ADDENDUM NO. 1 CITY OF LAREDO ADMINISTRATION · PDF fileadministration building . south laredo...

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ADDENDUM NO. 1

CITY OF LAREDO ADMINISTRATION BUILDING

SOUTH LAREDO WASTEWATER TREATMENT PLANT 309 RIVER FRONT STREET

ARCHITECTS PROJECT NO. 2015-08

To the general contractors, all sub-contractors, holders of plans and specifications and plan rooms, and all interested parties to the project above identified of the following revisions, clarifications to the plans and/or specifications of the above referred, some taking precedence over all previous declarations and notes made on plans/or specifications. Item No. 1 Refer to the Construction Drawings Set:

Clarification: See attached Structural Drawings, S1, S2, S3. These documents were inadvertently left out of the construction document set.

Item No. 2 Refer to the Construction Drawings Set, Sheet A2.0 Floor Plan, Sheet A6.0

Enlarge Plan, Lab 107: Omit note referring to lab hood by Owner. The laboratory hood is to be included in the project, purchased by the contractor and fully installed per manufacturer instructions for a complete operation as intended. Provide required infrastructure per shop drawings, submittals and MEP documents.

Model No: 208-230V (4’ Protector XStream Laboratory Hood) Manufacturer: Labconco Corp. Contact: 1-800-821-5525 or 1-816-333-8811 Fax # 1-816-363-0130 www.labconco.com Item No. 3 Refer to the Construction Drawings Set: Clarification: The Civil Utilities Drawings per C-05 and Plumbing drawings

per P-101 and P-201 North side vs east side services coordination utility connection issue, water & sewer connections are to be per Civil Drawings, Plumbing Drawings attached have been updated.

Item No. 4 Refer to Civil Utilities Drawings per C-05 which indicates the location of the

irrigation system main line to be used as the connection point. Note: the source of the line for the irrigation is effluent water and thus the irrigation system piping must comply with local and state governmental regulatory requirements which require 1) all underground piping and fittings to be PURPLE color Schedule 40 designed by a licensed irrigation designer and installer, 2) metal signs 12”x12” min. with pre-finished professional finish custom signs with text “Irrigation System – Effluent Water Use” mounted on 2” galv. chain link posts throughout site with poured concrete footing as

http://www.labconco.com/

Addendum No. 1, City South Laredo WWTP Administration Building 8-4-16

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directed by architect. Item No. 5 Refer to the Specification Booklet, Geo-technical Report: The architectural

and civil drawings make reference to the thickness of the asphalt for the parking lot and driveway. Clarification: Per geo-technical report, Page 15, provide installation per recommended thickness of 1.5” and per detail instructions.

Item No. 6 Refer to the Specification Booklet, Geo-technical Report: Refer to the geo-

technical report dated June 15, 2016 for the recommendations for the preparation of the building pad, parking lot, driveway and underground utilities with additional information per City Standards.

Item No. 7 Refer to the Specification Booklet, Section 01020 Allowances: In addition to

the other allowances already called out for this section, include in the Base Bid an additional allowance reserved for Furniture and Equipment totaling $55,000.00 net to the Owner. The Owner will have to right to select a vendor(s) of their choosing to provide services, supplying and installing all items as required per Owner’s direction with vendor(s). The chosen vendor(s) will become a subcontractor(s) to the general contractor and the allowance must be covered by the performance / materials bond. A maximum of 5% OH&P may be added to this allowance and line item as this is a pass through line item for the general contractor.

This Addendum No. 1 is being submitted on August 4, 2016 to the general contractors, all sub-contractors, holders of plans and/or specifications, plan rooms and all interested parties to the project and acknowledgment of it is required in the Base Bid Form. Addendum No. 1 consists of 2 SAA, Inc. sheets, 3 Structural Drawings, S1, S2, and S3, and Plumbing Drawings, P-101, P-201 and P-401.

SEPULVEDA ASSOCIATES ARCHTIECTS, INC. 1820 HOUSTON STREET LAREDO, TEXAS 78040

(956) 725-1985 FAX (956) 725-2396 [email protected]

mailto:[email protected]

1A4.0

2A4.0

3A4.0

1A4.1

2A4.1

6A4.2

ROOF TOP UNIT REF MEP

ROOF TOPUNIT REF MEP

ROOF TOPUNIT REF MEP

PRE-ENGINEEREDLIGHTWEIGHT ROOFTRUSSES AT 48" O.C.

10' - 5 1/2" 60' - 0" 11' - 6 1/2"

10' -

0 1

/2"

TOP & BOTTOM 2x4METAL STUDS BRIDGINGBETWEEN TRUSSES

13' -

9 1

/2"

6' -

0 1/

2"30

' - 5

1/2

"

3" THK COMPOSITEROOF DECK INSULATIONBD. PER SPEC.STAGGERED LAYOUT



PRE-ENGINEERED LIGHTWEIGHTROOF TRUSSES AT 48" O.C.

CMU BOND BEAMBELOW

FURRDOWN BELOW

GALV. "SIMPSON" TIES OR EQUALAT EVERY TRUSS FASTENED TOCMU/ WOODEN TOP PLATE



15

A5.0

82' - 3 1/2"

31' - 9 1/2" 17' - 6 1/2" 32' - 1 1/2"0' - 5" 0' - 5"

50' -

3 1

/2"

LN1 LN1 LN1

LN1LN1

LN1LN1LN1

LN3

LN2

LN1

LN1

LN1

LN1 LN2

LN3

LN3

DATE

CHECKED BY:

DRAWN

JOB. NO.

REVISIONS:

SHEET

CIT

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NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL EXTG. CONDITIONS, DIMENSIONS, AT JOB SITE FOR ALL ASPECTS OF PROPOSED SCOPE OF WORK AS NECESSARY TO ENSURE TOTALFAMILIARIZATION OF CONDITIONS PRIOR TO BID DATE, REPORT ANY DEVIATIONS FROM PLANS TO ENSURE AN ADDENDUM IS ISSUED. NO EXTRAS WILL BE ALLOWED AFTER BIDDING PHASE. S-2

SCHEMATICFRAMING PLAN

2015-8

17, June 2016

LEP

RJS 3/16" = 1'-0"1FRAMING PLAN

1. REFER TO MECHANICAL DRAWINGS AC DRAWINGS FOR LOCATION AND SIZE OF REFRIGERANT PIPING AND DUCT WORK, MECHANICAL UNITS, WEIGHTS, & SUPPORTS.

2. DIMENSIONS SHOWN ARE TO CMU FACE, COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL PLANS.

3. ROOF FRAMING PLANS, LAYOUTS AND DETAILS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REQUIRED FOR CONSTRUCTION. ARCHITECT WILL HAVE THE OPTION ON SITE OF HAVING FRAMING SUBCONTRACTOR ADD ADDITIONAL MEMEBERS AS MAY BE NECESSARY IN THE OPINION OF THE ARCHITECT OR REQUIRED BY BUILDING INSPECTOR AS NECESSARY.

4. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE BUILDING PLUMB AND TRUE. THIS BRACING SHALL REMAIN UNTIL THE SPECIFIED SHEAR WALLS ARE TOTALLY INSTALLED. ARCHITECT WILL HAVE THE OPTION ON SITE OF HAVING FRAMING SUBCONTRACTOR ADD ADDITIONAL MEMEBERS AS MAY BE NECESSARY IN THE OPINION OF THE ARCHITECT OR REQUIRED BY BUILDING INSPECTOR AS NECESSARY.

5. CONTRACTOR IS TO SUBMMIT LIGHTWEIGHT STEEL TRUSSES SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION

6. ALL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATESTAPPLICABLE CODES AND STANDARDS. AISC, ASTM, IBC, ETC.

7. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED ASDESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE".

FRAMING GENERAL NOTES

MARK

LN1

MAX.CLEARSPAN

3'-4"

BLOCKWIDTH (IN)

8"

LINTELDEPTH (IN)

16" (2) #5 T&B #3 @ 8" O.C.

CMU LINTEL SCHEDULETYPICAL CMU LINTELS AT BEARING WALLS

HORIZONTALREINFORCING

SHEARSTIRRUPS

LN2 6'-4" 8" 16" (2) #5 T&B #3 @ 8" O.C.

LN3 15'-0" 8" 24" (2) #6 EA #3 @ 16" O.C.

REMARKS

TYP. AT ALL DOORS

NOTES:1. LOCATE FIRST STIRRUP AT 1/2" OF THE REQUIRED SPACING AWAY FROM THE FACE OF THE WALL SUPPORT. (I.E. AT 8" O.C. SPACING, LOCATE 1ST STIRRUP NOT FURTHER THAN 4" FROM THE FACE OF THE WALL)

2. SPECIAL INSPECTION REQUIRED BY THE ARCHITECT OF RECORD AS NOTED ON SCHEDULE

3. SOLID GROUT FULL DEPTH OF LINTEL AND AT LEAST 8" PAST OPENING FOR LINTELS LESS THAN 8'-0" LONG AND PAST 16" OPENING FOR LINTEL LONGER THANT 8'-0"

SPECIAL INSPECTION

1/2" EXPANSION JOINT SEALED

COMPACTED SELECTFILL PER SPEC.

10 MIL MOISTUREBARRIER PER SPEC.

TYP. REINF'G. TO BE (2)#6 BARS (T) & (B) WITH #

3 STIRRUPS AT 18" O.C.

MIN

. EM

BED

.

1' -

8"

1' - 0"

3' -

0"

LEVEL 10' - 0"

2' WIDE 4" THK. 3000 PSICONCRETE MOWING STRIP w/6x6x6 WWF MATT & CONTROL

JOINTS AT EVERY 5'

5-1/2" THK. SLAB ON GRADE w/ #4'SBARST AT 12" O.C. EACH WAY AT MID-DEPTH OF SLAB OVER 10 MIL VISQUEENMOISTURE BARRIER OVER APPROVEDCOMPACTED FILL

VERTICAL REINFORCING#4'S AT 48" O.C.

2' WIDE 4" THK. 3000 PSICONCRETE MOWING STRIP w/6x6x6 WWF MATT & CONTROL

JOINTS AT EVERY 5'





3 STIRRUPS AT 18" O.C.

1" SLOPELEVEL 1

0' - 0"


3' -

0"

1' - 0"

CONCRETE MOWING STRIP





3 STIRRUPS AT 18" O.C.1' - 0"

3' -

0"

1" SLOPE LEVEL 10' - 0"




10 MIL MOISTUREBARRIER PER SPEC.TYP. REINF'G. TO BE (2)

#6 BARS (T) & (B) WITH #3 STIRRUPS AT 18" O.C.

CMU WALL ANDREINFORCING PER PLAN

LEVEL 10' - 0"

MIN

. EM

BED

.

1' -

8"

VERTICAL REINFORCING#4'S AT 48" O.C.

1' - 0"

3' -

0"

BRICK VENEER

16" HI CONTINUOUSMORTAR NETTING

ELASTOMERIC SELFADHESIVE SHEETDAMPROOFINGWEEP HOLES AT24" O.C.

8" CMU BLOCK WALL

2" THK. RIGID INSULATIONBD. w/ APPLIED MASTIC

ALL BUTT JOINTS

5" THK. SLAB ON GRADE w/ #4'sBARS AT 12" O.C. EACH WAY

AT MID-DEPTH OF SLAB OVERAPPROVED COMPACTED FILL

3' -

0"


3 STIRRUPS AT 18" O.C.10 MIL MOISTUREBARRIER PER SPEC.

0' -

1 1/

2"

DATE

CHECKED BY:

DRAWN

JOB. NO.

REVISIONS:

SHEET

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NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL EXTG. CONDITIONS, DIMENSIONS, AT JOB SITE FOR ALL ASPECTS OF PROPOSED SCOPE OF WORK AS NECESSARY TO ENSURE TOTALFAMILIARIZATION OF CONDITIONS PRIOR TO BID DATE, REPORT ANY DEVIATIONS FROM PLANS TO ENSURE AN ADDENDUM IS ISSUED. NO EXTRAS WILL BE ALLOWED AFTER BIDDING PHASE. SD-1

FOUNDATIONDETAILS

2015-8

17, June 2016

LEP

RJS

3/4" = 1'-0"1 PERIMETER GRADE BEAM 3/4" = 1'-0"2 PERIMETER GRADE BEAM AT ENTRANCE

3/4" = 1'-0"3 PERIMETER GRADE BEAM AT ENTRANCE 3/4" = 1'-0"4 INTERIOR GRADE BEAM

3/4" = 1'-0"5 GRADE BEAM AT BRICK LUG

1' -

0"9'

- 1"

1' -

0"9'

- 1"

1' -

0"14

' - 8

1/2

"1'

- 0"

13' -

3"

1' - 0" 18' - 8 1/2" 1' - 0" 18' - 7 1/2" 1' - 0" 18' - 8 1/2" 1' - 0"

60' - 0"

1' -

0"

9' -

11 1

/2"

7' -

0"1'

- 0"

3' -

8"

81' - 11 1/2"

1' - 0" 14' - 10" 1' - 0" 14' - 10" 1' - 0" 16' - 5 1/2" 1' - 0" 10' - 0 1/2" 1' - 0" 10' - 0 1/2" 1' - 0" 8' - 9" 1' - 0"

TYP. SLAB CONTROL JOINTS AT 10FT FROM PERIMETER EDGE MAX.NOT TO EXCEED 20 FT AT INTERIOR.INSTALL IN A PERIOD NOT TOEXCEED 12 HRS AFTER POUR

5-1/2" THICK SLAB ON GRADE WITH #4 BARS AT 12" O.C. EACH WAY ATMID-DEPTH OF SLAB OVER 10 MILVISQUEEN MOISTURE BARRIEROVER APPROVED COMPACTED FILL.

RECESS SLAB ATSHADED AREA 1-1/2"REFER TO ARCH. &MEP PLANS FORFLOOR DRAINLOCATIONS

REFER TOCIVIL PLANS

0.00'

1% S

LOPE

1

SD-1

2

SD-1

3

SD-1

4

SD-1

1A4.1

2A4.1

6A4.2

3"x3"x1/8" TS. COLUMN w/1/4" STEEL PLATE GALV.

3"x3"x1/8" TS. COLUMN w/1/4" STEEL PLATE GALV.

1' -

0"

F.D.

F.D.

F.D. F.D.

F.D.

51' -

1 1

/2"

14' -

7 1

/2"

5' -

6 1/

2"30

' - 1

1 1/

2"

14' -

7 1

/2"

5' -

6 1/

2"30

' - 1

1 1/

2"

39' - 11 1/2" 5' - 1 1/2" 36' - 10 1/2"

F.D.

F.D.

F.D.

18' - 5 1/2" 31' - 10"31' - 8"

82' - 3 1/2"

0' - 2" 0' - 2"

DATE

CHECKED BY:

DRAWN

JOB. NO.

REVISIONS:

SHEET

CIT

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INIS

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LAR

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EATM

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NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL EXTG. CONDITIONS, DIMENSIONS, AT JOB SITE FOR ALL ASPECTS OF PROPOSED SCOPE OF WORK AS NECESSARY TO ENSURE TOTALFAMILIARIZATION OF CONDITIONS PRIOR TO BID DATE, REPORT ANY DEVIATIONS FROM PLANS TO ENSURE AN ADDENDUM IS ISSUED. NO EXTRAS WILL BE ALLOWED AFTER BIDDING PHASE. S-1

SCHEMATICFOUNDATION

PLAN

2015-8

17, June 2016

LEP

RJS

3/16" = 1'-0"1SCHEMATIC FOUNDATION PLAN

1. REFER TO CIVIL AND ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATION.

2. BUILDING AREAS TO SUPPORT SELECT FILL SHOULD BE STRIPPED OF ALL EXISTING VEGETATION AND TOPSOIL EXTENDING AT LEAST 5 FT BEYOND BUILDING PERIMETER.

3. SCARIFY THE SUBGRADE AT LEAST (6) SIX INCHES AND MOISTURE CONDITION BETWEEN OPTIMUM TO PLUS THREE (+3) PERCENTAGE POINTS OF THE OPTIMUM MOSTIRE CONTENT AND COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D698 (STD. PROCTOR).

4. REFER TO GEOTECHNICAL ENGINEERING REPORT No. 40805 DATED JUNE 15, 2016 PREPARED BY HOWLAND ENGINEERING

GENERAL NOTES FOR SITE PREPARATION

1. MATERIALS: A. SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 301-LATES EDITION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". B. STRUCTURAL CONCRETE ASTM C-150 TYPE I / II CEMENT.

GENERAL NOTES FOR REINFORCED CONCRETE

ALL MIXES SHALL HAVE A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD REGARDLESS OF STRENGTH OBTAINED. C. ALL DEFORMED REINFORCING BARS (ASTM A 615): FY=60,000 D. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A165-85. (SHEET FORM, NOT ROLLED)

2. FIELD MANUAL: PROVIDE AT LEAST ONE COPY OF ACI FIELD REFERENCE MANUAL, SP-15, IN THE FIELD OFFICE AT ALL TIMES.

3. CONTINGENCIES: A. PROVIDE SUPPORTS AS REQUIRED TO MAINTAIN ALIGNMENT OF SCHEDULED REINFORCING. SUCH SUPPORTS ARE TO BE REFLECTED IN THE BID.

4. FOOTINGS: A. DOWELS IN FOOTINGS TO MATCH VERTICAL WALL REINFORCING. B. PROVIDE LEAN CONCRETE (CLASS IV) UNDER FOUNDATIONS FOR ACCIDENTAL OVER- EXCAVATION, SOFT SPOTS AND TRENCHES.

5. SPLICES: UNLESS NOTED OTHERWISE, LAP SPLICES AND EMBEDMENTS SHALL BE AS SHOWN ON TABLE BELOW.

6. CONSTRUCTION JOINTS: A. CONSTRUCTION JOINTS PERMITTED ONLY WHERE SHOWN OR AS APPROVED BY ARCHITECT. ALL CONSTRUCTION JOINTS ARE TO BE KEYED. KEYWAYS SHALL BE 1-1/2 INCHES DEEP x 1/3 MEMBER THICKNESS.

7. CONCRETE COVER: UNLESS NOTED OTHERWISE, DETAIL REINFORCING TO PROVIDE CONCRETE COVER AS FOLLOWS: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 IN B. CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER 1-1/2 IN C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER SLABS, WALLS, AND #11 BARS & SMALLER 3/4 IN OTHERS: 1-1/2 IN

CONCRETE TYPE

FOUNDATION

DESIGNSTRENGTH

3000 PSI

MAXIMUMSLUMP

5"

MAXIMUMAGGREGATE

1-1/2"

MAXIMUM W/C RATION

0.5

AIR ENTR. NO AIR ENTR.

0.6

REF.

RE

F.

INC

UB

AT

OR

LOBBY100

HALL101

OP SUPVISOROFFICE

102SOLID MANAGMNT

SUPVISOR103

QC OFFICE104

DATA ROOM105

SUPER OFFICE106

LAB107

HALL108

EMPLOYEEWORKROOM

109 WOMEN110

CUST111

MENS112

MECH ROOM114

COVEREDENTRANCE PORCH

115

OUTDOOREMPLOYEE PORCH

116

EXIT117

EXIT118

2" V

3" SS

3" SS

2" V

SK2

SK1LV1

MS13"FD1

WC2 WC1

UR1 WC2 WC1SD1

SD1 SD1

SD1

FS1

SD1

SD1

3"FD1

LV1EWC1

2" V

3" SS

3" SS

3" SS 3" SS

2" V

2" V

2" V

3" SS2" V ABV

3" SS

2" V

1

DCO

2

23"FD1

3

4

4 4

5

5

6

2" V

2" V VTR

2" V VTR

4" V VTR

3" SS

2" V

3"WCO

3"WCO

3" WCO

2" V

4" SS

4" SS

3" SS

3" SS

3" SS 4" SS

4" SS

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOBSITE BEFORE COMMENCING ANY PHASE OF THE WORK. ADJUSTMENTS FOR FIT ANDCOORDINATION SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. NOTIFYENGINEER OF ANY CONFLICTS, DISCREPANCIES OR OMISSIONS PRIOR TOCOMMENCEMENT OF THE CONTRACT WORK.

CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, MECHANICAL & STRUCTURALDRAWINGS AND SPECIFICATIONS FOR ANY ADDITIONAL REQUIREMENTS.

CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES.

SEAL ALL WALL, ROOF, AND FLOOR PENETRATIONS WITH UL LISTED FIRE SEALANT.

PLUMBING CONTRACTOR TO FIELD COORDINATE WITH STRUCTURAL. ROUTE SANITARYLINES OUT AND AWAY FROM BEAMS WHERE POSSIBLE AND CROSS BEAMSPERPENDICULAR WITH SLEEVES AS REQUIRED.

GENERAL NOTES:

1.

2.

3.

4.

5.

PROVIDE 4"SS TO NEW BUILDING. REFER TO CIVIL SITE PLANS FOR CONTINUATION.

PROVIDE 1/2" TRAP PRIMER CONNECTION TO FLOOR DRAIN FROM WATER CLOSET.REFER TO PLUMBING DETAILS.

FLOOR DRAIN TO TIE INTO MOP SINK'S DRAIN ABOVE P-TRAP AS INDIRECT CONNECTION.REFER TO DETAIL SHEET.

SHOWER DRAIN TO TIE INTO ADJACENT SHOWER DRAIN ABOVE P-TRAP AS INDIRECTCONNECTION.

PROVIDE WALL CLEANOUT IN ACCESSIBLE LOCATION.

PROVIDE PLUMBING DWV ROUGH-IN FOR COONECTION TO FUME HOOD. FIELDCOORDINATE EXACT HOOD PLUMBING REQUIREMENTS WITH OWNER/ARCHITECT.PROVIDE UNDER COUNTER ACID NEUTRALIZER ZURN MODEL" GREEN TURTLE pHIX" UNIT.

DWV KEYNOTES:

1

2

3

4

5

6

96478

SEAN M. RODRIGUEZ

STATE OF TEXAS

NSEDECIL

AL ENGINE

ER

NOISSEFO

RP

DATE

CHECKED BY:

DRAWN

JOB. NO.

REVISIONS:

SHEET

CIT

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AD

MIN

IST

RA

TIO

N B

UIL

DIN

G

LAR

ED

O, T

EX

AS

SO

UT

H L

AR

ED

O W

AS

TE

WA

TE

RT

RE

AT

ME

NT

PLA

NT

NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL EXTG. CONDITIONS, DIMENSIONS, AT JOB SITE FOR ALL ASPECTS OF PROPOSED SCOPE OF WORK AS NECESSARY TO ENSURE TOTALFAMILIARIZATION OF CONDITIONS PRIOR TO BID DATE, REPORT ANY DEVIATIONS FROM PLANS TO ENSURE AN ADDENDUM IS ISSUED. NO EXTRAS WILL BE ALLOWED AFTER BIDDING PHASE. 16063

5656 S. STAPLES, SUITE 360,CORPUS CHRISTI, TX 78411

P - 361.852.2727 F - 361.852.2922TEXAS ENGINEERING FIRM NO.

005318

ADDENDUM #1 - 08/04/2016

P-101

PLUMBING DWVPLAN

16063

6/17/2016

AEO

SMR8/4/2016

3/16" = 1'-0"1 PLUMBING DWV PLAN

1

REF.

RE

F.

INC

UB

AT

OR

LOBBY100

HALL101

OP SUPVISOROFFICE

102SOLID MANAGMNT

SUPVISOR103

QC OFFICE104

DATA ROOM105

SUPER OFFICE106

LAB107

HALL108

EMPLOYEEWORKROOM

109

WOMEN110

CUST111

MENS112

MECH ROOM114

COVEREDENTRANCE PORCH

115

OUTDOOREMPLOYEE PORCH

116

EXIT117

EXIT118

SK2

SK1 LV1

MS1

WC2 WC1

UR1

WC2 WC1

LV1EWC1

SHR2 SHR1

SHR1

LV1

LV1

1/2" HW3/4" CW

1/2" HW

1/2" CW

1/2" HW

1/2" CW1/2" HW

2" CW 3/4" HW

3/4" CW

1/2" HW

3/4" CW

1/2" HW3/4" CW

1/2" CW 2" CW

1 1/4" CW1 1/4" HW

2" CW

NFHB1

NFHB1

1/2"HW&CWTO SHOWERS,TYP.

1/2"CW&HW TOLAVS., TYP.

1 1/2" CW

1/2" CW

1/2" HW

3/4"CW&HW TOMS1, TYP.

1 1/4" HW1 1/4" CW

EWH1

1/2" CW

1

2

33

3 34

4

5

1/2" CW

IMB

2" CW

2" CW

1 1/4" CW

2" CW

1/2"CW&HW TOLAVS., TYP.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THEJOB SITE BEFORE COMMENCING ANY PHASE OF THE WORK. ADJUSTMENTS FOR FITAND COORDINATION SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.NOTIFY ENGINEER OF ANY CONFLICTS, DISCREPANCIES OR OMISSIONS PRIOR TOCOMMENCEMENT OF THE CONTRACT WORK.

CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, MECHANICAL & STRUCTURALDRAWINGS AND SPECIFICATIONS FOR ANY ADDITIONAL REQUIREMENTS.

CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES.

SEAL ALL WALL, ROOF, AND FLOOR PENETRATIONS WITH UL LISTED FIRE SEALANT.

PLUMBING CONTRACTOR TO FIELD COORDINATE WITH STRUCTURAL. ROUTESANITARY LINES OUT AND AWAY FROM BEAMS WHERE POSSIBLE AND CROSSBEAMS PERPENDICULAR WITH SLEEVES AS REQUIRED.

GENERAL NOTES:

1.

2.

3.

4.

5.

PROVIDE 2"CW; REFER TO CIVIL SITE PLAN FOR CONTINUATION.

PROVIDE ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTALLATIONINSTRUCTION. REFER TO PLUMBING FIXTURE SCHEDULE FOR SIZE AND TYPE.COORDINATE ELECTRICAL CONNECTION WITH ELECTRICAL CONTRACTOR. ROUTET&P AND PAN DRAIN TO FLOOR SINK.

PROVIDE POINT-OF-USE THERMOSTATIC MIXING VALVE AT LAVATORY. SET VALVE TODELIVER 105°F TEMPERED WATER. INSTALL PER MANUFACTURER'S INSTALLATIONINSTRUCTION.

PROVIDE 1/2"CW LINE AND STOP AT 24"A.F.F. FOR REFRIGERATOR ICE MACHINE.

PROVIDE PLUMBING ROUGH-IN FOR COONECTION TO FUME HOOD. FIELDCOORDINATE EXACT HOOD PLUMBING REQUIREMENTS WITH OWNER/ARCHITECT.

WATER KEYNOTES:

1

2

3

4

5

96478

SEAN M. RODRIGUEZ

STATE OF TEXAS

NSEDECIL

AL ENGINE

ER

NOISSEFO

RP

DATE

CHECKED BY:

DRAWN

JOB. NO.

REVISIONS:

SHEET

CIT

Y O

F L

AR

ED

O

AD

MIN

IST

RA

TIO

N B

UIL

DIN

G

LAR

ED

O, T

EX

AS

SO

UT

H L

AR

ED

O W

AS

TE

WA

TE

RT

RE

AT

ME

NT

PLA

NT




005318

ADDENDUM #1 - 08/04/2016

P-201

PLUMBINGWATER PLAN

16063

6/17/2016

AEO

SMR8/4/2016

3/16" = 1'-0"1 PLUMBING WATER PLAN

1

3" SSWC1

WC2

WC1

WC2

MS1

SK1

UR1

EWC1

SK2

LV1

LV1

FS1

SD1

SD1

3"FD1

3"FD13"FD1

SD1

SD1

SD1

SD1

SHR1

SHR2

SHR1

3" SS

3" SS

2" SS

2" SS

2" V

2" V ABV

2" V

2" V

2" V

2" V

2" V

3" SS

3" SS

2" SS

2" V

2" V VTR

2" V VTR

2" V

2" V

2" V

2" V

3" SS

2" V

2" V

2" V

4" SS

4" SS BEL

4" SS

4" V

3" SS

2" V

2" V2" V

2" V

2" V

2" V

DCO

LV1

LV1

4" V VTR

3" WCO

3" SS

3" SS

2" V2" V

2" V

2" V

3" SS4" SS

4" SS

3" SS

4" SS

4" SS

LV1

EWC1

WC2

WC1

MS1

UR1

WC2

SHR1 SHR2

SHR1

LV1

SK1

SK2

1/2" HW

1/2" CW

1/2" CW1/2" HW

1/2" CW1/2" HW

1/2" CW

1/2" HW

1/2" HW

3/4" CW

2" CW

3/4" HW

1/2" CW

3/4" CW

1/2" HW

1/2" CW1/2" HW

1/2" CW 1/2" HW

3/4" HW3/4" CW

3/4" CW

1/2" HW

1 1/4" HW

1 1/4" CW

1 1/4" CW

1/2" CW1/2" HW

1/2" CW1/2" HW

3/4" CW

1 1/2" CW

1 1/2" CW

LV1

LV1

1/2" HW

3/4" CW

2" CW

3/4" HW3/4" CW

1 1/4" HW

1/2" HW1/2" CW

2" CW

2" CW

3/4" CW

1/2" CW

SA1

SA1

SA1

SA1

TO EWH12" CW

3/4" CW

NFHB1

NFHB1

96478

SEAN M. RODRIGUEZ

STATE OF TEXAS

NSEDECIL

AL ENGINE

ER

NOISSEFO

RP

DATE

CHECKED BY:

DRAWN

JOB. NO.

REVISIONS:

SHEET

CIT

Y O

F L

AR

ED

O

AD

MIN

IST

RA

TIO

N B

UIL

DIN

G

LAR

ED

O, T

EX

AS

SO

UT

H L

AR

ED

O W

AS

TE

WA

TE

RT

RE

AT

ME

NT

PLA

NT




005318

ADDENDUM #1 - 08/04/2016

P-401

PLUMBINGRISER

DIAGRAMS

16063

6/17/2016

AEO

SMR8/4/2016

1 DWV RISER DIAGRAM

2 WATER RISER DIAGRAM

1

1

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