WVA B. 110 Phase 1 Repairs D-B RFP - Final - RFP Reference Dwgs (App C) - Part 1.pdf

PDF 21 MB Posted Jun 26, 2025

Attached to: Building 110 Repairs-Big Gun Shop - Design Build Watervliet Arsensal, New York
Solicitation number: W912DS25RA013
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Jun 26, 2025

This document is a Design-Build Request for Proposal (RFP) Appendix C with reference drawings for Building 110 repairs at Watervliet Arsenal in New York, prepared by the U.S. Army Corps of Engineers New York District. The detailed architectural drawings provide comprehensive plans for a phased renovation of a 213,799 square foot industrial and manufacturing building, focusing on structural, mechanical, electrical, and fire protection system repairs. The drawings include floor plans, ceiling plans, elevation views, building sections, and specific details for areas like fire pump rooms, sprinkler systems, and electrical configurations across multiple building levels.

The technical drawings cover extensive repair and upgrade work including exterior brick repairs, window refurbishment, interior painting, door replacements, electrical system upgrades, fire suppression system modifications, and infrastructure improvements. The project is structured in multiple phases, with specific attention to fire protection systems, electrical panel reconfigurations, and supporting infrastructure repairs. The drawings are marked as confidential and contain sensitive security information, with warnings about reproduction and distribution restrictions under the Homeland Security Act.

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Other files

File	Type	Posted
Solicitation Amendment W912DS25RA0130001 SF 30.pdf	PDF	Jul 22, 2025
WVA B110 sign in for step 1.pdf	PDF	Jul 22, 2025
FORM A1 PROPOSAL DATA SHEET.docx	DOCX document	Jul 22, 2025
FORM A4.docx	DOCX document	Jul 16, 2025
WVA B. 110 Phase 1 Repairs D-B RFP - Final - D-B RFP Package.pdf	PDF	Jun 26, 2025
WVA B.110 Phase 1 Repairs - D-B RFP - Drawings 4-28-25.pdf	PDF	Jun 26, 2025
WVA B. 110 Phase 1 Repairs D-B RFP - Final - Field Report (App F).pdf	PDF	Jun 26, 2025
WVA B. 110 Phase 1 Repairs D-B RFP - Final - RFP Reference Dwgs (App C) - Part 2.pdf	PDF	Jun 26, 2025
WVA Notice of Visit.pdf	PDF	Jun 23, 2025
Attachment Form A1-A2-A3-A4.pdf	PDF	Jun 23, 2025
Solicitation - W912DS25RA013.pdf	PDF	Jun 23, 2025

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Department of the Army

New York District

Corps of Engineers

26 Federal Plaza, RM 16-300

New York, NY 10278-0090

FY25 PN 106580 Building 110 Repairs – D-B RFP Phase 1

Watervliet, New York

U.S. Army Corps of Engineers, New York District

Contract No.: W912DS19D0012

Order No.: W912DS24F0100

Final Design-Build Request for Proposal

Appendix C Reference Drawings – Part 1 of 2

April 2025

Heather Sustersic Length Measurement 3'-11 1/2"

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CEILING

PLAN

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

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SOUTH SPRINKLER PUMP ROOM

CLST

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6' -8

36'-9" 140'-9" 382'-2"

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SK-2

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LEVEL 3

PIT

LEVEL 4

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BOOTH

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NOTE: SEE ENLARGED PLAN

FOR ADDITIONAL ELEVATIONS

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INFILL DOOR OPENING

WITH MATCHING 2HR

CONSTRUCTION.

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

FLOOR PLAN - CENTER

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156A

OPEN AREA

290'-9" 72'-3"

8' -0

'-6

3' -6

1,247'-4"

A-202A1

A-404

AD-404

EXISTING

TENANT SPACE

EXISTING

TENANT SPACE

REMOVAL

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101G

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_________ C1

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A-404

A-205A2

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AD-403

A-205

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SOUTH PIT LEVEL 1

SP 1

NORTH PIT LEVEL 1

NP 1

82'-0"

'-0

BAY

5657585960

SOUTH PIT LEVEL 2

SP 2

NORTH PIT LEVEL 2

NP 2

82'-0"

'-0

BAY

5657585960

SOUTH PIT LEVEL 3

SP 3

NORTH PIT LEVEL 3

NP 3

82'-0"

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SOUTH PIT LEVEL 4

SP 4

'-0

18'-8"

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

SECOND FLOOR PLAN - CENTER

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

FLOOR PLAN - N AND S PIT LEVEL 1

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

FLOOR PLAN - N AND S PIT LEVEL 2

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

FLOOR PLAN - N AND S PIT LEVEL 3

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

FLOOR PLAN - S PIT LEVEL 4

464748495051525354555657585960616263646566676869

8' -6

'-0

'-2

6' -8

36'-9" 140'-9" 382'-2"

1,247'-4"

M A

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H L

A-401

AD-401

REMOVAL

EXISTING PAINT

BOOTH

A-206D2

A-206D1

A-205A5

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REFLECTED CEILING PLAN - SOUTH END

P R

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0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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REFLECTED CEILING PLAN - NORTH END

TO EXG SLAB

17'-8"

20'-6 1/2"

51'-4"

75'-2"

EXISTING BRICK

MASONRY

PAINT EXISTING

COILING DOOR PNT-908

EXISTING BRICK PIER

EXISTING BRICK

MASONRY

EXISTING FACTORY FINISHED

COILING DOOR; DO NOT PAINT

PAINT EXISTING

COILING DOOR

PNT-908

EXISTING BRICK PIER

EXISTING BRICK

MASONRY

W104 W101

W102

PAINT EXISTING COILING

DOOR; PNT-908

PAINT EXISTING

EXPOSED STEEL

LINTELS PNT-908

PAINT EXISTING JAMBS;

AND LINTEL PAINT

PNT-908

EXISTING BRICK PIER

PAINT EXISTING STEEL

JAMBS; PNT-908

PAINT EXISTING STEEL

JAMBS PNT-908

W103 W105 W104 W106

W106W201W201 W202 W203 W203 W202

W301 W302 W302 W301W303 W303

W401 W402 W402 W401W403 W403

REPLACE DAMAGED ROWLOCK

BRICK ARCH (1) COURSE

CLEAN AND RE-POINT

HATCHED AREA

(APPROX 100 SQ FT)

CLEAN EXISTING STONE

SILLS; RAKE AND RE-

SEAL ALL JOINTS

W501

CLEAN AND RE-POINT

HATCHED AREAS

(APPROX 25 SQ FT)

CLEAN AND RE-POINT

HATCHED AREA

(APPROX 30 SQ FT)

REPLACE PRECAST

CONCRETE SILL

10'-0" PAINT EXISTING STEEL

JAMBS AND HEAD; PNT-908

CLEAN AND PATCH

PRECAST CONCRETE

SILLSCLEAN AND PATCH

PRECAST CONCRETE SILL

CLEAN AND PATCH

PRECAST CONCRETE

SILLS CUT OUT DAMAGED BRICK

AND TOOTH IN BRICK TO

MATCH ADJACENT AREAS

(APPROX 2 SQ FT)

TO EXG SLAB

EXISTING

ALUMINUM/GLASS

WINDOW

PROVIDE DIE CUT

TRANSLUCENT WINDOW

FILM FLM-802

(INTERIOR SIDE)

U M

7' -0

S T O P

TO EXG SLAB

W107

TOOTH IN BRICK TO MATCH ADJACENT

AREAS AT FORMER CONCRETE SILL

LOCATION (APPROX 2 SQ FT)

EXISTING ALUMINUM/GLASS

WINDOWS

EXISTING

ALUMINUM/GLASS

WINDOW

PROVIDE DIE CUT

TRANSLUCENT WINDOW

FILM FLM-802

(INTERIOR SIDE)

U M

7' -0

S T O P

TO EXG SLAB

W110

W204

W205

CLEAN AND RE-POINT

HATCHED AREA

(APPROX 130 SQ FT)

REPLACE PRECAST

CONCRETE SILL

12'-3"

PAINT EXISTING

COILING DOOR HOOD

AND MOTOR COVER

PNT-908

PAINT EXISTING STEEL

JAMBS PNT-908

PAINT EXISTING

COILING DOOR PNT-908

PAINT EXISTING STEEL

LINTELS PNT-908

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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SCALE: 1/8" = 1'-0"

ELEVATION - SOUTH

SCALE: 1/8" = 1'-0"

ELEVATION - SOUTH - TOILET ROOM 1

SCALE: 1/8" = 1'-0"

ELEVATION - S FP ROOM DOOR

SCALE: 1/8" = 1'-0"

ELEVATION - SOUTHWEST CORNER

20'-6 1/2"

51'-4"

75'-2"

EXISTING BRICK

MASONRY

EXISTING BRICK PIER

EXISTING BRICK MASONRY

EXISTING BRICK PIER

EXISTING BRICK

PIER

W111

W112 W113 W113 W112

W111

W114

W404 W404W405 W406 W405

PAINT AND REINSTALL

EXISTING LIGHT

FIXTURE

CLEAN AND PATCH

EXISTING STONE SILLS,

RAKE AND

RE-SEAL ALL JOINTS

PAINT EXISTING

EXPOSED STEEL

ELEMENTS

PT-908 (TYPICAL)

PAINT EXISTING

EXPOSED STEEL AND

WOOD ELEMENTS PT-909

CLEAN AND RE-POINT

HATCHED AREA

(APPROX 100 SQ FT)

CLEAN EXISTING STONE

SILLS; RAKE AND RE-

SEAL ALL JOINTS

EXISTING BRICK PIER

CLEAN AND RE-POINT

HATCHED AREA

(APPROX 30 SQ FT)

W502

CLEAN AND RE-POINT

HATCHED AREA

(APPROX 55 SQ FT)

CLEAN AND PATCH

EXISTING STONE SILLS;

RAKE AND RE-SEAL ALL

JOINTS (TYPICAL)

CLEAN AND RE-POINT

HATCHED AREA

(APPROX 25 SQ FT)

CLEAN AND PATCH

EXISTING STONE SILL

CLEAN AND PATCH EXISTING

STONE SILLS, RAKE AND

RE-SEAL ALL JOINTS

CLEAN AND PATCH

EXISTING STONE SILL

CLEAN AND RE-POINT

HATCHED AREA

(APPROX 60 SQ FT)

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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TO ROOF

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TO HIGH ROOF

118'-0"

M A

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DIAGRAMATIC BUILDING SECTION - SOUTH END

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

DIAGRAMATIC BUILDING SECTION - CENTER

TO ROOF

75'-0"

M A

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DIAGRAMATIC BUILDING SECTION - NORTH END

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E17660 9/30/19

No.

Exp.

G I

S T

ED PRO F E S S I ON A L ENG I NEER

S TA T E O F C A L I F O R N I A

R I

S T O P H E R A . R I C H A R DS

E L E C T R I C A L

A S

C D

C W

PANEL SCHEDULE

PANEL NAME: HP-EM-N VOLTAGE: 480/277 NEMA RATING: 1 MOUNTING: SURFACE NOTES: SEE ONE-LINE DIAGRAM (DWG. E-002)

MAINS RATING: 100 A PHASE: 3 AIC RATING: 22,000 LOCATION: BAY 34, WEST SIDE (DWG. E-106)

BUS RATING: 100 A MLO WIRE: 4 DEMAND FACTOR: STD

CKT NO. USE DESCRIPTION BKR SIZE CKT KVA CKT AMPS WIRE SIZE WIRE LENGTH

(FT)

VOLTAGE DROP

% PHASE VOLTAGE

DROP %

WIRE LENGTH

(FT)

WIRE SIZE CKT AMPS CKT KVA BKR SIZE DESCRIPTION USE CKT NO.

1 L LTG. BAYS 23-12 EAST 20/1 1.44 5.18 10 500 1.87 A 0.04 700 10 0.07 0.02 20/1 EXIT SIGNS (NORTH) L 2 3 L LTG. BAYS 11-1 EAST 20/1 1.63 5.89 10 500 2.12 B 0.92 700 10 1.82 0.50 20/1 EXTERIOR LIGHTING L 4

5 L LTG. BAYS 23-1 EAST 20/1 0.70 2.51 10 500 0.91 C 20/1 6

7 SPARE 20/1 A 20/1 8

9 SPARE 20/1 B 20/1 10

11 SPARE 20/1 C 20/1 12

CONNECTED KVA DEMAND KVA DEMAND AMPS USE LEGEND VOLTAGE DROP CALCULATION

PHASE A: 1.5 1.8 6.6 ID LOAD TYPE ASSUMED PF VOLTAGE DROP IS BASED ON THE IEEE RED BOOK AND 2011 NEC CHAPTER

9 TABLE 9 FORMULA:

ASSUMPTIONS:

PHASE B: 2.1 2.7 9.6 H HVAC 0.85 POWER FACTOR VARIED BY LOAD TYE

PHASE C: 0.7 0.9 3.1 L LIGHTING 0.80 VD = I * ( R * PF + X * SIN(ACOS(PF)) * L CONDUIT TYPE

STD DEMAND LOAD BASED ON 125% OF THE LARGEST MOTOR AND 100% OF THE REMAINING

MOTORS, 125% OF CONTINUOUS LOADS, 100% OF NONCONTINUOUS LOADS, AND 50% OF

RECEPTACLE LOADS BEYOND THE FIRST 10KVA

M MOTOR 0.85 WITH AN ADDITIONAL MULTIPLIER OF 2 FOR SINGLE PHASE AND 1.732 FOR

3-PHASE LOADS

WIRE MATERIAL CU

R RECEPTACLE 0.80

P PANEL 0.85

R AND X VALUES ARE TAKEN FROM 2011 NEC CHAPTER 9 TABLE 9.O OTHER 0.85

PANEL SCHEDULE

PANEL NAME: PP#35A VOLTAGE: 208/120 NEMA RATING: 1 MOUNTING: SURFACE NOTES: SEE ONE-LINE DIAGRAM (DWG. E-002)

MAINS RATING: 100 A PHASE: 3 AIC RATING: 10,000 LOCATION: BAY 35, WEST SIDE (DWG. E-106) SOURCE: PP#35

BUS RATING: 50 A MCB WIRE: 4 DEMAND FACTOR: STD

CKT NO. USE DESCRIPTION BKR SIZE CKT KVA CKT AMPS WIRE SIZE WIRE

LENGTH (FT)

VOLTAGE DROP

% PHASE VOLTAGE

DROP %

WIRE

LENGTH (FT)

WIRE SIZE CKT AMPS CKT KVA BKR SIZE DESCRIPTION USE CKT NO.

1 O (E) CKT. FROM PP#35 20/1 0.50 4.17 10 400 2.93 A 2.03 300 8 5.83 0.70 20/1 EF-1 H 2 3 O (E) CKT. FROM PP#35 20/1 0.50 4.17 10 400 2.93 B 2.03 300 8 5.83 0.70 20/1 EF-2 H 4 5 O (E) CKT. FROM PP#35 20/1 0.50 4.17 10 400 2.93 C 2.77 300 8 13.75 1.65 20/2 ECUH-1 H 6

7 L EXIT SIGNS 20/1 0.01 0.08 10 500 0.07 A 2.77 300 8 13.75 1.65 20/2 H 8

9 H AC-1 30/2 4.16 20.00 8 200 2.68 B 2.77 300 8 13.75 1.65 20/2 ECUH-2 H 10

11 H 30/2 4.16 20.00 8 200 2.68 C 2.77 300 8 13.75 1.65 20/2 H 12

13 M RE-CIRC PUMP 20/1 0.06 0.50 12 200 0.29 A SPACE WITH BUSSING 14

15 SPARE 20/1 B SPACE WITH BUSSING 16

17 SPARE 20/1 C SPACE WITH BUSSING 18

19 SPARE 20/1 A SPACE WITH BUSSING 20

21 SPARE 20/1 B SPACE WITH BUSSING 22

23 SPARE 20/1 C SPACE WITH BUSSING 24

25 SPACE WITH BUSSING A SPACE WITH BUSSING 26

27 SPACE WITH BUSSING B SPACE WITH BUSSING 28

29 SPACE WITH BUSSING C SPACE WITH BUSSING 30

CONNECTED KVA DEMAND KVA DEMAND AMPS USE LEGEND VOLTAGE DROP CALCULATION

PHASE A: 2.9 2.9 24.5 ID LOAD TYPE ASSUMED PF VOLTAGE DROP IS BASED ON THE IEEE RED BOOK AND 2011 NEC

CHAPTER 9 TABLE 9 FORMULA:

ASSUMPTIONS:

PHASE B: 7.0 7.0 58.4 H HVAC 0.85 POWER FACTOR VARIED BY LOAD TYE

PHASE C: 8.0 8.0 66.3 L LIGHTING 0.80 VD = I * ( R * PF + X * SIN(ACOS(PF)) * L CONDUIT TYPE

STD DEMAND LOAD BASED ON 125% OF THE LARGEST MOTOR AND 100% OF THE REMAINING

MOTORS, 125% OF CONTINUOUS LOADS, 100% OF NONCONTINUOUS LOADS, AND 50% OF

RECEPTACLE LOADS BEYOND THE FIRST 10KVA

M MOTOR 0.85 WITH AN ADDITIONAL MULTIPLIER OF 2 FOR SINGLE PHASE AND 1.732

FOR 3-PHASE LOADS

WIRE MATERIAL CU

R RECEPTACLE 0.80

P PANEL 0.85

R AND X VALUES ARE TAKEN FROM 2011 NEC CHAPTER 9 TABLE 9.

O OTHER 0.85

EOL

SYMBOL & ABBREVIATION LIST

4-WAY SWAY BRACE

LONGITUDINAL SWAY BRACE

LATERAL SWAY BRACE

UPRIGHT SPRINKLER TO BE REPLACED

POINT OF DISCONNECT

CONNECT TO EXISTING

END OF LINE RESISTOR

DISCONNECT SWITCH

FIRE ALARM SYSTEM ADDRESSABLE MONITOR MODULE

LOW AIR PRESSURE SUPERVISORY SWITCH

VALVE TAMPER SWITCH

WATER FLOW PRESSURE SWITCH

UPRIGHT SPRINKLER

PENDENT SPRINKLER

PRESSURE GAUGE

ANGLE DRAIN VALVE

BALL OR SHUTOFF VALVE

CHECK VALVE

CONTROL VALVE WITH TAMPER SWITCH

S SPRINKLER MAIN (WET SPRINKLER SYSTEM)

DS DRY SPRINKLER MAIN FOR PREACTION SYSTEM

F FEED MAIN

A.F.F. ABOVE FINISHED FLOOR

(TYP.) TYPICAL FOR ALL

0' 8' 16

64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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GENERAL NOTES:

1. PROVIDE COMPLETE AUTOMATIC SPRINKLER SYSTEMS FOR THE ENTIRE BUILDING IN ACCORDANCE WITH UFC 3-600-01 AND THE LATEST EDITION OF NFPA 13. REFER TO FIRE PROTECTION SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

2. PIPING AS SHOWN OR INDICATED IS DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE FOR FINAL SPRINKLER SYSTEM PIPE LAYOUT, SUBJECT TO ENGINEER'S APPROVAL.

3. MAINTAIN PIPE SIZES WHERE INDICATED. FINAL PIPE SIZING SHALL BE VERIFIED BY CONTRACTOR HYDRAULIC CALCULATIONS SUBJECT TO

ENGINEER'S APPROVAL.

4. SPRINKLER DESIGN CRITERIA IS AS FOLLOWS:

a. OFFICES AND OTHER SIMILAR LIGHT HAZARD AREAS: 0.10 GPM/SF OVER 1500 SF, 250 GPM HOSE DEMAND, 5.6 K-FACTOR SPRINKLERS.

b. INDUSTRIAL AREAS: ORDINARY HAZARD, 0.20 GPM/SF OVER 1,950 SF, 500 GPM HOSE DEMAND, 11.2 K-FACTOR SPRINKLERS FOR CEILING HEIGHTS EXCEEDING 30 FEET, 8.0 K-FACTOR SPRINKLERS FOR CEILING HEIGHTS 30 FEET OR LESS. NOTE: UFC 3-600-01 CRITERIA CANNOT BE ACHIEVED. AREA/DENSITY METHOD OF NFPA 13 SHALL BE USED PER APPROVED UFC 3-600-01 EXEMPTION REQUEST.

c. PREACTION SPRINKLER SYSTEM: ORDINARY HAZARD, 0.20 GPM/SF OVER ENTIRE SYSTEM, 500 GPM HOSE DEMAND, 8.0 K-FACTOR

SPRINKLERS.

d. ALL CALCULATIONS SHALL INCLUDE A 10 PERCENT SAFETY FACTOR.

5. ALL SPRINKLER PIPE SIZES 2" AND SMALLER SHALL BE SCHEDULE 40 BLACK STEEL WITH THREADED FITTINGS. PIPE SIZES LARGER THAN 2" ARE PERMITTED TO BE SCHEDULE 10 BLACK STEEL WITH ROLL-GROOVED PIPE COUPLINGS FOR WET PIPE SYSTEMS. PREACTION SPRINKLER SYSTEM PIPING SHALL BE SCHEDULE 40 BLACK STEEL. ROLL-GROOVED COUPLINGS FOR DRY PIPING SHALL HAVE VICTAULIC SILICONE FLUSH-SEAL TYPE GASKETS OR APPROVED EQUAL. PIPING FROM CONNECTION TO WATER SERVICE UP TO AND INCLUDING THE FIRE PUMPS SHALL HAVE FLANGED CONNECTIONS AND EQUIPMENT SHALL HAVE FLANGED CONNECTIONS OR FLANGE ADAPTERS. ALL PIPING SHALL

HAVE A CORROSION RESISTANCE RATIO OF 1.0 OR GREATER.

6. SPRINKLER LOCATIONS SHALL BE COORDINATED WITH BUILDING FEATURES AND OTHER TRADES TO MEET THE REQUIREMENTS TO AVOID

OBSTRUCTIONS TO SPRINKLER DISCHARGE IN ACCORDANCE WITH NFPA 13 CHAPTER 8.

7. PROVIDE 25 ADDITIONAL SPRINKLERS WITH ASSOCIATED PIPING AND SUPPORTS INSTALLED AT LOCATIONS WHERE DIRECTED AND JOB

CONDITIONS MAY REQUIRE.

8. ALL EQUIPMENT SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION USE AND INSTALLED IN ACCORDANCE WITH

APPROVAL/LISTING.

9. AREAS SHOWN WITH UPRIGHT SPRINKLERS DO NOT HAVE FINISHED CEILINGS UNLESS NOTED OTHERWISE. AREAS SHOWN WITH PENDENT SPRINKLERS HAVE FINISHED CEILINGS UNLESS NOTED OTHERWISE. WHERE BOTH PENDENT AND UPRIGHT SPRINKLERS ARE SHOWN WITHIN A SINGLE AREA, PROVIDE PENDENT SPRINKLERS FOR BELOW CEILING PROTECTION AND UPRIGHT SPRINKLERS FOR ABOVE CEILING PROTECTION. ALL PIPING SHALL BE INSTALLED ABOVE FINISHED CEILINGS WHERE PROVIDED.

10. SEISMICALLY PROTECT THE SYSTEM PIPING AGAINST DAMAGE FROM EARTHQUAKES. PROVIDE SWAY BRACING AND SUBMIT LOAD

CALCULATIONS IN ACCORDANCE WITH NFPA 13.

NEW 8-INCH FIRE SERVICE PROVIDE THRUST

BLOCKS AT ALL ELBOWS (SEE "THRUST

BLOCK" DETAILS ON DRAWING FPS-102)

NEW 8-INCH POST INDICATOR VALVE (SEE "POST

INDICATOR VALVE" DETAIL ON DRAWING FPS-102)

NEW NORTH FIRE PUMP ROOM

(SEE DRAWING FP-401)

NEW 8-INCH FIRE SERVICE CONNECTION TO EXISTING

8-INCH SITE WATER MAIN (SEE "TEE CONNECTION TO

EXISTING WATER MAIN" DETAIL ON DRAWING FPS-102

PROVIDE BOLLARDS FOR INDICATOR POST

PROTECTION (SEE "BOLLARD/PIPE GUARD

DETAIL" ON DRAWING FPS-102)

NEW 8-INCH POST INDICATOR VALVE

(SEE "POST INDICATOR VALVE"

DETAIL ON DRAWING FPS-102)

PROVIDE BOLLARDS FOR INDICATOR

POST PROTECTION (SEE

"BOLLARD/PIPE GUARD DETAIL" ON

DRAWING FPS-102)

EXISTING 8-INCH WATER MAIN

NEW SOUTH FIRE PUMP ROOM

(SEE DRAWING FP-402)

NEW 8-INCH FIRE SERVICE

PROVIDE THRUST BLOCKS AT ALL

ELBOWS (SEE "THRUST BLOCK"

DETAILS ON DRAWING FPS-102)

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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232425

262728

293031

3233343536373839404142434445464748495051525354555657585960616263646566676869

SCALE: NONEA5 KEY PLAN

SOUTH CENTER NORTH

FPS-101

SCALE: NOT TO SCALEA1 EXISTING WATER DISTRIBUTION PLAN

C E

- S

GENERAL NOTES:

1. REFER TO DRAWING L-101 FOR SITE REPAIR LOCATIONS AND DETAILS FOR BOTH FIRE

SERVICES.

2. POST INDICATOR VALVE SHALL BE ELECTRICALLY SUPERVISED WITH A TAMPER SWITCH TO

BE MONITORED BY THE BUILDING FIRE ALARM WITH WIRING AND CONDUIT PROVIDED IN

ACCORDANCE WITH DIVISION 26.

3. ALL UNDERGROUND FIRE SERVICE PIPING SHALL BE CLASS 200 DUCTILE-IRON IN

ACCORDANCE WITH SPECIFICATION SECTION 33 11 00.

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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FPS-102

NOTES:

1. ALL VALVES AND TEES SHALL BE RESTRAINED JOINT.

2. CONTRACTOR SHALL CONFIRM EXISTING PIPE O.D. PRIOR TO

THE CUTTING OF ANY EXISTING PIPE.

24" MIN SPOOL PIECE (TYP.)

D.I.P. SOLID SLEEVE

EXISTING D.I.P/C.I./P.V.C.

WATERMAIN

EXISTING WATERMAIN

MECHANICAL

JOINT RESTRAINT

MECHANICAL

JOINT RESTRAINT

TEE CONNECTION TO EXISTING WATER MAIN

NOT TO SCALE

24" MIN SPOOL PIECE (TYP.)

NEW FIRE SERVICE

THRUST BLOCK

GRADE

CONCRETE

THRUST BLOCK

CONCRETE

THRUST BLOCK

UNDISTURBED EARTH

PIPELINE

TEE

POLYETHYLENE

BARRIER

PLAN SECTION

'L'

HORIZONTAL THRUST BLOCK FOR TEES

NOT TO SCALE

MECHANICAL JOINT

RESTRAINT

12" 1'-4" 1'-0"

16" 4'-8"14" 4'-0" 2'-8" 2'-0"

5'-4"

8" 6"

2'-8" 2'-4" 2'-0"

UP TO 150 P.S.I. WORKING PRESSURE

H L

PLUG, CAP, TEE OR

TAP SLEEVEPIPE

SIZE

HORIZONTAL ANCHOR DIMENSIONS

FOR AVERAGE SOIL CONDITIONS

NOTES:

1. SIZES BASED ON 150 PSI PRESSURE IN PIPELINE AND 2,000 PSF SOIL BEARING STRENGTH.

2. ALL EXPOSED PORTIONS OF ANCHOR STRAPS TO RECEIVE A MINIMUM OF 2 FIELD COATS OF BITUMASTIC MATERIAL.

3. PRIOR TO PLACING CONCRETE WRAP ANCHORS & ALL FITTINGS IN 8-MIL THICK POLYTHENE.

4. ALL ANCHOR RODS SHALL BE TYPE 304 STAINLESS STEEL.

THRUST BLOCK HORIZONTAL

NOT TO SCALE

VALVE

FIRE SERVICE

FINISHED GRADE

CONDUIT AND WIRING (BY DIV.26)

POST INDICATOR VALVE

WITH TAMPER SWITCH,

WRENCH AND LOCK.

5'-6"

36" (±)

OPEN

2'-0"

6" 3'-

1'- 4"

3'- 6"

1'- 6"

GRAVEL OR

ASPHALT

BUILDING OR

SIDEWALK

REFERENCE

POST INDICATOR VALVE

NOT TO SCALE

BOLLARD/PIPE GUARD DETAIL

NOT TO SCALE

FINISHED GRADE

SLOPE (TYP.)

PAINTED YELLOW

6"Ø STEEL PIPE COL. FILLED

SOLID W/ CONCRETE

ROUNDED CONCRETE

TOP

MEN

CLST

EXTENT OF EXISTING PREACTION

SPRINKLER SYSTEM

6"6"6"4"4"

4"4"

6" 6"

REMOVE EXISTING SPRINKLERS

(TYPICAL OF 18)

EXISTING PREACTION SPRINKLER SYSTEM BRANCH

LINES AND SUPPLY PIPING TO REMAIN

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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2345678910111213141516171819202122

232425

262728

293031

3233343536373839404142434445464748495051525354555657585960616263646566676869

SCALE: NONEA5 KEY PLAN

SOUTH CENTER NORTH

FPD-101

AREA OF WORK

SCALE: 1/8" = 1'-0"A1 PARTIAL FLOOR PLAN - SOUTH END

O N

N D

MATCHLINE

REMOVAL GENERAL NOTES:

1. REMOVE ALL SPRINKLERS, PIPING, HANGERS AND ASSOCIATED EQUIPMENT

WHERE SHOWN AS BEING REMOVED BACK TO POINT(S) INDICATED.

REMOVAL KEYED NOTES:

REMOVE TO FLANGE APPROXIMATELY 1'-0" A.F.F. RISER TO BE REMOVED

CONSISTS OF 8" OS&Y GATE VALVE, 8" ALARM VALVE WITH TRIM AND ALL

ASSOCIATED COMPONENTS. PROVIDE CAP AT FLANGE AND ABANDON

INCOMING WATER SERVICE IN PLACE.

REMOVE 4" PREACTION VALVE WITH TRIM, DRAIN PIPING, AND ALL

ASSOCIATED COMPONENTS UP TO DISCHARGE OF PREACTION VALVE.

EXISTING SPRINKLER MAIN TO REMAIN THAT FEEDS EXISTING SPRAY PAINT

BOOTH SPRINKLERS.

REMOVE EXISTING KIDDE PREACTION RELEASING CONTROL PANEL.

INITIATING DEVICES AND CIRCUIT SHALL BE EXISTING TO REMAIN.

METAL PROCESSING

6" 6" 6" 6" 6"

6" 6"

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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2345678910111213141516171819202122

232425

262728

293031

3233343536373839404142434445464748495051525354555657585960616263646566676869

SCALE: NONEA5 KEY PLAN

SOUTH CENTER NORTH

FPD-102

AREA OF WORK

SCALE: 1/8" = 1'-0"A1 PARTIAL FLOOR PLAN - SOUTH END

O N

N D

MATCHLINE

REMOVAL KEYED NOTES:

REMOVE TO FLANGE APPROXIMATELY 1'-0" A.F.F. RISER EQUIPMENT

CONSISTS OF 8" OS&Y GATE VALVE, 8" ALARM VALVE WITH TRIM AND ALL

ASSOCIATED COMPONENTS. PROVIDE CAP AT FLANGE AND ABANDON

INCOMING WATER SERVICE IN PLACE.

REMOVAL GENERAL NOTES:

1. REMOVE ALL SPRINKLERS, PIPING, HANGERS AND ASSOCIATED EQUIPMENT

WHERE SHOWN AS BEING REMOVED BACK TO POINT(S) INDICATED.

151 152 153 154

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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JEC

N O

BAY

2345678910111213141516171819202122

232425

262728

293031

3233343536373839404142434445464748495051525354555657585960616263646566676869

SCALE: NONEA5 KEY PLAN

SOUTH CENTER NORTH

FPD-103

AREA OF WORK

SCALE: 1/8" = 1'-0"A1 PARTIAL FLOOR PLAN - NORTH END

O N

N O

E N

MATCHLINE

REMOVAL GENERAL NOTES:

1. REMOVE ALL SPRINKLERS, PIPING, HANGERS AND ASSOCIATED EQUIPMENT

WHERE SHOWN AS BEING REMOVED BACK TO POINT(S) INDICATED.

4" 4" 4" 4"

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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2345678910111213141516171819202122

232425

262728

293031

3233343536373839404142434445464748495051525354555657585960616263646566676869

SCALE: NONEA5 KEY PLAN

SOUTH CENTER NORTH

FPD-104

AREA OF WORK

SCALE: 1/8" = 1'-0"A1 PARTIAL FLOOR PLAN - NORTH END

O N

N O

E N

MATCHLINE

REMOVAL KEYED NOTES:

REMOVE TO FLANGE APPROXIMATELY 3'-0" A.F.F. PROVIDE CAP AT

FLANGE AND ABANDON INCOMING WATER SERVICE IN PLACE. RISER TO

BE REMOVED CONSISTS OF 4" DOUBLE CHECK VALVE BACKFLOW

PREVENTER ASSEMBLY, 4" SPRINKLER ZONE CONTROL ASSEMBLY, AND

ALL ASSOCIATED COMPONENTS.

CONTINUED TO ADVANCED COMPOSITES LABORATORY. THIS PORTION

OF SYSTEM IS EXISTING TO REMAIN.

FIRE DEPARTMENT CONNECTION (FDC) IS EXISTING TO REMAIN (TYPICAL

FOR ALL).

REMOVAL GENERAL NOTES:

1. REMOVE ALL SPRINKLERS, PIPING, HANGERS AND ASSOCIATED EQUIPMENT

WHERE SHOWN AS BEING REMOVED BACK TO POINT(S) INDICATED.

4" 4" 4"

6" 4"

FP-402

CONNECT 4"DS INTO EXISTING

PREACTION SPRINKLER SYSTEM

6"S6"S

6"S 6"S 6"S 6"S 6"S 6"S

6"S

4"DS

8"S

8"F

8"F 8"F 8"F 8"F 8"F

6"S

8"F

6"S

6"S6"S

8"F

6"S

8"F

8"F 8"F 8"F 8"F 8"F 8"F 8"F

6"S 6"S

6"S

8"F

SPRINKLER ZONE CONTROL 10;

REFER TO DETAIL A1, FP-501

SPRINKLER ZONE CONTROL 7&9;

REFER TO DETAIL A1, FP-501

FP-403 SPRINKLER ZONE SEPARATION

BETWEEN BAYS 46 AND 47

8"F DOWN FROM CRANE

RAIL TO BELOW CATWALK

FP-404

8"S UP FROM LOWER

CEILING TO CRANE RAIL

8"S UP TO HIGH CEILING

8"F 8"S

8"S UP TO HIGH CEILING 2 1/2"S DOWN TO PIT, CONTINUED ON FP-401

EXTENT OF PIT BELOW GRADE.

REFER TO PLAN FP-104.

1 1/4"S DOWN COLUMN

FOR TRAILER SPRINKLERS

CONNECT INTO EXISTING MAIN

FOR SPRAY PAINT BOOTH

EXISTING SPRAY PAINT

BOOTH; EXISTING FIRE

PROTECTION INSIDE TO

REMAIN

EXISTING OVEN; NO FIRE

PROTECTION REQUIRED

AND PROVIDED

CONNECT INTO EXISTING 4" STANDPIPE MAIN

WITH 4" SUPERVISED OS&Y VALVE

CONNECT INTO EXISTING 4" STANDPIPE MAIN

WITH 4" SUPERVISED OS&Y VALVE

6"S 6"S 6"S 6"S 6"S

6"S 6"S 6"S 6"S 6"S 6"S

6"S 6"S

9' - 0" 9' - 0"

SPRINKLER ZONE SEPARATION

BETWEEN BAYS 46 AND 47

SPRINKLER ZONE SEPARATION

BETWEEN BAYS 59 AND 60

SPRINKLER ZONE SEPARATION

BETWEEN BAYS 59 AND 60

6"S

8"S 8"S 8"F

8"F

8"S UP TO HIGH CEILING

8"S

6"S

8"S4"DS

8" SUPERVISED OS&Y VALVES

SPRINKLER ZONE CONTROL 8;

REFER TO DETAIL A1, FP-501

8" SUPERVISED OS&Y VALVES

8" SUPERVISED

OS&Y VALVES

8"S UP TO HIGH CEILING

6"S

BAY

47484950515253545556575859606162636465666768 46

SOUTH FIRE PUMP ROOM

C H

8" CONTINUED TO SITE WATER SYSTEM.

REFER TO SHEET FPS-101.

JEC

N O

0' 8' 16

64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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/1 6"

'-0

FP-101

R E

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EXTENT OF EXISTING PREACTION SPRINKLER

SYSTEM

2" BRANCH LINE WITH SPRINKLERS

BELOW CATWALK (TYP.)

KEYED NOTES:

REPLACE EXISTING SPRINKLERS WITH K = 8.0, QUICK-RESPONSE, UPRIGHT SPRINKLERS

WITH NOMINAL PIPE THREAD TO MATCH EXISTING (TYPICAL OF 18). PROVIDE INSPECTOR'S

TEST CONNECTION FROM MOST REMOTE BRANCH LINE AND DRAIN TO EXTERIOR. REFER

TO DETAIL A2, FP-501.

PROVIDE ADDRESSABLE MONITOR MODULE FOR MONITORING OF EXISTING PREACTION

SYSTEM INITIATING DEVICE CIRCUIT. PROVIDE SIGNALING LINE CIRCUIT TO PREACTION

CONTROL PANEL IN SOUTH FIRE PUMP ROOM. REFER TO DETAIL D1, FP-502.

SUPPORT 6" SPRINKLER MAIN SERVING HIGH BAY CEILING AREA FROM MASONRY WALLS

WITH PIPE SUPPORT BRACKET AS SHOWN BY DETAIL C2, FP-502 OR OTHER APPROVED

METHOD. PROVIDE SUPPORTS AT EVERY COLUMN AND HALF WAY BETWEEN (APPROX.

9'-0" SPACING). DO NOT SUPPORT MAINS FROM TRUSSES OR ROOF. TYPICAL FOR ENTIRE

LENGTH OF MAIN INDICATED.

1/16" = 1'-0"A1 PARTIAL FLOOR PLAN - SOUTH END

AREA OF WORK

3 3 3 3

3 3

8"F

6"S

8"F

6"S 6"S

8"F

6"S

8"F 8"F

6"S

8"F8"S

6"S

8"F

6"S

8"F 8"F

SPRINKLER ZONE CONTROL 6;

REFER TO DETAIL A1, FP-501

SPRINKLER ZONE CONTROL 5;

REFER TO DETAIL A1, FP-501

SPRINKLER ZONE CONTROL 4;

REFER TO DETAIL A1, FP-501

SPRINKLER ZONE CONTROL 3;

REFER TO DETAIL A1, FP-501

FP-403

SPRINKLER ZONE

SEPARATION

BETWEEN BAYS

31 AND 32

SPRINKLER ZONE

SEPARATION

BETWEEN BAYS

31 AND 32

8"F UP FROM LOWER

CEILING TO CRANE RAIL

8"S UP TO HIGHER CEILING

2 1/2"S UP

6"S 6"S

8"F 8"F

6"S 6"S

2" DOWN TO LOWER

CEILINGS

2" DOWN TO LOWER

CEILING

6"S

6"S 6"S 6"S

6"S 6"S

6"S

9' - 0" 9' - 0" 9' - 0"

4"S

CONTINUED ON FP-106

8"S

6"S

8"F

8" SUPERVISED OS&Y VALVES

8" SUPERVISED

OS&Y VALVES

8" SUPERVISED

OS&Y VALVES

8" SUPERVISED

OS&Y VALVES

232425

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323334353637383940414243444546

BAY

C H

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0' 8' 16

64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT.

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File details come from the government source that posted it. Updated Jun 26, 2025.