Attachment 671-18-106 Construction Drawings.pdf

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36"

18" X 30"

36"

36"

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36"

23"

23"

38"

BLDG.

CP-3

SET

NAIL

CP-4

SET

NAIL

SS MH

RIM ELEV = 953.66'

CONC.

CONC.

CONC.

SS MH

RIM ELEV = 955.16'

SS MH

RIM ELEV = 952.76'

TOP = 954.12'

CONC.

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CONC.

BM-1

FOUND

SQUARE CUT

TOP OF CURB

TOP=956.18'

IRRIGATION

CONTROL

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CP-5

FOUND

SPINDLE

BRINE TANK TO BE

ABANDONED IN PLACE

(REFER TO STRUCTURAL

DEMO SHEET SB100)

RETAINING WALL

DITCH

EX 8" WL

EX FH

APPROX. 40' OF EX HARD WATER LINE TO OLD SALT

STORAGE (2" COPPER ENCASED) TO BE ABANDONED.

VA LINES ARE OWNED BY THE STATION AND SHOULD

BE COORDINATED WITH THE VA PRIOR TO

REMOVAL/REPLACEMENT.

EXISTING HARD WATER LINE TO SALT

STORAGE (2" COPPER ENCASED)

EXISTING SLAB TO BE

DEMOLISHED AS SHOWN

(REFER TO STRUCTURAL

DEMO SHEET SB100)

PIPE FENCE TO

BE REMOVED

LOCATION OF HARD WATER

LINE BASED ON AS-BUILT

DRAWINGS. CONTRACTOR

TO FIELD LOCATE.

SP

SS

CO

W

W

W

BENCHMARK

CONTROL POINT

LIGHT POLE

STAND PIPE

MANHOLE - SEWER

SEWER CLEANOUT

SPOT SHOT

MANHOLE - WATER

WATER VALVE

WATER METER

DITCH

RETAINING WALL

PIPE FENCE

BUILDING OVERHANG

ST

STORM SEWER MANHOLE

BRINE LINE TO MEASURING TANK

(2" PVC). LOCATION BASED ON

AS-BUILT DRAWINGS. PROTECT

LINE AND RECONNECT TO NEW

BRINE PUMPS

NOTES:

1. VA LINES ARE OWNED BY THE STATION AND

SHOULD BE COORDINATED WITH THE VA PRIOR TO

REMOVAL/REPLACEMENT.

C-100

EXISTING CONDITIONS

LPCB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

AUDIE L. MURPHY HOSPITAL

WATER SOFTENER

REPLACEMENT

SAN ANTONIO, TEXAS

Project Director

Revisions:

671-18-106

Approved: Project Director2340 E. TRIN ITY MILLS, STE. 220

CARROLLTON, TX 75006

972-233-2288

O'Brien Engineering, Inc.

Mr. Brian Contreras, COR Audie L, Murphy Memorial VA Medical Center San Antonio, TX 78229 www.obrieneng.com

TEXAS ENGINEERING FIRM F-3758

CONSULTANT

Revisions: Date:

CONSTRUCTION

DOCUMENTS

10.23.2020

Feet

0 5 10

CO

SHED

BLDG.

CP-4

SET

NAIL

SS MH

RIM ELEV = 952.54'

SS MH

RIM ELEV = 951.90'

SS MH

RIM ELEV = 953.52'

SS MH

RIM ELEV = 953.66'

SS MH

RIM ELEV = 955.16'

SS MH

RIM ELEV = 952.76'

TOP = 952.00'

TOP = 951.98'

TOP = 954.48'

TOP = 954.12'

CONC.

BM-1

FOUND

SQUARE CUT

TOP OF CURB

TOP=956.18'

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W

CP-5

FOUND

SPINDLE

SP

SS

CO

W

W

W

BENCHMARK

CONTROL POINT

LIGHT POLE

STAND PIPE

MANHOLE - SEWER

SEWER CLEANOUT

SPOT SHOT

MANHOLE - WATER

WATER VALVE

WATER METER

DITCH

RETAINING WALL

PIPE FENCE

BUILDING OVERHANG

CO

SHED

BLDG.

CP-4

SET

NAIL

SS MH

RIM ELEV = 952.54'

SS MH

RIM ELEV = 951.90'

SS MH

RIM ELEV = 953.52'

SS MH

RIM ELEV = 953.66'

SS MH

RIM ELEV = 955.16'

SS MH

RIM ELEV = 952.76'

TOP = 952.00'

TOP = 951.98'

TOP = 954.48'

TOP = 954.12'

CONC.

BM-1

FOUND

SQUARE CUT

TOP OF CURB

TOP=956.18'

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W

CP-5

FOUND

SPINDLE

C-500

18" DRILLED PEIR (SEE STRUCTURAL)

14'

EX 8" WL

EX FH

EXISTING HARD WATER LINE TO SALT

STORAGE (2" COPPER ENCASED)

CONNECT TO EXISTING 2" COPPER LINE AND

EXTEND APPROX. 55' TO NEW CONNECTION ON

BRINE TANK. INCLUDE 2" SHUT OFF VALVE AT BRINE

TANK. ENCASE COPPER LINE (W/ 6" MIN. COVER OF

CLEAN SILICA SAND BEDDING) TO MATCH EXISTING.

WATER LINE LOCATION BASED ON AS-BUILT

DRAWINGS. CONTRACTOR TO FIELD LOCATE.

(SEE DETAIL 1 THIS SHEET)

BRINE LINE TO MEASURING TANK (2" PVC).

LOCATION BASED ON AS-BUILT DRAWINGS.

PROTECT LINE AND RECONNECT TO NEW

BRINE PUMPS

INSTALL 6"

BOLLARD

INSTALL 6"

BOLLARD

INSTALL 6"

BOLLARD

INSTALL 6"

BOLLARD

INSTALL 6"

BOLLARD

REPLACE TRENCH CUT WITH 6" SLAB, 4000

PSI CONCRETE, #4 @ 16" OCEW. DOWEL

INTO EXISTING CONCRETE WITH #4 @ 16"

OC (PER SLAB CONNECTION DETAIL 3 ON

STRUCTURAL SHEET SB502). MATCH

ADJACENT EXISTING PAVEMENT ELEVATION.

DEMO CONC FOR

NEW 2" WATER LINE

TRENCH (3' WIDE)

PROPOSED BRINE TANK

EXISTING BRINE TANK TO BE

ABANDONED IN PLACE AND

FILLED WITH FLOWABLE FILL

(REFER TO STRUCTURAL

SHEETS SB100 & SB501)

INSTALL 6"

BOLLARD

PROPOSED FOUNDATION (SEE STRUCTURAL)

APPROX. 40' OF EX HARD WATER

LINE TO OLD SALT STORAGE (2"

COPPER ENCASED) TO BE ABANDONED

SEE DETAIL 2 THIS

SHEET FOR WATER

LINE CONNECTION

DETAIL AT TANK

ST

STORM SEWER MANHOLE

EXISTING 2" COPPER LINE

SPLINE W/ COUPLING

R M

I

N

NEW 2" COPPER LINE

COPPER LINE CONNECTION DETAIL NOT TO SCALE

COPPER DETAIL NOTES:

1. BRASS FITTING SHALL CONFORM TO

ANSI/AWWA SPECIFICATIONS C-800

2. COPPER TUBING SHALL BE TYPE "K"

SOFT AND CONFORM WITH INSF

STANDARD 61, ASTM SPECIFICATIONS

B-88

BRINE TANK

1-1/2" BRINE TANK FLANGE

GASKET (NEOPRENE BRAND OR EQUIVALENT)

1-1/2" COPPER FLANGE (NIBCO OR EQUIVALENT)

COPPER COUPLING

90 DEG COPPER ELBOW

COPPER COUPLING

COPPER ADAPTOR/REDUCER (1-1/2" TO 2")

2" COPPER WATER SUPPLY LINE

CONCRETE PAD

NOT TO SCALE

COPPER PIPE CONNECTION DETAIL TO BRINE TANK FLANGE

INSTALL 6"

BOLLARD

C-100

C-100

VA LINES ARE OWNED BY THE STATION AND

SHOULD BE COORDINATED WITH THE VA

PRIOR TO REMOVAL/REPLACEMENT

NOTES:

1. VA LINES ARE OWNED BY THE

STATION AND SHOULD BE

COORDINATED WITH THE VA PRIOR TO

REMOVAL/REPLACEMENT.

2. CONTRACTOR TO FIELD LOCATE A

3/4-INCH WATER FAUCET

CONNECTION. COORDINATE LOCATION

WIT THE VA.

C-101

PROPOSED CONDITIONS

LPCB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

AUDIE L. MURPHY HOSPITAL

WATER SOFTENER

REPLACEMENT

SAN ANTONIO, TEXAS

Project Director

Revisions:

671-18-106

Approved: Project Director2340 E. TRIN ITY MILLS, STE. 220

CARROLLTON, TX 75006

972-233-2288

O'Brien Engineering, Inc.

Mr. Brian Contreras, COR Audie L, Murphy Memorial VA Medical Center San Antonio, TX 78229 www.obrieneng.com

TEXAS ENGINEERING FIRM F-3758

CONSULTANT

Revisions: Date:

CONSTRUCTION

DOCUMENTS

10.23.2020

Feet

0 5 10

DATE

FRAC.

DRN.

APP'D.

DEC.

DRAWING NO.

SCALE

FILE ID.

SHEET

REV.

OF

50 TON BRINEMAKER TANK

GENERAL ARRANGEMENT

REVISIONS

NO. BY REMARKS

INCORPORATED

DATE

COMPLETE WATER SOLUTIONS

SILVER LAKE, WI EP18-261A-03-01

21MARK

10/4/2018

48"

24" MANWAY

WITH WEIGHTED

COVER

24"

MANWAY

WITH

BLIND

FLANGE

4" CONICAL

FLANGE

SALT INLET

57"

12"

172"

8" U-TYPE VENT

WITH

FLEX BOOT/PVC

DOWNPIPE/

POLYESTER DUST

BAG/CLAMPS

AND FRP BRACKETS

DUST BAG

FRP

MOUNTING

BRACKET

HEAVY DUTY

HOLD DOWN LUG

(4 PLACES)

ALL MATERIALS ARE TO BE

ISOPHTHALIC POLYESTER

Ø144"

TANK I.D.

80"

INSULATION

Ø150 1/2"

Ø144" I.D.

2"

INSULATION

HEAVY

DUTY

LIFT LUG

(4 PLACES)

115 VAC

HEAT PANEL

CONTROL

BOX

2500 WATT

CONSTRUCTION NOTES

1. 14,000 GAL CAPACITY, FLAT BOTTOM, DOME TOP, CONSTRUCTED OF FRP.

WITH DOUBLE WALL.

2. CHEMICAL ENVIRONMENT: WATER

SPECIFIC GRAVITY/MAX TEMP: 1.0/160°F

PRESSURE/VACUUM LIMITS: ATMOSPHERIC

CORROSION BARRIER: ISOPHTHALIC POLYESTER

TANK IS DESIGNED FOR 105 MPH WIND LOADS WITH IBC 2015

TANK IS DESIGNED FOR SEISMIC LOADS

DESIGN/SPECIFICATION: FABRICATED TO MEET SECTIONS OF ASTM D-3299

3. NON-PIGMENTED EXTERIOR WITH 2" THICK POLYURETHANE INSULATION AND WHITE

POLYURETHANE OVERCOAT.

4. HEATING SYSTEM WILL MAINTAIN 40°F WATER TEMP IN A -10°F ENVIRONMENT.

5. 304 STAINLESS STEEL HOLD DOWN LUGS HAVE 7/8" HOLE AND ARE NON SEISMIC

RATED/2000# EACH.

6. FLANGE CONNECTIONS ARE FULL FACE CONICAL GUSSET TYPE.

7. ESTIMATED SHIPPING WEIGHT 3,400 LBS.

8. ESTIMATED OPERATING WEIGHT 91,000 LBS.

9. TOP MANWAY IS 24” CIRCULAR WITH HINGED COVER.

10. SIDESHELL MANWAY IS 24" WITH BLIND FLANGE.

11. INSTALLATION OF BRINE MAKER INTERNAL DISTRIBUTION

BY OTHERS.

4" 304 SS PNUEMATIC

FILL LINE W/3/4" WATER

INJECTION PORT/ALUMINUM

CAM LOCK ADAPTER

266"

VAC

SMART

BOB

SENSOR

216"

36"

52 7/8"

75°

202°

240°

280°

40°

225°

270°

292°

0°

250°

180°

160°

135°

112°

90°

22°

261°

2" CONICAL

FLANGE

BRINE OUTLET

TO WATER

SOFTENER

2" CONICAL FLANGE

WATER INLET

3" FULL COUPLING

SALT LEVEL MOUNT

18"

1-1/4" HALF

COUPLING

LEVEL

TRANSMITTER

E

FRP LADDER

(WITH CAGE)

G

JJ

G

X

19A

18A

K 24A

A

C

B1

B2

Z

L

R

A

EEFF

34A

39A

Q

28A

29A

GG

38A

A

34A

19A

GG

30A 31A

Z

Q

24A

14A

C

QUARTZ FILTER BED REQUIRED FOR GRANULATED SALT

OR A FINE GRADE OF SOLOR SALT ONLY. QUARTZ FILTER

BED TO COVER ENTIRE BOTTOM OF TANK. IF ROCK SALT IS

USED DO NOT USE QUARTZ ROCK FILTER BED.

1-1/4" ASCO

FRESH WATER

MAKE-UP

SOLENOID

VALVE

115 VAC

115 VAC

66 CU.FT. OF

1/4" x 1/2"

GRAVEL

48 CU.FT.

1/8" x 1/4" GRAVEL

GALVANIZED IN GROUND

PIPE SUPPORT

C-500

CIVIL DETAILS

LPCB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

AUDIE L. MURPHY HOSPITAL

WATER SOFTENER

REPLACEMENT

SAN ANTONIO, TEXAS

Project Director

Revisions:

671-18-106

Approved: Project Director2340 E. TRIN ITY MILLS, STE. 220

CARROLLTON, TX 75006

972-233-2288

O'Brien Engineering, Inc.

Mr. Brian Contreras, COR Audie L, Murphy Memorial VA Medical Center San Antonio, TX 78229 www.obrieneng.com

TEXAS ENGINEERING FIRM F-3758

CONSULTANT

Revisions: Date:

CONSTRUCTION

DOCUMENTS

10.23.2020

C-500

DATE

FRAC.

DRN.

APP'D.

DEC.

DRAWING NO.

SCALE

FILE ID.

SHEET

REV.

OF

50 TON BRINEMAKER TANK

GENERAL ARRANGEMENT

REVISIONS

NO. BY REMARKS

INCORPORATED

DATE

COMPLETE WATER SOLUTIONS

SILVER LAKE, WI

EP18-261A-03-01

22MARK

10/4/2018

LIQUID LEVEL

CONTROLLER

SMART BOB

CONTROLLER

SOLENOID CONTROL

VALVE

WATER INLET

BRINE OUTLET

GG

30A

LEVEL

TRANSMITTER

FLOW REGULATOR

WATER INJECTION

PNEUMATIC SALT DELIVERY

APPROX. PRESSURE- 15 PSI

14A

24A

E

29A

21A

L

R

EXTERIOR PIPING CONNECTION AND

LEVEL CONTROL BLOCK DIAGRAM

CONNECTION TABLE

SERVICE ITEM DESCRIPTION

QTY

TANK TIE DOWN A 304 STAINLESS STEEL TIE DOWN LUG 4

TANK LIFTING B1 304 STAINLESS STEEL LIFTING CHANNEL STANDARD 3

TANK LIFTING B2 304 STAINLESS STEEL LIFTING CHANNEL STANDARD 1

TANK ACCESS C 24" DIA. FRP SIDE FLANGED MANWAY WITH .75" THICK FLANGE & COVER 1

SALT INLET E 4" DIA. CONNICALLY GUSSETED FLANGED NOZZLE - TYPE 1 1

VENT G 8" DIA. FRP 90 DEGREE ELBOW 1

SALT PIPE SUPPORT K FRP SUPPORT MOUNT FOR SALT PIPE 3

WATER INLET L 2" DIA. CONICALLY GUSSETED FLANGED NOZZLE TYPE 2 1

TANK ACCESS/PRESSURE RELIEF

Q

24" DIA. FRP TOP FLANGED MANWAY W/.50" THK. FLANGE & COVER

BRINE OUTLET R 2" DIA. EXT. CONICALLY GUSSETED 1-PLATE INT. GUSSETED DOUBLE FLANGED NOZZLE 1

VENT PIPE SUPPORT X FRP VENT CLIPS WITH HOLES FOR INSERTION OF S.S. PIPE CLAMPS 2

TANK ID Z FRP ENCAPSULATED NAMEPLATE 1

INSULATION AA FOAM INSULATION WITH FRP COVERING 1

HEAT BOX BB PLASTA-THERM HEATING SYSTEM CONTROL BOX 1

HEAT TAPE CC PLASTA-THERM HEAT TAPE 120V OR 240V

LADDER CLIP EE FRP LADDER CLIP 2

LADDER CLIP FF FRP LADDER CLIP 4

LEVEL TRANSMITTER GG

1-1/4" F-NPT FRP HALF COUPLING

SALT LEVEL MOUNT JJ 3" F-NPT FRP HALF COUPLING 1

Table

FOR ITEMS ITEM

PARTS/ACCESSORIES

QTY

1A

QUARTZ ROCK FILTER BED

24A 14A

4" DIA. ALUMINUM KAMLOCK COUPLING WITH CAP (OPW)

G 18A 8" DIA. NEOPRENE CONNECTION BOOT 1

25A 19A DUST BAG 1

21A

NORMALLY CLOSED SOLENOID VALVE (2 WAY)

K 22A PIPE HANGER 3

E 24A 4" DIA. 304 STAINLESS STEEL FILL PIPE SCH.40 WITH FLANGE 1

L,Y

26A WATER INLET RING 1

Q

28A S.S. COMPRESSION SPRING 4

29A DIGITAL LEVEL CONTROLLER 1

GG 30A

PRESSURE TRANSMITTER W/.50" MNPT

GG 31A PRESSURE TRANSMITTER MOUNT SUB ASSEMBLY 1

A 32A 304 STAINLESS STEEL HOLD DOWN ANGLE 4

EE,FF

34A

FRP LADDER (WITH CAGE)

JJ 38A SALT LEVEL REMOTE UNIT 1

JJ,38A

39A CONTROL CONSOLE FOR SALT LEVEL UNIT 1

38A

VAC

C-501

CIVIL DETAILS

LPCB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

AUDIE L. MURPHY HOSPITAL

WATER SOFTENER

REPLACEMENT

SAN ANTONIO, TEXAS

Project Director

Revisions:

671-18-106

Approved: Project Director2340 E. TRIN ITY MILLS, STE. 220

CARROLLTON, TX 75006

972-233-2288

O'Brien Engineering, Inc.

Mr. Brian Contreras, COR Audie L, Murphy Memorial VA Medical Center San Antonio, TX 78229 www.obrieneng.com

TEXAS ENGINEERING FIRM F-3758

CONSULTANT

Revisions: Date:

CONSTRUCTION

DOCUMENTS

10.23.2020

C-501

C-501

L

1 DRILLED PIER DETAIL

SB001 3/4"=1'-0"

M

IN

P E

N E

T R

A T

IO

N

CLR

3"

#3 AT 12" OC, MAX

STD ACI 90° HOOKS

BEAM AND TERMINATE IN

EXTEND 1'-9" INTO GRADE

TOP OF DENSE MARL

GENERAL CONCRETE EARTHWORK AND FOUNDATIONS

PENETRATION INTO DENSE MARL.

AS REQUIRED TO MEET MINIMUM

* PIER LENGTH SHALL BE INCREASED

M

IN

BRINE TANK FOUNDATION NOTES

SB001

SPACE.

MAY BE REQUIRED TO PREVENT FLOWABLE FILL AND/OR SOIL FROM INTRUDING INTO VOID

BE SPECIFICALLY MANUFACTURED FOR THIS PURPOSE. SOIL RETAINERS OR OTHER MEANS

11. GRADE BEAMS SHALL BE PLACED ON VOID FORMS TO CREATE A VOID OF 8”. VOID FORMS SHALL

10.“MUSHROOMING”AT THE TOP OF THE PIERS IS PROHIBITED.

PIERESEARCH OR APPROVED EQUAL.

9. PROVIDE PIER BOLSTERS AND CENTERING DEVICES FOR PIER REINFORCEMENT BY

PENETRATION.

- THE COMPETENCE OF THE DENSE MARL FOR THE FULL SECTION OF THE DESIGN

- THAT GROUNDWATER SEEPAGE IS CORRECTLY HANDLED;

- THE REMOVAL OF ALL SMEAR ZONES AND CUTTINGS;

- THE MINIMUM PENETRATION;

- THE BEARING STRATUM;

ASSUMPTIONS AND TO VERIFY:

GEOTECHNICAL ENGINEER PRIOR TO CONCRETING TO ASSURE COMPLIANCE WITH DESIGN

COMMENCEMENT OF DRILLING. EACH PIER EXCAVATION SHALL BE INSPECTED BY THE

8. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER 24 HOURS PRIOR TO

DURING EXTRACTION.

THAT A SUFFICIENT HEAD OF PLASTIC CONCRETE IS MAINTAINED WITHIN THE CASING

REMOVED PRIOR TO BEGINNING THE DESIGN PENETRATION. CARE MUST THEN BE TAKEN

SEATED IN THE TOP OF THE BEARING STRATUM WITH ALL WATER AND LOOSE MATERIAL

CASING WILL BE ENCOUNTERED DURING EXCAVATION OF THE SHAFT. THE CASING SHALL BE

WATER. IT SHOULD BE ANTICIPATED THAT SEEPAGE REQUIRING THE USE OF TEMPORARY

7. EXCAVATIONS FOR THE SHAFTS SHALL CONTAIN NO MORE THAN 2 INCHES OF STANDING

FOR MORE THAN EIGHT HOURS.

AND TO REDUCE THE POSSIBILITY OF SEEPAGE PROBLEMS. NO SHAFT SHALL BE LEFT OPEN

THE DRILLING AND INSPECTION IN ORDER TO PREVENT DETERIORATION OF BEARING SURFACES

OPERATION AND CONCRETE PLACED AS SOON AS PRACTICAL AFTER COMPLETION OF

6. THE DESIGN PENETRATION OF INDIVIDUAL SHAFTS SHALL BE EXCAVATED IN A CONTINUOUS

TO SHAFTS PENETRATING A MINIMUM OF 1.5 FEET INTO THE DENSE MARL.

PSF AND A SKIN FRICTION VALUE OF 1,500 PSF PER FOOT. THESE VALUES ARE APPLICABLE

5. DRILLED PIERS ARE DESIGNED FOR AN ALLOWABLE END BEARING PRESSURE OF 25,000

- CONCRETE CUT-OFF ELEVATION: PLUS 1" TO MINUS 2"

- SHAFTS OUT OF PLUMB: NOT MORE THAN 1”FOR EVERY 10 FEET.

- MAXIMUM PERMISSIBLE VARIATION OF LOCATION: NOT MORE THAN 1".

CENTERLINE TOLERANCES:

PIER'S ACTUAL FINAL LOCATION. PIERS SHALL BE CONSTRUCTED WITHIN THE FOLLOWING

PIER TO LINES AND LEVELS REQUIRED BEFORE EXCAVATION, AND MEASUREMENTS OF EACH

LAYOUTS, AND MEASUREMENTS FOR PIER WORK. THIS INCLUDES LAYOUT WORK FOR EACH

4. THE CONTRACTOR SHALL ENGAGE A REGISTERED SURVEYOR TO PERFORM SURVEYS,

EXCAVATION OF ANY KIND.

3. LOCATE ALL UTILITIES AND UNDERGROUND SERVICES PRIOR TO PERFORMING

-CONSULTATION AS REQUIRED DURING CONSTRUCTION

-OBSERVATION AND TESTING DURING PIER DRILLING OPERATIONS

TO, THE FOLLOWING:

REPORT. THESE TESTS AND OBSERVATIONS SHALL INCLUDE, BUT NOT BE LIMITED

IMPLEMENTING THE RECOMMENDATIONS OF THE AFOREMENTIONED GEOTECHNICAL

OBSERVE ALL EARTHWORKING OPERATIONS AND THE REQUIRED TESTING FOR

2. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE RETAINED BY THE OWNER TO

GEOTECHNICAL REPORT.

INFORMATION ONLY. ALL EARTHWORK SHALL BE IN ACCORDANCE WITH THE

EXCERPTS FROM THE AFOREMENTIONED REPORT ARE PROVIDED BELOW FOR

BRAUN INTERTEC CORPORATION (PROJECT NO.F-12228)DATED NOVEMBER 13, 2019.

1. FOUNDATION DESIGN IS IN ACCORDANCE WITH A GEOTECHNICAL REPORT BY

INCREASE TO THE CONTRACT SUM OR CONTRACT TIME.

THE MORE STRINGENT OR HIGHER QUALITY REQUIREMENT WITHOUT ANY

SHALL BE DEEMED THAT THE CONTRACTOR BID AND INTENDS TO EXECUTE

SHALL BE PROVIDED, UNLESS INSTRUCTED OTHERWISE BY THE ENGINEER. IT

SHOWN AND / OR THE HIGHEST QUALITY PRODUCT OR INSTALLATION METHOD

THE DRAWINGS AND SPECIFICATIONS, THE GREATER QUANTITY OF ITEMS

12. IF ANY INCONSISTENCIES OR DISCREPANCIES OCCUR WITHIN OR BETWEEN

RESPONSIBILITY TO ENFORCE THESE REQUIREMENTS.

PLACING MATERIALS ON FLOOR OR ROOF. IT IS THE CONTRACTOR'S

IN EXCESS OF THE DESIGN LIVE LOADS. IMPACT SHALL BE AVOIDED WHEN

11. CONSTRUCTION MATERIALS SHALL NOT BE STORED ON FLOOR OR ROOF

OR CAUSE DISTRESS IN THE STRUCTURES.

IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURES

SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONDITION WHICH,

STRUCTURES DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR

SHORING OF ALL STRUCTURAL WORK AS REQUIRED FOR STABILITY OF THE

10. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND

PERSONS DURING CONSTRUCTION.

PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKERS AND OTHER

CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL

FINISHED STRUCTURES. THEY DO NOT INDICATE THE METHODS OF

9. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

OF QUANTITIES, LENGTHS, OR FIT OF MATERIALS.

8. THE STRUCTURAL DRAWINGS ARE NOT TO BE SCALED FOR DETERMINATION

ATTENTION FOR APPROVAL PRIOR TO CONSTRUCTION.

ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S

VERIFIED BY THE CONTRACTOR. ANY DEVIATION FROM OPENINGS SHOWN

DETAILS NOT SHOWN. SIZE AND LOCATION OF ALL OPENINGS SHALL BE

AND PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS AND SIMILAR

7. THE CONTRACTOR SHALL REFER TO DESIGN, MECHANICAL, ELECTRICAL

THE WORK.

AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH

ENGINEER OF ANY DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS

DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE

6. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL

COMPLETION OF THE SHOP DRAWINGS.

SECTIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO

STRUCTURAL PLANS AND SECTIONS WITH THE MEP AND CIVIL PLANS AND

ALL CIVIL AND MEP DETAILS. THE CONTRACTOR SHALL COMPARE THE

ELEVATIONS NOT SHOWN AND FOR EXACT LOCATIONS AND DIMENSIONS OF

5. THE CONTRACTOR SHALL REFER TO THE CIVIL AND MEP DRAWINGS FOR

THAT SPECIFIC CHANGES ARE BEING SUGGESTED.

REVIEW DO NOT CONSTITUTE "IN-WRITING" UNLESS IT IS CLEARLY NOTED

ENGINEER FOR REVIEW. SHOP DRAWINGS THAT ARE SUBMITTED FOR

SHOWN ON THESE DRAWINGS SHALL BE SUBMITTED IN WRITING TO THE

MODIFICATION TO THE STRUCTURES OR ANY PART OF THE STRUCTURES

4. ANY DEVIATION FROM, ADDITION TO, SUBSTITUTION FOR, OR

REPRESENTATIVE.

UNTIL ALL SHOP DRAWINGS ARE APPROVED BY THE OWNER'S

AND CONSTRUCTION OF THE WORK. NO CONSTRUCTION IS PERMITTED

CONTRACTOR OF FULL RESPONSIBILITY FOR CORRECT FABRICATION

THIS REVIEW. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE

A PERIOD OF AT LEAST 10 WORKING DAYS SHALL BE PROVIDED FOR

SUBMITTED FOR REVIEW PRIOR TO COMMENCEMENT OF CONSTRUCTION.

3. COMPLETE SHOP DRAWINGS FOR THE STRUCTURAL WORK SHALL BE

7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES."

0.18. WIND LOADS ARE CALCULATED IN ACCORDANCE WITH ASCE

115 MPH (EXPOSURE C) WITH AN INTERNAL PRESSURE COEFFICIENT OF

ACCORDANCE WITH CODE PROVISIONS FOR A BASIC WIND SPEED OF

WIND PRESSURES IN ALL DIRECTIONS HAVE BEEN CALCULATED IN

BUILDING WIND LOADS

ROOF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF

FLOOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 PSF

BUILDING LIVE LOADS

PLUMBING, AND CIVIL DRAWINGS.

ALL WORK SHOWN ON THE STRUCTURAL, MECHANICAL, ELECTRICAL,

DEAD LOADS HAVE BEEN CALCULATED TO INCLUDE THE ACTUAL WEIGHT OF

DEAD LOADS

FOLLOWING:

2. LOADS THAT HAVE BEEN USED IN THE STRUCTURAL DESIGN INCLUDE THE

ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

THE 2018 INTERNATIONAL BUILDING CODE

AND THE FOLLOWING DESIGN CODES AND MATERIAL STANDARDS:

PROVISIONS OF THE UNITED STATES DEPARTMENT OF VETERANS AFFAIRS

1. THE STRUCTURAL DESIGN IS IN ACCORDANCE WITH APPLICABLE

THAN ONCE PER 5000 SF OF WALL OR SLAB SURFACE PLACED.

TAKEN NOT LESS THAN ONCE PER DAY, NOR LESS THAN ONCE PER 100 YD3 PLACED, NOR LESS

20. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE

CONCRETE DIMENSIONS SHOWN AND TO MAINTAIN CONCRETE CLEAR COVER REQUIREMENTS.

19. BENT BARS SHALL BE SHOP FABRICATED, UNO. BARS SHALL BE FABRICATED TO FIT WITHIN THE

NOTED OTHERWISE.

18. ALL BAR DETAILS SHOWN ON THESE DRAWINGS ARE DIMENSIONED TO THE C OF BARS UNLESS

AND IN ACCORDANCE WITH THE DESIGN DRAWINGS.

ACI 308 AND THE SPECIFICATIONS. CHAMFERS (3/4" ) SHALL BE PROVIDED AT ALL EXPOSED EDGES

17. EACH AREA OF CONCRETE WORK SHALL BE FINISHED AND MOIST-CURED IN ACCORDANCE WITH

PLACED UNTIL THESE ITEMS ARE CHECKED AND APPROVED BY THE TESTING LABORATORY.

EMBEDS ARE POSITIONED PRIOR TO EACH CONCRETE PLACEMENT. NO CONCRETE SHALL BE

16. THE TESTING LABORATORY SHALL BE NOTIFIED AFTER THE MILD STEEL REINFORCEMENT AND

EARTH AND 1 1/2 " OTHERWISE (UNLESS NOTED OTHERWISE ON THE DRAWINGS).

15. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE 3" FOR CONCRETE CAST AGAINST

"RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".

14. MILD STEEL REINFORCEMENT SHALL BE PLACED AND SECURED IN ACCORDANCE WITH CRSI

13. CONCRETE SLUMPS SHALL BE 4" (MAX) FOR STRUCTURAL CONCRETE.

12. THE MAXIMUM NOMINAL SIZE OF COARSE AGGREGATE SHALL BE 1" FOR STRUCTURAL CONCRETE.

4000 PSI.

11. MIXES SHALL BE DESIGNED TO PROVIDE CONCRETE WITH A 28-DAY COMPRESSIVE STRENGTH OF

CHLORIDE ION CONTENT SHALL BE LIMITED TO 0.10% BY WEIGHT OF CEMENT.

10. NONPOTABLE WATER SHALL NOT BE USED IN MIXING CONCRETE. MAXIMUM WATER-SOLUBLE

FURNACE SLAG SHALL CONFORM TO ASTM C989. SILICA FUME SHALL COMPLY WITH ASTM C1240.

9. FLY-ASH AND POZZOLANS SHALL COMPLY WITH ASTM C618. GROUND GRANULATED BLAST-

8. CONCRETE SHALL BE AIR-ENTRAINED TO 6% (+/- 1.5%) IN ACCORDANCE WITH ASTM C260.

CHLORIDE IS PROHIBITED.

ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS AND ASTM C494. THE USE OF CALCIUM

7. ALL ADDITIVES FOR AIR ENTRAINMENT, WATER REDUCTION, AND SET CONTROL SHALL BE USED IN

SHALL BE PROHIBITED.

NORMAL WEIGHT AGGREGATES, UNLESS NOTED OTHERWISE. ALKALI-REACTIVE AGGREGATES

6. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C 33. ALL CONCRETE SHALL USE

5. THE MAXIMUM WATER/CEMENT RATIO SHALL BE 0.5 FOR ALL CONCRETE.

4. PORTLAND CEMENT SHALL BE A SINGLE BRAND CONFORMING TO ASTM C 150, TYPE I OR II.

ACCORDANCE WITH ACI SP-66.

3. STEEL REINFORCEMENT AND ACCESSORIES SHALL BE DETAILED AND FABRICATED IN

2. MILD STEEL REINFORCING BARS SHALL CONFORM TO ASTM A 615, GRADE 60.

APPLY IN CASES OF CONFLICT.

AND SPECIFIC REFERENCED PORTIONS OF CODE. THE MOST RESTRICTIVE REQUIREMENT SHALL

SPECIFICATIONS FOR STRUCTURAL CONCRETE, THESE DRAWINGS, PROVIDED SPECIFICATIONS,

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF ACI 301, ABBREVIATIONS

L

CLR.........................................................................CLEAR

OC..................................................................ON CENTER

MIN......................................................................MINIMUM

ACI............................AMERICAN CONCRETE INSTITUTE

STD..................................................................STANDARD

UNO..................................UNLESS NOTED OTHERWISE

C...................................................................CENTERLINE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management of Veterans Affairs U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

REPLACEMENT

WATER SOFTENER

AUDIE L. MURPHY HOSPITAL

SAN ANTONIO, TEXAS

Project Director

Revisions:

671-18-106

Approved:Project Director2340 E. TRIN ITY MILLS, STE. 220

CARROLLTON, TX 75006

972-233-2288 Mr. Brian Contreras, COR

Audie L, Murphy Memorial VA Medical Center

San Antonio, TX 78229 www.obrieneng.com

TEXAS ENGINEERING FIRM F-3758

DOCUMENTS

CONSTRUCTION

CONSULTANT

Revisions: Date:

10.23.2020 BMP

SCALE: AS SHOWN

BGP

PIERCE ENGINEERING

132 N MAIN ST.

CHILDRESS, TX 79201

940-937-8600

TX FIRM NO. F-9186

Structural

O'BrienEngineering, Inc.

10-23-2020

1 DEMOLITION PLAN

SB100 3/4"=1'-0"

SB100

DEMOLITION PLAN

BELOW

FACE OF TANK

SLAB

EXISTING TANK TOP

DEMO AND REMOVE

SB501

SB501

36'-0"

AS SHOWN

DEMOLISH SLAB

2'-6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of

Construction and Facilities

Management of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

REPLACEMENT

WATER SOFTENER

AUDIE L. MURPHY HOSPITAL

SAN ANTONIO, TEXAS

Project Director

Revisions:

671-18-106

Approved:Project Director

2340 E. TRIN ITY MILLS, STE. 220

CARROLLTON, TX 75006

972-233-2288 Mr. Brian Contreras, COR

Audie L, Murphy Memorial VA Medical Center

San Antonio, TX 78229 www.obrieneng.com

TEXAS ENGINEERING FIRM F-3758

DOCUMENTS

CONSTRUCTION

CONSULTANT

Revisions: Date:

G-001

10.23.2020 BMP

SCALE: AS SHOWN

BGP

PIERCE ENGINEERING

132 N MAIN ST.

CHILDRESS, TX 79201

940-937-8600

TX FIRM NO. F-9186

Structural

O'BrienEngineering, Inc.

10-23-2020

CONC.

953.74'

.0 ' P

IP

E F

E N

C E

953.83'

4.0' PIPE FENCE

953.91'

SPINDLE

FOUND

CP-5

F E

N C

E

.0 ' P

IP

E

953.96'

W 23"

954.02'

4.0' PIPE FENCE

954.05'

954.06'

W

954.07'

23"

W 36"

954.07'

954.08'

W

36"

W 36"

W 38"

W

36"

TOP OF CURB

SQUARE CUT

FOUND

BM-1

SPSP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of

Construction and Facilities

Management of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

REPLACEMENT

WATER SOFTENER

AUDIE L. MURPHY HOSPITAL

SAN ANTONIO, TEXAS

Project Director

Revisions:

671-18-106

Approved:Project Director

2340 E. TRIN ITY MILLS, STE. 220

CARROLLTON, TX 75006

972-233-2288 Mr. Brian Contreras, COR

Audie L, Murphy Memorial VA Medical Center

San Antonio, TX 78229 www.obrieneng.com

TEXAS ENGINEERING FIRM F-3758

DOCUMENTS

CONSTRUCTION

CONSULTANT

Revisions: Date:

10.23.2020 BMP

SCALE: AS SHOWN

BGP

PIERCE ENGINEERING

132 N MAIN ST.

CHILDRESS, TX 79201

940-937-8600

TX FIRM NO. F-9186

Structural

O'BrienEngineering, Inc.

10-23-2020

CONC.

953.74'

.0 ' P

IP

E F

E N

C E

953.83'

4.0' PIPE FENCE

953.91'

SPINDLE

FOUND

CP-5

F E

N C

E

.0 ' P

IP

E

953.96'

W 23"

954.02'

4.0' PIPE FENCE

954.05'

954.06'

W

954.07'

23"

W 36"

954.07'

954.08'

W

36"

W 36"

W 38"

W

36"

SPSP

AB

C

AB

1 FOUNDATION PLAN

9"

1/2"=1'-0"

14'-0"

BRINE TANK

PROPOSED

BELOW

EXISTING STRUCTURE

SB101

36'-0"

11'-0" 11'-0"

SB501

12'-6"9"

SB501

FACE OF EXISTING TANK

AND BOTTOM

#6 AT 12" OC, EW, TOP

REINFORCED WITH

10-INCH THICK SLAB

#4 AT 16" OC, EW

REINFORCED WITH

6-INCH THICK SLAB

SB101

BRINE TANK FOUNDATION PLAN

SB502

DETAIL, TYP

RE-ENTRANT CORNER

REFER 1/SB502 FOR

PIER BELOW, TYP

18" DIA DRILLED

DETAILS

GRADE BEAM CORNER

REFER 2/SB502 FOR

ANCHORAGE REQUIREMENTS.

3. REFER TANK FABRICATOR'S DRAWINGS FOR

2. REFER MEP DRAWINGS FOR UTILITY COORDINATION.

ADDITIONAL INFORMATION AND REQUIREMENTS.

1. REFER BRINE TANK FOUNDATION NOTES FOR

NOTES:

14'-0"8'-0"14'-0"

THICKENED SLAB

BRINE TRANSFER PUMPS

SB502

2'-6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of

Construction and Facilities

Management of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

REPLACEMENT

WATER SOFTENER

AUDIE L. MURPHY HOSPITAL

SAN ANTONIO, TEXAS

Project Director

Revisions:

671-18-106

Approved:Project Director

2340 E. TRIN ITY MILLS, STE. 220

CARROLLTON, TX 75006

972-233-2288 Mr. Brian Contreras, COR

Audie L, Murphy Memorial VA Medical Center

San Antonio, TX 78229 www.obrieneng.com

TEXAS ENGINEERING FIRM F-3758

DOCUMENTS

CONSTRUCTION

CONSULTANT

Revisions: Date:

10.23.2020 BMP

SCALE: AS SHOWN

BGP

PIERCE ENGINEERING

132 N MAIN ST.

CHILDRESS, TX 79201

940-937-8600

TX FIRM NO. F-9186

Structural

O'BrienEngineering, Inc.

10-23-2020

1 TRANSVERSE SECTION

SB501 3/4"=1'-0"

2 LONGITUDINAL SECTION

SB501 3/4"=1'-0"

TYP

1'-0"

TYP

1'-0"

TOP AND BOTTOM

#6 AT 10" OC, EW,

TANK WALL

EXISTING BRINE

#4 AT 16" OC, TYP

BOTTOM, TYP

3-#8, TOP AND

TYP

8-INCH VOID FORM,

FLOWABLE FILL

HOOK, TYP

STD ACI 90˚

#4 AT 10" OC, TYP

TANK WALL

EXISTING BRINE

TANK WALL BEYOND

EXISTING BRINE

HOOK, TYP

STD ACI 90˚

#4 AT 10" OC, TYP

FLOWABLE FILL

TYP

8-INCH VOID FORM,

TOP AND BOTTOM

#6 AT 10" OC, EW,

BOTTOM, TYP

3-#8, TOP AND

3 DEMOLITION SECTION

SB501 3/4"=1'-0"

DEMOLISH TOP SLAB

WALL TO REMAIN, TYP

4 DEMOLITION SECTION

SB501 3/4"=1'-0"

DEMOLISH SLAB

WALL TO REMAIN,TYP

SB501

1'-6" 1'-6" 1'-6" 1'-6"

TYP

1'-0"

TYP

1'-0"

1/SB101, TYP

NEW SLAB, REFER

1/SB101, TYP

NEW SLAB, REFER

#4 AT 16" OC, TYP

BRINE TANK FOUNDATION DETAILS

C L

R

U N

O

/2

CLR

3"

CLR

3"

C L

R

U N

O

/2

CLR

3"

CLR

3"

SB502

BRINE TANK FOUNDATION DETAILS

3 SLAB CONNECTION

SB502 3/4"=1'-0"

2 GRADE BEAM CORNER

SB502 3/4"=1'-0"

1 RE-ENTRANT CORNER

SB502 3/4"=1'-0"

3"

3"

1'-0"6"

1/SB101

NEW SLAB, REFER

PIER BELOW

18" DIA DRILLED

2-#4 x 4'-0"

FACE OF GRADE BEAM

BOTTOM

#6 TOP AND

3'-2"

STD ACI 90° HOOK

REFER 1/SB501

REINFORCING,

GRADE BEAM

1/SB101

NEW SLAB, REFER

EXISTING SLAB

NATIVE SOIL

EQUAL

HY200 OR APPROVED

EPOXY WITH HILTI HIT

#4 AT 16" OC, DRILL AND

SB502 3/4"=1'-0"

THICKENED SLAB

8'-0"

C L

R

/2

C L

R

FOR TOP SLAB REINFORCING

REFER 11/SB101

NATIVE SOIL

EXISTING BRINE TANK WALL

FLOWABLE FILL

#4 AT 12" OC, EW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of

Construction and Facilities

Management of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

REPLACEMENT

WATER SOFTENER

AUDIE L. MURPHY HOSPITAL

SAN ANTONIO, TEXAS

Project Director

Revisions:

671-18-106

Approved:Project Director

2340 E. TRIN ITY MILLS, STE. 220

CARROLLTON, TX 75006

972-233-2288 Mr. Brian Contreras, COR

Audie L, Murphy Memorial VA Medical Center

San Antonio, TX 78229 www.obrieneng.com

TEXAS ENGINEERING FIRM F-3758

DOCUMENTS

CONSTRUCTION

CONSULTANT

Revisions: Date:

10.23.2020 BMP

SCALE: AS SHOWN

BGP

PIERCE ENGINEERING

132 N MAIN ST.

CHILDRESS, TX 79201

940-937-8600

TX FIRM NO. F-9186

Structural

O'BrienEngineering, Inc.

10-23-2020

13'6" HIGH

CEILING

A

B

EXIST. 8" CMU WALL

TO BE DEMOLISHED

EXIST. CMU

WALL TO

REMAIN

EXIST. 8" CMU WALL

TO BE DEMOLISHED

EXIST. 4" BLOCK & BRICK

WALL TO BE DEMOLISHED

EXTENTS OF EXIST. 6"

SLAB. TO BE REMOVED

SHOWN SHADED

10'-0 1/2" 25'-8 5/8" 7'-3 7/8"

EXIST. CMU WALL TO REMAIN

EXIST. GRADE BEAM TO REMAIN

UNDER BASE BID AND TO BE

DEMOLISHED AND REPLACED UNDER

ADD ALT. #3, REF. 1/S501 FOR BEAM

SIZE & REINF.

EXIST. GRADE BEAM TO REMAIN IN

BASE BID AND TO BE DEMOLISHED AND

REPLACED UNDER ADD ALT. #4, REF.

2/S501 FOR BEAM SIZE & REINF.

NOTE:

AFTER DEMOLITION OF SLAB AND

WALL, ARRANGE FOR STRUCTURAL

EOR TO VIEW EXIST. GRADE BEAMS

PRIOR TO PLACEMENT OF NEW

WALLS AND SLAB.

REMOVE & REPLACE

THIS PORTION OF SLAB

AND HOUSEKEEPING

PAD FOR ADD ALT. #2

A

B

EXIST. CONCRETE WALL

NEW 6" SLAB

SHOWN SHADED;

REINF. w/ #3 @ 10"

O.C.B.W.

10'-0 1/2"

EXIST. 12"x24" CONC.

GRADE BEAM TO

REMAIN

E

X

I

S

T

P

I

E

R

E

X

I

S

T

P

I

E

R

EXIST. 12"x18" CONC. GRADE

BEAM BELOW TO REMAIN

E

X

I

S

T

P

I

E

R

L-3 L-1

1'-2"

P H

O T

O

PHOTO #3

PHOTO #4

PHOTO #5

PHOTO #6

4/S101

M C

J

M C

J

MCJ

MCJ

L-4

L-2

L-1 LINTEL

OVER GRILL

ABOVE

S

DRAIN PIT

REINF. CELL, TYP.

WHERE SHOWN; REF.

1/S501 FOR ADDITIONAL

INFO.

3/S501

S

REPAIRS TO RETAINING

WALL ARE ADD ALT. #1

L-1

PHOTO #2

1 DEMOLITION PLAN

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

STRUCTURAL PLANS -

SOFTENER ROOM AB20a

S-100

2 FOUNDATION PLAN

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

PLAN NOTES:

1. REF. GENERAL NOTES THIS SHEET.

2. NEW FLOOR SLAB SHALL MATCH PROFILE OF EXIST.

SLAB AND SLOPE TO DRAIN PIT.

3. L- INDICATES LINTEL. REF. SCHEDULE ON SHT. S501

4. MCJ INDICATES MASONRY CONTROL JOINT. REF.

DETAIL 5/S501

5. REF. ARCH'L FOR FINISHES ON NEW & REPAIRED

WALLS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

AUDIE L. MURPHY HOSPITAL

WATER SOFTENER

REPLACEMENT

SAN ANTONIO, TEXAS

Project Director

Revisions:

671-18-106

Approved: Project Director2340 E. TRIN ITY MILLS, STE. 220

CARROLLTON, TX 75006

972-233-2288

O'Brien Engineering, Inc.

Mr. Brian Contreras, COR Audie L, Murphy Memorial VA Medical Center San Antonio, TX 78229 www.obrieneng.com

TEXAS ENGINEERING FIRM F-3758

CONSULTANT

Revisions: Date:

CONSTRUCTION

DOCUMENTS

10.23.2020

10.23.20 RLW JAG

Structural & Forensic Engineering R. L. Woods & Associates, LLC

1151 W. PIONEER PKWY.

ARLINGTON, TX 76013

(817) 277-6686

C 2020 Copyright R. L. Woods & Associates, LLC Texas Registered Engineering Firm F-8284

WWW.RLWAENGINEERS.COM

1 DETAIL

1'-0"

EXIST. SLAB TO REMAIN

S L O

P E

NEW 6" SLAB ON

VAPOR BARRIER

2"

2 3/8"

7 5/8"

EXIST. #3 DOWELS @ 30"

O.C., LEAVE INTACT

I E

D

V

R

I F

Y

8" CMU BOND BEAM;

REINF. w/ (2) #4 CONT.

NEW 8" CMU WALL, REINF. w/ VERT.

#5 @ 48" O.C., HORIZ. LADDER TIES

@ 16" O.C. GROUT REINF. CELLS

ONLY (SLOT CMU AS REQ'D FOR

INSTALLATION OF REINF. & GROUT)

L7x4x3/8 CONT. w/ 5/8"Ø EXP. BOLTS @ 48" O.C.

THRU 1 1/2" VERT. SLOTTED HOLES @ CMU (4"

EMBED) AND 5/8"Ø EXP. BOLT @ 48" O.C. INTO BOT.

OF SLAB (3 1/2" EMBED.)

CONCRETE SLAB

2 DETAIL

1'-0"

#3x1'-6" DWL. @ 24" O.C.

DRILL 6" INTO EXIST. &

SET w/ ADHESIVE

F

I E

R

I F

Y

NEW 6" SLAB ON

VAPOR BARRIER

NEW 8" CMU PARTITION WALL, REINF.

HORIZ. LADDER TIES @ 16" O.C

M I N

EXIST. CEILING, REMOVE

& REPLACE AS REQ'D

FOR WALL INSTALLATION

3 DETAIL

#3x1'-6" DWL. @ 24" O.C.

DRILL 6" INTO EXIST. &

SET w/ ADHESIVE

BRACE PARTITION WALL TO

STRUCTURE @ 8'-0" O.C. MAX.

F

I E

R

I F

Y

NEW 6" SLAB ON

VAPOR BARRIER

NEW 8" CMU PARTIION WALL,

UNGROUTED. HORIZ. LADDER TIES

@ 16" O.C.

M I N

EXIST. CEILING, REMOVE

& REPLACE AS REQ'D FOR

WALL INSTALLATION

4 DETAIL - ADD ALTERNATE #1

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

PILASTER

BEYOND @

COLUMN

EXIST. SPALL AREAS

TO BE REPAIRED

SHOWN SHADED;

REF. PHOTOS THIS

SHT. FOR

CLARIFICATION

EXIST. #5 @ 12" O.C.

EXIST. SLAB

EXIST. #4 @ 12" O.C.

1'-2"

NEW FLOOR SLAB

ON VAPOR BARRIER

EXIST. #3 DOWELS

@ 24" O.C., LEAVE

INTACT

EXIST. #3 @ 12" O.C.

CMU LINTEL SCHEDULE

REINF.- REF. TO

GROUT FILL

LINTEL ELEVATION

MARK

LINTEL

THICKNESS

CMU WALL

8" MIN.

BRG.

CLEAR OPENING SIZE

SCHEDULE

REINF.- REF. TO

DEPTH

LINTEL

SCHEDULE

6" MIN.

R E

F

S C

H E

D

C L

R

REINF.

LINTEL

LINTEL SECTION 'A'

STD. HOOK

VERT. JAMB REINF.

1/2"

PRE-FORMED NEOPRENE

GASKET FULL HEIGHT OF

WALL

NOTE:

HORIZ. JOINT REINFORCEMENT

DISCONTINUOUS THRU JOINT

#5 FILL CELLS WITH

GROUT @ REINF.

WALLS ONLY.

REF. PLAN FOR LOCATION OF

CONTROL JOINTS.

5 TYPICAL DETAIL

MASONRY CONTROL JOINT (MCJ)

#5 x 1'-6" DWL. @ 48" O.C.

DRILL 6" INTO EXIST. GR.

BM. & SET w/ ADHESIVE

5"

BRACE PARTITION WALL TO

STRUCTURE @ 8'-0" O.C.

MAX.

WALL @ SIM. COND.

L-1 8" 10'-0"

SECTION

LINTEL

A 16" (2) #5 BOT.

L-2 8" 6'-4" A 8" (2) #5 BOT.

L-3 8" 3'-4" OR LESS A 8" (2) #5 BOT.

L-4 10" 4'-0" B - 4x4x1/4

LINTEL SECTION 'B'

ANGLE: REF.

SCHEDULE BEAR

ANGLES 8" EA. END.

BRICKCMU

EXIST. GR. BM. REINFORCED w/

(3) #8 TOP

(2) #8 BOT.

#3 @ 24" O.C.

EXIST. GR. BM. REINFORCED w/

(2) #9 TOP & BOT #3 @ 24" O.C.

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

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

EXIST. FLOOR SLAB

1/2" Ø COUPLER

HILTI HIT-HY 200 + HAS

1/2" Ø (2 3/4" EMBED.)

1/2" Ø ROD w/

THREADED ENDS

CEILING

TRAPEZE HANGER -

REF. PLUMBING

DRAWINGS

6 TYPICAL DETAIL

NOTE:

TEMPORARY PIPING

SUPPORTS TO BE LOCATED

AT 5'-6" O.C. AND LAID OUT TO

MISS BEAM LOCATIONS, DO

NOT MAKE ATTACHMENTS AT

BEAM LOCATIONS

PHOTO #1

STRUCTURAL DETAILS -

SOFTENER ROOM AB20a

PHOTO #2 PHOTO #3 PHOTO #4 PHOTO #5 PHOTO #6

S-501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

AUDIE L. MURPHY HOSPITAL

WATER SOFTENER

REPLACEMENT

SAN ANTONIO, TEXAS

Project Director

Revisions:

671-18-106

Approved: Project Director2340 E. TRIN ITY MILLS, STE. 220

CARROLLTON, TX 75006

972-233-2288

O'Brien Engineering, Inc.

Mr. Brian Contreras, COR Audie L, Murphy Memorial VA Medical Center San Antonio, TX 78229 www.obrieneng.com

TEXAS ENGINEERING FIRM F-3758

CONSULTANT

Revisions: Date:

CONSTRUCTION

DOCUMENTS

10.23.2020

10.23.20 RLW JAG

Structural & Forensic Engineering R. L. Woods & Associates, LLC

1151 W. PIONEER PKWY.

ARLINGTON, TX 76013

(817) 277-6686

C 2020 Copyright R. L. Woods & Associates, LLC Texas Registered Engineering Firm F-8284

WWW.RLWAENGINEERS.COM

GRAPHIC CONTROL

CENTER

AB 19

UP

DO

W

N

DO

W N

A

B

F.F. 100’ - 0”

METER ROOM

AB 20b

WATER SOFTENER ROOM

AB 20a

MECHANICAL EQUIPMENT

ROOM

AB 20

MAINT.

OFFICE

MAINT./LOADING

AREA

NOTE:

THIS AREA IS

OUTDOORS

F F

D E

C B A

F

A-001

LIFE SAFETY PLAN - WATER

SOFTENER ROOM AB20a

08/21/2020 LC LC

SCALE: 1/16"=1"- 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

AUDIE L. MURPHY HOSPITAL

WATER SOFTENER

REPLACEMENT

SAN ANTONIO, TEXAS

Project Director

Revisions:

671-18-106

Approved: Project Director2340 E. TRIN ITY MILLS, STE. 220

CARROLLTON, TX 75006

972-233-2288

O'Brien Engineering, Inc.

Mr. Brian Contreras, COR Audie L, Murphy Memorial VA Medical Center San Antonio, TX 78229

ARCHITECT

Caffey Architecture, Inc.

1116 Lamar Ave Paris, Texas 75460

(903) 706-5270 Caffey-Architecture.com www.obrieneng.com

TEXAS ENGINEERING FIRM F-3758

CONSULTANT

Revisions: Date:

CONSTRUCTION

DOCUMENTS

10.23.2020

LIFE SAFETY PLAN

SCALE:1/16"=1'-0"

Reconfigure and reconstruct existing equipment room to accommodate upgrading of water filtration tanks.

STATEMENT OF INTENT

BUILDING DATA

TEXAS BUILDING CODE

Current Occupancy Classification: I2 (Incidental)

1 Stories

Construction Type: 1A

CODES AND REGULATIONS

TEXAS UNIFORM BUILDING CODE AND ALL AMENDMENTS

TO THE FOLLOWING CODES:

THIS PROJECT IS TO BE CONSTRUCTED TO MEET OR EXCEED

2015 INTERNATIONAL FIRE CODE

2015 INTERNATIONAL BUILDING CODE

Alteration Level 3

2015 INTERNATIONAL EXISTING BUILDING CODE

2015 INTERNATIONAL MECHANICAL CODE

2015 INTERNATIONAL PLUMBING CODE

2015 INTERNATIONAL BUILDING CODE

2014 NFPA 70 NATIONAL ELECTRICAL CODE

Occupant Load

Water Softener Room: 474 SF / 300 SF gross = 2 occupants

Egress

Maximum Travel Distance 300' (sprinklered)

GENERAL SPECIFICATIONS

This building is fully fire sprinklered. No modifications to the existing sprinkler system for this scope of work.

Meter Room: 627 SF / 300 SF gross = 3 occupants

KEY PLAN

AutoCAD SHX Text 53'

AutoCAD SHX Text 14'

AutoCAD SHX Text 21'

AutoCAD SHX Text

EGRESS PATH TO PUBLIC WAY

AutoCAD SHX Text

EXISTING EXIT SIGN TO REMAIN

AutoCAD SHX Text

NEW EXIT SIGN TYPICAL UNLESS NOTED OTHERWISE

AutoCAD SHX Text

FIRE EXTINGUISHER 10LB UL RATING: 4A:80B:C

AutoCAD SHX Text

1.1. CONSTRUCTION DOCUMENTS ARE DEFINED AS DRAWINGS AND SPECIFICATIONS CONSTRUCTION DOCUMENTS ARE DEFINED AS DRAWINGS AND SPECIFICATIONS TOGETHER. ANY DISCREPANCY FOUND IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO PERFORMING ANY WORK INVOLVING THE CONFLICTING INFORMATION. 1.2. CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS (AS DEFINED ABOVE) IN THEIR ENTIRETY, SHALL SURVEY THE PROJECT, AND SHALL BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY ADDITIONAL COSTS DUE TO FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 1.3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE CURRENT INTERNATIONAL CODES, NFPA, NEC, AND ALL LOCAL AMENDMENTS. 1.4. ALL WORK SHALL BE PERFORMED BY QUALIFIED AND COMPETENT ALL WORK SHALL BE PERFORMED BY QUALIFIED AND COMPETENT TRADESMEN UNDER THE SUPERVISION OF A FOREMAN HAVING AT LEAST TWO YEARS OF EXPERIENCE INSTALLING EQUIPMENT AND SYSTEMS OF SIMILAR TYPE AND SCOPE TO THOSE INDICATED IN THE CONSTRUCTION DOCUMENTS. 1.5. PRODUCTS OF A SIMILAR TYPE SHALL ALL BE FROM THE SAME PRODUCTS OF A SIMILAR TYPE SHALL ALL BE FROM THE SAME MANUFACTURER. PROVIDE STANDARD PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SPECIFIED PRODUCTS. ALL PRODUCTS SHALL BE UL-LISTED WHERE APPLICABLE. 1.6. PROVIDE SUBMITTALS AND/OR SHOP DRAWINGS FOR THE FOLLOWING PROVIDE SUBMITTALS AND/OR SHOP DRAWINGS FOR THE FOLLOWING EQUIPMENT AND SYSTEMS: DUCTWORK, PIPING, VALVES, AIR-MOVING EQUIPMENT, PUMPS, ETC. AS APPLICABLE TO THE PROJECT. SUBMITTALS SHALL CONTAIN MANUFACTURER'S DATA GIVING DIMENSIONS, MATERIALS, PERFORMANCE, AND OTHER INFORMATION AS NECESSARY TO DEMONSTRATE COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. SUBMITTAL DATA SHALL CLEARLY INDICATE THE ITEM BEING SUBMITTED. UNMARKED CATALOG PAGES ARE NOT ACCEPTABLE. EQUIPMENT SUBMITTALS (OTHER THAN PACKAGED DX EQUIPMENT LESS THAN 6 TONS) SHALL INCLUDE COMPUTER-RUN SELECTIONS AT SCHEDULED DESIGN CONDITIONS. CATALOG DATA AT "STANDARD" CONDITIONS IS NOT ACCEPTABLE. 1.7. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE SET OF "AS BUILT" CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE SET OF "AS BUILT" DRAWINGS INDICATING ALL WORK AS ACTUALLY INSTALLED. UNMODIFIED COPIES OF ORIGINAL DESIGN DRAWINGS WILL NOT BE ACCEPTED AS "AS BUILT" DRAWINGS. PROVIDE ONE FULL SIZE PRINTED COPY, AND ONE ELECTRONIC COPY (PDF FILES PLOTTED AT FULL SIZE ON DISC). PDF FILES SHALL BE NEATLY ORGANIZED AND DESCRIPTIVELY NAMED. 1.8. ALL EQUIPMENT SHALL BE CLEANED, REPAIRED, PAINT TOUCHED UP, ETC. ALL EQUIPMENT SHALL BE CLEANED, REPAIRED, PAINT TOUCHED UP, ETC. AS NECESSARY TO BE IN NEW CONDITION PRIOR TO FINAL ACCEPTANCE BY THE OWNER. 1.9. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING OPERATIONS AND PROPERTY ADJACENT TO ALL WORK PERFORMED UNDER THIS CONTRACT. THIS INCLUDES TRANSPORTING, HOISTING, OR MOVING MATERIALS, EQUIPMENT, DEBRIS, ETC. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED TO EXISTING PROPERTY TO MATCH EXISTING AS IT WAS PRIOR TO DAMAGE AND TO THE OWNER'S SATISFACTION. 1.10. CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER'S CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER'S REPRESENTATIVE FOR APPROVAL AND SCHEDULING OF ALL BUILDING SYSTEMS OR OPERATIONS INTERRUPTIONS NECESSARY TO COMPLETE HIS WORK. 1.11. DRAWINGS ARE DIAGRAMMATIC AND ONLY INDICATE GENERAL ARRANGEMENT DRAWINGS ARE DIAGRAMMATIC AND ONLY INDICATE GENERAL ARRANGEMENT OF WORK. THEY DO NOT SHOW EVERY OFFSET, TRANSITION, OR DIMENSION NECESSARY TO FIT THE SYSTEMS AND EQUIPMENT INTO THE GIVEN SPACE. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURE, STRUCTURE, AND WORK OF ALL OTHER TRADES AS REQUIRED TO COMPLETE THE WORK AS GENERALLY INDICATED ON THE DRAWINGS. 1.12. ALL WORK SHALL BE INSTALLED READILY ACCESSIBLE FOR OPERATION, MAINTENANCE, ALL WORK SHALL BE INSTALLED READILY ACCESSIBLE FOR OPERATION, MAINTENANCE, AND REPAIRS. PROVIDE ALL CLEARANCES AS REQUIRED BY CODE AND AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER FOR PROPER MAINTENANCE. 1.13. ALL WORK AND EQUIPMENT SHALL BE FULLY GUARANTEED FOR A PERIOD ALL WORK AND EQUIPMENT SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL PAYMENT AND ACCEPTANCE. WARRANTY SHALL INCLUDE ALL PARTS, LABOR, AND TRAVEL NECESSARY TO FACILITATE REPAIRS/REPLACEMENT OF NON-WORKING EQUIPMENT AND/OR SYSTEMS. 1.14. COORDINATE WITH GENERAL CONTRACTOR FOR ON-SITE STORAGE OF COORDINATE WITH GENERAL CONTRACTOR FOR ON-SITE STORAGE OF MATERIALS AND EQUIPMENT. ALL EQUIPMENT AND MATERIALS SHALL BE PROTECTED FROM DAMAGE. 1.15. EQUIPMENT INTENDED FOR PERMANENT INSTALLATION SHALL NOT BE USED EQUIPMENT INTENDED FOR PERMANENT INSTALLATION SHALL NOT BE USED FOR TEMPORARY PURPOSES WITHOUT WRITTEN PERMISSION FROM THE OWNER'S REPRESENTATIVE. 1.16. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING AND MECHANICAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING AND COORDINATING WITH ALL OTHER TRADES AFFECTED BY EQUIPMENT SUBSTITUTIONS AND/OR MODIFICATIONS. 1.17. SEAL ALL PENETRATIONS AS APPROPRIATE FOR THE GIVEN ASSEMBLY SEAL ALL PENETRATIONS AS APPROPRIATE FOR THE GIVEN ASSEMBLY CONSTRUCTION AND FIRE RATING.

AutoCAD SHX Text

1.1. CONSTRUCTION DOCUMENTS ARE DEFINED AS DRAWINGS AND SPECIFICATIONS CONSTRUCTION DOCUMENTS ARE DEFINED AS DRAWINGS AND SPECIFICATIONS TOGETHER. ANY DISCREPANCY FOUND IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO PERFORMING ANY WORK INVOLVING THE CONFLICTING INFORMATION. 1.2. CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS (AS DEFINED ABOVE) IN THEIR ENTIRETY, SHALL SURVEY THE PROJECT, AND SHALL BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY ADDITIONAL COSTS DUE TO FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 1.3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE CURRENT INTERNATIONAL CODES, NFPA, NEC, AND ALL LOCAL AMENDMENTS. 1.4. ALL WORK SHALL BE PERFORMED BY QUALIFIED AND COMPETENT ALL WORK SHALL BE PERFORMED BY QUALIFIED AND COMPETENT TRADESMEN UNDER THE SUPERVISION OF A FOREMAN HAVING AT LEAST TWO YEARS OF EXPERIENCE INSTALLING EQUIPMENT AND SYSTEMS OF SIMILAR TYPE AND SCOPE TO THOSE INDICATED IN THE CONSTRUCTION DOCUMENTS. 1.5. PRODUCTS OF A SIMILAR TYPE SHALL ALL BE FROM THE SAME PRODUCTS OF A SIMILAR TYPE SHALL ALL BE FROM THE SAME MANUFACTURER. PROVIDE STANDARD PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SPECIFIED PRODUCTS. ALL PRODUCTS SHALL BE UL-LISTED WHERE APPLICABLE. 1.6. PROVIDE SUBMITTALS AND/OR SHOP DRAWINGS FOR THE FOLLOWING PROVIDE SUBMITTALS AND/OR SHOP DRAWINGS FOR THE FOLLOWING EQUIPMENT AND SYSTEMS: DUCTWORK, PIPING, VALVES, AIR-MOVING EQUIPMENT, PUMPS, ETC. AS APPLICABLE TO THE PROJECT. SUBMITTALS SHALL CONTAIN MANUFACTURER'S DATA GIVING DIMENSIONS, MATERIALS, PERFORMANCE, AND OTHER INFORMATION AS NECESSARY TO DEMONSTRATE COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. SUBMITTAL DATA SHALL CLEARLY INDICATE THE ITEM BEING SUBMITTED. UNMARKED CATALOG PAGES ARE NOT ACCEPTABLE. EQUIPMENT SUBMITTALS (OTHER THAN PACKAGED DX EQUIPMENT LESS THAN 6 TONS) SHALL INCLUDE COMPUTER-RUN SELECTIONS AT SCHEDULED DESIGN CONDITIONS. CATALOG DATA AT "STANDARD" CONDITIONS IS NOT ACCEPTABLE. 1.7. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE SET OF "AS BUILT" CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE SET OF "AS BUILT" DRAWINGS INDICATING ALL WORK AS ACTUALLY INSTALLED. UNMODIFIED COPIES OF ORIGINAL DESIGN DRAWINGS WILL NOT BE ACCEPTED AS "AS BUILT" DRAWINGS. PROVIDE ONE FULL SIZE PRINTED COPY, AND ONE ELECTRONIC COPY (PDF FILES PLOTTED AT FULL SIZE ON DISC). PDF FILES SHALL BE NEATLY ORGANIZED AND DESCRIPTIVELY NAMED. 1.8. ALL EQUIPMENT SHALL BE CLEANED, REPAIRED, PAINT TOUCHED UP, ETC. ALL EQUIPMENT SHALL BE CLEANED, REPAIRED, PAINT TOUCHED UP, ETC. AS NECESSARY TO BE IN NEW CONDITION PRIOR TO FINAL ACCEPTANCE BY THE OWNER. 1.9. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING OPERATIONS AND PROPERTY ADJACENT TO ALL WORK PERFORMED UNDER THIS CONTRACT. THIS INCLUDES TRANSPORTING, HOISTING, OR MOVING MATERIALS, EQUIPMENT, DEBRIS, ETC. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED TO EXISTING PROPERTY TO MATCH EXISTING AS IT WAS PRIOR TO DAMAGE AND TO THE OWNER'S SATISFACTION. 1.10. CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER'S CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER'S REPRESENTATIVE FOR APPROVAL AND SCHEDULING OF ALL BUILDING SYSTEMS OR OPERATIONS INTERRUPTIONS NECESSARY TO COMPLETE HIS WORK. 1.11. DRAWINGS ARE DIAGRAMMATIC AND ONLY INDICATE GENERAL ARRANGEMENT DRAWINGS ARE DIAGRAMMATIC AND ONLY INDICATE GENERAL ARRANGEMENT OF WORK. THEY DO NOT SHOW EVERY OFFSET, TRANSITION, OR DIMENSION NECESSARY TO FIT THE SYSTEMS AND EQUIPMENT INTO THE GIVEN SPACE. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURE, STRUCTURE, AND WORK OF ALL OTHER TRADES AS REQUIRED TO COMPLETE THE WORK AS GENERALLY INDICATED ON THE DRAWINGS. 1.12. ALL WORK SHALL BE INSTALLED READILY ACCESSIBLE FOR OPERATION, MAINTENANCE, ALL WORK SHALL BE INSTALLED READILY ACCESSIBLE FOR OPERATION, MAINTENANCE, AND REPAIRS. PROVIDE ALL CLEARANCES AS REQUIRED BY CODE AND AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER FOR PROPER MAINTENANCE. 1.13. ALL WORK AND EQUIPMENT SHALL BE FULLY GUARANTEED FOR A PERIOD ALL WORK AND EQUIPMENT SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL PAYMENT AND ACCEPTANCE. WARRANTY SHALL INCLUDE ALL PARTS, LABOR, AND TRAVEL NECESSARY TO FACILITATE REPAIRS/REPLACEMENT OF NON-WORKING EQUIPMENT AND/OR SYSTEMS. 1.14. COORDINATE WITH GENERAL CONTRACTOR FOR ON-SITE STORAGE OF COORDINATE WITH GENERAL CONTRACTOR FOR ON-SITE STORAGE OF MATERIALS AND EQUIPMENT. ALL EQUIPMENT AND MATERIALS SHALL BE PROTECTED FROM DAMAGE. 1.15. EQUIPMENT INTENDED FOR PERMANENT INSTALLATION SHALL NOT BE USED EQUIPMENT INTENDED FOR PERMANENT INSTALLATION SHALL NOT BE USED FOR TEMPORARY PURPOSES WITHOUT WRITTEN PERMISSION FROM THE OWNER'S REPRESENTATIVE. 1.16. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING AND MECHANICAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING AND COORDINATING WITH ALL OTHER TRADES AFFECTED BY EQUIPMENT SUBSTITUTIONS AND/OR MODIFICATIONS. 1.17. SEAL ALL PENETRATIONS AS APPROPRIATE FOR THE GIVEN ASSEMBLY SEAL ALL PENETRATIONS AS APPROPRIATE FOR THE GIVEN ASSEMBLY CONSTRUCTION AND FIRE RATING.

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

TRUE NORTH

#4

#3

#2

#1

1'

13'9" HIGH

CEILING

13'6" HIGH

CEILING

METER ROOM

AB 20b

WATER SOFTENER ROOM

AB 20a

MECHANICAL EQUIPMENT

ROOM

AB 20

A

B

A-102

F.F. 100’ - 0”

F.F. 100’ - 0”

F.F. 100’ - 0”

MAINTENANCE OFFICE

MAINTENANCE LOADING

AREA

13'9" HIGH

CEILING

D103

D102

D101

A

B

A-102

F.F. 100’ - 0”

F.F. 100’ - 0”

F.F. 100’ - 0”

METER ROOM

AB 20b

WATER SOFTENER ROOM

AB 20a

MECHANICAL EQUIPMENT

ROOM

AB 20

MAINTENANCE OFFICE

MAINTENANCE LOADING

AREA

A-102

A-102

D101

A-101

FLOOR PLAN - WATER

SOFTENER ROOM AB20a

08/21/2020 MHW JLM

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

PLAN LEGEND

DEMOLITION FLOOR PLAN

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

PROPOSED FLOOR PLAN - WATER SOFTENER ROOM

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

FLOOR PLAN NOTES

FINISHES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing…