Attachment2-Drawings-W912C322R0003-ReplacementChillerSystem-Bldg1070-20220627 - Copy.pdf
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- Solicitation number
- W912C322R0003
About this file
This document provides details for a federal contract solicitation to replace a chiller system at Building 1070 on Fort Buchanan in Puerto Rico. The requirement includes labor, equipment, materials, insurance, supervision, and all necessary work to perform the replacement of the chiller system. It is issued as a 100% total small business set aside with a NAICS code of 238220 for plumbing, heating, and air conditioning contractors and a PSC of N041 for installation of refrigeration and air conditioning equipment. The small business size standard is $16.5 million. The estimated value of the contract is between $1 million and $5 million. A bid bond of 20% of the proposed price is required. Attachments include proposal, drawing, statement of work, safety plan, and accident prevention plan templates. The solicitation is posted on SAM.gov and any amendments must be signed and submitted with proposals. Proposals from vendors not registered in SAM may be ineligible for award. Points of contact are provided for any request for information. The Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Hood is the issuing agency.
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Text version
N
Substation
Cooling Towers
Mechanical Room
45 '
12.5 '
32 '
33 '
14 '
5 '
23'
48'
STORAGE
Rental Chiller Area
Install new Rental Chiller to pipe connectors
NORTH VIEW
SOUTH VIEW WEST VIEW
EAST VIEW
ISOMETRIC VIEW
TOP VIEW
0" 50" 100"
A 100
SCALE: 1:100
192 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
EXISTING
CONDITIONS
CHILLER SYSTEM
REPLACEMENT
BLDG. 1070
ANTILLES
HIGH SCHOOL
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
PROJECT MANAGER
PROJECT TEAM
ANIBAL NEGRON
DIRECTOR OF PUBLIC WORKS
ENGINEER DIV. CHIEF
LUIS TORRES
RECOMENDED APPROVAL
J. ROMAN/O.GONZALEZ
A. MOJICA/I.IRIZARRY
O. GONZALEZ
R. REYES / F. ZAYAS
SHEET TITLE NAME
APPROVAL
480"
66"66"
198" 24"
12" FLOOR DRAIN (6ea)
55" 32"
91"
60"
65"
125"
222"
115"
67" 180"
72"
96" 80"
32"
152"
27"
312"
24"
384"
Entrance
Water Drainage Route
+2"+ 1" + 1"
210"
100"
94"
76"
DEMOLITION & NEW WORKS NOTES:
LEFT VIEW
TOP VIEW
FRONT VIEW
BACK VIEW
RIGHT VIEW
EXISTING ISOMETRIC VIEW
NEW METAL DOOR DETAIL
INSTALL NEW GALVANIZED METAL FRAME.1.
INSTALL NEW GALVANIZED DOUBLE HOLLOW 2.
METAL FLUSH DOORS 3' x 7' x 1-3/4".
REMOVE AND DISPOSE EXISTING DOUBLE HOLLOW METAL DOOR,1.
FRAME AND HARDWARE.
PRESSURE WASH INTERIOR OF MECHANICAL ROOM AND APLLY INTERIOR PAINT2.
AS DESCRIBED IN THE SOW.
INSTALL NEW DOUBLE METAL DOOR, FRAME AND HARDWARE. (See Civil Scope of 3.
Work for Material Specification).
REMOVE AND DISPOSE EXISTING WALL LOUVERS, 8 OPENINGS OF 5' - 6" x 8' - 4".4.
SEAL ALL LOUVERS OPENING WITH CONCRETE MASONRY UNITS (CMU). (See 5.
sheet A 102 Details).
REPAIR FLOOR SLAB SLOPES TO AVOID STAGNANT WATER. (See Civil Scope of 6.
Work for Product Description).
0" 30" 60"
Scale 1" : 60"
+ 2"
A 101
SCALE: 1:60
193 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
MECHANICAL ROOM
CIVIL WORKS
CHILLER SYSTEM
REPLACEMENT
BLDG. 1070
ANTILLES
HIGH SCHOOL
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
PROJECT MANAGER
PROJECT TEAM
J. ROMAN/O.GONZALEZ
A. MOJICA/I.IRIZARRY
O. GONZALEZ
R.REYES/ F.ZAYAS
SHEET TITLE NAME
RECOMENDED APPROVAL
DIRECTOR OF PUBLIC WORK
ANIBAL NEGRON
APPROVED
ENGINEER DIV. CHIEF
LUIS TORRES
Entrance
DETAIL Concrete Pad
SCALE 1 : 40
Entrance
T = 5" 18"
3,000 psi Concrete Slab Perimetor Apron (See note 2)
Note 3
120"
60"
Horizontal Truss Joint Reinforcement Every Other Row.
Reinforcement # 3 @ 16".
Existing Wall
Steel Bar x 12" Every other Row Horizontal Embed into Concrete Wall 4" & Set W/ Epoxy.
Existin Wall
AB
AB
Lintel.
Fill with Non Shrink Grout with 1/2" maximun zise Equal or Similar to SAKRETE.
4"
4"
16" 4"
SECTION AB-AB
6" Concrete Blocks Reinforced with #3 @ 16" Vertical
# 3 Reinf. Bar @ 16" O.C.
Embeded into floor slab 4" Set W/ Epoxy, Fill Entire Cell W/ Concrete Grout.
ISOMETRIC VIEW
CONSTRUCTION NOTES:
INSTALL NEW CONCRETE PAD IN ACORDANCE WITH NEW CONDENSER1.
CONCRETE SLAB DETAIL IN THIS SHEET.
INSTALL RE-BARS # 4 @ 12" EACH WAY.1.
INSTALL 2 REBAR # 4 CONT. AT APRON.2.
INSTALL 6 MIL VAPOR BARRIER.3.
NEW CONDENSER CONCRETE SLAB DETAIL
STEEL REINFORCEMENT NOTES:
INSTALL NEW CONCRETE MASONRY UNITS (CMU) IN ACORDANCE1.
WITH CMU WALL DETAILS ON THIS SHEET.
CONSTRUCTION NOTES:
# 4 @ 12" E.W.
(See note 1)
CONCRETE MASONRY UNIT (CMU)
WALL DETAILS
A 102
SCALE: NTS
194 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
NEW WALLS AND
CONCRETE PADS
INSTALLATION
CHILLER SYSTEM
REPLACEMENT
BLDG. 1070
ANTILLES
HIGH SCHOOL
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
PROJECT MANAGER
PROJECT TEAM
O. GONZALEZ
A. MOJICA/I.IRIZARRY
J. ROMAN/O.GONZALEZ
R. REYES/F. ZAYAS
SHEET TITLE NAME
DIRECTOR OF PUBLIC WORK
ANIBAL NEGRON
APPROVED
ENGINEER DIV. CHIEF
RECOMENDED APPROVAL
See new pump concrete pad detail on this sheet
See new pipe concrete support detail on this sheet
13"
60"
64"
20"
6" 6"
8"
19"
R4"
Hot Deep Galvanized Steel Clamp
1/16" Neoprene Insulation Material
Similiar or Equal to HILTI KWIK Bolt KB3 Stanless Steel 1/2" x 5.5" W/ MIN.
ISOMETRIC VIEW
CONCRET SLAB STEEL REINFORCEMENT NOTES:
INSTALL DOWEL # 4 X 12" @ 12" AS 1.
VESTICAL REINFORCEMENT ( 3" EMBEDED
IN EXISTING FLOOR SLAB).
INSTALL REBAR # 4 @ 12" each way. 2.
(CENTERED ON SLAB).
NEW PUMP CONCRETE PAD DETAIL
CONCRETE PEDESTALS SHALL BE 3,000 psi CONCRETE @ 28 DAYS.1.
REINFORCEMENT f 'c 60 SHALL BE USED TO REINFORCED CONCRETE.2.
INSTALL 8" PIPE CLAMP WITH 1/16 NEOPRENE INSOLATION MATERIAL AROUND THE PIPE.3.
FLOOR DOWEL SHALL BE EMBEDED 4" INTO THE FLOOR SLAB BONDED WITH EPOXY.4.
CONSTRUCTION NOTES:
NEW PIPE CONCRETE SUPPORT DETAIL
PEDESTAL STEEL REINFORCEMENT NOTES:
INSTALL 3 DOWEL # 4 X 14" AS VERTICAL 1.
REINFORCEMENT ( 3" EMBEDED IN
EXISTING FLOOR SLAB).
INSTALL REBAR # 4 @ 12" E.W. ( 4" ABOVE 2.
FLOOR LEVEL) FOR HORIZONTAL
REINFORCEMENT.
PIPE CLAMP DETAIL
A 103
SCALE: 1:10
195 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
NEW CONCRETE
PEDESTALS & CONC.
SLAB
CHILLER SYSTEM
REPLACEMENT
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
PROJECT MANAGER
PROJECT TEAM
ANTILLES
HIGH SCHOOL
BLDG. 1070
O. GONZALEZ
A. MOJICA/I.IRIZARRY
J. ROMAN/O.GONZALEZ
R. REYES/F. ZAYAS
SHEET TITLE NAME
DIRECTOR OF PUBLIC WORK
ANIBAL NEGRON
APPROVED
ENGINEER DIV. CHIEF
NORTH VIEW
205"
BEAM CONNECTION DETAILS
104" 36"
152"
24"24"
128"
24"
24"
72"
IN ACORDANCE WITH MANUFACTURER SPECIFICATIONS
DETAIL Cooling Tower Support
SCALE 1 : 20
TOWER
COLLECTION
BASING
W8x24
7 - 7/8"
3/8"
1/2"
6 - 1/2"
FOR DEMOLITION WORK REFER TO SHEET M100.1.
REPAIR EXISTING CONCRETE PEDESTALS FOR BEAMS ALIGNMENT. (See SOW for material 2.
specifications).
INSTALL TWO (2) NEW (W 8 x 24) BEAMS CONNECTED TO EXISTING CONCRETE PEDESTALS.3.
LENGTH, WIDTH AND HOLES FOR BOLTS ANCHORAGE ON NEW BEAMS MAY VARY 4.
DEPENDING ON THE EQUIPMENT TO BE INSTALLED.
APPLY ANTI-CORROSIVE COATING EQUAL OR SIMILAR TO RUST-OLEUM ON NEW BEAMS.5.
CONSTRUCTION NOTES:
I-BEAM WORKS
(16ea) 5/8" x 6" Equal or Similiar to HILTI KWIK Bolt KB3 Stainless Steel
EXISTING CONCRETE PEDESTAL
TO REPAIR
HOST AND INSTALL TWO (2) NEW COOLING TOWERS WITH DUAL INLET CONNECTION IN 1.
ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
CONSTRUCTION NOTES:
EQUIPMENT SCHEDULE
TOWER MODEL
(equal or similar to)
PERFORMANCE
CONDITIONS MOTOR DATA TOWER DIMENSIONS WEIGHTS
Quantity of (1) Marley NC class Diamond Series model NC8401NAN factory assembled 2-Cell crossflow Cooling Tower
Per 2-cell tower.
960 gpm 96.0F hot water 86.0F entering WB
NEMA 10HP 1 speed / 1 wind 3 phase / 60 Hz / 230/460v 1.15sf / TEFC
1800 RPM
Premium Efficiency Inverter duty nameplated
Each cell:
Length 6'-6 1/4" Width 12'-10" Height 10'-1 1/4" Per 2-cell tower:
Length 16'-6 5/8" Width 12'-10' Height 13'-4 5/8"
Per cell:
Shipping: 5,179 lb Operating: 9,002 lb Per 2 cell tower:
Shipping: 10,357 lb Operating: 18,003 lb
A 104
SCALE: 1:50
196 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
NEW ANCHORING
WORKS
CHILLER SYSTEM
REPLACEMENT
BLDG. 1070
ANTILLES
HIGH SCHOOL
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
PROJECT MANAGER
PROJECT TEAM
J. ROMAN/O.GONZALEZ
A. MOJICA/I.IRIZARRY
O. GONZALEZ
R. REYES/ F. ZAYAS
SHEET TITLE NAME
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
DIRECTOR OF PUBLIC WORKS
ANIBAL NEGRON
APPROVAL
ENGINEER DIV. CHIEF
NORTH VIEW
184"
105"
80"
8"
94"
166"
80"
196"
84"
24"
46"
266"
123"
228"
72"
Structure Steel Bin
205"
2.75"
0.5"
0.5" 6"
5" 6"
COOLING TOWER
COOLING TOWER UPPER PIPES
COOLING TOWER LOWER PIPES
GENERAL NOTES:
BEFORE ANY DEMOLITON, CONTRACTOR SHALL INSTALL A TEMPORARY RENTAL, 250 R-ton AIR COOLER 1.
CHILLER INCLUDING CHILL WATER PUMP AND ELECTRICAL CONNECTION.
REMOVE AND DISPOSE EXISTING COOLING TOWERS INCLUDING 2.
ACCESSORIES AND STEEL I-BEAMS.
REMOVE AND DISPOSE EXTERIOR BLUE DUCTILE IRON PIPES3.
INCLUDING SUPPORTS AND DESCRIBED COMPONENT ON THE UPPER AND LOWER PIPES.
INSTALL BLIND FLANGE AT THE INLET AND OUTLET CONNECTIONS AT EACH HEAT EXHANGER DURING4.
ALL CONSTRUCTION PERIOD.
FOR NEW COOLING TOWERS INSTALLATION REFER TO SHEET A 104.5.
ITEM NO. PART NUMBER QTY.
1 Slip On Flange 150-
NPS8 11
2 8 in, Ductile Iron Pipes 78 L. Ft
Gate Valve (ASME B16.34) Flanged End, Class 150, NPS 8, RF
4 Bray Serie 70, Electric Acutator Valve 2
ITEM NO. PART NUMBER QTY.
1 8" TEE 2
2 8 in, Ductile Iron Pipes 68 L. Ft
Gate Valve (ASME B16.34) Flanged End, Class 150, NPS
8, RF
4 Bray Serie 70, Electric Acutator Valve 4
5 FLOW CONTROL VALVE 4
M 100
SCALE: 1:50
197 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
MECHANICAL
DEMOLITION WORKS
CHILLER SYSTEM
REPLACEMENT
BLDG. 1070
ANTILLES
HIGH SCHOOL
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
PROJECT TEAM
O. GONZALEZ
DRAFTER
A. MOJICA/I.IRIZARRY
J. ROMAN/O.GONZALEZ
PROJECT MANAGER
R. REYES/ F. ZAYAS
SHEET TITLE NAME
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
DIRECTOR OF PUBLIC WORKS
ANIBAL NEGRON
APPROVAL
ENGINEER DIV. CHIEF
166"
80"
196"
84"
24"
46"
266"
123"
228"
72"
SPECIAL NOTE:
PIPING LENGTH MAY VARY ACCORDING TO THE INSTALLATION OF•
THE NEW MECHANICAL COMPONENTS.
NORTH VIEW
ISOMETRIC VIEW
TOP VIEW
COOLING TOWER UPPER PIPES
INSTALL NEW 8" DUCTIL IRON PIPES INCLUDING TEE, ELBOWS, REDUCERS & PIPES SUPPORT TO CONNECT THE NEW COOLING TOWERS 1.
SYSTEM TO THE EXISTING REMAINING CONDENSING PIPES ON THE MECHANICAL ROOM.
INSTALL FOUR (4) NEW ELECTRIC ACTUATOR EQUAL OR SIMILIR TO BRAY SERIE 70 ACTUATOR VALVE TYPE 4,4X, 2000 TORQUE, 30 SPEED, 2.
PHASE 1, 50-60Hz & 115VOLT.
INSTALL THREE (3) NEW GATE VALVES EQUAL OR SIMILAR TO CRANE 465 1/2 GATE VALVE BRONZE TRIM. CAST IRON, INLET TO OUTLET 8" , END 3.
STYLE FLANGE.
INSTALL FOUR (4) NEW FLOW CONTROL VALVE EQUAL OR SIMILAR TO MARLEY HC FLOW CONTROL VALVE.4.
ANTI-CORROSIVE COATING EQUAL OR SIMILAR TO RUST-OLEUM SHALL BE USED TO COVER SUSCHS PIPES AND SUPPORTS.5.
CONTRACTOR SHALL APPLY ONE (1) COAT OF PRIMER AND TWO (2) COAT OF INDUSTRIAL MARINE ENAMEL PAINT SIMILIAR 0R EQUAL TO V7400 6.
BY RUST OLEUM.
CONTRUCTION NOTES:
COOLING TOWER LOWER PIPES
ITEM NO. PART NUMBER QTY.
1 8" TEE 2
2 8 in, Schedule 80 68L.Ft
Gate Valve (ASME B16.34) Flanged End, Class 150, NPS 8, RF
4 Bray Serie 70, Electric Acutator Valve 4
5 FLOW CONTROL VALVE 4
ITEM NO. PART NUMBER QTY.
1 Slip On Flange 150-
NPS8 11
2 Pipe 8 in, Sch 80 78L.Ft
Gate Valve (ASME B16.34) Flanged End, Class 150, NPS 8, RF
4 Bray Serie 70, Electric Acutator Valve 2
M 101
SCALE: 1:50
198 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
NEW OUTDOOR
CONDENSING WATER
DUCTILE IRON PIPES
CHILLER SYSTEM
REPLACEMENT
BLDG. 1070
ANTILLES
HIGH SCHOOL
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
PROJECT MANAGER
PROJECT TEAM
J. ROMAN/O.GONZALEZ
A. MOJICA/I.IRIZARRY
O. GONZALEZ
R. REYES / F. ZAYAS
SHEET TITLE NAME
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
DIRECTOR OF PUBLIC WORKS
ANIBAL NEGRON
APPROVAL
ENGINEER DIV. CHIEF
A
B
C
D
Pumps to Dispose
Pumps to Dispose
A
98" 31"
33"
36"18"
152"
102"
18"
44"
B
100"
97"
43"
134"
49"
28"
C
10" 17"
D
173"
76"
61"
80"
61"
CONSTRUCTION NOTES:
REMOVE AND DISPOSE EXISTING SIX PUMPS INCLUDING 1.
GAUGES, VFDs AND METAL SUPPORT STRUCTURES.
CLEAN THE EXISTING TO REMAIN CONDENSING 8" DUCTILE2.
IRON PIPE AND APPLY ONE (1) COAT OF PRIMER AND TWO (2) COAT OF
INDUSTRIAL MARINE ENAMEL PAINT SIMILIAR 0R EQUAL TO V7400 BY RUST OLEUM.
TO BE REMOVE
PUMPS CIRCUIT HP MANUFACTURE
2 CONDENSING 5 TACO
2 CHILL WATER 7.5 TACO
2 CW 10 TACO
M 102
SCALE: 1:40
199 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
PUMPS REMOVAL AND
CONDENSING PIPES
MAINTENANCE
CHILLER SYSTEM
REPLACEMENT
BLDG. 1070
ANTILLES
HIGH SCHOOL
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
PROJECT MANAGER
PROJECT TEAM
J. ROMAN/O.GONZALEZ
A. MOJICA/I.IRIZARRY
O. GONZALEZ
R. REYES/ F. ZAYAS
SHEET TITLE NAME
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
ANIBAL NEGRON
DIRECTOR OF PUBLIC WORKS
APPROVAL
LUIS TORRES
40"
83"
25"
18"
152"
241"
48"
25"
184"
A-1
CHILL WATER PIPES EXPLODE VIEW
10"
77"
14"
36"
87"
34"
72" 18"
207"
A-2
36"
64"23"
64" 22"
22"
78"
15"
46"
A-3
A-4
B
A-1
C
D
A-2A-3
ISOMETRIC VIEW
97"
C
63"
43"
113" 280"82"
39"
25"
D
84"
112"
186"
106"
43"
B
36"
25"
211"
110"
68"
REMOVE AND DISPOSE EXISTING CHILL WATER PIPES INSULATION INCLUDING SECONDARY PIPES AND INSULATED COMPONENTS.1.
REMOVE AND DISPOSE GATE VALVES, ALL PRESSURE AND TEMPERATURE GAUGES. LEAVE THE SPACES PREPARE FOR THE INSTALLATION 2.
OF THE NEW COMPONENTS.
CLEAN, BRUSH AND FLUSH THE EXISTING CHILL WATER DUCTILE IRON PIPE AND APPLY ONE (1) COAT OF DUCTILE IRON ANTI CORROTION 3.
COATING AND TWO (2) COATS OF WATER PROOF THERMALLY INULATING PAINT. MUST FOLLOW ANSI / ASME PIPE COLOR CODE STANDARDS.
INSTALL NEW 6" GATE VALVE WITH ALL ACCESSORIES FOR PROPER OPERATION. (Refere to Existing Component to Replace table on this sheet).4.
INSTALL NEW PRESSURE GAUGES EQUAL OR SIMILAR TO 620B TRERICE CONTRACTOR GAUGE AT THE SAME LOCATIONS OF THE REPLACED 5.
ONES.
INSTALL NEW TEMPERATURE GAUGES EQUAL OR SIMILAR TO TRERICE HYDRO-THERM AT THE SAME LOCATIONS OF THE REPLACED ONES. 6.
INSTALL NEW WITHE COLOR PVC TYPE INSULATION ALONG THE PIPES IN THEIR APPROPIATE SECTIONS AS DESCRIBE ABOVE AND INCLUDE 7.
SECONDARY ROUTES AND THEIR COMPONENT.
INSTALL SYSTEM PIPE MARKERS WITH ARROW BANDING TAPE (WHITE ON GREEN). MUST FOLLOW ANSI / ASME PIPE COLOR CODE STANDARS 8.
A13.1.
CONSTRUCTION NOTES:
TABLE: EXISTING COMPONENTS TO REPLACE
AIR SEPARATOR TANK
ITEM NO. PART NUMBER QTY.
1 Gate Valve (ASME B16.34) Flanged End, Class 150, NPS 8, RF 12
2 6 in, Ductile Iron Pipes Insulation 350ft
3 Pressure Gage 10
4 Air Separator Tank Insulation 1
M 103
SCALE: 1:50
19of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
CHILLER SYSTEM
REPLACEMENT
BLDG. 1070
ANTILLES
HIGH SCHOOL
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
PROJECT MANAGER
PROJECT TEAM
J. ROMAN/O.GONZALEZ
A. MOJICA/I.IRIZARRY
O. GONZALEZ
CHILL WATER PIPES
COMPONENT & INSULATION
REPLACEMENT
R. REYES/ F.ZAYAS
SHEET TITLE NAME
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
ANIBAL NEGRON
DIRECTOR OF PUBLIC WORKS
APPROVAL
LUIS TORRES
NOTE 1
NOTE 3
NOTE 2
A
NEW PIPE AND PUMP ASSEMBLE
Chiller and Pumps are for illustrative purposes only.
B
C
70"
45"
70"
100"
18"
NOTE 5
NOTE 6
162"
21"
TO CONNECT TO
THE PIPE ( B ) TEE
32"NOTE 7
REMOVE TO DISPOSE THE EXISTING ELBOW TO BE REPLACE WITH AN 8" TEE.1.
REMOVE TO RELOCATE AS INDICATED THE EXISTING VIBRATION INSULATOR PIPE CONNECTOR.2.
REMOVETO RELOCATE AS INDICATED THE GATE VALVE.3.
INSTAL NEW 8" DUCTILE IRON PIPE WITH THE CORRESPONDING REDUCER AS INDICATE ON ROUTE ( A ) INCLUDING NEW GATE VALVE 4.
AND VIBRATION ISULATOR PIPE CONNECTOR.
REMOVE TO DISPOSE THE EXISTING ELBOW TO BE REPLACE WITH AN 8" TEE.5.
INSTAL NEW 8" DUCTILE IRON PIPE WITH THE CORRESPONDING REDUCER AS INDICATE ON ROUTE ( B ) INCLUDING NEW 8" TEE, 6.
SWING CHECK VALVE, GATE VALVE AND VIBRATION ISULATOR TO CONNECT TO THE PUMP.
REMOVE TO DISPOSE THE EXISTING ELBOW TO REPLACE IT WITH AN 8" TEE. INSTAL NEW 8" DUCTILE IRON PIPE AS INDICATE ON 7.
ROUTE ( C ) AND CONNECT TO THE ROUTE ( B ) 8" TEE. INSTALL NEW GATE VALVE AS INDICATE IN ROUTE ( C ).
APPLY ONE COAT OF PRIMER AND TWO COAT OF INDUSTRIAL BLUE MARINE ENAMEL PAINT EQUAL OR SIMILAR TO V7400 BY RUST OLEUM.8.
INSTALL SYSTEM PIPE MARKERS WITH ARROW BANDING TAPE (WHITE ON GREEN). MUST FOLLOW ANSI / ASME PIPE COLOR CODE 9.
STANDARD A.13.1.
CONSTRUCTION NOTES:
SPECIAL NOTES:
THE PIPING CONNECTING TO THE CONDENSER PUMPS IS FOR ILLUSTRATION PURPOSES ONLY. THE • REDUCTIONS IN DIAMETERS AND THE ORIGINAL CONNECTION IS CONDITIONED TO THE MODEL AND DIMENSIONS OF THE ACTUAL AND NEW PUMPS. THE CONTRACTOR SHALL PROVIDE INSTALLATION
DRAGWINGS AS PART OF THE EQUIPMENT SUBMITTA
DOUBLE SUCTION CENTRIFUGAL PUMP
INSTALL FOR THE CONDENSING PIPES THREE•
( 3 ) NEW CENTRIFUGAL PUMPS EQUAL OR SIMILAR TO BELL &
GOSSET BASE MOUNTED - DOUBLE SUCTION CENTRIFUGAL
PUMPS.
INSTALL NEW 5 HP VFDs WITH CORRESPONDING ENCLOUSURES •
FOR NEW 3 CONDENSING PUMPS EQUAL OR SIMILIAR TO FP
SERIES 2 DRIVE WITH DISCONNECT NEMA TYPE 3R 480V. See details on Sheet E 103.
INSTALL FOR ALL CONDENSING PUMPS PRESSURE GAGES. (See • Sheet M105 for details).
INSTALL INLET AND OUTLET CHILLER CONDENSING PIPES, NEW •
TEMPERATURE GAGES. (See Sheet M105 for details).
DETAIL A
DETAIL B
DETAIL C DETAIL C
NEW PIPE AND PUMP ASSEMBLE
Bell & Gossett Base Mounted - Double Suction Centrifugal Pumps MODEL RPM Hz IMPELLER HP PHASE VOLTS GPM Ft HEAD
HSC-S 4X6X10A
Bronzed Fitted 1,800 60 6 inch 5 3 208,230,460 480 10
M 104
SCALE: 1:50
1911 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
NEW CONDENSING
PUMPS
CHILLER SYSTEM
REPLACEMENT
BLDG. 1070
ANTILLES
HIGH SCHOOL
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
PROJECT MANAGER
PROJECT TEAM
J. ROMAN/O.GONZALEZ
A. MOJICA/I.IRIZARRY
O. GONZALEZ
R. REYES/F. ZAYAS
SHEET TITLE NAME
DIRECTOR OF PUBLIC WORK
ANIBAL NEGRON
APPROVED
ENGINEER DIV. CHIEF
CW Pump 4
CW Pump 3
CW Pump 2
CW Pump 1
RV
RV
RV
INSTALL FOR THE CHILL WATER (CW) PIPES FOUR ( 4 ) NEW •
CENTRUFUGAL PUMPS EQUAL OR SIMILAR TO BELL & GOSSET BASE
MOUNTED - DOUBLE SUCTION CENTRIFUGAL PUMPS.
INSTALL NEW 20 HP VFDs WITH CORRESPONDING ENCLOSURE FOR •
NEW 1 & 2 PRIMARY PUMPS.
INSTALL NEW 10 HP VFDs WITH CORRESPONDING ENCLOSURE FOR •
NEW 3 & 4 PUMPS EQUAL OR SIMILIAR TO FP SERIES 2 DRIVE WITH
FUSE & DISCONNECT NEMA TYPE 3R 480V. See details on Sheet E 103.
DOUBLE SUCTION CENTRIFUGAL PUMP
INSTALL FOUR (4) NEW DOUBLE SUCTION CENTRIFUGAL PUMPS FOR CHILL WATER (CW) PIPES.1.
INSTALL FOR ALL CHILL WATER PUMPS PRESSURE GAGES.2.
INSTALL INLET AND OUTLED CHILLER CHILL WATER PIPES, NEW TEMPERATURE GAGES. 3.
(See Pressure & Temperature Gages Notes Below).
INSTALL THREE (3) NEW ANTI-CORROSION AIR RELIEF VALVE (RV) ON HIGHEST POINT OF CONDENSING AND CHILL WATER PIPES.4.
CONSTRUCTION NOTES:
INSTALL FOR EACH PUMP (INLET & OUTLET CONNECTION) PRESSURE GAGES EQUAL OR 1.
SIMILAR TO 620B TRERICE CONTRACTRO GAUGE.
INSTALL TEMPERATURE GAGES EQUAL OR SIMILAR TO TRERICE HYDRO-THERM. 2.
INSTALL NEW (NTP) 1/4" NIPPLE W/ BALL VALVE PER EACH PRESSURE GAUGE.3.
PRESSURE AND TEMPERATURE GAGES
PRIMARY PUMPS 1 & 2 TABLE
SECUNDARY PUMPS 3 & 4 TABLE
INSTALL AS INDICATE THREE (3) NEW ANTI-CORROSIVE RV1.
EQUAL OR SIMILAR TO 1in FLOMATIC WITH CORRESPONDING PIPE NIPPLE.
AIR RELIEF VALVE (RV)
Bell & Gassett Base Mounted - Double Suction Centrifugal Pumps MODEL RPM Hz IMPELLER HP PHASE VOLTS GPM Ft HEAD e-HSC 3x5x10.5 Bronzed Fitted 1,800 60 7.125" 20 3 208,230,460 384 104
Bell & Gassett Base Mounted - Double Suction Centrifugal Pumps MODEL RPM Hz IMPELLER HP PHASE VOLTS GPM Ft HEAD e-HSC 4x6x15.5 Bronzed Fitted 1,800 60 7.125" 10 3 208,230,460 384 10
M 105
SCALE: 1:50
1912 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
NEW CHILL
WATER PUMPS
CHILLER SYSTEM
REPLACEMENT
BLDG. 1070
ANTILLES
HIGH SCHOOL
TORO STREET
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
PROJECT MANAGER
PROJECT TEAM
R. REYES/F. ZAYAS
J. ROMAN/O.GONZALEZ
A. MOJICA/I.IRIZARRY
O. GONZALEZ
SHEET TITLE NAME
FORT BUCHANAN
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
DIRECTOR OF PUBLIC WORK
ANIBAL NEGRON
APPROVED
ENGINEER DIV. CHIEF
60"
24"12"
AC
AC
ISOMETRIC VIEW
Refrigerant Detector See Sheet M107 for Details.
136"
36"
48"
SECTION AC-AC
AD
AD
36"50"
93"
142"
44"
SECTION AD-AD
See Sheet M 108 for Installation Details
INSTALL TWO (2) NEW FIVE (5) TON ea A/C SYSTEM EQUAL OR SIMILAR TO:1.
MEDIUM STATIC PRESSURE CASE CONCEALED DX FAN/COILS / FAN COILS STATIC •
PRESSURE.
Model: ECDT 60, 60,000 Bth/hr, 50-60 Hz, Single Phase, 220/240v.•
INSTALL TWO (2) NEW DISCONNET SWITCH. (See sheet E 103)2.
NEW A/C SYSTEM
THE TUBES CONNECTING TO THE CONDENSERS & EVAPORATOR IS FOR THE ROUTE•
ILUSTRATION PURPOSES ONLY. CONNECTION IS CONDITIONED TO THE MODEL AND
DIMENSIONS OF THE NEW AC SYSTEM.
PVC DRAINAGE PIPE SHALL BE INSTALLED ADJACENT TO REFRIGERANT PIPE TO •
DRAIN ABOVE A SPLASH BLOCK OUTSIDE THE BUILDING.
SPECIAL NOTES:
INSTALL AT THE LEFT SIDE WALL NEW HOT DIP GALVANIZE STEEL ANGULAR TO SUPPORT1.
THE NEW STRUT CHANNEL.
INSTALL NEW SOLID STRUT CHANNEL WELDED ON THE NEW STEEL ANGULAR AND ON THE 2.
EXISTING JOIST.
INSTALL TWO (2) NEW AC SYSTEM 5 TON, 60,000 Btu/hr ea, INCLUDING VIBRATION ISOLATOR, 3.
REFRIGERANT PIPES, INSULATION, DRAINAGE PIPING SYSTEM SCH. 40 WITH HUMIDITY CONTROL
CAPABILITY, TO BE INSTALLED AT THE MECHANICAL ROOM.
THE NEW AC SYSTEM SHALL INCLUDE NEW ELECTRICAL CONNECTION FOR DEDICATED 4.
DISCONNECTED SWITCH.
ALL EXTERIOR REFRIGERANT PIPE SHALL HAVE AN ALUMINUM JACKET.5.
CONSTRUCTION NOTES:
M 106
SCALE: 1:70
1913 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
NEW AIR CONDITIONER
SYSTEM
CHILLER SYSTEM
REPLACEMENT
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
PROJECT MANAGER
PROJECT TEAM
ANTILLES
HIGH SCHOOL
BLDG. 1070
O. GONZALEZ
A. MOJICA / C.IRIZARRY
J. ROMAN / O.GONZALEZ
R. REYES / F. ZAYAS
SHEET TITLE NAME
DIRECTOR OF PUBLIC WORK
ANIBAL NEGRON
APPROVED
ENGINEER DIV. CHIEF
Discharge Point
Supply Point
Entrance
AF
AF
60"
92"
SECTION AF-AF / NEW REFRIGERANT LEAK DETECTION
CONTRACTOR SHALL INSTALL A NEW FOUR (4) ZONE RLDS EQUAL OR 1.
SIMILAR TO:
EMERSON CLIMATE TECHNOLOGIES MODEL HGM 120/240VAC, 50/60 Hz.•
CONSTRUCTION NOTES:
REMOVE AND DISPOSE EXISTING SHOWER / EYEWASH INCLUDING 1.
ACCESSORIES.
NEW EQUIPMENT SHALL BE INSTALLED AT SAME LOCATION AS THE 2.
EXISTING.
INSTALL AND CONNECT A NEW SHOWER / EYEWASH FLOOR SUPPORTED 3.
FREE STANDING UNIT. PROVIDE DELUGE SHOWER HEAD, STAY-OPEN
BALL VALVE OPERATED BY PULL ROD OR TRIANGULAR HANDLE. PROVIDE
EYEWASH AND STAY-OPEN BALL VALVE OPERATED BY FOOT TREADLE OR
PUSH HANDLER.
CONSTRUCTION NOTES:
Multiple refrigerant gases and multiple area monitoring system for low level • continuos monitoring of CFC, HCFC, and HFC refrigerant gases. System must compliance to the refrigerant monitoring requirements of ANS/BSN ASHRE 15, ASHRE Safety Code 34 and EPA Section 608.
REFRIGERANT LEAK DETECTION SYSTEM (RLDS)
ISOMETRIC VIEW SHOWER / EYEWASH STATION
Entrance
M 107
SCALE: 1:70
1914 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
NEW EYE WASH &
REFRIGERANT LEAK
DETECTOR
CHILLER SYSTEM
REPLACEMENT
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
PROJECT MANAGER
PROJECT TEAM
R. REYES/F. ZAYAS
J. ROMAN/O.GONZALEZ
O. GONZALEZ
BLDG. 1070
ANTILLES
HIGH SCHOOL
A.MOJICA/ C. IRIZARRY
SHEET TITLE NAME
DIRECTOR OF PUBLIC WORK
ANIBAL NEGRON
APPROVED
ENGINEER DIV. CHIEF
3/8" - 16 Thread Steel Threaded Rod
3/8" - 16 TH Hight-Strength Steel Serrated Flange Lucknuts
4"
4"
1/4"
Hot Dip Galvanizer Steel Angular
6"
Existing Truss
Solid Strut Channel Welded to Existing Truss
Screw Steel Angular to Existing Wall
Solid Strut Channel Welded to Steel Angular
6013 1/8"
Solid Galvanized Steel Strut Channel
TRUE R4.31"
Steel 3/8" - 16 Threaded Rod
R4.31"
White Color PVC
Polyurethane Foam Insulation
Steel Carrier Pipe as Specified
CHILL WATER PIPE INSULATION DETAIL
CHILLERS REPAIRS WORKS
SHEET M 106 SOLID STRUT CHANNEL INSTALLATION DETAILS
CONTACT EXISTING CHILLER ORIGINAL EQUIPMENT MANUFACTURER •
(OEM)
REFER TO JOHNSON CONTROLS REPORT OF SERVICES SHEET 64229 & •
64274 PROVIDED BY THE GOVERMENT.
PIPES SUPPORTS & HANGERS
REMOVE AND DISPOSE EXISTING ROOF MOUNTED •
EXHAUST FAN.
INSTALL AT THE EXISTING ROOF OPENING A NEW •
ROOF MOUNTED; 2,000 CFM, DRIVE-BELT EQUAL OR
SIMILAR TO GREENHECK
120 VOLT, 1PH, 60Hz.
PROPOSED NEW EQUIPMENT SHALL MATCH •
EXISTING ROOF OPENING DIMENSIONS &
CONDITIONS.
OPENING AND WORKS SHALL BE AS NOT ALLOW •
WATER LEAKS THROUGH OPENING OR EQUIPMENT.
Pivoting TH Rod Mount Loop Hanger
TH Rod Mount Roller Loop Hanger
EXHAUST FAN
Floor Mount Saddle Style Support
Metal Wall Corner Angle
M 108
SCALE: 1:70
1915 of
DATE: FEBRUARY / 2022
IJO
X
PROJECT #
DRAWING NO.
CHILLER REPAIRS
WORKS & DETAILS
CHILLER SYSTEM
REPLACEMENT
TORO STREET
FORT BUCHANAN
REV NO DATE APPD BY
REVISIONS
REVISED BY
DRAFTER
ELECTRICAL DESIGN
MECHANICAL DESIGN
CIVIL / ARCH. DESIGN
PROJECT MANAGER
PROJECT TEAM
R. REYES/F. ZAYAS
J. ROMAN/O.GONZALEZ
A.MOJICA/ C. IRIZARRY
O. GONZALEZ
ANTILLES
HIGH SCHOOL
BLDG. 1070
SHEET TITLE NAME
DIRECTOR OF PUBLIC WORK
ANIBAL NEGRON
APPROVED
ENGINEER DIV. CHIEF
| 20220408 - Drawings - Chiller System Replacement - Bldg 1070 |
| 1 - 1070 DRAWINGS T101 |
| 2 - 1070 DRAWINGS A100 |
| A 100 |
| Drawing View104 |
| Drawing View105 |
| Drawing View106 |
| Drawing View107 |
| Drawing View108 |
| Drawing View109 |
| 3 - 1070 DRAWINGS A101 |
| A 101 |
| Drawing View111 |
| Drawing View189 |
| Drawing View190 |
| Drawing View191 |
| Drawing View193 |
| Drawing View194 |
| Detail View AG (1 : 36) |
| 4 - 1070 DRAWINGS A102 |
| A 102 |
| Drawing View163 |
| Detail View R (1 : 40) |
| Drawing View175 |
| Drawing View195 |
| Drawing View196 |
| Drawing View199 |
| Drawing View200 |
| Drawing View201 |
| Section View AB-AB |
| 5 - 1070 DRAWINGS A103 |
| A 103 |
| Drawing View177 |
| Drawing View178 |
| Drawing View179 |
| Drawing View180 |
| Drawing View181 |
| Drawing View182 |
| Drawing View183 |
| Drawing View184 |
| Drawing View185 |
| Drawing View186 |
| Drawing View187 |
| 6 - 1070 DRAWINGS A104 |
| A 104 |
| Drawing View80 |
| Drawing View88 |
| Drawing View90 |
| Drawing View92 |
| Drawing View94 |
| Drawing View95 |
| Drawing View96 |
| Drawing View97 |
| Drawing View98 |
| Drawing View99 |
| Detail View Cooling Tower Support (1 : 20) |
| Drawing View147 |
| 7 - 1070 DRAWINGS M100 |
| M 100 |
| Drawing View20 |
| Drawing View22 |
| Drawing View25 |
| Drawing View26 |
| Drawing View27 |
| Drawing View29 |
| Drawing View30 |
| Drawing View31 |
| Drawing View32 |
| Drawing View33 |
| Drawing View87 |
| 8 - 1070 DRAWINGS M101 |
| M 101 |
| Drawing View148 |
| Drawing View149 |
| Drawing View150 |
| Drawing View154 |
| Drawing View155 |
| Drawing View156 |
| Drawing View157 |
| Drawing View158 |
| 9 - 1070 DRAWINGS M102 |
| M 102 |
| Drawing View128 |
| Drawing View130 |
| Drawing View131 |
| Drawing View132 |
| Drawing View133 |
| Drawing View134 |
| Drawing View135 |
| Drawing View137 |
| Drawing View139 |
| 10 - 1070 DRAWINGS M103 |
| M 103 |
| Drawing View55 |
| Drawing View56 |
| Drawing View57 |
| Drawing View64 |
| Drawing View65 |
| Drawing View67 |
| Drawing View70 |
| Drawing View72 |
| Drawing View76 |
| Drawing View77 |
| Drawing View79 |
| Drawing View159 |
| 11 - 1070 DRAWINGS M104 |
| M 104 |
| Drawing View144 |
| Drawing View151 |
| Drawing View153 |
| Drawing View155 |
| Drawing View157 |
| Drawing View160 |
| 1070 DRAWINGS - M105 - Copy |
| M 105 |
| Drawing View206 |
| Drawing View207 |
| Drawing View208 |
| Drawing View209 |
| Drawing View264 |
| 20220408 - Drawings - Chiller System Replacement - Bldg 1070 |
| 13 - 1070 DRAWINGS M106 |
| M 106 |
| Drawing View212 |
| Drawing View215 |
| Section View AC-AC |
| Drawing View218 |
| Section View AD-AD |
| Drawing View220 |
| Drawing View221 |
| Drawing View223 |
| Detail View AE (1 : 5) |
| 14 - 1070 DRAWINGS M107 |
| M 107 |
| Drawing View238 |
| Drawing View239 |
| Drawing View242 |
| Section View AF-AF |
| Drawing View244 |
| 15 - 1070 DRAWINGS M108 |
| M 108 |
| Drawing View246 |
| Drawing View247 |
| Drawing View248 |
| Drawing View249 |
| Drawing View250 |
| Drawing View251 |
| Drawing View252 |
| Drawing View253 |
| Drawing View254 |
| Drawing View255 |
| Drawing View256 |
| Drawing View260 |
| Drawing View262 |
| Drawing View263 |
| 16 - 1070 DRAWINGS E101 |
| 17 - 1070 DRAWINGS E102 |
| 18 - 1070 DRAWINGS E103 |
| 19 - 1070 DRAWINGS E104 |
File details come from the government source that posted it. Updated .