATIONS TO ASSURE THAT THE EQUIPMENT

AND ASSEMBLIES WILL MEET CONTRACT REQUIREMENTS, AND ALL EQUIPMENT THAT REQUIRES REGULAR MAINTENANCE, CALIBRATION, ETC ARE ACCESSABLE FROM THE FLOOR OR PERMANENT WORK PLATFORM. IT IS THE CONTRACTOR’S RESPONSIBILITY TO ENSURE ALL SUBMITTALS MEET SPECIFICATIONS AND REQUIREMENTS AND IT IS ASSUMED BY THAT ALL SUBMITTALS DO MEET SPECIFICATIONS UNLESS THE CONTRACTOR HAS REQUESTED A VARIANCE IN WRITING AND APPROVED PRIOR TO THE SUBMITTAL. IF AT ANY TIME DURING THE PROJECT IT IS FOUND THAT ANY ITEM DOES NOT MEET SPECIFICATIONS AND THERE WAS NO VARIANCE APPROVAL THE CONTRACTOR SHALL CORRECT AT NO ADDITIONAL COST OR TIME EVEN IF A

SUBMITTAL WAS APPROVED.

b. SUBMITTALS AND SHOP DRAWINGS FOR INTERDEPENDENT ITEMS, CONTAINING APPLICABLE DESCRIPTIVE INFORMATION, SHALL BE FURNISHED TOGETHER AND COMPLETE IN A GROUP. COORDINATE AND PROPERLY INTEGRATE MATERIALS AND EQUIPMENT IN EACH GROUP TO PROVIDE A COMPLETELY COMPATIBLE AND EFFICIENT INSTALLATION. FINAL REVIEW AND APPROVALS WILL

BE MADE ONLY BY GROUPS.

2. COORDINATION/SHOP DRAWINGS:

a. SUBMIT COMPLETE CONSOLIDATED AND COORDINATED SHOP DRAWINGS FOR ALL NEW SYSTEMS, AND FOR EXISTING SYSTEMS

THAT ARE IN THE SAME AREAS.

b. THE COORDINATION/SHOP DRAWINGS SHALL INCLUDE PLAN VIEWS, ELEVATIONS AND SECTIONS OF ALL SYSTEMS AND SHALL

CLEARLY IDENTIFY AND DIMENSION THE PROPOSED LOCATIONS OF THE PRINCIPAL ITEMS OF EQUIPMENT. THE DRAWINGS SHALL CLEARLY SHOW LOCATIONS AND ADEQUATE CLEARANCE FOR ALL EQUIPMENT, PIPING, VALVES, CONTROL PANELS AND OTHER ITEMS. SHOW THE ACCESS MEANS FOR ALL ITEMS REQUIRING ACCESS FOR OPERATIONS AND MAINTENANCE. PROVIDE DETAILED COORDINATION/SHOP DRAWINGS OF ALL PIPING AND DUCT SYSTEMS. THE DRAWINGS SHOULD INCLUDE ALL LOCKOUT/TAGOUT POINTS FOR ALL ENERGY/HAZARD SOURCES FOR EACH PIECE OF EQUIPMENT. COORDINATE

LOCKOUT/TAGOUT PROCEDURES AND PRACTICES WITH LOCAL AHJ REQUIREMENTS.

c. DO NOT INSTALL EQUIPMENT FOUNDATIONS, EQUIPMENT OR PIPING UNTIL COORDINATION/SHOP DRAWINGS HAVE BEEN

APPROVED.

3. QUALITY ASSURANCE:

a. ALL ITEMS SHALL BE APPLIED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. CONFLICTS

BETWEEN THE MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS SHALL BE REFERRED TO THE CLIENT PROJECT REPRESENTATIVE FOR RESOLUTION. PRINTED COPIES OR ELECTRONIC FILES OF MANUFACTURER’S INSTALLATION INSTRUCTIONS SHALL BE PROVIDED AT LEAST 10 WORKING DAYS PRIOR TO COMMENCING INSTALLATION OF ANY ITEM.

b. ALL ITEMS THAT REQUIRE ACCESS, SUCH AS FOR OPERATING, CLEANING, SERVICING, MAINTENANCE, AND CALIBRATION, SHALL BE EASILY AND SAFELY ACCESSIBLE BY PERSONS STANDING AT FLOOR LEVEL, OR STANDING ON PERMANENT PLATFORMS, WITHOUT THE USE OF PORTABLE LADDERS. EXAMPLES OF THESE ITEMS INCLUDE BUT ARE NOT LIMITED TO: ALL TYPES OF VALVES, FILTERS AND STRAINERS, TRANSMITTERS, AND CONTROL DEVICES. PRIOR TO COMMENCING INSTALLATION WORK, REFER CONFLICTS BETWEEN THIS REQUIREMENT AND CONTRACT DOCUMENTS FOR RESOLUTION. FAILURE OF THE CONTRACTOR TO RESOLVE OR CALL ATTENTION TO ANY DISCREPANCIES OR DEFICIENCIES WILL RESULT IN THE CONTRACTOR

CORRECTING AT NO ADDITIONAL COST OR TIME.

c. COMPLETE LAYOUT DRAWINGS SHALL…