1 - City of Laredo

Transcription

1 - City of Laredo

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
Page 1 of 2
Addendum No. 1, City South Laredo WWTP Administration Building
8-4-16
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 geotechnical 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 subcontractors, 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
saainc@saarchitects.net
Page 2 of 2
REVISIONS:
2
10' - 5 1/2"
FRAMING GENERAL NOTES
A4.1
TOP & BOTTOM 2x4
METAL STUDS BRIDGING
BETWEEN TRUSSES
60' - 0"
11' - 6 1/2"
1. REFER TO MECHANICAL DRAWINGS AC DRAWINGS FOR LOCATION AND SIZE OF
REFRIGERANT PIPING AND DUCT WORK, MECHANICAL UNITS, WEIGHTS, & SUPPORTS.
10' - 0 1/2"
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.
PRE-ENGINEERED LIGHTWEIGHT
ROOF TRUSSES AT 48" O.C.
LN1
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.
LN2
GALV. "SIMPSON" TIES OR EQUAL
AT EVERY TRUSS FASTENED TO
CMU/ WOODEN TOP PLATE
LN1
3
A4.0
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 LATEST
APPLICABLE CODES AND STANDARDS. AISC, ASTM, IBC, ETC.
30' - 5 1/2"
TYPICAL CMU LINTELS AT BEARING WALLS
MAX.
CLEAR
SPAN
BLOCK
WIDTH (IN)
LN1
3'-4"
8"
LN2
6'-4"
LN3
15'-0"
MARK
LN2
A4.0
LN1
6' - 0 1/2"
LN1
2
LN1
CMU BOND BEAM
BELOW
PRE-ENGINEERED
LIGHTWEIGHT ROOF
TRUSSES AT 48" O.C.
FURRDOWN BELOW
A5.0
TOP & BOTTOM 2x4
BETWEEN TRUSSES
LN1
LN1
LN1
HORIZONTAL
REINFORCING
SHEAR
STIRRUPS
REMARKS
16"
(2) #5 T&B
#3 @ 8" O.C.
TYP. AT ALL DOORS
8"
16"
(2) #5 T&B
#3 @ 8" O.C.
8"
24"
(2) #6 EA
#3 @ 16" O.C.
SPECIAL INSPECTION
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"
LN1
3" THK COMPOSITE
ROOF DECK INSULATION
BD. PER SPEC.
STAGGERED LAYOUT
13' - 9 1/2"
15
ROOF TOP
UNIT REF MEP
LINTEL
DEPTH (IN)
LN1
LN1
6
LN3
A4.2
1
A4.1
LN3
0' - 5"
31' - 9 1/2"
17' - 6 1/2"
32' - 1 1/2"
LAREDO, TEXAS
ROOF TOP UNIT REF MEP
CMU LINTEL SCHEDULE
SOUTH LAREDO WASTEWATER
TREATMENT PLANT
TOP & BOTTOM 2x4
BETWEEN TRUSSES
50' - 3 1/2"
ROOF TOP
UNIT REF MEP
7. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED AS
DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE".
LN1
CITY OF LAREDO
LN3
0' - 5"
82' - 3 1/2"
1
SCHEMATIC
FRAMING PLAN
A4.0
1
FRAMING PLAN
3/16" = 1'-0"
17, June 2016
DATE
CHECKED BY:
RJS
DRAWN
LEP
2015-8
JOB. NO.
SHEET
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 TOTAL
FAMILIARIZATION 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
REVISIONS:
8" CMU BLOCK WALL
BRICK VENEER
2" THK. RIGID INSULATION
BD. w/ APPLIED MASTIC
ALL BUTT JOINTS
16" HI CONTINUOUS
MORTAR NETTING
ELASTOMERIC SELF
ADHESIVE SHEET
DAMPROOFING
VERTICAL REINFORCING
#4'S AT 48" O.C.
5-1/2" THK. SLAB ON GRADE w/ #4'S
BARST AT 12" O.C. EACH WAY AT MIDDEPTH OF SLAB OVER 10 MIL VISQUEEN
MOISTURE BARRIER OVER APPROVED
COMPACTED FILL
2' WIDE 4" THK. 3000 PSI
CONCRETE MOWING STRIP w/
6x6x6 WWF MATT & CONTROL
JOINTS AT EVERY 5'
CONCRETE MOWING STRIP
1" SLOPE
LEVEL 1
0' - 0"
1" SLOPE
10 MIL MOISTURE
BARRIER PER SPEC.
TYP. REINF'G. TO BE (2)
#6 BARS (T) & (B) WITH #
3 STIRRUPS AT 18" O.C.
10 MIL MOISTURE
BARRIER PER SPEC.
INTERIOR GRADE BEAM
3/4" = 1'-0"
LEVEL 1
0' - 0"
LEVEL 1
0' - 0"
COMPACTED SELECT
FILL PER SPEC.
10 MIL MOISTURE
BARRIER PER SPEC.
10 MIL MOISTURE
BARRIER PER SPEC.
FOUNDATION
DETAILS
17, June 2016
PERIMETER GRADE BEAM AT ENTRANCE
3/4" = 1'-0"
1' - 0"
1' - 0"
2
PERIMETER GRADE BEAM AT ENTRANCE
3/4" = 1'-0"
1
PERIMETER GRADE BEAM
3/4" = 1'-0"
CHECKED BY:
RJS
DRAWN
LEP
2015-8
JOB. NO.
SHEET
LAREDO, TEXAS
COMPACTED SELECT
FILL PER SPEC.
DATE
1' - 0"
3
3' - 0"
3' - 0"
1' - 0"
4
3' - 0"
3' - 0"
COMPACTED SELECT
FILL PER SPEC.
COMPACTED SELECT
FILL PER SPEC.
COMPACTED FILL
2' WIDE 4" THK. 3000 PSI
CONCRETE MOWING STRIP w/
6x6x6 WWF MATT & CONTROL
JOINTS AT EVERY 5'
1' - 8"
MIN. EMBED.
1' - 8"
LEVEL 1
0' - 0"
1/2" EXPANSION JOINT SEALED
VERTICAL REINFORCING
#4'S AT 48" O.C.
COMPACTED FILL
COMPACTED FILL
GRADE BEAM AT BRICK LUG
3/4" = 1'-0"
MIN. EMBED.
CMU WALL AND
REINFORCING PER PLAN
CITY OF LAREDO
5
10 MIL MOISTURE
BARRIER PER SPEC.
TREATMENT PLANT
WEEP HOLES AT
24" O.C.
3' - 0"
0' - 1 1/2"
5" THK. SLAB ON GRADE w/ #4's
BARS AT 12" O.C. EACH WAY
AT MID-DEPTH OF SLAB OVER
APPROVED COMPACTED FILL
SD-1
REVISIONS:
GENERAL NOTES FOR SITE PREPARATION
81' - 11 1/2"
2
1' - 0"
18' - 7 1/2"
1' - 0"
18' - 8 1/2"
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).
1' - 0"
1' - 0"
18' - 8 1/2"
2. BUILDING AREAS TO SUPPORT SELECT FILL SHOULD BE STRIPPED OF ALL EXISTING
VEGETATION AND TOPSOIL EXTENDING AT LEAST 5 FT BEYOND BUILDING PERIMETER.
60' - 0"
A4.1
1' - 0"
1. REFER TO CIVIL AND ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATION.
3"x3"x1/8" TS. COLUMN w/
1/4" STEEL PLATE GALV.
GENERAL NOTES FOR REINFORCED CONCRETE
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.
1' - 0"
36' - 10 1/2"
CONCRETE TYPE
DESIGN
STRENGTH
FOUNDATION
3000 PSI
5-1/2" THICK SLAB ON GRADE WITH #
4 BARS AT 12" O.C. EACH WAY AT
MID-DEPTH OF SLAB OVER 10 MIL
VISQUEEN MOISTURE BARRIER
OVER APPROVED COMPACTED FILL.
F.D.
F.D.
TYP. SLAB CONTROL JOINTS AT 10
FT FROM PERIMETER EDGE MAX.
NOT TO EXCEED 20 FT AT INTERIOR.
INSTALL IN A PERIOD NOT TO
EXCEED 12 HRS AFTER POUR
1-1/2"
0.5
0.6
2. FIELD MANUAL: PROVIDE AT LEAST ONE COPY OF ACI FIELD REFERENCE MANUAL, SP-15, IN
THE FIELD OFFICE AT ALL TIMES.
RECESS SLAB AT
SHADED AREA 1-1/2"
REFER TO ARCH. &
MEP PLANS FOR
FLOOR DRAIN
LOCATIONS
F.D.
5"
MAXIMUM
MAXIMUM W/C RATION
AIR
ENTR.
NO AIR ENTR.
AGGREGATE
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)
F.D.
1' - 0"
F.D.
MAXIMUM
SLUMP
F.D.
30' - 11 1/2"
13' - 3"
F.D.
14' - 8 1/2"
3. CONTINGENCIES:
A. PROVIDE SUPPORTS AS REQUIRED TO MAINTAIN ALIGNMENT OF SCHEDULED
REINFORCING. SUCH SUPPORTS ARE TO BE REFLECTED IN THE BID.
F.D.
51' - 1 1/2"
30' - 11 1/2"
5' - 1 1/2"
4. FOOTINGS:
A. DOWELS IN FOOTINGS TO MATCH VERTICAL WALL REINFORCING.
B. PROVIDE LEAN CONCRETE (CLASS IV) UNDER FOUNDATIONS FOR ACCIDENTAL OVEREXCAVATION, SOFT SPOTS AND TRENCHES.
REFER TO
CIVIL PLANS
SD-1
14' - 7 1/2"
9' - 1"
SD-1
14' - 7 1/2"
1
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"
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
1' - 0"
1' - 0" 3' - 8"
1' - 0"
1' - 0"
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.
CITY OF LAREDO
5' - 6 1/2"
0.00'
4
1' - 0"
SD-1
9' - 1"
2
5' - 6 1/2"
1' - 0"
5. SPLICES: UNLESS NOTED OTHERWISE, LAP SPLICES AND EMBEDMENTS SHALL BE
AS SHOWN ON TABLE BELOW.
1% SLOPE
A4.2
7' - 0"
1
6
A4.1
0' - 2"
31' - 8"
18' - 5 1/2"
31' - 10"
0' - 2"
3
LAREDO, TEXAS
39' - 11 1/2"
TREATMENT PLANT
3"x3"x1/8" TS. COLUMN w/
1/4" STEEL PLATE GALV.
9' - 11 1/2"
4. REFER TO GEOTECHNICAL ENGINEERING REPORT No. 40805 DATED JUNE 15, 2016
PREPARED BY HOWLAND ENGINEERING
SCHEMATIC
FOUNDATION
PLAN
SD-1
82' - 3 1/2"
17, June 2016
DATE
1
SCHEMATIC FOUNDATION PLAN
3/16" = 1'-0"
CHECKED BY:
RJS
DRAWN
LEP
2015-8
JOB. NO.
SHEET
S-1
REVISIONS:
ADDENDUM #1
OUTDOOR
EMPLOYEE PORCH
116
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB
SITE BEFORE COMMENCING ANY PHASE OF THE WORK. ADJUSTMENTS FOR FIT AND
COORDINATION SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. NOTIFY
ENGINEER OF ANY CONFLICTS, DISCREPANCIES OR OMISSIONS PRIOR TO
COMMENCEMENT OF THE CONTRACT WORK.
2" V
REF.
MENS
112
LV1
3" SS
3" SS
2" V VTR
3. CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES.
3"FD1
2
4" V VTR
MECH ROOM
114
3" SS
4
2" V
3" SS
2" V
UR1
WC2
4
SD1
SD1
SD1
SD1
5. PLUMBING CONTRACTOR TO FIELD COORDINATE WITH STRUCTURAL. ROUTE SANITARY
LINES OUT AND AWAY FROM BEAMS WHERE POSSIBLE AND CROSS BEAMS
PERPENDICULAR WITH SLEEVES AS REQUIRED.
3" WCO
WC1
CUST
111
DWV KEYNOTES:
FS1
MS1
1
PROVIDE 4"SS TO NEW BUILDING. REFER TO CIVIL SITE PLANS FOR CONTINUATION.
2
PROVIDE 1/2" TRAP PRIMER CONNECTION TO FLOOR DRAIN FROM WATER CLOSET.
REFER TO PLUMBING DETAILS.
3
FLOOR DRAIN TO TIE INTO MOP SINK'S DRAIN ABOVE P-TRAP AS INDIRECT CONNECTION.
REFER TO DETAIL SHEET.
4
SHOWER DRAIN TO TIE INTO ADJACENT SHOWER DRAIN ABOVE P-TRAP AS INDIRECT
CONNECTION.
5
PROVIDE WALL CLEANOUT IN ACCESSIBLE LOCATION.
6
PROVIDE PLUMBING DWV ROUGH-IN FOR COONECTION TO FUME HOOD. FIELD
COORDINATE EXACT HOOD PLUMBING REQUIREMENTS WITH OWNER/ARCHITECT.
PROVIDE UNDER COUNTER ACID NEUTRALIZER ZURN MODEL" GREEN TURTLE pHIX" UNIT.
2" V
3
SD1
3" SS
3" SS
WC2
WC1
SD1
4
HALL
108
2" V
4" SS
DATA ROOM
105
2" V
3"FD1
HALL
101
EXIT
117
2
LV1
EWC1
2" V ABV
4" SS
3" SS
EXIT
118
3" SS
LAB
107
SUPER OFFICE
106
INCUBATOR REF.
6
3" SS
LOBBY
100
SOLID MANAGMNT
SUPVISOR
103
3" SS
SK2 5
2" V
OP SUPVISOR
OFFICE
102
QC OFFICE
104
4" SS
3" SS
3" SS
2" V
3"WCO
2" V VTR
DCO
COVERED
ENTRANCE PORCH
115
4" SS
1
1
OF TE
XA
TE
TA
S
PLUMBING DWV PLAN
1
3/16" = 1'-0"
S
ES LIC E N S E D I
G
S IO
NA L EN
ER
OF
PR
SEAN M. RODRIGUEZ
96478
PLUMBING DWV
PLAN
NE
2" V
8/4/2016
6/17/2016
DATE
CHECKED BY:
SMR
DRAWN
AEO
JOB. NO.
5656 S. STAPLES, SUITE 360,
CORPUS CHRISTI, TX 78411
P - 361.852.2727 F - 361.852.2922
TEXAS ENGINEERING FIRM NO.
005318
16063
LAREDO, TEXAS
WOMEN
110
TREATMENT PLANT
3"FD1
EMPLOYEE
WORKROOM
109
4. SEAL ALL WALL, ROOF, AND FLOOR PENETRATIONS WITH UL LISTED FIRE SEALANT.
SK1
2. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, MECHANICAL & STRUCTURAL
DRAWINGS AND SPECIFICATIONS FOR ANY ADDITIONAL REQUIREMENTS.
CITY OF LAREDO
5
08/04/2016
GENERAL NOTES:
2" V
3"WCO
-
16063
SHEET
P-101
REVISIONS:
ADDENDUM #1
-
08/04/2016
OUTDOOR
EMPLOYEE PORCH
116
1/2" HW
1/2"CW&HW TO
LAVS., TYP.
1/2" CW
MECH ROOM
114
REF.
SK1
4
LV1
LV1
3
3
MENS
112
3/4" CW
1/2" HW
1/2" HW
3/4" CW
1 1/4" CW
3/4" HW
WC2
WC1
SHR2
GENERAL NOTES:
SHR1
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE
JOB SITE BEFORE COMMENCING ANY PHASE OF THE WORK. ADJUSTMENTS FOR FIT
AND COORDINATION SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.
NOTIFY ENGINEER OF ANY CONFLICTS, DISCREPANCIES OR OMISSIONS PRIOR TO
COMMENCEMENT OF THE CONTRACT WORK.
1 1/4" CW
1 1/4" HW
2" CW
UR1
EWH1
3/4"CW&HW TO
MS1, TYP.
2. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, MECHANICAL & STRUCTURAL
DRAWINGS AND SPECIFICATIONS FOR ANY ADDITIONAL REQUIREMENTS.
MS1
CUST
111
3. CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES.
1/2"HW&CW
TO SHOWERS,
TYP.
WC2
HALL
108
4. SEAL ALL WALL, ROOF, AND FLOOR PENETRATIONS WITH UL LISTED FIRE SEALANT.
5. PLUMBING CONTRACTOR TO FIELD COORDINATE WITH STRUCTURAL. ROUTE
SANITARY LINES OUT AND AWAY FROM BEAMS WHERE POSSIBLE AND CROSS
BEAMS PERPENDICULAR WITH SLEEVES AS REQUIRED.
WC1
1 1/2" CW
SHR1
1/2" CW
3/4" CW
WATER KEYNOTES:
2" CW
DATA ROOM
105
1/2" HW
2" CW
EWC1
3 LV1
1/2" HW
3/4" CW
LV1 3
WOMEN
110
1/2"CW&HW TO
LAVS., TYP.
EXIT
117
EXIT
118
HALL
101
1/2" CW
1/2" CW
IMB
SUPER OFFICE
106
INCUBATOR REF.
1/2" HW
4
5
1/2" CW
LAB
107
LOBBY
100
OP SUPVISOR
OFFICE
102
SOLID MANAGMNT
SUPVISOR
103
1
PROVIDE 2"CW; REFER TO CIVIL SITE PLAN FOR CONTINUATION.
2
PROVIDE ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTALLATION
INSTRUCTION. REFER TO PLUMBING FIXTURE SCHEDULE FOR SIZE AND TYPE.
COORDINATE ELECTRICAL CONNECTION WITH ELECTRICAL CONTRACTOR. ROUTE
T&P AND PAN DRAIN TO FLOOR SINK.
3
PROVIDE POINT-OF-USE THERMOSTATIC MIXING VALVE AT LAVATORY. SET VALVE TO
DELIVER 105°F TEMPERED WATER. INSTALL PER MANUFACTURER'S INSTALLATION
INSTRUCTION.
4
PROVIDE 1/2"CW LINE AND STOP AT 24"A.F.F. FOR REFRIGERATOR ICE MACHINE.
5
PROVIDE PLUMBING ROUGH-IN FOR COONECTION TO FUME HOOD. FIELD
COORDINATE EXACT HOOD PLUMBING REQUIREMENTS WITH OWNER/ARCHITECT.
QC OFFICE
104
1/2" HW
2" CW
SK2
NFHB1
1
2" CW
COVERED
ENTRANCE PORCH
115
OF
PR
SEAN M. RODRIGUEZ
96478
ES LIC E N S E D I
G
S IO
NA L EN
ER
PLUMBING WATER PLAN
3/16" = 1'-0"
PLUMBING
WATER PLAN
NE
1
OF TE
XA
TE
TA
S
S
1
8/4/2016
6/17/2016
DATE
CHECKED BY:
SMR
DRAWN
AEO
JOB. NO.
P - 361.852.2727 F - 361.852.2922
005318
16063
LAREDO, TEXAS
EMPLOYEE
WORKROOM
109
2
TREATMENT PLANT
2" CW
1 1/4" HW
1 1/4" CW
1/2" CW
CITY OF LAREDO
NFHB1
16063
SHEET
P-201
REVISIONS:
ADDENDUM #1
3/4" CW
-
08/04/2016
1/2" HW
NFHB1
SK1
2" CW
3/4" HW
1/2" CW
3/4" CW
1/2" HW
2" CW
1/2" HW
1/2" HW
3/4" CW
SA1
1/2" CW
3/4" CW
1/2" HW
1/2" CW
1/2" CW
3/4" CW
3/4" HW
2" CW
SA1
2" CW
LV1
1/2" CW
1/2" HW
3/4" CW
3/4" HW
SA1
1/2" HW
3/4" CW
3/4" CW
EWC1
SK2
1/2" HW
LV1
1/2" CW
MS1
UR1
WC2
1 1/4" CW
1 1/4" HW
SA1
1/2" HW
1/2" CW
1/2" HW
1/2" CW
3/4" CW
1 1/4" HW
LV1
NFHB1
LV1
1/2" CW
1/2" HW
1 1/4" CW
WC2
1 1/2" CW
WC1
1 1/2" CW
TO EWH1
2" V VTR
2" CW
1/2" CW
1/2" HW
SHR1
1/2" HW
SHR2
1/2" CW
SHR1
1
2" V
WATER RISER DIAGRAM
2
3" SS
2" V VTR
2" V
4" V VTR
CITY OF LAREDO
2" V
2" V
2" V
2" V
2" V
2" V
3" SS
2" V
2" V
2" V
2" V
2" V
4"LV1
V
2" V
LV1
2" V
SK2
3" SS
2" V
UR1
2" V ABV
EWC1
SHR2
WC2
2" V
WC2
WC1
4" SS
3" SS
LV1
2" SS
3"FD1
2" V
2" SS
SD1
SD1
SHR1
2" V
SD1
4" SS
4" SS BEL
3" SS
SHR1
3"FD1
WC1
LV1
2" V
3" SS
2" V
2" V
MS1
3"FD1
2" V
2" V
SD1
SD1
SD1
3" WCO
3" SS
FS1
3" SS
3" SS
3" SS
3" SS
4" SS
S
PLUMBING
RISER
DIAGRAMS
OF TE
XA
TE
TA
S
4" SS
DCO
4" SS
DWV RISER DIAGRAM
NE
8/4/2016
4" SS
1
ER
OF
PR
SEAN M. RODRIGUEZ
96478
ES LIC E N S E D I
G
S IO
NA L EN
6/17/2016
DATE
CHECKED BY:
SMR
DRAWN
AEO
1
JOB. NO.
P - 361.852.2727 F - 361.852.2922
005318
16063
LAREDO, TEXAS
2" SS
TREATMENT PLANT
SK1
16063
SHEET
P-401

1 - City of Laredo

Transcription

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