503-19-109 - BId Drawings Replace Fire Pumps.pdf

PDF 10 MB Posted Aug 7, 2020

Attached to: Y1DZ--Replace Fire Pumps at VA Medical Center, Altoona, PA 16602 Project No. 503-19-109
Solicitation number: 36C24420B0008
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 4

About this file

Written by GovTribe AI · Dec 28, 2023

This document summarizes an amendment to a federal contract solicitation for replacing fire pumps at a VA medical center in Altoona, Pennsylvania. The solicitation number is 36C24420B0008 from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 4. Amendment 0001 represents a reposting of the bid drawings, as the drawings did not upload correctly with the original solicitation. The amendment does not provide any changes to the required products or services, response dates, or other solicitation details. It serves only to correct the upload of drawings for the fire pump replacement project at the specified VA medical center.

View the file

Other files

File	Type	Posted
36C24420B0008 0002.pdf	PDF	Aug 11, 2020
Water Safety Plan Specifications.pdf	PDF	Aug 11, 2020
36C24420B0008 0001.pdf	PDF	Aug 7, 2020

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

NORTH ARROW

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

VIEWING

DIRECTION

VIEWING

DIRECTION

VIEW TITLE

BUILDING/WALL SECTION CUT

ELEVATION

DETAIL SECTION CUT

DETAIL CALLOUT

DRAWING SYMBOLS

SCALE: X" = 1'-0"

DETAIL TITLEXX

XXXXX

DRAWING LIST

DRAWING NUMBER DRAWING TITLE

GENERAL

GI001 TITLE SHEET AND DRAWING INDEX

GC101 PHASING PLAN

GC501 PHASING DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES AND LEGENDS

SD101 STRUCTURAL DEMOLITION PLAN - BASEMENT

SB101 STRUCTURAL FLOOR PLAN - BASEMENT

SB301 STRUCTURAL SECTIONS

ARCHITECTURAL

A-001 GENERAL CODE ITEMS AND LIFE SAFETY PLAN

A-101 ARCHITECTURAL PARTIAL PLANS

A-601 SCHEDULES AND DETAILS

FIRE PROTECTION

F-001 FIRE PROTECTION NOTES AND LEGENDS

FD101 FIRE SUPPRESSION DEMOLITION PLAN - BASEMENT

FA101 FIRE ALARM EQUIPMENT PLAN

FA102 FIRE ALARM EQUIPMENT PLAN

FA601 FIRE ALARM RISER DIAGRAM AND IO MATRIX

FX101 FIRE SUPPRESSION EQUIPMENT PLAN - BASEMENT

FX102 FIRE SPRINKLER PLANS - PARTIAL PLANS

FX201 FIRE SUPPRESSION EQUIPMENT ELEVATIONS

FX501 FIRE SUPPRESSION DETAILS

FX602 FIRE SUPPRESSION EQUIPMENT P&ID - ELECTRIC

FX603 FIRE SUPPRESSION EQUIPMENT P&ID - DIESEL

FX604 FIRE WATER FLOW CONTROL DIAGRAM

PLUMBING

PP101 PLUMBING PLAN - BASEMENT

MECHANICAL

M-001 MECHANICAL NOTES AND LEGENDS

MH101 MECHANICAL HVAC PLAN AND ELEVATION

ELECTRICAL

E-001 ELECTRICAL NOTES AND LEGENDS

ED101 ELECTRICAL DEMOLITION PLAN - BASEMENT

ED601 ELECTRICAL ONE LINE DIAGRAM

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL EQUIPMENT SCHEDULES

E-602 ELECTRICAL EQUIPMENT SCHEDULES

ES101 ELECTRICAL SITE PLAN

EP101 ELECTRICAL POWER PLAN - BASEMENT

EP102 ELECTRICAL POWER PLAN - MAIN FLOOR

EP601 ELECTRICAL ONE LINE DIAGRAM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

TITLE SHEET AND DRAWING INDEX BID DOCUMENTS

PARTIALLY

SPRINKLERED

REPLACE FIRE PUMPS - ALTOONA

VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

2020-01-10

GI001

503-19-109

REV 0 - BID DOCUMENTS 2020-01-10

SBV MAW

AREA OF WORK

1/10/2020

TEMPORARY

106,000 GAL

PILLOW TANK

UNDERGROUND

RESERVOIR

35'

2 3

TEMPORARY

PIPING

TEMPORARY

FIRE PUMP

CONTRACTOR

STAGING AREA

TEMPORARY

CONSTRUCTION

FENCE

B16

B19

EX GEN 4

EX GEN 3

B03

27TH STREET

PLEASANT VALLEY BOULEVARD (OLD US ROUTE 220)

SHED SHED

GC501

8 6 7

GC501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PHASING PLAN BID DOCUMENTS

PARTIALLY

SPRINKLERED

REPLACE FIRE PUMPS - ALTOONA

VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

2020-01-10

GC101

503-19-109

SBV CJR

REV 0 - BID DOCUMENTS 2020-01-10

GENERAL NOTES

1. CONTRACTOR SHALL NOT USE EXISTING STORAGE STRUCTURES.

LIMIT FOREIGN MATERIAL AND EQUIPMENT IN THE RESERVOIR. PERFORM

AS MUCH WORK AND ASSEMBLY PRIOR TO ENTERING THE RESERVOIR AS

POSSIBLE.

3. CONTRACTOR TO PROVIDE FREEZE PROTECTION AS NEEDED.

KEYED NOTES

PHASE 1: INSTALL TEMPORARY WATER TANK, FIRE PUMP WITH JOCKEY

PUMP, AND REQUIRED PIPING. THIS SYSTEM WILL SUPPLY THE CAMPUS

WITH FIRE WATER FOR THE DURATION OF CONSTRUCTION. PIPING WILL

BE ROUTED INTO THE FIRE PUMP ROOM OF BUILDING 3. CONTRACTOR TO

ENSURE 24/7 COVERAGE AND 100% OPERATION AND MAINTENANCE OF

TEMPORARY EQUIPMENT.

2 HOLD POINT: REVIEW WITH VA TO DETERMINE WHETHER VIDEO

INSPECTION OF DISCHARGE LINE IS DESIRED.

PHASE 2: INSTALL NEW BACK FLOW PREVENTER ALONG WITH PIPING PER

GC501, DETAIL 3. PLACE A BLIND FLANGE ON THE UNUSED INLET. TIE IN

TEMPORARY PIPING TO THE TEE TO SUPPLY WATER FOR CAMPUS FIRE

PROTECTION.

4 PHASE 3: WORK WITH VA TO OPEN DOMESTIC WATER BYPASS.

PHASE 4: DRAIN RESERVOIR AND INSTALL NEW SUCTION LINE FROM

UNDERGROUND RESERVOIR. COORDINATE INSPECTION OF RESERVOIR

INTERIOR AND EQUIPMENT WITH VA WHILE DRAINED.

6 PHASE 5: DEMOLITION OF EXISTING PIPING, PUMPS, VALVES,

CONTROLLERS, AND EQUIPMENT PADS.

7 PHASE 6: INSTALLATION OF NEW FIRE PUMPS AND RECONSTRUCTION OF

FIRE PUMP ROOM TO MEET CODE.

PHASE 7: TIE IN NEW PIPING TO BACK FLOW PREVENTER INLET INSTALLED

IN PHASE 2. DISINFECT AND REFILL RESERVOIR WITH COORDINATION

FROM VA.

9 PHASE 8: DECONSTRUCT TEMPORARY FIRE PUMP SYSTEM AND PLACE

BLIND FLANGE ON UNUSED INLET.

10 CONTRACTOR TO RESTORE SITE TO ORIGINAL EXTERIOR CONDITIONS.

SCALE: 1" = 20'

PHASING PLAN1

KEYPLAN

B19

B16

PRESSURE

REDUCING VALVE

PRESSURE SWITCH

ON: 93 PSI

OFF: 104 PSI

PRESSURE SENSING LINE

JOCKEY PUMP

4" CHECK VALVE

4" GATE VALVE

FIRE WATER SYSTEM

PRESSURE RELIEF VALVE

2" GATE VALVE

2" CHECK VALVE

ELECTRIC MOTOR STARTER

W/PRESSURE SWITCH

ON: 108 PSI

OFF: 119 PSI

PRESSURE SENSING LINE

FROM PILLOW TANK

TO FIRE WATER SUPPLY.

SEE DETAIL 3 ON THIS SHEET

NOTE:

BASIS OF DESIGN: GODWIN HL4M DIESEL PUMP

LINE POST

TEMPORARY FENCE BASE TEMPORARY FENCE BASE

BOTTOM OF FENCE

1" ABOVE GRADE

7'- 0"

TERMINAL POST

GALVANIZED CHAIN LINK FENCING

WITH PRIVACY COVERAGE

GALVANIZED CHAIN LINK FENCING

WITH PRIVACY COVERAGE

TEMPORARY SUPPLY LINE

FROM TEMPORARY PUMP

DISCHARGE TO

SUPPLY CAMPUS

FLOOR

REPLACE BACK TO

LIMIT OF DEMOLITION

4" PIPE

RISER, 2 1/2" PIPE

BLIND FLANGE

DOUBLE CHECK

DETECTOR ASSEMBLY

8 X 4 REDUCER

PIPE SUPPORT8" PIPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PHASING DETAILS BID DOCUMENTS

PARTIALLY

SPRINKLERED

REPLACE FIRE PUMPS - ALTOONA

VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

2020-01-10

GC501

503-19-109

SBV CJR

REV 0 - BID DOCUMENTS 2020-01-10

SCALE: NTS

TEMPORARY PUMP SET-UP1

GC101

SCALE: NTS

TEMPORARY CONSTRUCTION FENCE DETAIL2

GC101

SCALE: NTS

TEMPORARY TIE-IN DETAIL3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL NOTES AND LEGENDS BID DOCUMENTS

PARTIALLY

SPRINKLERED

REPLACE FIRE PUMPS - ALTOONA

VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

2020-01-10 S-001

503-19-109

SBV VAR

REV 0 - BID DOCUMENTS 2020-01-10

SITE WORK

1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO

EXCAVATION.

2. ASSUMED ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF. NOTIFY ENGINEER OF RECORD IN

WRITING IF SOIL BEARING CAPACITY IS LESS THAN 1000 PSF.

3. ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE

CONDITIONS SHOWN ON THE DRAWINGS. THE SUBSURFACE CONDITIONS SHOWN REPRESENT

EXPECTED CONDITIONS AND ACTUAL CONDITIONS MAY VARY.

4. ALL METAL REMOVED FROM EXISTING EQUIPMENT DURING THIS PROJECT IS TO REMAIN THE

PROPERTY OF THE CONTRACTOR.

CONCRETE

1. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4000 PSI.

2. LAP 48 BAR DIAMETERS MIN. CORNER BARS SHALL MATCH HORIZONTAL WALL,

FOOTING, AND BOND BEAM REINFORCING. DO NOT WELD.

3. REINFORCING BAR SPLICES SHALL BE ACI CLASS B, BUT NOT LESS THAN 12 INCHES OF

LAP OR AS INDICATED ON THE DRAWINGS.

4. PROVIDE CORNER REINFORCING BARS AT ALL EXTERIOR CORNERS. CORNER BARS TO

MATCH HORIZONTAL REINFORCING

5. COVER FOR REINFORCEMENT SHALL BE:

FOOTINGS 3” BOTTOM

2” SIDE AND TOP

WALLS 2” SIDE AND TOP

PIERS 2” TOP

1-1/2” TO TIES

SLABS MID DEPTH

DESIGN DATA:

IN ITS COMPLETED STATE, STRUCTURAL ITEMS FOR REPLACEMENT OF FIRE PUMPS FOR THE ALTOONA VAMC ARE DESIGNED FOR THE FOLLOWING SURCHARGE LOADS. DO NOT EXCEED STATED SURCHARGE LOADS.

1. DEAD LOAD: STRUCTURE SELF WEIGHT

DIESEL PUMP = 3000 LB.

ELECTRIC PUMP = 2000 LB.

ELECTRIC CABINET = 1000 LB.

2. LIVE LOAD-ROOF: NOT APPLICABLE

3. LIVE LOAD:

BASEMENT AREA 2000 LB. CONCENTRATED

100 PSF FLOOR

4. SNOW LOAD: NOT APPLICABLE

5. WIND LOAD: NOT APPLICABLE

6. SEISMIC LOAD: ALTOONA, PA

RISK CATEGORY IV

IMPORTANCE FACTORS, Ie = 1.50

SOIL SITE CLASS = D

MAPPED SPECTRAL RESPONSE ACCELERATIONS

Ss = 0.113 S1 = 0.051

SDS = 0.121

SD1 = 0.081

SEISMIC DESIGN CATEGORY = C

COMPONENT TYPE = ENGINES, TURBINES, PUMPS, COMPRESSORS, AND

PRESSURE VESSELS NOT SUPPORTED ON SKIRTS AND

NOT WITHIN SCOPE OF CHAPTER 15 (NON BUILDING

STRUCTURES) (ASCE 7-10 TABLE 13.6-1)

AMPLIFICATION FACTOR, ap = 1.00 RESPONSE MODIFICATION COEFFICIENT, Rp = 2.50

EQUIVALENT LATERAL FORCE METHOD

COMPONENT HORIZONTAL SEISMIC FORCE, Fph = 0.03 LBS PER LB COMPONENT WEIGHT COMPONENT VERTICAL SEISMIC FORCE, Fpv = 0.02 LBS PER LB COMPONENT WEIGHT

GENERAL ABBREVIATIONS

AB ANCHOR BOLT (-S)

ACI AMERICAN CONCRETE INSTITUTE

ADD'L ADDITIONAL

AFF ABOVE FINISHED FLOOR

ARCH ARCHITECT (-URAL)

BLDG BUILDING

BSMT BASEMENT

BTM BOTTOM

CMU CONCRETE MASONRY UNIT (-S)

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

DBL DOUBLE

DIA DIAMETER

DIM DIMENSION

DWG/S DRAWING/S

EL ELEVATION

ENG ENGINEER (-S, -ED, -ING)

EQ EQUAL

EW EACH WAY

EST ESTIMATE

EXIST EXISTING

EXP EXPANSION

FF FINISH FLOOR

FNDN FOUNDATION

FS FAR SIDE

FTG FOOTING

HORIZ HORIZONTAL

IE ID EST, IN OTHER WORDS

LB POUND

MAX MAXIMUM

MIN MINIMUM

MO MASONRY OPENING

NS NEAR SIDE

NS/NM NON-SHRINK/NON-METALLIC

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

PL PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RAD RADIUS

REINF REINFORCEMENT

REQ'D REQUIRE (-S, -ED)

SCH SCHEDULE

SF SQUARE FOOT

SIM SIMILAR

SJ SAW CUT JOINT

STL STEEL

TOM TOP OF MASONRY

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

WF WIDE FLANGE

WWR WELDED WIRE REINFORCEMENT

GENERAL SYMBOLS AND LINETYPES

DEMOLISH/REMOVE

ROOM NAME AND NUMBERC2

CORRIDOR

DEMOLITION LINE

AIR DRYER PAD

FIRE PUMP ROOM

B01

DOMESTIC WATER

PUMPS

B01B

AIR COMPRESSOR PAD CABINET PAD

CONDENSATE

PUMP PAD

3 '

2' - 6" 8' - 0"

- 6

2' - 6"

- 0

6' - 10 1/2"

4' - 10 5/8"

4 4 o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

PARTIALLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REV 0 - BID DOCUMENTS 2020-01-10

C U se rs

\v ro b e rt s\

D o cu m e n ts

-A rc h

B u ild in g

-C E

N T

R A

L vr o b e rt sL E

E B

D .r v t

SD101

STRUCTURAL DEMOLITION PLAN -

BASEMENT

REPLACE FIRE PUMPS -

ALTOONA VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

503-19-109

2020-01-10 SBV VAR

SCALE: 1/2" = 1'-0"1

STRUCTURAL DEMOLITION PLAN - BASEMENT

GENERAL NOTES

1 SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

2 REFER TO FIRE SUPPRESSION EQUIPMENT DRAWINGS FOR NEW

PIPE LAYOUT.

3 DRAWING IS DIAGRAMATIC IN NATURE. CONTRACTOR TO FIELD

VERIFY LOCATIONS OF ALL SUB-SURFACE UTILITIES PRIOR TO

WORK BEING PERFORMED.

4 DEMOLITION WORK WILL BE COMPLETED INSIDE FIRE PUMP ROOM.

CONTRACTOR TO ERECT PROPER ENCLOSURE TO PREVENT DUST

FROM ACCUMULATING ON EXISTING EQUIPMENT. FOLLOW

REQUIREMENTS ON INFECTION CONTROL PERMIT PROVIDED BY

THE VA DURING CONSTRUCTION. ANY EXISTING EQUIPMENT NOT

SHOWN ON THE DRAWINGS WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO RELOCATE AND REINSTALL AT NO EXPENSE TO

THE VA, IF NEEDED.

5 CONCTRACTOR TO FOLLOW OSHA REQUIREMENTS FOR SILICA

DUST. SEE OSHA 1920.1053

KEYED NOTES

1 SAW CUT EXISTING SLAB ON GRADE FOR TRENCHING.

2 CORE DRILL EXISTING WALL FOR NEW PIPE PENETRATION.

3 CORE DRILL EXISTING FOUNDATION AND/OR WALL FOR NEW PIPE

PENETRATION.

4 REMOVE EXISTING EQUIPMENT PAD TO FINISHED FLOOR

ELEVATIONS. FINISH TO MATCH EXISTING SURROUNDING SLAB.

B19

B16

27T H STREET

Y B

D (O L D

U S

KEYPLAN

Revisions: Date: 1/10/2020

SB301

15' - 4"

6' - 10 1/2"

2' - 6"

- 0

8' - 4 1/8"

- 6

2 3

3' - 1"2' - 4"

1' - 2"

4' - 10 5/8"

TERMINATE TRENCH AT

EXISTING WALL AND FOOTING

TERMINATE TRENCH AT

EXISTING WALL AND FOOTING

135.00°

SB301 SIM

SB301

SIM

SB301

2' - 6" 8' - 0"

FIRE PUMP ROOM

B01

DOMESTIC WATER

PUMPS

B01B

SLOPE 1/8" PER FOOT TOWARDS SUMP

SLOPE 1/8" PER FOOT TOW

ARDS DRAIN

SUMP PIT

o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

PARTIALLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REV 0 - BID DOCUMENTS 2020-01-10

C U se rs

\v ro b e rt s\

D o cu m e n ts

-A rc h

B u ild in g

-C E

N T

R A

L vr o b e rt sL E

E B

D .r v t

A M

SB101

STRUCTURAL FLOOR PLAN -

BASEMENT

REPLACE FIRE PUMPS -

ALTOONA VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

503-19-109

2020-01-10 SBV VAR

SCALE: 1/2" = 1'-0"1

STRUCTURAL TRENCH PLAN - BASEMENT

GENERAL NOTES

1 SEE S-001 FOR STRUCTURAL NOTES AND LEGENDS.

2 TOP OF EXISTING SLAB ELEVATION = 1106'-11 1/4".

3 COORDINATE LOCATION OF TRENCH WITH NEW FIRE PROTECTION

EQUIPMENT.

4 COORDINATE LOCATION OF PUMPS AND PADS WITH FIRE

PROTECTION.

B19

B16

27T H STREET

Y B

D (O L D

U S

KEYPLAN

KEYED NOTES

1 1'-0" THICK ELECTRIC PUMP PAD.

2 1'-4" THICK JOCKEY PUMP PAD.

3 8" THICK DIESEL PUMP PAD.

4 FIRE WATER LINE TRENCH.

5 COORDINATE DRAIN PIPE WITH PLUMBING DRAWINGS.

6 COORDINATE SUMP PUMP WITH PLUMBING DRAWINGS.

SB301

#5 BARS @ 8" OC DRILL AND EPOXY WITH

HILTI HIT-HY 200 8" MINIMUM EMBEDMENT

EXISTING SLAB ELEVATION = 1106'-11 1/4"

EXISTING WALL

EXISTING WALL AND FOOTING

12' - 0" REF

2' - 0 1/2"1'

0" R

E F 3"

SB101

TERMINATE TRECH AT

EXISTING WALL AND FOOTING

TRMINATE TRENCH AT

EXISTING WALL AND FOOTING

SB301

NOTE:

MAINTAIN FIRE STOPPING WITH

NEW WALL PENETRATION FOR PIPE

1' - 6" 6"6"

3" 6"

#5 BARS @ 12" OC TYP

#5 BAR PACED AS SHOWN

#5 BARS @ 12" OC WITH

HIT-HY 200 8" EMBEDMENT

MINIMUM TYP

SB301

SB101

12"

ALUMINUM PLATE COVER

L3x3x1/4 WITH 3/8" DIA

STUD @ 18" OC TYP

1/2" 6016-T6 ALUMINUM PLATE

TRENCH COVER WITH SLIP

RESISTANT SURFACE (COF = 0.8)

1/2"x1/2" FLAT BAR STOCK

1 3/4" 4 1/4"

1/ 2"

2' - 4"

TYP

1 1/2" CLEAR

#4 BARS @ 12" OC. DRILL AND

EPOXY WITH HILTI HIT-HY 200.

MINIMUM 4" EMBEDMENT

#4 BARS @ 12" OC TYP

EXISTING SLAB

NOTE:

COORDINATE CONCRETE PAD LOCATION, SIZE

AND THICKNESS WITH FIRE PROTECTION

SB101

12"

EXISTING SLABALUMINUM PLATE COVER. SEE DETAIL 7 FOR LAYOUT

#5 BARS @ 12" OC

TYP

#5 BAR PACED AS SHOWN

#5 BARS @ 12" OC WITH

HIT-HY 200 8" EMBEDMENT

MINIMUM TYP

EXISTING SLAB

SB301

3" 6"

6" 3' - 0" 6"

SB101

1/4"

1/2"

1/4"

L3x3x1/4

1/2"x1/2" FLAT

BAR STOCK

1/8 ø 9" ø 2" ø 9"

COORDINATE SLOTTED HOLES IN

PLATE WITH PLUMBING DRAWINGS

TYP

SB301

2"2"

R 1"

TYP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

PARTIALLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REV 0 - BID DOCUMENTS 2020-01-10

C U se rs

\v ro b e rt s\

D o cu m e n ts

-A rc h

B u ild in g

-C E

N T

R A

L vr o b e rt sL E

E B

D .r v t

A M

SB301

STRUCTURAL SECTIONS REPLACE FIRE PUMPS -

ALTOONA VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

503-19-109

2020-01-10 SBV VAR

SCALE: 3/4" = 1'-0"1

SECTION PROFILE

SCALE: 1" = 1'-0"2

SECTION THROUGH TRENCH

SCALE: 3" = 1'-0"3

SEAT ANGLE DETAIL

SCALE: 1" = 1'-0"4

TYPICAL SECTION THROUGH SLAB

SCALE: 1" = 1'-0"5

SECTION THROUGH SUMP PIT

SCALE: 6" = 1'-0"6

SUPPORT ANGLE DETAIL

SCALE: 1/2" = 1'-0"7

ALUMINUM PLATE LAYOUT

SCALE: 1 1/2" = 1'-0"8

HANDHOLD DETAIL

FIRE PUMP REPLACEMENT - ALTOONA VAMC PROJECT NO: 503-19-109

BUILDING DATA AND CODE REVIEW

FACILITY: BUILDING 3 NAME: BOILER PLANT

APPLICABLE CODES: NFPA 101, LIFE SAFTEY CODE (2018), VA FIRE PROTECTION DESIGN MANUAL, 7TH EDITION, NFPA 20 - STANDARD FOR THE INSTALLAION OF STATIONARY PUMPS FOR FIRE PROTECTION

DESCRIPTION CLASSIFICATION CODE REFERENCE

PRIMARY OCCUPANCY

SPECIAL-PURPOSE

INDUSTRIAL

NFPA 101, CHAPTER 40

CLASSIFICATION OF WORK

RENOVATION NFPA 101, 4.6.7

MODIFICATION NFPA 101, 4.6.7

CONSTRUCTION CLASSIFICATION

DESCRIPTION TYPE CONSTRUCTION CODE REFERENCE

FIRE PUMP ROOM TYPE II NFPA 220, 4.1.1

BUILDING AREA AND OCCUPANT LOAD

AREA OCCUPANCY LOAD FACTOR

FIRE PUMP ROOM

SPECIAL-PURPOSE

INDUSTRIAL

N/A (NFPA 101, 7.3.1.2)

FIRE PROTECTION SYSTEMS

SYSTEM TYPE DESCRIPTION CODE REFERENCE

SUPPRESSION WET PIPE SPRINKLER NFPA 13 & VAMC FIRE PROTECTION DESIGN MANUAL

FIRE-RATED CONSTRUCTION 2 HR NFPA 20, 4.13.1.1.2

MEANS OF EGRESS ELEMENTS

ELEMENTS CRITERIA REFERENCE

NUMBER OF EXITS 2 NFPA 101, 40.2.4.1.1

EXIT TRAVEL DISTANCE 400' NFPA 101,40.2.6.1

DEAD END CORRIDORS 50' NFPA 101, 40.2.5.1

EXIT ACCESS CORRIDOR WIDTH 22" NFPA 101, 40.2.5.3.1

COMMON PATH OF TRAVEL 100' NFPA 101, 40.2.5.1

EXIT SIGNAGE YES NFPA 101, 40.2.10

EMERGENCY LIGHTING YES NFPA 101, 42.2.9

FIRE PUMP ROOM

B01

MACHINE SHOP

B01A

MECHANICAL ROOM

B02

59' 72'

EXIT2

DOMESTIC WATER

PUMPS

B01B

EXIT 1

1 2

XXX

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

PARTIALLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REV 0 - BID DOCUMENTS 2020-01-10

C U se rs

\d a cq u a rd

\D o cu m e n ts \1

-A rc h

B u ild in g -C

E N

T R

A L d ig d u g a

.r v t

A-001

GENERAL CODE ITEMS AND LIFE

SAFETY PLAN

REPLACE FIRE PUMPS -

ALTOONA VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

503-19-109

2020-01-10 SBV MAW

SCALE: 3/8" = 1'-0"1

LIFE SAFETY PLAN - BASEMENT

SCALE: 3/8" = 1'-0"2

LIFE SAFETY PLAN - FIRST FLOOR

1. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THIS PROJECT WITH THE SUB-CONTRACTORS, TO PROVIDE A

COMPLETE AND FINISHED PROJECT.

2. THIS FACILITY IS OCCUPIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS AND MEANS OF CONSTRUCTION AND SHALL BE RESPONSIBLE TO THE VA COR FOR PROVIDING A SAFE WORK ENVIRONMENT DURING THE CONSTRUCTION PERIOD.

EVERY EFFORT SHALL BE MADE BY THE CONTRACTOR TO PROTECT THE OCCUPANTS, VISITORS AND CUSTOMERS FROM THE HAZARDS OF CONSTRUCTION. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ERECTION OF PROTECTION BARRIERS AND SIGNAGE. IN ADDITION, EXISTING EXITS, SAFE PUBLIC ACCESS AND EGRESS MUST BE MAINTAINED AT ALL TIMES.

3. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS.

4. DIMENSIONS AND DETAILS ARE BASED ON THE BEST AVAILABLE INFORMATION AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFYING FIELD DIMENSIONS BEFORE ORDERING MATERIALS AND PREFABRICATED ITEMS.

5. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CONTRACTORS SKILLED IN THEIR

RESPECTIVE TRADES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND CORRECTING WORKMANSHIP TO THE EXTENT THAT SATISFIES

THE VA COR.

7. THE CONTRACTOR, AND VA COR SHALL BE RESPONSIBLE FOR SPECIFICATIONS OF ALL MATERIALS NOT SPECIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE SELECTION OF ALL COMPONENT COLORS, MODEL NUMBERS, SIZES, ETC. OF ALL BUILDING ELEMENTS WITH THE VA COR BEFORE ORDERING MATERIALS.

8. ALL WORKMANSHIP AND MATERIALS, UNLESS CARRYING A GUARANTEE BY A MANUFACTURER FOR A LONGER PERIOD OF TIME SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL PAYMENT TO THE CONTRACTOR.

9. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY FIELD CONDITIONS, NO ADDITIONAL PAYMENT WILL BE MADE FOR FAILURE TO

ACCOUNT FOR OBSERVABLE CONDITIONS.

10. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT THE SPREAD OF DUST, SMOKE, FUMES, ETC., THROUGHOUT THE BUILDING AND NEIGHBORHOOD. THE CONTRACTOR SHALL ERECT TEMPORARY PARTITIONS, CLOSE OFF DIFFUSERS AND REGISTERS, STUFF DOOR UNDERCUTS, PROVIDE VENTILATORS, ETC., AS REQUIRED BY INFECTION CONTROL REQUIREMENTS AND

AS DIRECTED BY THE VA COR.

11. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SERVICES INCLUDING, ADEQUATE LIGHTING, WATER, TOILETS, POWER, HEAT, ETC. AS REQUIRED FOR WORKMAN, MATERIAL INSTALLATION, WORK PROTECTION, ETC. OR AS DISCUSSED AND ALLOWED BY THE

VA COR.

12. THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND NOTIFY THE VA COR OF ANY INACCURACIES OR DISCREPANCIES IN THE DOCUMENTS AND IN FIELD CONDITIONS SHOWN ON THE DRAWINGS IN A TIMELY MANNER.

13. THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL FEDERAL AND STATE CODES, RULES, REGULATIONS AND ORDINANCES INCLUDING, BUT NOT LIMITED TO, THE INTERNATIONAL ENERGY CONSERVATION CODE, THE INTERNATIONAL BUILDING CODE, AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND THE NEW YORK STATE LABOR DEPARTMENT, WHETHER

OR NOT INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.

14. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL MATERIAL DELIVERIES WITH VA COR AND VA STAFF IN CHARGE OF THE LOADING DOCK. NO CONTRACTOR MATERIAL WILL BE STORED ON OR AROUND LOADING DOCK UNLESS AUTHORIZED BY THE VA

COR. THE VA WILL NOT RECEIVE CONTRACTOR MATERIAL.

15. UTILITY OUTAGES ARE REQUIRED TO BE PREFORMED AFTER HOURS, AT NO COST TO VA OR ON WEEKENDS, WITH OVERALL

DETERMINATION TO BE MADE BY VA COR.

16. AFTER HOURS WORK IS DEFINED TO BE AFTER 4:30 PM AND BEFORE 7:00 AM ON WEEK DAYS, WEEKENDS AND HOLIDAYS.

17. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK SCHEDULE, WITH THE VA COR SO THAT CONSTRUCTION ACTIVITIES

DO NOT IMPACT THE OPERATION OF THE OCCUPIED AREAS AROUND THE GENERAL AREA OF WORK.

18. ALL PENETRATIONS, EXISTING AND NEW, THROUGH B01 INTERIOR WALLS ARE TO BE PROPERLY FIRESTOPPED.

GENERAL NOTES:

1. COMPLY WITH REQUIREMENTS OF SPECIFICATION SECTION 01 35 26 "SAFETY REQUIREMENTS".

2. EXISTING, ACTIVE, MEANS OF EGRESS WILL BE MAINTAINED IN OPERATION AT ALL TIMES DURING CONSTRUCTION.

3. CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS AT ALL TIMES DURING CONSTRUCTION IN

ACCORDANCE WITH NFPA STANDARDS AND AS DIRECTED BY THE VA SAFETY OFFICER.

4. TRASH AND COMBUSTIBLE WASTE MATERIAL SHALL BE REMOVED DAILY FROM THE WORK AREA.

5. B01A EGRESS IS THROUGH B01. COMMON PATH OF TRAVEL IS 71'. TRAVEL DISTANCE TO EXIT IS 84'.

6. B01B EGRESS IS THROUGH B01. COMMON PATH OF TRAVEL IS 68'. TRAVEL DISTANCE TO EXIT IS 81'.

7. B02 PRIMARY EGRESS IS THROUGH B01. SECONDARY EGRESS IS VIA LADDER LOCATED AT THE NORTH END OF THE

ROOM. COMMON PATH OF TRAVEL IS 5'. TRAVEL DISTANCE TO EXIT IS 126'.

LIFE SAFETY NOTES:

LIFE SAFETY LEGEND

2 HOUR FIRE RESISTIVE BARRIER

1 1/2-HOUR FIRE-RATED DOOR

GENERAL EGRESS PATH WITH DISTANCE FROM

EGRESS END POINT TO EXIT ENCLOSURE

DISTANCE OF COMMON PATH OF TRAVEL

DISTANCE OF TRAVEL DISTANCE TO EXIT

COMMON PATH OF TRAVEL

TRAVEL DISTANCE TO EXIT

EXIT SIGN

WALL TYPE SYMBOL

DOOR TYPE SYMBOL

B19

B16

27T H STREET

Y B

D (O L D

U S

KEYPLAN

COMMON PATH

OF TRAVEL

1 2

TYP

10 1/4" SQ

FIRE PUMP ROOM

B01

DOMESTIC WATER

PUMPS

B01B

MECHANICAL ROOM

B02

MACHINE SHOP

B01A

A-601

152 SQ FT 3

546 SQ FT

4' - 3"

6' - 4 1/2"

FLAT CEILING TO MATCH ELEVATION OF

WALLS AT FIRST FLOOR (CEILING TYPE CC)

TO ENCLOSE STAIRWELL

EXISTING 12" MASONRY WALL

A-101

NEW CEILING - CC

NEW SHAFT WALL

EXISTING CURTAIN WALL

EXISTING SPANDREL BEAM

STAIR

4" R

E F o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

PARTIALLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REV 0 - BID DOCUMENTS 2020-01-10

C U se rs

\v ro b e rt s\

D o cu m e n ts

-A rc h

B u ild in g

-C E

N T

R A

L vr o b e rt sL E

E B

D .r v t

A-101

ARCHITECTURAL PARTIAL PLANS REPLACE FIRE PUMPS -

ALTOONA VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

503-19-109

2020-01-10 SBV DGA

SCALE: 3/8" = 1'-0"1

ARCHITECTURAL PARTIAL PLAN - BASEMENT

SCALE: 3/8" = 1'-0"2

ARCHITECTURAL PARTIAL PLAN - FIRST FLOOR

B19

B16

27T H STREET

Y B

D (O L D

U S

KEYPLAN

GENERAL NOTES

1 SEE A-001 FOR ARCHITECURAL NOTES AND LEGENDS.

2 SEE A-601 FOR SCHEDULES AND TYPE INFORMATION.

KEYED NOTES

1 FLOOR IN PUMP ROOMS TO BE EPOXY COATED TO MATCH FIRE PUMP

ROOM B01.

2 CEILING AND EXPOSED STEEL STRUCTURE IN PUMP ROOM TO

RECIEVE 2-HOUR RATED SPRAY-ON COATING.

3 FLOOR IN MACHINE SHOP TO BE EPOXY COATED TO MATCH FIRE

PUMP ROOM B01.

4 ENSURE ALL STEAM PIPING PENETRATIONS ARE PROPERLY

FIRESTOPPED TO MAINTAIN 2-HOUR RATING OF WALL.

5 REMOVE (2) GLASS PANELS AND PROVIDE (2) INSULATED PANELS IN

EXISTING WINDOW FRAME. COORDINATE LOCATIONS AND

PENETRATIONS WITH MECHANICAL AND FIRE PROTECTION

DISCIPLINES.

6 EXISTING EGRESS WINDOW.

7 EXISTING MASONRY WALL. WALL CONSTRUCTION MEETS OR

EXCEEDS 2 HOUR FIRE RESISTANCE RATING BASED UPON IBC TABLE

721.1(2).

Revisions: Date:

SCALE: 3/8" = 1'-0"3

SECTION THRU NEW SHAFT WALL

FIN.

ACRONYM

FIN. TYPE / MAKE / MANUFACTURER (OR EQUAL) PATTERN / MODEL NO. / COLOR (OR EQUAL)

VALSPAR (WALL) PAPARAZZI AR1415; FLOSS LEVEL 3

VALSPAR (DOOR)

P3 VALSPAR (CEILING)

FINISH / MATERIALS SCHEDULE

POLISHED SILVER 4008-1B; GLOSS LEVEL 3

PAPARAZZI AR1415; GLOSS LEVEL 1

A TNEMEC (EPOXY FLOOR) 224 DECO-FLECK; COLOR 502, ORANGE PEEL FINISH

ADDITIONAL CLEAR COAT + UV PROTECTANT TO BE ADDED

1/2" 1/2"

FRAME SIZE

WALL VARIES

2" 2 3/8" 1 5/8"

5 7/8"

2 LAYERS OF 5/8"

GYPSUM BOARD

EACH SIDE OF WALL

3 5/8" METAL STUD

REFER TO: UL U411

3/4" FORTACRETE

STRUCTURAL PANELS

9 1/4" STEEL JOIST

24" OC

3 5/8" R-11 INSULATION

2 LAYERS OF 5/8"

GYPSUM BOARD

EACH SIDE OF WALL

RC-1 CHANNEL OR EQ

REFER TO: UL G536

MAX 24" OC

ONE LAYER OF TYPE 'X' 1" THICK

FIRE RATED GYPSUM BOARD

4" USG C-H STUD @ 24" OC MAX

TWO LAYERS OF TYPE 'X' 1/2" THICK

FIRE RATED GYPSUM BOARD

REFER TO: UL U415

CONTINUOUS PERIMETER

SEALANT, BOTH SIDES

NEW GYPSUM BOARD BOTH

SIDES PRIME & PAINT

NEW HM DOOR FRAME, PAINTED

NEW DOOR PER SCHEDULE

FIRE RETARDANT WOOD SHIM

DOUBLE METAL STUD FRAMING TO

MATCH WALL METAL STUD FRAMING

NEW GYPSUM BOARD BOTH

SIDES, PRIME & PAINT

NEW HM DOOR FRAME, PAINTED

DOUBLE METAL STUD FRAMING TO

MATCH WALL METAL STUD FRAMING

FIRE RETARDANT WOOD SHIM

NEW DOOR PER SCHEDULE

FIELD VERIFY

3' - 0"

8' - 0 1/2"

DOOR TYPE A DOOR TYPE B

A-101

REFER TO: UL X528

SEALANT BOTH SIDES

TYP

EXISTING

MASONRY WALL,

THICKNESS VARIES

JAMB ANCHORS (3)

DOOR

GROUT FULL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

PARTIALLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REV 0 - BID DOCUMENTS 2020-01-10

C U se rs

\v ro b e rt s\

D o cu m e n ts

-A rc h

B u ild in g

-C E

N T

R A

L vr o b e rt sL E

E B

D .r v t

A-601

SCHEDULES AND DETAILS REPLACE FIRE PUMPS -

ALTOONA VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

503-19-109

2020-01-10 SBV MAW

1. THE CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS FOR THE INSTALLATION OF ALL

FINISH MATERIALS.

2. ALL FINISHES SHALL HAVE A CLASS A FLAME SPREAD OR BETTER.

3. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, TRIMMING, ETC. WILL BE PERFORMED AS REQUIRED TO MAKE THE FINISH

WORK COMPLETE WHETHER SHOWN OR NOTED ON THE CONTRACT DOCUMENTS OR NOT.

4. ALL WALLS TO BE PAINTED P1 UNLESS NOTED OTHERWISE.

5. ALL METAL DOORS AND HOLLOW METAL DOOR FRAMES TO BE PAINTED P2.

6. ALL GYPSUM BOARD SOFFITS, BULKHEADS AND CEILINGS TO BE PAINTED P3 UNLESS NOTED OTHERWISE.

7. CONTRACTOR TO SUBMIT SAMPLES FOR ALL MATERIALS FOR VERIFICATION.

8. ALL ITEMS NOT SPECIFICALLY REFERRED TO ON THESE DRAWINGS ARE TO BE SELECTED BY VA FROM SUBMITTAL OF

MANUFACTURER'S FULL RANGE OF COLORS AND TEXTURES AVAILABLE.

FINISH NOTES:

SCALE: 3" = 1'-0"2

TYP DOOR JAMB AT STUD WALL (HEAD SIM)

SCALE: 1 1/2" = 1'-0"3

WALL TYPE - AA SCALE: 1 1/2" = 1'-0"4

CEILING TYPE - CC

SCALE: 1 1/2" = 1'-0"6

SHAFT WALL TYPE - BB

SCALE: 3" = 1'-0"7

STANDARD DOOR JAMB AT INTERIOR WALLS

SCALE: 3" = 1'-0"8

STANDARD DOOR HEADER

AT INTERIOR WALLS

DOOR SCHEDULE

MARK TYPE DOOR MATERIAL WIDTH

HEIGH

THICK

NESS FINISH RATING HARDWARE GLASS

FRAME

TYPE

FRAME

MAT'L

FRAME

FINISH REMARKS

102 A HOLLOW METAL 3' - 0" 7' - 0" 1 3/4" PAINT 1 1/2 HR SEE

SPECIFICATION

No 1 HM PAINT REPLACE EXISTING FRAME, SEE FA

DRAWINGS FOR DOOR HOLDER INFO

104 A HOLLOW METAL 3' - 0" 7' - 0" 1 3/4" PAINT 1 1/2 HR SEE

SPECIFICATION

No 1 HM PAINT REPLACE EXISTING FRAME, SEE FA

DRAWINGS FOR DOOR HOLDER INFO

201 A HOLLOW METAL 3' - 0" 7' - 0" 1 3/4" PAINT 1 1/2 HR SEE

SPECIFICATION

No 1 HM PAINT REPLACE EXISTING FRAME, SEE FA

DRAWINGS FOR DOOR HOLDER INFO

101 A HOLLOW METAL 3' - 0" 7' - 0" 1 3/4" PAINT 1 1/2 HR SEE

SPECIFICATION

No 1 HM PAINT REPLACE EXISTING FRAME, SEE FA

DRAWINGS FOR DOOR HOLDER INFO

103 B HOLLOW METAL 8' - 0 1/2" 7' - 0" 1 3/4" PAINT 1 1/2 HR SEE

SPECIFICATION

No 1 HM PAINT REPLACE EXISTING FRAME, SEE FA

DRAWINGS FOR DOOR HOLDER INFO

SCALE: 1/2" = 1'-0"

DOOR/FRAME TYPES

SCALE: 1 1/2" = 1'-0"5

COLUMN TYPE - DD

STEEL COVER .024 MIN

THICKNESS

STEEL COLUMN

3 LAYERS OF 5/8"

GYPSUM BOARD

ALL AROUND

Revisions: Date:

SCALE: 1 1/2" = 1'-0"9

TYP DOOR JAMB AT MASONRY WALL

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

FIRE PROTECTION NOTES AND

LEGENDS

BID DOCUMENTS

PARTIALLY

SPRINKLERED

REPLACE FIRE PUMPS - ALTOONA

VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

2020-01-10 F-001

503-19-109

SBV DGA

REV 0 - BID DOCUMENTS 2020-01-10

ABBREVIATIONS

PRESSURE REGULATOR

FLOAT VALVE

ALARM CHECK VALVE

STRAINER

CHECK VALVE W/ RESTRICTION

MOTOR STARTER

PLUG WITH BLEEDER

FLEXIBLE HOSE CONNECTION

AIR RELEASE VALVE

DRAIN

PIPE PLUG/TEST PORT

RISER

OS&Y VALVE

INDICATING BUTTERFLY VALVE

NON-INDICATING VALVE

CONCENTRIC REDUCER

UNION

ECCENTRIC REDUCER

FLANGED PIPE CONNECTION

P&ID LINE TYPES INSTRUMENT SYMBOLS

ALARM CHECK VALVE

BALL DRIP VALVE

CONNECTION SYMBOLS

STRAIN RELIEF

AREA A

AREA BOUNDRY

AREA B

CONTINUATION ARROWS

FLOW SINGLE DIRECTION

FLOW DIRECTION

SIGNAL

PROCESS/EQUIPMENT

GRADE

ENCLOSURE

POST-INDICATOR VALVE

BLIND FLANGE

PRIMARY LOCATION ACCESSIBLE TO

OPERATOR-DISCRETE INSTRUMENT

FIELD MOUNTED-DISCRETE INSTRUMENT

AUXILIARY LOCATION ACCESSIBLE TO

OPERATOR-DISCRETE INSTRUMENT

INACCESSIBLE, HIDDEN, OR BACK/INSIDE

PANEL-DISCRETE INSTRUMENT

FIELD MOUNTED-SHARED DISPLAY, SHARED

CONTROL

PRIMARY LOCATION ACCESSIBLE TO OPERATOR-SHARED

DISPLAY, SHARED CONTROL

INACCESSIBLE, HIDDEN, OR BACK/INSIDE

PANEL-SHARED DISPLAY, SHARED CONTROL

AUXILIARY LOCATION ACCESSIBLE TO

OPERATOR-SHARED DISPLAY, SHARED CONTROL

DRAWING

POS1 POS2

AFF ABOVE FINISHED FLOOR

BLDG BUILDING

CO CLEAN OUT

CORR CORRIDOR

DEMO DEMOLITION

DR DRAIN

DWG DRAWING

ELEC ELECTRIC

EMER EMERGENCY

ENCL ENCLOSURE

EQUIP EQUIPMENT

FF FINISHED FLOOR

FO FIBER OPTIC

FP FIRE PROTECTION

J-BOX JUNCTION BOX

LC LOCKED CLOSED

LO LOCKED OPEN

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

NA NOT APPLICABLE

NC NORMALLY CLOSED

NO NORMALLY OPENED

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

OCC OCCUPY

OFF OFFICE

OPNG OPENING

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

RM ROOM

TYP TYPICAL

VT VENT

S SOLENOID VALVE

CHECK VALVE

VALVES AND PIPNG SYMBOLS

EQUIPMENT TYPE

03-B-B3-PUMP-001A

NUMBERING DESIGNATIONS FOR EQUIPMENT

SEQUENTIAL NUMBER WITH

OPTIONAL LETTER

BUILDING NUMBER

BUILDING FLOOR

ROOM NUMBER

SB SUB-BASEMENT

B BASEMENT

1 1st FLOOR 2 2nd FLOOR

ETC...

BALL VALVE

PLUMBING EQUIPMENT SYMBOLS

8x6

PUMP

POINT OF CONNECTION BETWEEN NEW AND

EXISTING WORK

GENERAL SYMBOLS AND LINETYPES

DEMOLISH/REMOVE

ROOM NAME AND NUMBER

CORRIDOR

LIMIT OF DEMOLITION

INSTRUMENTATION IDENTIFICATION TABLE

PRESSURE RELIEF VALVE

CP = CONTROL PANEL

D = DIESEL FUEL TANK

E = DIESEL ENGINE

FATC = FIRE ALARM TERMINAL CABINET

EFP = ELECTRIC FIRE PUMP

DFP = DIESEL FIRE PUMP

JP = JOCKEY PUMP

THREE WAY VALVE

DEMOLITION LINE

FIRST LETTERS SUCCEEDING LETTERS

COLUMN 1 COLUMN 2 COLUMN 3 COLUMN 4 COLUMN 5

LETTER MEASURED/INITIATING

VARIABLE

VARIABLE MODIFIER READOUT/PASSIVE

FUNCTION

OUTPUT/ACTIVE FUNCTION FUNCTION MODIFIER

A ANALYSIS ALARM

B BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE

C USER'S CHOICE CONTROL CLOSE

D USER'S CHOICE DIFFERENCE,

DIFFERENTIAL

DEVIATION

E VOLTAGE SENSOR, PRIMARY

ELEMENT

F FLOW, FLOW RATE RATIO

G USER'S CHOICE GLASS, GAUGE, VIEWING

DEVICE

H HAND HIGH

I CURRENT INDICATE

J POWER SCAN

K TIME, SCHEDULE TIME RATE OF CHANGE CONTROL STATION

L LEVEL LIGHT LOW

M USER'S CHOICE MIDDLE, INTERMEDIATE

N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE

O USER'S CHOICE ORIFICE, RESTRICTION OPEN

P PRESSURE POINT (TEST

CONNECTION)

Q QUANTITY INTEGRATE, TOTALIZE INTEGRATE, TOTALIZE

R RADIATION RECORD RUN

S SPEED, FREQUENCY SAFETY SWITCH STOP

T TEMPERATURE TRANSMIT

U MULTIVARIABLE MULTIFUNCTION (21) MULTIFUNCTION

V VIBRATION, MECHANICAL

ANALYSIS

VALVE, DAMPER, LOUVER

W WEIGHT, FORCE WELL, PROBE

X UNCLASSIFIED X-AXIS ACCESSORY DEVICES,

UNCLASSIFIED

UNCLASSIFIED UNCLASSIFIED

Y EVENT, STATE, PRESENCE Y-AXIS AUXILIARY DEVICES

Z POSITION, DIMENSION Z-AXIS, SAFETY

INSTRUMENTED SYSTEM

DRIVER, ACTUATOR,

UNCLASSIFIED FINAL

CONTROL ELEMENT

VORTEX BREAKER

FACP FIRE ALARM CONTROL PANEL

ADDRESSABLE INPUT MODULEAIM

AOM ADDRESSABLE ALARM OUTPUT MODULE

FIRE ALARM EQUIPMENT

PANELS/CABINETS/MISC DEVICES

FIRE PROTECTION MISC SYMBOLS

JPC JOCKEY PUMP CONTROLLER

DFPC DIESEL FIRE PUMP CONTROLLER

VALVE SUPERVISORY SWITCHVS

LOW TEMPERATURE SWITCHLT

WF FLOW DETECTOR SWITCH

EFPC ELECTRONIC FIRE PUMP CONTROLLER

ELECTRONIC DOOR HOLDERDH

ENDCAP

UPRIGHT SPRINKLER, ELEVATION

PIPE SECTION

UPRIGHT SPRINKLER

WASTE CONE

MOLDED CASE CIRCUIT BREAKER

DISCONNECT SWITCH, UNFUSED

SPRINKLER SYSTEM INSTALLATION

1. ALL WORK TO COMPLY WITH THE VA FIRE PROTECTION DESIGN MANUAL, NFPA 101 LIFE SAFETY CODE, AND ALL OTHER APPLICABLE

CODES ADOPTED BY THE VA. ALL EQUIPMENT AND FIXTURES SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.

ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 STANDARD FOR THE INSTALLATION OF AUTOMATIC SPRINKLER SYSTEMS.

2. THE CONTRACTOR SHALL COORDINATE PIPE ROUTINGS WITH STRUCTURE, DUCTWORK, PIPING, LIGHTS, ETC. PIPING SHALL NOT BE

INSTALLED ABOVE ELECTRICAL PANELS.

3. PROVIDE FACTORY MUTUAL (FM) APPROVED, QUICK RESPONSE SPRINKLERS IN ALL AREAS.

4. THE CONTRACTOR SHALL COORDINATE SPRINKLER HEAD LOCATIONS WITH STRUCTURE, DUCTWORK, DIFFUSERS, LIGHTS, REFLECTED CEILING PLANS, ETC.

5. WATER SUPPLY FOR ALL CONTROL VALVES SHALL BE ELECTRICALLY SUPERVISED AND MECHANICALLY LOCKED FOR PROPER

POSITION. WATER FLOW AND SUPERVISORY CIRCUITS SHALL BE IN ACCORDANCE WITH NFPA 13 STANDARD FOR THE INSTALLATION

OF AUTOMATIC SPRINKLER SYSTEMS AND NFPA 72 NATIONAL FIRE ALARM CODE.

6. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE FIRESTOPPED. REFER TO SPECIFICATIONS.

7. ALL PIPING TO BE PAINTED RED PER SPECIFICATION.

MATERIAL

FROM ANSI/ISA-5-1-2009 INSTRUMENT SYMBOLS AND IDENTIFICATION, TABLE 4.1 IDENTIFICATION LETTERS.

NOTE: NUMBERING ON THIS DRAWING SET IS FOR DESIGN PURPOSES. CONTRACTOR

SHOULD VERIFY IDENTIFICATION CONVENTION WITH VA.

FLEXIBLE CONNECTION

DIESEL

ENGINE

FUEL

CONDENSATE

PUMP PAD

TEST

HEADER

BACK FLOW

PREVENTER

DIESEL FIRE PUMP

CONTROLLER

DIESEL FUEL DAY TANK

CABINET PAD

AIR

COMPRESSOR

PAD

AIR

DRYER

PAD

EXISTING FIRE ALARM

CONTROL PANEL

JOCKEY PUMP

ELECTRIC FIRE PUMP

CONTROLLER

FIRE PUMP

RELIEF VALVE

FIRE PUMP

RELIEF VALVE

JOCKEY PUMP

CONTROLLER

GARAGE

SPRINKLER RISER

REMOVE AS NECESSARY FOR

TRENCHING (CAP PIPE IF NEEDED)

RESERVOIR

REMOVE SUCTION

FITTING AND CAP

EXPOSED PIPE

FIRE PUMP ROOM

B01

MECHANICAL ROOM

B02

DOMESTIC WATER

PUMPS

B01B

MACHINE SHOP

B01A

EXISTING DATA CABINET

EXISTING WASHER TO BE REMAIN

EXISTING DRYER TO

BE RELOCATED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

PARTIALLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REV 0 - BID DOCUMENTS 2020-01-10

C U se rs

\v ro b e rt s\

D o cu m e n ts

-A rc h

B u ild in g

-C E

N T

R A

L vr o b e rt sL E

E B

D .r v t

FD101

FIRE SUPPRESSION DEMOLITION

PLAN - BASEMENT

REPLACE FIRE PUMPS -

ALTOONA VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

503-19-109

2020-01-10 SBV MAW

SCALE: 3/8" = 1'-0"1

FIRE SUPPRESSION SYSTEM DEMOLITION PLAN

KEYED NOTES

1 PIPIING DEMOLITION STOPS AT FIRST FLANGE ABOVE FLOOR.

2 FILL ABANDONED PIPE SECTION WITH HYDRAULIC CEMENT. CAP AND

PLUG ENDS AS NOTED.

GENERAL NOTES

1 SEE F-001 FOR GENERAL NOTES AND LEGENDS.

B19

B16

27T H STREET

Y B

D (O L D

U S

KEYPLAN

Revisions: Date:

AOM

DH AO

AOM

DH AO

AOM

FIRE PUMP ROOM

B01

DOMESTIC WATER

PUMPS

B01B

MECHANICAL ROOM

B02

MACHINE SHOP

B01A

JCP

AIM

DFPC

AIM

EFPC

AIM

03-B-B01-EFPC-001

03-B-B01-208E-JPC-001

03-B-B01-DFPC-001

EXISTING FIRE ALARM

CONTROL PANEL

EXISTING DATA CABINET

x5 x4 x3

DAY TANK

AIM

ELECTRIC FIRE PUMP

03-B-B01-EFP-001

JOCKEY PUMP

03-B-B01-JP-001

DIESEL FIRE PUMP

03-B-B01-DFP-001

VS AIM VSAIM

VS AIM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

BID DOCUMENTS

PARTIALLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

REV 0 - BID DOCUMENTS 2010-01-10

o n e ig h th in c o fo t 1 t h re e in c h s t o n e a n d o n e h a lf in c h e e fo o t o n e in c e fo o t t h re e q u a rt rs e fo o t o a lf in t t h re e e ig h th s in c t o n e q u a rt e r i n c e fo o t

-P ro je ct s\

D e p a rt m e n t o f V

A \1

A lt o o n a

R e p la ce F ir e P u m p s\

W o rk in g \D ra w in g s\ R

E V

S \M

E P

-M E

P .r vt

FA101

FIRE ALARM EQUIPMENT PLAN -

BASEMENT

REPLACE FIRE PUMPS -

ALTOONA VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

503-19-109

2020-01-10 SBV DGA

B19

B16

27T H STREET

Y B

D (O L D

U S

KEYPLAN

GENERAL NOTES

1. SEE F-001 FOR FIRE SUPPRESSION NOTES AND LEGENDS.

2. SEE FX602 AND FX102 FOR ADDITIONAL INFORMATION.

3 SEE FA601 FOR RISER DIAGRAM AND I/O MATRIX.

SCALE: 3/8" = 1'-0"1

FIRE ALARM EQUIPMENT PLAN - BASEMENT

SWITCHGEAR #1

STEAM HEATER

BATTERY PACK

STEAM HEATER

BATTERY PACK

TRANSFORMER

#1 750 KVA

TRANSFORMER

#2 750 KVA

GENERATOR

NO 2. 615 KVA

GENERATOR

NO. 1. 455 KVA

TRANSFORMER

COURT YARD

GENERATOR

ROOM

SWITCHGEAR #2

RELAYS

DAY TANK

GENERATOR 3

GENERATOR 4

AIM

03-01-EXT-480E-CB-001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

FIRE ALARM EQUIPMENT PLAN BID DOCUMENTS

PARTIALLY

SPRINKLERED

REPLACE FIRE PUMPS - ALTOONA

VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

2020-01-10

FA102

503-19-109

SBV CJR

REV 0 - BID DOCUMENTS 2020-01-10

SCALE: 3/16" = 1'-0"

FIRE ALARM EQUIPMENT PLAN1

KEYPLAN

B19

B16

GENERAL NOTES

1. SEE F-001 FOR GENERAL NOTES AND LEGENDS.

2. SEE FA601 FOR RISER DIAGRAM & I/O MATRIX.

KEYED NOTES

1 MONITOR STATUS OF DISCONNECT SWITCH. PROVIDE SUPERVISORY

ALARM WHEN OPENED.

2 MONITOR STATUS OF FIRE PUMP CIRCUIT BREAKER. PROVIDE

SUPERVISORY ALARM WHEN OPENED.

AIM

AOM

…SLC SLC

SLC

FACP

JPCDFPC VS LTVSEFPC DH

AIM

AIMAIM

AIM

AIM AIM

1) PUMP RUNNING

2) MAIN POWER SWITCH OFF

3) CONTROLLER/ENGINE TROUBLE

1) PUMP RUNNING

2) LOSS OF PHASE

3) PHASE REVERSED

4) CONTROLLER/ENGINE TROUBLE

1) PUMP RUNNING

2) LOSS OF PHASE

3) PHASE REVERSED

4) CONTROLLER/ENGINE TROUBLE

5) ALTERNATE POWER ON

03-01-EXT-480E-CB-001

ELECTRIC FIRE PUMP

CIRCUIT BREAKER IN

SWITCHGEAR #2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

FIRE ALARM RISER DIAGRAM AND

IO MATRIX

BID DOCUMENTS

PARTIALLY

SPRINKLERED

REPLACE FIRE PUMPS - ALTOONA

VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

2020-01-10

FA601

503-19-109

SBV CJR

REV 0 - BID DOCUMENTS 2020-01-10

SCALE: NTS

PARTIAL FIRE ALARM RISER DIAGRAM1

FIRE ALARM SYSTEM

INPUT OUTPUT MATRIX

INPUT

L B

MANUAL PULL STATION X X X

GENERATOR ROOM HEAT DETECTOR X X

SPRINKLER WATERFLOW/PRESSURE SWITCH X X X

WATER CONTROL VALVE TAMPER SWITCH X

FIRE PUMP (ANY ALARM CONDITION REQUIRED BY NFPA 20) X

FIRE PUMP ROOM LOW TEMPERATURE ALARM X

DEDICATED FIRE WATER STORAGE TANK LOW LEVEL X

DEDICATED FIRE WATER STORAGE TANK LOW TEMPERATURE X

FIRE PUMP DISCONNECT SWITCH OPEN X

GENERAL NOTES

1. SEE F-001 FOR GENERAL NOTES AND LEGENDS.

FIRE PUMP ROOM

B01

DOMESTIC WATER

PUMPS

B01B

MECHANICAL ROOM

B02

MACHINE SHOP

B01A

FX201

4-PORT TEST HEADER

EXHAUST

THIMBLE

EXISTING

CONDENSATE

PUMP PAD

EXISTING FIRE ALARM PANEL

EXISTING DATA CABINET

DIESEL AND

JOCKEY PUMP

CONTROLLER PAD

EXISTING AIR

COMPRESSOR PAD

EXISTING AIR DRYER PAD

EXISTING

SPRINKLER LINE

TO GARAGE

NEW ELECTRIC PUMP NEW JOCKEY PUMP

NEW DIESEL PUMP8" PUMP

SUPPLY LINE

IN TRENCH

RESERVOIR ISOLATION VALVE

FIRE PUMP INTAKE PIT

NEW ABOVE FLOOR

PIPE PENETRATION

IN RESERVOIR WALL

WATER

STORAGE

RESERVOIR

SUCTION PIPE TRENCH WITH ALUMINUM DIAMOND PLATE

FX201

NEW 8" STAINLESS

STEEL SUCTION PIPE IN

RESERVOIR

END OF STAINLESS STEEL PIPE 6

FX201

GROOVED COUPLINGS ALLOW

FOR INSTALL/REMOVAL OF

PIPE SECTION

FIRE DEPARTMENT CONNECTION

SPRINKLER TEST LINE

FX501

80" MIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

BID DOCUMENTS

PARTIALLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

REV 0 - BID DOCUMENTS 2010-01-10

o t 1 t h re e in c h t o n e a n d o n e h a lf in c h e e fo o t o n e in c e fo o t t h re e q u a rt e fo o t o lf in t t h re e e ig h th s in c t o n e q u a rt e r i n c e fo o t

-P ro je ct s\

D e p a rt m e n t o f V

A \1

A lt o o n a

R e p la ce F ir e P u m p s\

W o rk in g \D ra w in g s\ R

E V

S \M

E P

-M E

P .r vt

/9 /2

P M

FX101

FIRE SUPPRESSION EQUIPMENT

PLAN - BASEMENT

REPLACE FIRE PUMPS -

ALTOONA VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

503-19-109

2020-01-10 SBV DGA

SCALE: 3/8" = 1'-0"1

FIRE SUPPRESSION EQUIPMENT PLAN - BASEMENT

B19

B16

27T H STREET

Y B

D (O L D

U S

KEYPLAN

KEYED NOTES

1 INSTALL SUCTION PIPE PER NFPA 20. 10 NOMINAL PIPE

DIAMETERS OF STRAIGHT PIPE IS A REQUIRED PRIOR TO PUMP

INLET FLANGE.

2 INSTALL CHAIN WHEEL ON ELEVATED VALVE.

3 VALVE INSTALLED TO PROVIDE TEMPORARY WATER SUPPLY

TIE-IN IN THE EVENT OF FUTURE RESERVOIR SHUTDOWNS.

4 SEE M-001 FOR DIESEL PUMP EXHAUST DETAILS.

5 INSTALL SADDLE TYPE STAINLESS STEEL SUPPORTS AND

STAINLESS STEEL HARDWARE WITH CLAMP, MOUNTED TO

TRENCH OR RESERVOIR FLOOR. REFER TO NFPA13 FOR SUPPORT

CAPACITY AND SPACING REQUIREMENTS.

6 BATTERIES TO BE SIZED PER ENGINE MANUFACTERERS

SPECIFICATIONS AND LOCATED PER NFPA 20.

7 150 GALLON DIESEL FUEL DAY TANK. BASIS OF DESIGN: SIMPLEX

RELIANT SERIES 150 WITH SIDE BOX.

8 ALL PIPING IN TRENCH TO BE GROOVED COUPLING

CONNECTIONS.

9 ALL PIPING IN RESERVIOR TO BE STAINLESS STEEL WITH

GROOVED COUPLING CONNECTIONS.

GENERAL NOTES

1 SEE F-001 FOR FIRE SUPPRESSION NOTES AND LEGENDS.

1" ø 1" ø

1" ø

2" ø

1 1/4"ø

3"ø 3"ø

1" ø

4" ø

1" ø

UP TO

STAIRWELL

3"ø 3"ø3"ø3"ø

1" ø

B01

FIRE PUMP ROOM

4" ø

1 1/4"ø 1 1/4"ø

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

BID DOCUMENTS

PARTIALLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

REV 0 - BID DOCUMENTS 2010-01-10

o t 1 t h re e in c h t o n e a n d o n e h a lf in c h e e fo o t o n e in c e fo o t t h re e q u a rt e fo o t o lf in t t h re e e ig h th s in c t o n e q u a rt e r i n c e fo o t

-P ro je ct s\

D e p a rt m e n t o f V

A \1

A lt o o n a

R e p la ce F ir e P u m p s\

W o rk in g \D ra w in g s\ R

E V

S \M

E P

-M E

P .r vt

FX102

FIRE SPRINKLER PLANS - PARTIAL

PLANS

REPLACE FIRE PUMPS -

ALTOONA VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

503-19-109

2020-01-10 SBV DGA

SCALE: 3/8" = 1'-0"1

FIRE SUPPRESSION SPRINKLER RCP - BASEMENT

SCALE: 3/8" = 1'-0"2

FIRE SUPPRESSION SPRINKLER RCP - FIRST FLOOR

UP FROM

PUMP AREA

GENERAL NOTES

1 REFER TO F-001 FOR FIRE SUPPRESSION NOTES AND LEGENDS.

2 PUMP ROOM SPRINKLERS TO BE DESIGNED TO EXTRA HAZARD

GROUP 2 PER NFPA 13.

3 SPRINKLER SYSTEM PIPE SIZES ARE MINIMUM SIZES BASED ON

PRELIMINARY DESIGN CALCULATIONS. PER NFPA 13, THE

INSTALLING CONTRACTOR SHALL PROVIDE HYDRAULIC

CALCULATIONS AND HYDRAULIC DATA PLATE FOR INSTALLED

SYSTEM.

B19

B16

27T H STREET

Y B

D (O L D

U S

KEYPLAN

8" ELECTRIC PUMP DISCHARGE

ELECTRIC PUMP

RELIEF LINE

ELECTRIC

FIRE PUMP

2" JOCKEY PUMP LINE

8" SUCTION LINE

6" RELIEF VALVE

8" BLIND FLANGE

FX101

BATTERIES

DAY TANK

8" SUCTION LINE

DIESEL FIRE PUMP

8" DIESEL PUMP DISCHARGE

6" RELIEF VALVE

RELIEF VALVE DISCHARGE

FX101

FX501

8" DOUBLE CHECK DETECTOR ASSEMBLYFIRE WATER DISCHARGE

8" GATE VALVE WITH BLIND

FLANGE (USED FOR

TEMPORARY SERVICE)

FX101

FX501

TO INSPECTORS TEST

FX501

FROM FIRE DEPARTMENT

CONNECTION

8" STAINLESS STEEL

SUCTION LINE

FIRE PUMP INTAKE PIT

FX201

STAINLESS STEEL

GROOVED COUPLINGS WITH

STAINLESS STEEL PIPE

8" OS&Y GATE VALVE GROOVED

END CONNECTION

END OF STAINLESS STEEL PIPING

FX101

FX201

RESERVIOR DOMESTIC WATER PUMP (B01B)

1 0'

1/4" x 16" x 16" STAINLESS

STEEL PLATE TYP (2) PLACES

STAINLESS STEEL

SUPPORT SPACERS

TYP (4) CORNERS

FX101

8" SUCTION PIPE

TOP OF FOOTER

BOTTOM OF TRENCH

INSTALL MECHANICAL OR

SEALANT TYPE PENETRATION

FIRESTOP

CORE THRU FOOTER AND WALL,

SIZE PER FIRE STOP METHOD AND

MANUFACTERERS INSTRUCTIONS

8" SUCTION PIPE

LINK TYPE PENETRATION SEAL

CORE INTO RESERVOIR. DIAMETER PER SEAL

MANUFACTERER INSTALL INSTRUCTIONS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

BID DOCUMENTS

PARTIALLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

REV 0 - BID DOCUMENTS 2010-01-10

o t 1 t h re e in c h t o n e a n d o n e h a lf in c h e e fo o t o n e in c e fo o t t h re e q u a rt e fo o t o lf in t t h re e e ig h th s in c t o n e q u a rt e r i n c e fo o t

-P ro je ct s\

D e p a rt m e n t o f V

A \1

A lt o o n a

R e p la ce F ir e P u m p s\

W o rk in g \D ra w in g s\ R

E V

S \M

E P

-M E

P .r vt

/9 /2

FX201

FIRE SUPPRESSION EQUIPMENT

ELEVATIONS

REPLACE FIRE PUMPS -

ALTOONA VAMC

2907 PLEASANT VALLEY BLVD

ALTOONA, PA 16602

503-19-109

2020-01-10 SBV DGA

SCALE: 1/2" = 1'-0"1

ELEVATION OF ELECTRIC PUMP

SCALE: 1/2" = 1'-0"2

ELEVATION OF DIESEL PUMP

SCALE: 1/2" = 1'-0"3

ELEVATION OF DOUBLE CHECK ASSEMBLY

SCALE: 1/2" = 1'-0"4

ELEVATION OF RESERVOIR SUCTION PIPE

SCALE: 1" = 1'-0"5

ANTI-VORTEX ASSEMBLY DETAIL

SCALE: 1" = 1'-0"6

ELEVATION OF WALL PENETRATION AT FOUNDATION FOOTER

SCALE: 1 1/2" = 1'-0"7

PIPE PENETRATION AND END SEAL

Revisions: Date:

KEYED NOTES

1 PROVIDE FLEXIBLE COUPLINGS IN THE IDENTIFIED LOCATIONS.

TO FIRE ALARM

175 PSI PRESSURE

RELIEF

TO DRAIN

TO PUMP ROOM

SPRINKLERS

1/2" MIN

BRANCH PIPE

OUTLET TEE

SPRINKLER

HEAD

MECHANICAL

OR THREADED

TEE

RISER SPRIG LENGTH

AS NEEDED

3/8" DIA FLUSH ANCHOR

3/8" DIA HANGER ROD

3/8" NUT AND WASHER

ADJUSTABLE

CLEVIS HANGER

SPLASH

BLOCK GRADE

INSULATED WALL PANEL

WINDOW

SMOOTH BORE CORROSION-RESISTANT

1/2" OUTLET GIVING FLOW EQUIVALENT TO

ONE SPRINKLER

PIPE SLEEVE

CAULK ANNULAR SPACE

WITH SILICONE OR RTV

1" GALVANIZED

SCH 40 PIPE

1" SCH 40 BLACK

IRON SEAMLESS PIPE

(PAINT RED)

SPLIT PIPE CLAMP

WITH STANDOFF

FROM RISER SEE

FX501, DETAIL 1

FX201

FX501

FX101

TO SPRINKLERS

ZONE CONTROL RISER

MODULE TIE-IN FLOW SWITCH

WITH FIRE ALARM PANEL

CHECK VALVE, INSTALL

AUTOMATIC BALL DRIP AT

LOW POINT AND ROUTE

TO DRAIN

FROM FIRE DEPARTMENT

CONNECTION

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 7, 2020.