Atch3 Statement of Work for MACC Model Project.pdf

PDF 6 MB Posted May 6, 2024

Attached to: Indefinite Delivery/Indefinite Quantity (IDIQ) Multiple Award Construction Contract (MACC), Misawa Air Base, Japan
Solicitation number: FA520524R0004
Issued by: Department of the Air Force Pacific Air Forces

About this file

Written by GovTribe AI · May 6, 2024

This document is a 65% complete Statement of Work (SOW) for a Design-Build Construction Project at Misawa Air Base, Japan. The project involves repairing the wastewater drain system in Building 627 (the Bowling Center). The key requirements include:

The contractor shall provide the design, construction, and all related services to replace the existing plumbing system in the kitchen and associated areas. This includes new drain piping, cold water piping, domestic hot water piping, vent piping, grease traps, exterior sanitary manhole, and new sanitary sewer line. The construction work also includes architectural, mechanical, civil, and electrical work such as replacing the concrete floor, walls, ceiling, lighting, and power. The contractor shall conduct site investigations, surveys, and testing as part of the design effort. The project is categorized as complex and urgent, with a 22 March 2024 completion date. The SOW includes detailed design submittal requirements, a construction work schedule, and lists of contractor-furnished materials.

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Other files

File	Type	Posted
Ltr_Response to Questions.pdf	PDF	May 23, 2024
Atch 1 Ltr Rspns QA Summary.pdf	PDF	May 23, 2024
Atch 1 PreCon Slides MACC.pdf	PDF	May 15, 2024
Atch 2 PreCon Smy QA MACC.pdf	PDF	May 15, 2024
Pre-proposal Conf Minutes_MACC.pdf	PDF	May 15, 2024
Atch6_PPQ Cover Ltr.pdf	PDF	May 6, 2024
Atch7 Histrical Data.pdf	PDF	May 6, 2024
Atch1 Other Contract Requirements.pdf	PDF	May 6, 2024
Atch4 Price Proposal for MACC Model Project.docx	DOCX document	May 6, 2024
Atch5_PPQ.docx	DOCX document	May 6, 2024
Solicitation - FA520524R0004.pdf	PDF	May 6, 2024
Atch2 MACC Gen-Provisions.pdf	PDF	May 6, 2024

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STATEMENT OF WORK

FOR

65% Partial Design-Build Construction Project

PROJECT NO. QKKA201128

REPAIR WASTEWATER DRAIN,

B627 BOWLING CENTER

MISAWA AIR BASE, JAPAN

22 Mar 2024

Attachment 3 of RFP No. FA520524R0004

QKKA201128, REPAIR WASTEWATER DRAIN, B627 BOWLING CENTER

1.0 GENERAL

1.1 GENERAL DESCRIPTION: The Contractor shall furnish all labor, services, materials, supplies, equipment, investigation, studies, supervision, and travel to achieve this design-build construction requirement.

1.1.1. TYPE OF REQUIEMENTS:

(i) 100 % Design-Build Construction.

(ii) Partial (65% Complete) Design-Build Construction.

(iii) Construction Only.

1.2 COMPLEXITY AND URGENCY: This project is categorized as:

(i) Complexity: Complex Non-Complex

(ii) Urgency: Urgent Routine

2.0 PROJECT REQUIREMENTS:

2.1 GENERAL REQUIREMENTS:

(i) Design Stage: Contractor shall conduct pre-design conference and perform Design effort after award of the Task Order, in accordance with the schedule of paragraph 4.0 below.

(ii) Construction Stage: Contractor shall start Construction effort immediately after approval of the final design and receipt of the Notice to Proceed from the Government, and complete all construction work in accordance with the approved scope, specifications, and design.

2.2 PROJECT NUMBER AND TITLE: All documents shall be identified with following project number and title:

Project Number: QKKA201128 Project Title: REPAIR WASTEWATER DRAIN, B627 BOWLING CENTER

2.3 EXISTING CONDITION:

2.3.1 BACKGROUND: Drain piping of the kitchen area is in an aged and rusted condition at the Bowling Center B627. The drain pipe, which is maintaining cooking service, has been clogged frequently by oil and grease in spite of CE shop pipe cleaning work. This project will contribute to efficient cooking service and maintain food hygiene.

2.4 PROJECT OBJECTIVES:

Replace existing plumbing system with new a new plumbing system in the entire kitchen area and related areas which include drain piping, cold water piping, and domestic hot water piping and vent piping as shown on the drawings. Provide new grease traps with stainless steel drain ditch and exterior sanitary manhole and new sanitary sewer line.

2.5 DESCRIPTION OF WORK:

2.5.1 Following is the scope of work for the design. Refer to attached 65% drawings

a. Provide Japanese standards/regulations to replace US standards/regulations for appropriate local materials in specification.

b. Provide installation detail drawing for replacement of Concrete floor which are including concrete slab, wire mesh and non-slip tile for Project area.

c. Provide installation detail drawing for replacement of interior wall which are including GYP, LGS and ceramic tile for Project area.

d. Provide installation detail drawing for replacement of ceiling which are including Ceiling LGS, Ceiling GYP/ACT and paint finish.

e. Select grease interceptors and provide installation details on the design drawings.

f. Provide installation details for water closet & lavatory equipment.

g. Provide installation detail for new manhole.

h. Provide new sanitary sewer profiles.

i. Provide installation detail drawing for replacement of lighting system.

j. Provide installation detail drawing for replacement of conduit wiring.

k. Provide installation detail drawing for reinstall existing smoke detector.

l. Provide installation detail for replacement for power panel.

m. Submit design documents in accordance with paragraph 5.0, List of Submittals below.

2.5.2 Following is the scope of work for the other design.

a. Site investigation of the job site to determine the location of new grease interceptors and new manhole.

b. State on-site survey result into design analysis.

c. Perform minimum of 3 tests to dig for existing and new sanitary sewer line.

d. Perform topographic survey around new and existing sanitary sewer pipes.

2.5.3 Following is the scope of work for the construction. Refer to attached 65% drawings.

A. Site preparation work

a. Install 1.8 m height temporary fence at the construction area for exterior work.

B. Architectural work

a. Replacement of Concrete floor which are including concrete slab, wire mesh and non-slip tile for Project area.

b. Replacement of interior wall which are including GYP, LGS and ceramic tile for Project area.

c. Replacement for ceiling which are including Ceiling LGS, Ceiling GYP/ACT and paint finish, and paint new gyp board ceiling.

d. Replace cushion floor in room 126 and vinyl tile in room 129 with new ones.

e. Replace cove base in room 126 and 129 with new ones.

f. Repaint existing interior wall in room 126 and 129.

C. Mechanical work

a. Replace existing sanitary drain piping with new piping in the kitchen area and associated piping.

b. Remove existing grease interceptor and install new grease interceptors.

c. Replace existing cold water, domestic hot water and vent piping with new piping.

d. Remove and dispose existing sanitary sewer pipes and clean out with concrete collar.

e. Replace existing water closet with new in work space toilet.

f. Replace existing lavatory with new in work space toilet.

g. Replace existing plumbing system in kitchen and associated areas and perform all related Architectural work, Electrical work & Civil work.

D. Civil work

a. Install new sanitary manhole.

b. Install new pipes and connect to existing pipes and sanitary sewer manhole.

E. Electrical work

a. Replacement of lighting system.

b. Replacement of conduit wiring.

c. Replacement for power panel.

3.0 SPECIAL CONDITIONS:

3.1 Bowling center shall operate normal business hours during the construction stage, the contractor shall isolate the job-site by separation wall and limit access to the job-site only from south side door entrance.

3.2 The contractor shall make on-site work schedule to minimize the period of kitchen closure for food service.

3.3 GOVERNMENT FURNISHED PROPERTY/MATERIAL (GFP/M): Not provided.

3.4 CONTRACTOR FURNISHED U.S. MATERIAL (CFUSM): See List of CFUSM, Appendix D in paragraph 6.0.

3.5 POWER OUTAGE: Refer to the 65% specifications (section 01 01 10, paragraph 1.1.13).

4.0 SCHEDULE OF DESIGN DELIVERY:

DELIVERY SCHEDULE: The design product, such as, but not limited to services, design, and other related data required in this contract, shall be accomplished within the limitation of cost and project objectives. The schedule for delivery of such product to the contracting officer is outlined in the table below in calendar days. The percentages of submittals represent the progress of the design effort, which correspond to the design fee of this project. The contractor shall submit the conference records to the Contracting Officer within 7 working days after each conference below in accordance with the General Provisions, Section 01 11 00, paragraph 1.5.3., Attachment 2 of the contract.

The government reserves the right to disapprove any submittal when it is found inadequate. In such cases, the contractor is required and responsible for the re-submission of such product at no additional charge to the Government within the time specified by the Contracting Officer.

EVENT DELIVERY SCHEDULE

REVIEW

PERIOD(Est.)

REVIEW

CONFERENCE

Pre-design Conference 14 days after award of the Task Order

Not Applicable

Misawa Air Base

95% Design 60 days after Pre-design Conference or notification by Contracting Officer

14 days Misawa Air Base

100% Final 14 days after 95% design approval or notification by Contracting Officer

14 days Not Required

5.0 LIST OF SUBMITTALS

EVENT SUBMITTALS TYPE AND QTY

95% Design Design Analysis Catalog Cut Drawing : Layout Plan, Section, Elevation, Diagram, Details Specifications: Complete set of Specifications Cost Estimate Breakdown Construction Work Schedule Work Plan (Removal/Restoration) Schedule of Material Submittals

1 Set of Hard Copy

Digital file:

PDF/Word/Excel In 2 sets of CDs

100% Final Design Analysis Catalog Cut Drawing : Layout Plan, Section, Elevation, Diagram, Details Specifications: Complete set of Specifications Cost Estimate Breakdown Construction Work Schedule Work Plan (Removal/Restoration) Schedule of Material Submittals Material Approved as Submittals

1 Set of Hard Copy.

Digital file:

AutoCAD / PDF / Word / Excel In 2 sets of CDs

6.0 Appendices to this Statement of Work (SOW):

Appendix A 65% Complete Drawings Appendix B 65% Complete Specifications Appendix C Schedule of Materials Submittals Appendix D List of CFUSM

END OF STATEMENT OF WORK

PROJECT QKKA 20-1128

MISAWA AIR BASE, JAPAN

REPAIR WASTEWATER DRAIN,

Ｎ

B627 BOWLING CENTER

65% COMPLETE DRAWINGS, SOW APPENDIX A

PROJECT BUILDING

B627 BOWLING CENTER

Attachment 3 of RFP No. FA520524R0004

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HEADQUARTERS FIFTH AIR FORCE

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Attachment 3 of RFP No. FA520524R0004

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Attachment 3 of RFP No. FA520524R0004

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SANITARY SEWER STRUCTURAL DRAWING(1)

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BLOCK

BODY BLOCK STRAIGHT WALL SLANT WALL

ADJUST BLOCK WASHER FOR ADJUSTMENT

TABLE SPECIFICATIONS OF MANHOLE(φ900)COMMON SECTION

（TON）

CAST-IRON COVER

BREAKING LOAD

CAST-IRON COVER

S1-1 39.587 38.23238.242

1.353 φ75 14 1 1 1 21 1 1

TOTAL

1 1 1 21 1 1

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Attachment 3 of RFP No. FA520524R0004

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SEWER/DRAINAGE TRENCH AND REPAIR

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Attachment 3 of RFP No. FA520524R0004

AutoCAD SHX Text 300mm00mm

AutoCAD SHX Text

EXISTING

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SURFACE

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SAWCUT

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TACK COAT

AutoCAD SHX Text NEW AC SURFACE COURSE (T) OR 50mm MINIMUM

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PRIME COAT

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SOD

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EXISTING SOD

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DETECTABLE WARNING TAPE

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UNDER TURF AREA SATISFACTORY BACKFILL MATERIAL

AutoCAD SHX Text

100MM TOP SOIL

AutoCAD SHX Text 150mm GRADED AGGREGATE BASE COURSE

AutoCAD SHX Text

SUBBASE COURSE

AutoCAD SHX Text BASIC REPAIR METHOD: EXCAVATE TRENCH AND INSTALL BEDDING UTILITY, COMPACTED BACKFILL, MARKING TAPE, AND SUBBASE/BASE COURSE TO GRADE. MAINTAIN OPEN ONE LANE TRAFFIC. THEN COMPLETE FINAL PAVEMENT REPAIR AS APPROPRIATE FOR AC PAVEMENT. REPAIR METHOD: REMOVE PAVEMENT 300mm MINIMUM FROM EDGES OF THE EXCAVATION. BACKFILL THE CUT WITH WELL-COMPACTED LAYER MEETING SPECIFIED DENSITY, TO THE BOTTOM OF PAVEMENT STRUCTURE. PLACE A BASE COURSE OF REQUIRED THICKNESS TO AN ELEVATION APPROX 50mm BELOW PAVEMENT SURFACE, AND PLACE AN ASPHALT SURFACE OVER THE COMPACTED BASE. IN NON PAVED (OR TURF) AREAS: REPAIR WITH 100mm TOPSOIL AND SOD.

AutoCAD SHX Text

PIPE

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SATISFACTORY BACKFILL MATERIAL

AutoCAD SHX Text D

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TEMPORARY RETAINING WALL DEEPER THAN 1.5M DEEPER THAN 1.5M DEEPER THAN 1.5M

AutoCAD SHX Text

OPEN CUT LESS THAN 1.5M DEPTH

AutoCAD SHX Text

AutoCAD SHX Text 35050

AutoCAD SHX Text 1 : 0.3

AutoCAD SHX Text D=75MM & 150MM : VU RIB & 150MM : VU RIB 150MM : VU RIB RIB AND VU PIPE FOR SEWER PIPE FOR SEWER FOR SEWER

AutoCAD SHX Text

COMPACTED GRANULAR MATERIAL (SAND) (SAND)

AutoCAD SHX Text 400mm BASE COURSE

AutoCAD SHX Text

COMPACTED GRANULAR MATERIAL (SAND) (SAND)

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SLOPE

SLOPE SLOPE

123 127

121 122

DN DN DN

107108

DN DN DN DN

SLOPE

A B C D E F G H I J

SLOPE

3,714 1,716 3,714

R-1 R-2

R-7R-7

3657 6096 6096 6096 6096 6096 6096 6096 5486

123 127

132131

FL±0

127 127

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FLOOR / WALL REMOVAL/RESTORE PLAN

A-1

KEY PLAN

A-1

NOT TO SCALE

AREA TO REPLACE 150mm

CONC SLAB (-50mm FROM

FLOOR) W/150x150x5 WELD

WIRED MESH AND REPLACE

GYP WALL BD AND

CERAMIC TILE.

AREA TO REPLACE 150mm

CONC SLAB W/150x150x5

WELD WIRED MESH.

ARCH DESCRIPTION OF WORKS

1. RM 127/131/135-KITCHEN/CORRIDOR:

- REPLACE WP GYP WALL, CERAMIC WALL/FLOOR

TILE FOR MECH WORKS.

- REPLACE 150mm CONC SLAB W/VAPOR BARRIER.

- RESTORE 150mm GRAVEL WHERE AFFECTED.

- REGARDING WALL BETWEEN RM 127, 131 AND RM

130, REPLACE EXISTING 1 LAYER GYP BD WITH 2

LAYERS GYP BD AND CERAMIC TILES TO BE

FINISHED. SEE 3/A-1.

2. RM 128-TOILET:

- REPLACE GYP WALL BD W/WALLPAPER(ABOVE

1300mm) AND CERAMIC WAINSCOT(H=1300mm)

FOR MECH WORKS.

- REPLACE 150mm CONC SLAB W/VAPOR BARRIER.

- RESTORE 150mm GRAVEL WHERE AFFECTED.

3. RM 126-STORAGE:

- REMOVE PORTION OF CONC SLAB W/VAPOR

BARRIER FOR MECH WORKS.

- REPLACE EXISTING COVE BASE WITH NEW ONE.

- REPAINT INTERIOR WALL TO MATCH EXISTING.

- REMOVE ALL EXISTING CUSHION FLOOR AND

INSTALL NEW CUSHION FLOOR PER JIS A 5705, 2.5

mm THICKNESS WITH UV COAT, ANTI-BACTERIA

AND ANTIFUNGEL.

4. RM 129 OFFICE

- REPLACE EXISTING VINYL TILE WITH NEW ONE

THAT IS 300X300, T=3.0MM.

- REPLACE EXISTING COVE BASE WITH NEW ONE.

- REPAINT INTERIOR WALL TO MATCH EXISTING.

LEGEND

REPLACE 150x300mm CONC CURB

WALL DETAIL

A-1

NOT TO SCALE

（REMAIN）

CAST IN PLACE CONCRETE

JOINT BAR ANCHOR D10 @600

WP GYP BD,T=12.5 W/LGS,PAINT EP-G

CROWN MOLDING

ALUMINUM

CERA BASE TILE

100×100mm,T=5

150×150 QUARRY TILE,T=10

ON RESTORED CONCRETE SLAB

W/150×150×6 WWM AND

VAPOR BARRIER MORTAR BED

REUSE EXISTING CRUSHED STONE T=150

CERA TILE 100×100,T=5MM

2 LAYERS GYP BD, T=15MM + 15MM

A-1

SUBJECT AREA

A-1

WALL DETAIL

A-1

NOT TO SCALE

CAST IN PLACE CONCRETE

RISING CONCRETE JOINT BAR

ANCHOR D10 @200 END REBAR D13

WP GYP BD,T=12.5 W/LGS,PAINT EP-G

CROWN MOLDING

ALUMINUM

CERA TILE 100×100mm,T=5

ON CALCIUM SILICATE BOARD, T=12

WITH METAL STUD.

150×150 QUARRY TILE,T=10

ON RESTORED CONCRETE SLAB

W/150×150×6 WWM AND

VAPOR BARRIER MORTAR BED

REUSE EXISTING CRUSHED STONE T=150

AREA TO REPLACE

EXISTING FLOORING WITH

NEW ONE.

FLOOR MINIMUM SPEC

1. VINYL TILE

- 300x300

- T=3.0mm

- WEIGHT: 18.1 KG PER 1 CASE

2. COVE BASE

- H=100 x L=914.4

- WEIGHT: 5.3 KG PER 1 CASE

- COLOR IS TO MATCH EXISTING

Attachment 3 of RFP No. FA520524R0004

AutoCAD SHX Text Ｎ

AutoCAD SHX Text

BULK FOOD

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

REF

AutoCAD SHX Text

FREEZER

AutoCAD SHX Text

MECH RM

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

MECH ROOM

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

KITCHEN

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SLOPE

SLOPE SLOPE

121 122

DN DN DN

107108

DN DN DN DN

SLOPE

A B C D E F G H I J

SLOPE

3,714 1,716 3,714

R-1 R-2

R-7R-7

3657 6096 6096 6096 6096 6096 6096 6096 5486

6098 5486

3202 2894

123 127

132131

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CEILING REMOVAL/RESTORE PLAN

A-2

KEY PLAN

A-2

NOT TO SCALE

AREA TO REPLACE EXISTING

GYP BD CEILING WITH NEW.

AREA TO REPLACE CEILING

W/NEW GRID ACT.

ARCH DESCRIPTION OF WORKS

1. Rm 127/131/135-KITCHEN/CORRIDOR:

- REPLACE WATERPROOFING GYP CEILING BD(T=12.5) FOR MECH WORKS.

- PAINT NEW GYP BD CEILING.

2. Rm 128-TOILET:

- REPLACE WATERPROOFING GYP CEILING BD(T=12.5) W/WALLPAPER FOR

MECH WORKS.

3. Rm 129-OFFICE:

- REPLACE ACT T-GRID CEILING W/NEW, 600X600, T=15.

A-2

Attachment 3 of RFP No. FA520524R0004

AutoCAD SHX Text Ｎ

AutoCAD SHX Text

BULK FOOD

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

REF

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FREEZER

AutoCAD SHX Text

MECH RM

AutoCAD SHX Text Dwn by:

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Xref Y:\PACAF Energy - Space Use\Misawa AB Japan\CAD\Metric_CADD_for_submittal\xref\Bldg_Key.dwg

M-1

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NUMBER:

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REMOVAL PLAN (PARTIAL)

M-1

2 REMOVAL PLAN

M-1

NOT TO SCALE NOT TO SCALE

100Φ

50Φ

100Φ

NOTE:

1. FOLLOWING ITEMS SHALL BE REMOVED

-EXST SANITARY CW(71m), DHW(65m), DRAIN(40m) & VENT

PIPING(38m).

-EXST 3 WATER FAUCETS

-EXST 1 GREASE TRAP

-EXST 1 WATER CLOSET

-EXST 1 LAVATORY

-EXST 1 CEILING FAN IN TOILET

-EXST 3 KITCHEN SINK (TEMPORARY REMOVE)

2. 9 EXST SPRINKLER HEAD SHALL BE REMOVE DUE TO CEILING

REMOVAL WORK AND INSTALL NEW SPRINKLER HEAD SAME

LOCATION OF EXISTING AFTER COMPLETION OF CEILING

INSTALLATION WORK.

0 5m

PROJECT AREA

POD

REMOVAL PLAN (PARTIAL)

SPRINKLER HEAD, TYP

GREASE TRAP

WATER FAUCET

SANITARY CW

VENT PIPING

SANITARY DRAIN

SANITARY CW, DHW

LAVATORY

CEILING FAN

WATER CLOSET

SANITARY CW

KITCHEN SINK

Attachment 3 of RFP No. FA520524R0004

AutoCAD SHX Text

SINK

AutoCAD SHX Text

CONTROL

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MANAGER

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ELEC

AutoCAD SHX Text

WOMEN'S

AutoCAD SHX Text

MEN'S

AutoCAD SHX Text

FILES

AutoCAD SHX Text

ADMINISTRATION

AutoCAD SHX Text

BALL DRILLING

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

VEST

AutoCAD SHX Text

BULK FOOD

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

REF

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FREEZER

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MECH RM

AutoCAD SHX Text

BULK FOOD

AutoCAD SHX Text

KITCHEN

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OFFICE

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REF

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FREEZER

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MECH RM

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Xref Y:\PACAF Energy - Space Use\Misawa AB Japan\CAD\Metric_CADD_for_submittal\xref\Bldg_Key.dwg Xref Y:\PACAF Energy - Space Use\Misawa AB Japan\CAD\Metric_CADD_for_submittal\xref\Bldg_Key.dwg

M-2

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SHEET REFERENCE

NUMBER:

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P-1

P-2

GT-1

ENLARGED SEWAGE PIPING PLAN

ENLARGED COLD & DOMESTIC HOT WATER PIPING PLAN

M-2

NOT TO SCALE

KEY PLAN

NOT TO SCALE

EXST CW

65Φ

EXST HW HEATER

EXST 32ΦMAKE-UP

WATER

EXST 50Φ FCO

EXST 20Φ

EXST 20Φ DHWR

MECH ROOM

POC

NEW 20ΦCW

NEW CW 65Φ

NEW DHWS 32Φ

EXST DHWR 20Φ

EXST DHWS 20Φ

EXST CW 50Φ

NEW COMB. FAUCET

W/FLEXIBLE HOSE OUTLET

NEW CW 50Φ

NEW DHWS 25Φ

NEW CW 25Φ

NEW CW 20Φ PIPE HEADER

NEW DHWS 20Φ

NEW CW 20Φ

NEW 20Φ

IN-ATTIC PIPING, TYP

NEW MAN-HOLE SEE CIVIL DWG

P-1

P-2

EXST 75Φ

VTR, TYP

EXST 50Φ

EXST 50ΦFD

MECH ROOM

EXST

75ΦFCO

NEW

50ΦFD

NEW 50Φ PLUG

NEW 100ΦFD

NEW 100ΦFCO

POC

EXST HW HEATER

NEW 100Φ

FCO

NEW

50ΦFD

NEW 50ΦFCO

NEW

100Φ

NEW

50Φ

NEW 200mmW DRAIN DITCH W/ALUMINUM COVER

NEW

50ΦFD

NEW

50ΦFD

POC

NEW 100Φ

FCO

EXST 50ΦFD

EXST 50Φ FCO

NEW 200mmW DRAIN DITCH W/ALUMINUM COVER

A P

P R

O X m m

A P

P R

O X m m

200mm

APPROX.

1,000mm

POC

NEW CEILING FAN

90m3/h at 80Pa, AC100V, 50Hz

0 5m

INSTALL NEW SPRINKLER

HEAD, TYP FOR 9

SPRINKLER HEAD MINIMUM SPEC

-ALL HEADS ARE TO BE UL LISTED AND FM APPROVED PER NFPA 13.

-MINIMUM OPERATING PRESSURE: 7psi

-MAXIMUM WORKING PRESSURE: 175psi

-NOMINAL K-FACTOR: 8.0US

-LENGTH: 59mm

Attachment 3 of RFP No. FA520524R0004

AutoCAD SHX Text

SINK

AutoCAD SHX Text

CONTROL

AutoCAD SHX Text

MANAGER

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

WOMEN'S

AutoCAD SHX Text

MEN'S

AutoCAD SHX Text

FILES

AutoCAD SHX Text

ADMINISTRATION

AutoCAD SHX Text

BALL DRILLING

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

VEST

AutoCAD SHX Text

BULK FOOD

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

REF

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FREEZER

AutoCAD SHX Text

MECH RM

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M-3

O J

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K K

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A M

SHEET REFERENCE

NUMBER:

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P-1

P-2

GT-1

PLUMBING PIPING DIAGRAM

M-3

NOT TO SCALE

EXST CW

65Φ

EXST HW

HEATER

EXST 20ΦHOSE BIBB

EXST 32ΦMAKE-UP

WATER

NEW 50Φ FD

NEW MAN-HOLE,

SEE CIVIL DWG

EXST SINK WITH

NEW DRAIN PIPE

GT-1

EXST 20Φ DHWR

NEW

50Φ FD

EXST 75Φ FCO

EXST 50Φ FD

POC

EXST 50Φ FCO

NEW PLUG

DRAIN FROM EXST

DISH WASHER

NEW 100Φ

FCO

POC

NEW 75Φ VTR

POC

NEW 100Φ

FCO

NEW 50Φ FD

NEW 100Φ FCO

NEW 50Φ FD

NEW 50Φ

FCO

IN ATTIC

POC

Attachment 3 of RFP No. FA520524R0004

AutoCAD SHX Text Dwn by:

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M-4

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NUMBER:

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GREASE TRAP

M-4

NOT TO SCALE

CEMENT

MORTOR

PRE-FABRICATED

STAINLESS STEEL

DITCH 75-120mmDEPTH

CONCRETE

SLAB

STAINLESS STEEL

P-SINK 510mmx510mmx300mmDEPTH

P-TRAP

80Φ PVC PIPE

STAINLESS

COVER PLATE

FINISH FLOOR

GT-1 GREASE TRAP 85L/min

200mm

150mm

100mm

150mm

THE DETAIL DWG IS THE CONTRACTOR'S REFERENCE ONLY

AND ACTUAL INSTALLATION IS SHALL COMPLY WITH MFR'S

RECOMMENDATIONS.

100mmΦ

U-DITCH

200mm(W)

FLOOR DRAIN

M-4

NOT TO SCALE

FLOOR DRAIN

M-4

NOT TO SCALE

VENT THRU ROOF

M-4

NOT TO SCALE

WALL PENETRATION-1

M-4

NOT TO SCALE

WALL PENETRATION-2

M-4

NOT TO SCALE

PIPE

PRE-FORMING

GLASS WOOL

INSULATION

ALUMINUM

CRAFT SHEET

ADHESIVE TAPE

PIPE INSULATION

M-4

NOT TO SCALE

800mmx400mm

1,100mmx700mm

ALUMINUM

COVER 250mm(W)

U-DITCH FRAME 256mm(W)

ALUM. COVER 250mm(W)

U-DITCH 200mm(W)

ANCHOR, TYP

75mm

120mm

Attachment 3 of RFP No. FA520524R0004

AutoCAD SHX Text

FLOOR DRAIN W/

AutoCAD SHX Text

FINISH FLOOR

AutoCAD SHX Text

OAKUM FILLER

AutoCAD SHX Text

WASTE PIPING

AutoCAD SHX Text

CAULKING

AutoCAD SHX Text

REMOVALBLE STRAINER

AutoCAD SHX Text

ADJUST TO SURFACE

AutoCAD SHX Text

TO LEVEL WITH

AutoCAD SHX Text

FINISH FLOOR

AutoCAD SHX Text

EXTERIOR WALL

AutoCAD SHX Text

CLAMPING FLANGE

AutoCAD SHX Text

WATERPROOFING

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

RUBBER OR

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FLEXIBLE FOAM

AutoCAD SHX Text

(CLOSED CELL

AutoCAD SHX Text

WATERPROOFING

AutoCAD SHX Text

BACK UP

AutoCAD SHX Text

PLASTIC)

AutoCAD SHX…

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File details come from the government source that posted it. Updated May 6, 2024.