XGFG162015 Construct AGE - AVIONICS COLD STORAGE - Fire Detection and Suppression As-Built.pdf

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Wisconsin National Guard MATOC for Construction
Solicitation number
W912J2-22-R-0001
Issued by

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This solicitation is for a Construction Indefinite Delivery-Indefinite Quantity (IDIQ) Multiple Award Task Order Contract (MATOC) to provide maintenance, repair, construction and design-build services in support of the National Guard activities in Wisconsin. The total value of individual task orders awarded under the five-year contracts shall not exceed $25 million. The Government intends to award a minimum of two and maximum of five contracts to responsible small businesses. At the task order level, individual orders may be set aside for socio-economic programs. Interested parties should attend the pre-proposal conference for location and date details. A bid bond will be required for the initial task order valued over $150,000 and future orders above that threshold. This solicitation and associated materials will be posted on SAM.gov.

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EXHIBIT D MATOC Task Order OFFERING FORM Seed Project B426 revised 11May2022.pdf PDF
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18 151

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Lake Kegonsa

Lake Waubesa

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MARSHALL

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MIDDLETON

McFARLAND

DEERFIELD

CAMBRIDGE

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MONONAMADISON

FITCHBURG

TRUAX

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INTERSTATE 94

INTERSTATE 90

INTERSTATE 90/94

INTERSTATE 90

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WISCONSIN

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Main Gate

Project Site

Base Civil Engineering

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HAUL ROUTE

ANG No.:

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

CONSTRUCT AGE - AVIONICS COLD

STORAGE

TRUAX FIELD ANGB

MADISON, WI

XGFG162015

TRUAX FIELD ANGB

T R

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G B

M A

D

IS

O N

W

I

G-001

COVER SHEET

XGFG162015ANG NO.:

3141300-160811.01

MAB

KSF

September 16, 2016

SZK

T R

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L D

A N

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C O

N S

T R

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O L D

S T

O R

A G

E

GENERAL

G-001 COVER SHEET

CIVIL

C-021 SITE SURVEY PLAN

C-041 SITE REMOVALS PLAN

C-101 SITE PAVEMENT AND UTILITIES PLAN

C-101A SITE PAVEMENT AND UTILITIES PLAN BID OPTION

C-121 GRADING AND EROSION CONTROL PLAN

C-121A GRADING AND EROSION CONTROL PLAN BID OPTION

C-501 DETAILS

C-601 FENCE DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES

S-101 FOUNDATION PLAN

S-101A FOUNDATION PLAN BID OPTION

S-111 FLATWORK PLAN

S-111A FLATWORK PLAN BID OPTION

S-501 FOUNDATION DETAILS

ARCHITECTURAL

A-001 NOTES & SYMBOLS

A-101 FIRST FLOOR PLAN

A-101A FIRST FLOOR PLAN BID OPTION

A-141 PARTITION TYPES

A-201 EXTERIOR ELEVATIONS

A-201A EXTERIOR ELEVATIONS BID OPTION

A-311 WALL SECTIONS

A-601 ARCHITECTURAL SCHEDULES

FIRE PROTECTION

F-001 FIRE PROTECTION SYMBOLS, ABBREVIATIONS, NOTES AND DETAILS

F-101 FIRE PROTECTION PIPING PLAN

F-102 FIRE PROTECTION SYMBOLS, FLOOR PLAN AND RISER DIAGRAM

MECHANICAL

M-001 MECHANICAL NOTES & SYMBOLS

M-101 FLOOR PLAN - MECHANICAL HVAC

M-601 MECHANICAL SCHEDULES & DETAILS

ELECTRICAL

E-001 NOTES, SYMBOLS & ABBREVIATIONS

E-101 FIRST FLOOR PLAN - LIGHTING

E-131 FIRST FLOOR PLAN - POWER

E-501 DETAILS AND SCHEDULES

SHEET INDEX

PROJECT LOCATION

LOCAL VICINITY MAP

SITE MAP

09/16/16 B-3 FINAL

FS

T S

T S

PS

FIRE PROTECTION ABBREVIATIONS:

AFG ABOVE FINISHED GRADE

AFF ABOVE FINISHED FLOOR

ANG AIR NATIONAL GUARD

BPD BACKFLOW PREVENTION DEVICE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CW COLD WATER

DCVA DOUBLE CHECK VALVE ASSEMBLY BPD

DI DUCTILE IRON

DOD DEPARTMENT OF DEFENSE

FH FIRE HYDRANT

FDC FIRE DEPARTMENT CONNECTION

FP-D FIRE PROTECTION - DRY

FP-W FIRE PROTECTION - WET

FPE PROFESSIONAL FIRE PROTECTION ENGINEER

PC PLUMBING CONTRACTOR

PIV POST INDICATOR VALVE

RCP REINFORCED CONCRETE PIPE

RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER

SP FIRE SPRINKLER PIPING

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

UFC UNIFIED FACILITIES CRITERIA

FIRE PROTECTION NOTES:

1. PROVIDE A HYDRAULICALLY DESIGNED WET SPRINKLER SYSTEM AT CRITERIA

FOR HAZARD CLASSIFICATION SHOWN IN CONFORMANCE WITH THE FOLLOWING

CODES AND STANDARDS:

A. ANG ETL 15-01, 1-MAY 15

B. UFC 3-600-1, SEPT/2006 (CHANGE 3, MARCH 1ST, 2013)

C. NFPA - 13, (LATEST PREVAILING EDITION)

2. UFC STANDARDS INCLUDE SPECIFIC DESIGN REQUIREMENTS THAT IN SOME CASES

OVERRIDE NFPA REQUIREMENTS. REQUIREMENTS INCLUDE BUT ARE NOT LIMITED

TO THE FOLLOWING:

• USE AREA/DENSITY METHOD TO DETERMINE WATER DEMAND REQUIREMENTS.

• EXCEPTION: WHERE NOTED OTHERWISE ON DRAWINGS.

• USE VALUES SHOWN IN FM LOSS PREVENTION DATA SHEET 3-26 (AS MODIFIED

BY FM ENGINEERING BULLETIN 04-12) FOR THE FOLLOWING:

- DENSITY.

- AREA

- HOSE STREAM ALLOWANCE.

- DURATION OF SUPPLY.

• PROVIDE VALVED OUTLETS TO DRAIN ALL PIPING. EXTEND DRAIN PIPING TO

EXTERIOR.

• PROVIDE SPLASH BLOCK FOR DRAINS.

• PROVIDE SUPERVISORY SWITCHES ON ALL ISOLATION VALVES INSTALLED IN

CIRCUITS TO ANY SPRINKLER.

• PROVIDE IDENTIFICATION TAGS ON SPECIFIC COMPONENTS. SEE

SPECIFICATIONS.

• PAINT EXPOSED PIPE. SHOW FLOW DIRECTION AND PIPE IDENTIFICATION 26FT

APART.

• INSTALL EXTENDED SLEEVES AT ALL WALL PENETRATIONS.

• FPE STAMP ON ALL SUBMITTALS.

• DO NOT USE GALVANIZED PIPE.

• USE 12 PSID FOR FLOW PRESSURE LOSS ON ALL BPD REGARDLESS OF TYPE.

• DO NOT ROUTE PIPING OVER TOP OR WITHIN 3 FEET LATERALLY OF THE

FOLLOWING ELECTRICAL EQUIPMENT:

- PANELS

- TRANSFORMERS

- SWITCHES

- DISCONNECTS

- DEVICES SIMILAR TO THE ABOVE DEVICES.

D. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7-05.

3. ALL FIRE PROTECTION DESIGN SHALL BE STAMPED & SEALED BY A FPE, INCLUDING

BUT NOT LIMITED TO FIRE PROTECTION SYSTEM LAYOUT, ANY & ALL SITE WORK

PERTAINING TO FIRE PROTECTION OF THIS BUILDING.

E. FM GLOBAL

FIRE PROTECTION SYMBOLS:

FIRE DEPARTMENT CONNECTION

ORIFICE

FLOW SWITCH

ALARM BELL

ISOLATION VALVE

GATE VALVE

PRESSURE GAUGE

CHECK VALVE

VALVE SUPERVISION/TAMPER SWITCH

STRAINER

T

PIPE DROP

PIPE RISE

STRAINER

FIRE PROTECTION GENERAL NOTES:

1. ABBREVIATIONS INDICATED HERE AND NOT USED IN THE CONTRACT DOCUMENTS

DO NOT APPLY TO THIS PROJECT. ADDITIONAL ABBREVIATIONS MAY BE

INDICATED IN THE CONTRACT DOCUMENTS.

2. THESE DRAWINGS ARE DESIGN DRAWINGS AND ARE DIAGRAMMATIC. THEY MAY

NOT SHOW ALL PHYSICAL ARRANGEMENTS, OFFSETS, BENDS, OR ELBOWS

WHICH MAY BE REQUIRED FOR INSTALLATION OF VARIOUS MATERIALS,

EQUIPMENT AND PIPING IN ALLOTTED SPACES. EXAMINE THESE AND OTHER

AVAILABLE DRAWINGS TO DETERMINE SPACE LIMITATIONS AND

INTERFERENCES. MAKE ANY MINOR CHANGES IN LOCATIONS OF EQUIPMENT AND

PIPING FROM THAT SHOWN ON DRAWINGS AND FOR ALL PHYSICAL DETAILS

REQUIRED FOR INSTALLATION. COST FOR ADAPTING WORK TO JOB SITE

CONDITIONS SHALL NOT BE CONSIDERED AS BASIS OF AN EXTRA COST TO

CONTRACT.

3. ELEVATION OF PIPING INDICATED ON THESE DRAWINGS ARE TO BE USED AS

GUIDELINES TO ASSIST WITH INSTALLATIONS. MINOR CHANGES TO THESE

ELEVATIONS MAY BE NECESSARY TO ELIMINATE UNFORESEEN INTERFERENCES.

ANY CHANGE IN ELEVATION SHALL BE APPROVED PRIOR TO CHANGE.

4. ANY AND ALL INFORMATION SHOWN ON THESE DRAWINGS WITH RESPECT TO

EXISTING STRUCTURES, UTILITIES, AND MECHANICAL SYSTEMS IS AS EXACT AS

COULD BE SECURED. THE INFORMATION IS NOT WARRANTED NOR GUARANTEED

ACCURATE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING

WITH WORK.

5. ACCURATE AND LEGIBLE RECORD DRAWINGS SHALL BE MAINTAINED AT THE JOB

SITE AND BE SUBMITTED PRIOR TO FINAL PAYMENT.

6. ROOFING SYSTEMS SHALL BE PROTECTED FROM DAMAGE DURING

CONSTRUCTION ACTIVITIES.

7. TEMPORARILY PATCH ALL ROOF OPENINGS WATERTIGHT UNTIL FINAL CLOSURE

CAN BE MADE.

8. VERIFY ALL EQUIPMENT LOCATIONS AND PIPE ROUTING WITH COR PRIOR TO

INSTALLATION.

9. SEQUENCE OF WORK AND/OR PLACE OF COMMENCEMENT OF WORK SHALL BE

APPROVED PRIOR TO WORK BEING STARTED. SCHEDULED SHUTDOWNS SHALL

BE CLOSELY COORDINATED WITH EXISTING OPERATIONS.

FIRE PROTECTION HATCH PATTERN LEGEND:

HC-1

HC-2

HC-3

1 SUPERVISED INDICATING ISOLATION VALVE.

2 MAIN DRAIN SHUT-OFF VALVE

3 ALARM TEST

4 PRESSURE GAUGE

5 FLOW SWITCH

6 CHECK VALVE

7 DOUBLE CHECK VALVE ASSEMBLY

8 CONNECTION FLANGE BY FPC

9 AUTOMATIC DRIP VALVE - ROUTE TO DRAIN

10 SYSTEM DRAIN

RISER SCHEMATIC KEYED NOTES:

11 FIRE DEPT CONNECTION @ 36" AFG

12 2" MAIN DRAIN & TEST OUTLET @ 18" AFG

13 FORWARD FLOW TEST CONNECTION @ 48"AFG

14 AUTOMATIC AIR PRESSURE MAINTENANCE DEVICE

15 PRESSURE RELIEF VALVE

16 AIR COMPRESSOR

17 DELUGE VALVE ASSEMBLY

18 PRESSURE SWITCH

4 18

8FINISHED

FLOOR

EXTERIOR

WALL

SPLASH BLOCK

GRADE

TO DRY PIPE

SPRINKLER

SYSTEM

NOTE: MINIMUM REQUIRED FEATURES SHOWN.

FIRE PROTECTION SYSTEM DESIGN DETAILS BY CONTRACTOR.

19 VALVE RELEASING CONTROL PANEL

FROM SMOKE

DETECTOR

1 1/16"

/3

/3

4"MIN.

4"MIN.

4"MIN.

24"MIN.

PLAN VIEW

BPD

BPD

/3

"18"MIN.

/1

"12"-84"

ELEVATION VIEW

FINISHED FLOOR

LOW POINT

ISOLATION VALVE

HIGH POINT

OBSTRUCTIONS

VALVE HANDLE SIDE

BPD DRAIN

< 2" 2"

2" - 3" 3"

4" 4"

FLANGE

MAINTAIN 1' ANNULAR GAP

BETWEEN PIPE AND SLAB.

SEAL GAP

EXTERIOR WALL

FINISHED FLOOR LEVEL

GRADE

/3

78" MINIMUM

LOCATE JOINT 24" OUTSIDE OF

FOOTING PRESSURE LINE

45.00°

FOOTING PRESSURE LINE

EXTEND CASING 2" PAST

FOOTING PRESSURE LINE

(TYP)

END SEAL (TYP)

CASING

THRUST

BLOCK

SERVICE

ENTRANCE

PIPE

/3

"X

/1

"12"

IF DIMENSION "X" IS LESS THAN 12", INSTALL DI OR RCP CASING.

MAINTAIN AT LEAST 2" ANNULAR GAP BETWEEN PIPE AND CASING.

APPLY CASING END SEALS.

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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F-001

FIRE PROTECTION

SYMBOLS,

ABBREVIATIONS,

NOTES AND DETAILS

XGFG162015ANG NO.:

3141300-160811.01

JET

RMM

September 16, 2016

MFP

NO SCALE1

DOUBLE INTERLOCK PREACTION SPRINKLER RISER

NO SCALE2

ASSE-1013 & ASSE-1015

NO SCALE3

WATER SERVICE ENTRANCE

(2) WHERE ROOM CEILING SLOPE IS GREATER THAN 1:10, INCREASE DESIGN AREAS 30%.

(1) EXCERPT ONLY. SEE FULL FM GLOBAL DATASHEET FOR SDDITIONAL REQUIREMENTS AND OPTIONS.

REMARKS:

HC-3 0.30 / 2500 0.30 / 3500 0.30 / 3600 0.30 / 4600 0.50 / 3000 0.50 / 4000 500 90

HC-2 0.20 / 2500 0.20 / 3500 0.20 / 2500 0.20 / 3500 0.20 / 2500 0.20 / 3500 250 60

HC-1 0.10 / 1500 0.10 / 1500 0.20 / 2500 0.20 / 3500 0.20 / 2500 0.20 / 3500 250 60

WET SYSTEM DRY SYSTEM WET SYSTEM DRY SYSTEM WET SYSTEM DRY SYSTEM

CEILING HEIGHT UP TO 30 FT. AFF. CEILING HEIGHT 30 - 45 FT. AFF. CEILING HEIGHT 45 - 60 FT. AFF.

MINIMUM DESIGN DENSITY (GPM/SQ.FT.) AND AREA (SQ.FT.) - STANDARD COVERAGE SPRINKLERS

CEILING HEIGHT LESS THAN 60 FT.

AFF. MINIMUM (GPM)

MINIMUM (MINUTES)

HAZARD

CATEGORY

SPRINKLER SYSTEM HOSE STREAM DEMAND ALLOWANCE WATER SUPPLY DURATION

FM GLOBAL DATASHEET 3-26 EXCERPT (1)(2)

FLOW GPM: 1405 GPM

RESIDUAL PRESSURE: 80 PSI

STATIC PRESSURE: 92 PSI

HYDRANT ELEVATION: 20" ABOVE FINISH GRADE

HYDRANT LOCATION: PRESURE HYD. @ BULDG. 406, FLOW HYD. @ BLDG. 400. 8" WATER MAIN

LOCATION: TRUAX FIELD ANGB, MSN

DATE OF TEST: 07/30/16 @ 10:00AM

FIRE SPRINKLER DESIGN/INSTALLATION CONTRACTOR SHALL CONDUCT WATER FLOW TEST AND USE

RESULTS IN HYDRAULIC CALCULATIONS

NOTE: BASIS FOR BID SHOWN. NOT FOR DESIGN.

WATER SUPPLY FLOW BASIS FOR BID:

654321

A

B

C

D

E

F

F P

-D

4" FP-D 4" FP-D

F-101

HC-3

HC-2

4" FP-D

E

F

REFER TO

ELECTRICAL

DRAWINGS

FOR ALARM

SYSTEM

DCVA BPD

2" FP-D

MAIN DRAIN

FIRE

DEPARTMENT

CONNECTION

4" FP-W

4" FP-D

6" FP-W

MIN 7'-0" BELOW GRADE

FORWARD FLOW TEST

CONNECTION @ 48" AFG

654321

A

B

C

D

E

F

F P

-D

4" FP-D 4" FP-D

HC-3

HC-2

4" FP-D

4" FP-D

HC-3

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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F-101

FIRE PROTECTION

PIPING PLAN

XGFG162015ANG NO.:

3141300-160811.01

JET

RMM

September 16, 2016

MFP

1/8" = 1'-0"1

FIRE PROTECTION PIPING PLAN

PLAN

NORTH

TRUE

NORTH

1/4" = 1'-0"2

FIRE PROTECTION

ENLARGED PIPING PLAN

1/8" = 1'-0"3

FIRE PROTECTION PIPING PLAN BID OPTION

FA

C

P

MM

S

S

FS TS

S

FA

C

P

MM

S

S

FS TS

S

F E

D

C

B A

1 2 3 4 5 6 7

COLD

STORAGE

9.301

WP

(2) 9.303

FIRE RISER

ROOM

9.302

9.301

FIRE ALARM CONTROL PANEL

FIRE ALARM SYMBOLS

FIRE ALARM PULL STATION

INTELLIGENT PHOTOELECTRIC SMOKE DETECTOR

CEILING MOUNTED FIRE ALARM SPEAKER/STROBE,

(##) IS CANDELA RATING

NEW SPRINKLER FLOW SWITCH (PROVIDE

ADDRESSIBLE MONITOR MODULE)

NEW MONITOR MODULE

NEW SPRINKLER TAMPER SWITCH (PROVIDE

ADDRESSIBLE MONITOR MODULE)

S

MM

FS

TS

FACP

FIRE ALARM SPEAKER/STROBE, (##) IS CANDELA RATING

S

FINISHED FLOOR

96"

ALL FIRE ALARM AUDIBLE,

VISUAL, AND AUDIBLE/VISUAL

DEVICES UNLESS NOTED

OTHERWISE.

TOP OF DEVICE

MOUNTING HEIGHT TO

OPERATING HANDLE

45" AFF.

ALL FIRE ALARM PULL

STATION DEVICES UNLESS

NOTED OTHERWISE.

FIRE ALARM & MASS NOTIFICATION SYSTEM NOTES:

ALL DETECTION AND ALARM CIRCUITS SHALL BE OF THE SUPERVISED CLASS B, FOR INITIATING CIRCUITS AND A SUPERVISED CLASS B, FOR NOTIFICATION APPLIANCE CIRCUITS. SIGNALING LINE CIRCUITS (SLC) SHALL BE CLASS B, STYLE 4.

MONITORED DEVICES INCLUDE FLOW AND TAMPER SWITCHES.

SEE PLANS FOR SPECIFIC CANDELA (CD) RATINGS ON NOTIFICATION APPLIANCES

ALL JUNCTION, TERMINAL, AND PULLING BOXES AND COVERS SHALL BE PAINTED RED AND SHALL BE IDENTIFIED WITH ENGRAVED LABELS BY CIRCUIT THAT IT CONTAINS. ALL CONDULETS AND SIMILAR UNITS SHALL BE PAINTED RED. ALL DETECTION AND TERMINAL DEVICES SHALL HAVE ENGRAVED PLASTIC OR METALLIC ALPHANUMERIC IDENTIFICATION, WHICH SHALL BE KEYED TO THE POSTED AND OPERATIONS AND MAINTENANCE INSTRUCTIONS.

ALL WIRING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

ALL SPEAKER AND STROBE CIRCUITS SHALL BE SUPERVISED.

COORDINATE REQUIRED ALARMS MONITORED AT BASE HEAD END SYSTEM WITH OWNER PRIOR TO PROGRAMMING.

ALL CONDUIT AND BOXES SHALL BE IDENTIFIED THROUGH COLOR CODING AND LABING. SEE SPECIFICATIONS.

MINIMUM CONDUIT SIZE SHALL BE 3/4". ALL CONDUIT SHALL BE FACTORY PIGMENTED RED.

CD

24V POWER

SLC CIRCUIT

ANTENNA AND CABLING

TO OTHER SPEAKER/STROBE DEVICES

AND THEN BACK TO FACP

FMCP

FIRE ALARM

CONTROL PANEL

(FACP)

ROOM 102

120 VAC

TO OTHER EQUIPMENT

AND THEN BACK TO FACP

RADIO TRANSMITTER

EXTERIOR

FAAP

CAT 6 CABLE.

LIGHTNING SURGE ARRESTOR

S S

CD

S

1.

2.

3.

4.

5.

6.

7.

8.

9.

MM

CD

F E

D

C

B A

1 2 3 4 5 6 7 8 9

COLD

STORAGE

FIRE RISER

ROOM

9.301

WP

9.302

(2) 9.303

9.301

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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F-102

FIRE PROTECTION

SYMBOLS, FLOOR

PLAN AND RISER

DIAGRAM

XGFG162015ANG NO.:

3141300-160811.01

MRF

ARG

September 16, 2016

MRF

KEYED NOTES

9.301 FIRE ALARM SPEAKER STROBE SHALL BE MOUNTED TO BOTTOM OF

STRUCTURE OR STEM MOUNTED BELOW STRUCTURAL BEAMS TO ALLOW

UNOBSTRUCTED VIEWING ANGLE.

9.302 FIRE ALARM WIRELESS ANTENNA SHALL BE SURFACE MOUNTED TO EXTERIOR

FACADE ABOVE ROOF.

9.303 MONITOR MODULE TO MONITOR AIR COMPRESSOR (AC-1).

1/8" = 1'-0"1 FIRST FLOOR PLAN - FIRE PROTECTION

NO SCALE4 DEVICE MOUNTING HEIGHTS DETAIL

NO SCALE3 FIRE ALARM RISER DIAGRAM

1/8" = 1'-0"2 FIRST FLOOR PLAN - FIRE PROTECTION BID OPTION

Fire Hydrant

Fire Hydrant

SITE PLAN

W V

W V

W V

Fire Hydrant

USAFP

PROJECT NO.

1046-0008417

Fire Hydrant

FireHydrant

Fire Hydrant Fire

Hydrant

Fire Hyd ran t

Fire

Hyd ran t

W V

W V

Fire Hydrant

Fire Hydrant

Fire Hydrant

STATIC

Fire Hydrant

FLOW

Fire Hydrant

FEDCBA

SECTION

A

AUTOMATIC SPRINKLER PLAN

S

FACP

ALL ITEMS LISTED ABOVE TO BE FURNISHED,

INSTALLED, AND WIRED BY OTHERS.

S S

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

FIRE

RISER

10-0

1 2

RISER DETAIL

N

TRUE NORTH

N

PLAN NORTH

MILWAUKEE WI 53204

BRYAN HENNE 414.647.1530

1237 WEST BRUCE STREET

KPH CONSTRUCTION

CONTACT:

ADDRESS:

CONTRACT WITH: QTYSYM.WRENCHESCUT.FINISHMAKE MODEL SIN # RESP. TYPE THR.

SIZE

"K"

FACT

TEMP

°F

MAX LINEAR

SPACING

MAXIMUM

CVG AREA

DEFLECTOR

DISTANCE

98TOTAL NUMBER OF SPRINKLERS ON THIS SHEET:

RELIABLE F1 LO R1722 SR UP 3/4" 8.0 155 12' 100 1-12 BRASS N/A W2 91

This drawing and design is made exclusively for the party named in the title block. This drawing remains the property of UNITED STATES ALLIANCE FIRE PROTECTION, INC. and may not be reproduced or copied in whole or in part by any method without prior written consent of UNITED STATES ALLIANCE FIRE

PROTECTION, INC.

98TOTAL NUMBER OF SPRINKLERS ON THE PROJECT:

PROJECT:

HC-3 0.30 / 2500 0.30 / 3500 0.30 / 3600 0.30 / 4600 0.50 / 3000 0.50 / 4000 500 90 HC-2 0.20 / 2500 0.20 / 3500 0.20 / 2500 0.20 / 3500 0.20 / 2500 0.20 / 3500 250 60 HC-1 0.10 / 1500 0.10 / 1500 0.20 / 2500 0.20 / 3500 0.20 / 2500 0.20 / 3500 250 60

WET SYSTEM DRY SYSTEM WET SYSTEM DRY SYSTEM WET SYSTEM DRY SYSTEM

CEILING HEIGHT UP TO 30 FT. AFF. CEILING HEIGHT 30 - 45 FT. AFF. CEILING HEIGHT 45 - 60 FT. AFF.

MINIMUM DESIGN DENSITY (GPM/SQ.FT.) AND AREA (SQ.FT.) - STANDARD COVERAGE SPRINKLERS

CEILING HEIGHT LESS THAN 60 FT.

AFF. MINIMUM (GPM) MINIMUM (MINUTES)

HAZARD

CATEGORY

SPRINKLER SYSTEM HOSE STREAM DEMAND ALLOWANCE WATER SUPPLY DURATION

FM GLOBAL DATASHEET 3-26 EXCERPT

TYCO EC-5 TY3302 QR HSW 1/2" 5.6 155 16' 20' THROW 4-6 BRASS N/A W-TYPE 6 7

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PLAN

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TRUE

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NORTH

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NORTH

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SCALE 1"=100'

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%%UFLOW INFORMATION:

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STATIC: 86 PSI

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RESIDUAL: 77 PSI

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FLOW: 1560 GPM

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LOCATION: @ COLD STORAGE BLDG

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BY: USAFP/USAF/KPH CONSTRUCTION

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DATE: 5.2.19

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375' EXISTING 8"

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242' EXISTING 8"

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FIRE DEPARTMENT CONNECTION

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115' NEW 6"

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70' NEW 6"

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20' NEW 6"

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1130' EXISTING 6"

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198' EXISTING 8"

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257' EXISTING 6"

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EXISTING 8"

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79' EXISTING 8"

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EXISTING 6"

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EXISTING 6"

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390' EXISTING 6"

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435' EXISTING 6"

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418' EXISTING 8"

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EXISTING 8"

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70' NEW 6"

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192' EXISTING 8"

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312' EXISTING 6"

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DISCHARGE

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FULL FLOW

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DISCHARGE

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MAIN DRAIN

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200' EXISTNG 6"

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SCALE 1/8"=1'-0"

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8" STEEL PURLIN

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EXTERIOR WALL

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CONCRETE FLOOR

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MAIN

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BRANCHLINE

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UPRIGHT SPRINKLER

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MAINFRAME BEAM

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METAL ROOF

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1" SPRIG

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SCALE 1/8"=1'-0"

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FIRE ALARM SPEAKER STROBES

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INTELLIGENT PHOTOELECTRIC SMOKE DETECTORS

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FIRE ALARM CONTROL PANEL

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36" MAINFRAME BEAM

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8" PURLIN

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8" PURLIN

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8" PURLIN

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8" PURLIN

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8" PURLIN

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8" PURLIN

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8" PURLIN

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8" PURLIN

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8" PURLIN

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8" PURLIN

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36" MAINFRAME BEAM

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36" MAINFRAME BEAM

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36" MAINFRAME BEAM

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36" MAINFRAME BEAM

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36" MAINFRAME BEAM

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36" MAINFRAME BEAM

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36" MAINFRAME BEAM

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6" UNDERGROUND

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(BY OTHERS)

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4. RACK ALLOWANCE

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3. HOSE ALLOWANCE

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%%UREMOTE FACTOR:

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%%ULOCATION:

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%%UNO. OF SPRINKLERS:

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%%UBASIS OF DESIGN:

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%%USYSTEM DEMAND:

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1. DENSITY

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2. DESIGN AREA

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1. GPM @ TEST

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COLD STORAGE

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AutoCAD SHX Text 1750.83

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TRAPEZE

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HANGER

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TYPICAL

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FULL FLOW

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DISCHARGE

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MAIN DRAIN

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DISCHARGE

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FIRE

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DEPARTMENT

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CONNECTION

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NITROGEN SYSTEM FOR PREACTION SYSTEM

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B/PURLIN 19-6

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B/PURLIN

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B/PURLIN 19-6

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B/PURLIN 19-6

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B/PURLIN

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B/PURLIN 19-6

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B/PURLIN 19-6

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B/PURLIN

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CONCRETE FLOOR

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DOUBLE CHECK VALVE

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6" RELIABLE DDX DOUBLE

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6" UNDERGROUND BY OTHERS

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6" GRV 90 EL

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PIPE STAND

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INTERLOCK TYPE F ASSEBMLY

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6" APOLLO

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1" OUTLET TO ROOM SPRINKLER

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6" TO SYSTEM

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6" GRV BFV FOR

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4" GRV 90 ELBOW DN

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TO OUTSIDE WALL

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6" GRV 90 ELBOW

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FDC

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10" ELECTRIC BELL

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(INSTALLED AND

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DRAIN 90 EL

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1" AUX DRN

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AutoCAD SHX Text 2.77

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USA FIRE PROTECTION

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AUTOMATIC SPRINKLER PLAN

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TRUAX COLD STORAGE

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3110 MITCHELL STREET

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MADISON WI 53704

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FEDERAL

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RC

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AS NOTED

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BZ

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FP1 OF 1

AutoCAD SHX Text Wisconsin Contractor's License # 222610

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2936 SOUTH 166TH STREET NEW BERLIN, WI. 53151

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(262) 782-3311

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HYDRAULIC DESIGN INFORMATION

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RA#1 COLD STORAGE

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GPM @ BOR

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INFORMATION PROVIDED BY:

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AREA

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NO.

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PSI @ BOR

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DESCRIPTION

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REVISIONS

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APPROVAL DWG

AutoCAD SHX Text 5.3.19

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BZ

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FAB DWG

AutoCAD SHX Text 7.19.19

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BZ

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AS-BUILT DWG

AutoCAD SHX Text 1.6.20

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BZ

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BY

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text 8'

AutoCAD SHX Text 10'

AutoCAD SHX Text 12'

AutoCAD SHX Text 14'

AutoCAD SHX Text 16'

AutoCAD SHX Text 18'

AutoCAD SHX Text Graphical Scale Representation 1/8" = 1'-0"

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WATER SUPPLY INFORMATION

AutoCAD SHX Text 86 psi

AutoCAD SHX Text 77 psi

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AutoCAD SHX Text 5.2.19

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@ COLD STORAGE BLDG

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USAFP/USAF/KPH CONSTRUCTION

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text E

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AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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AutoCAD SHX Text E

AutoCAD SHX Text S

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AutoCAD SHX Text L

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AutoCAD SHX Text A

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USA

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%%UGENERAL NOTES

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ALL UNDERGROUND BY OTHERS

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ALL ELECTRICAL BY OTHERS

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DESCRIPTION

AutoCAD SHX Text Elevation from Floor to Centerline of Pipe

AutoCAD SHX Text Aproximate Location of Grooved Coupling

AutoCAD SHX Text Aproximate Hanger Location

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SYMBOL

AutoCAD SHX Text +0-0

AutoCAD SHX Text -0 Bts

AutoCAD SHX Text Hydraulic Reference Point

AutoCAD SHX Text Hanger No. & Rod Length

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AutoCAD SHX Text #1(0-0)

AutoCAD SHX Text Elevation down from Deck to Centerline of Pipe

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ALL PAINTING OF PIPE IF REQUIRED BY OTHERS

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WALL THICKNESS

AutoCAD SHX Text .365

AutoCAD SHX Text .277

AutoCAD SHX Text .280

AutoCAD SHX Text .154

AutoCAD SHX Text .145

AutoCAD SHX Text .140

AutoCAD SHX Text .133

AutoCAD SHX Text .203

AutoCAD SHX Text .216

AutoCAD SHX Text .237

AutoCAD SHX Text 4.026

AutoCAD SHX Text 3.068

AutoCAD SHX Text 2.469

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2\"

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SCHEDULE-40

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DIAMETER

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NOMINAL I.D.

AutoCAD SHX Text 1"

AutoCAD SHX Text 1["

AutoCAD SHX Text 1\"

AutoCAD SHX Text 2"

AutoCAD SHX Text 1.049

AutoCAD SHX Text 1.380

AutoCAD SHX Text 1.610

AutoCAD SHX Text 2.067

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PIPE SCHEDULE

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6.065

AutoCAD SHX Text 8.071

AutoCAD SHX Text 10.02

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AREAS CONTAINING WATER FILLED PIPES

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TO PROVIDE ADEQUATE HEAT FOR ALL

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%%UNOTE:

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IT IS THE BUILDING OWNERS RESPONSIBILITY

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%%UAS-BUILT DRAWING

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HANGER NO. 1

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TOP BEAM CLAMP

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TOP BEAM CLAMP

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HANGER RING

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ALL THREAD ROD

AutoCAD SHX Text SCOPE OF WORK 1. INSTALL NEW DOUBLE INTERLOCK PREACTION AUTOMATIC SPRINKLER SYSTEM THROUGHOUT NEW INSTALL NEW DOUBLE INTERLOCK PREACTION AUTOMATIC SPRINKLER SYSTEM THROUGHOUT NEW BUILDING IN ACCORDANCE APPLICABLE CODES LISTED BELOW. USAFP WILL PROVIDE AND INSTALL PIPE, FITTINGS, AND VALVES FOR THE SYSTEM. ALARM DEVICES, PANELS, WIRING, MONITORING, ETC. TO BE PROVIDED AND INSTALLED BY OTHERS. WATER SUPPLY BY OTHERS AS NOTED. DESIGN CRITERIA 1. COLD STORAGE: HAZARD CATAGORY HC-3, 0.30 GPM/SQ FT OVER THE MOST REMOTE 3500 SQ COLD STORAGE: HAZARD CATAGORY HC-3, 0.30 GPM/SQ FT OVER THE MOST REMOTE 3500 SQ FT WITH A 500 GPM HOSE STREAM ALLOWANCE. SPRINKLERS SHALL BE SPACED A MAXIMUM OF 100 SQ. FT. PIPE AND FITTINGS 1. PIPE AND FITTINGS TO BE IN ACCORDANCE WITH NFPA 13. 2. SPRINKLER SYSTEM PIPING SHALL BE SCHEDULE 40 A53 BLACK STEEL THREADED BOTH ENDS WITH BLACK THREADED CAST IRON FITTINGS OR ROLL GROOVED BOTH ENDS WITH GROOVED BLACK THREADED CAST IRON FITTINGS OR ROLL GROOVED BOTH ENDS WITH GROOVED FITTINGS OR ROLL GROOVED BOTH ENDS WITH GROOVED OR ROLL GROOVED BOTH ENDS WITH GROOVED DUCTILE IRON FITTINGS. APPLICABLE CODES 1. ANG ETL 15-01, 1-MAY 15 2. UFC 3-600-01, SEPT/2006 (CHANGE 3, MARCH 1ST, 2013) 3. WISCONSIN COMMERCIAL BUILDING CODE 4. NFPA 13, 2013 EDITION 5. FM GLOBAL BUILDING AREA 1. 6,189 SQ. FT. AREA OF FIRE PROTECTION WORK.

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HANGER MATERIALS

AutoCAD SHX Text STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM.

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THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICE TO IMPROVE THE STRUCTURAL

AutoCAD SHX Text unless the hanger has been specifically designed for the additional loading.

AutoCAD SHX Text No other piping and/or devices are to be attached to the sprinkler pipe hanger system

AutoCAD SHX Text Pipe hangers shall be installed as required by NFPA for supporting sprinkler piping.

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COPPER TUBE

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STEEL PIPE

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THREADED LIGHTWALL

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THREADED LIGHTWALL

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STEEL PIPE EXCEPT

AutoCAD SHX Text NOMINAL PIPE SIZE (in).

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HANGERS SHALL BE INSTALLED ACCORDING TO NFPA 13 - 2007 EDITION

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CPVC

AutoCAD SHX Text TABLE 9.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS (ft. - in.)

AutoCAD SHX Text 12-0

AutoCAD SHX Text 12-0

AutoCAD SHX Text 8-0

AutoCAD SHX Text 8-0

AutoCAD SHX Text 6-0

AutoCAD SHX Text 5-6

AutoCAD SHX Text 12-0

AutoCAD SHX Text N/A

AutoCAD SHX Text 12-0

AutoCAD SHX Text N/A

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AutoCAD SHX Text 12-0

AutoCAD SHX Text 12-0

AutoCAD SHX Text 10-0

AutoCAD SHX Text 10-0

AutoCAD SHX Text 12-0

AutoCAD SHX Text 8-0

AutoCAD SHX Text 7-0

AutoCAD SHX Text 6-6

AutoCAD SHX Text 10-0

AutoCAD SHX Text 9-0

AutoCAD SHX Text 12-0

AutoCAD SHX Text 15-0

AutoCAD SHX Text 12-0

AutoCAD SHX Text 15-0

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AutoCAD SHX Text 1\

AutoCAD SHX Text 1[

AutoCAD SHX Text 12-0

AutoCAD SHX Text 12-0

AutoCAD SHX Text 15-0

AutoCAD SHX Text 15-0

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AutoCAD SHX Text 2\

AutoCAD SHX Text 15-0

AutoCAD SHX Text 15-0

AutoCAD SHX Text 15-0

AutoCAD SHX Text 15-0

AutoCAD SHX Text 15-0

AutoCAD SHX Text N/A

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AutoCAD SHX Text N/A

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AutoCAD SHX Text N/A

AutoCAD SHX Text N/A

AutoCAD SHX Text 15-0

AutoCAD SHX Text N/A

AutoCAD SHX Text N/A

AutoCAD SHX Text 15-0

AutoCAD SHX Text 15-0

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AutoCAD SHX Text 3\

AutoCAD SHX Text N/A

AutoCAD SHX Text N/A

AutoCAD SHX Text 15-0

AutoCAD SHX Text 15-0

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AutoCAD SHX Text %%UPreaction Systems.%%U In Preaction Systems, branch

AutoCAD SHX Text lines shall be pitched at least 1/2 in. per 10 ft

AutoCAD SHX Text and mains shall be pitched at least 1/2 in. per 10 ft.

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ELBOW

AutoCAD SHX Text 45%%d GALV.

AutoCAD SHX Text Nipple or equivalent

AutoCAD SHX Text 2" x 12"

AutoCAD SHX Text 1" valve

AutoCAD SHX Text 1" valve

AutoCAD SHX Text Dry System Aux. Drain / Insp. Test

AutoCAD SHX Text Wood/No Pre-Drill

AutoCAD SHX Text Wood/No Pre-Drill

AutoCAD SHX Text 18 GA. Steel

AutoCAD SHX Text 18 GA. Steel

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AutoCAD SHX Text 4"

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THREADED BRACKET

AutoCAD SHX Text UL and cUL Listed.

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APPROVALS:

AutoCAD SHX Text 3/8" rod - \"thru 4" pipe sizes.

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SIZE:

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QTY.

AutoCAD SHX Text 2\"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text Size

AutoCAD SHX Text Pipe

AutoCAD SHX Text [" or #14 Tek Screw

AutoCAD SHX Text

AutoCAD SHX Text [" x 1\" Lag Bolt

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FASTENER TYPE

AutoCAD SHX Text D-F or A-C

AutoCAD SHX Text B or E

AutoCAD SHX Text B or E

AutoCAD SHX Text D-F or A-C

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MATERIAL

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LOCATION

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MOUNT FASTENER

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NO HIGHER THAN

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MIDPOINT

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MOUNT FASTENER

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NO HIGHER THAN

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MIDPOINT

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MAX

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UL LISTED FASTENER TABLE

AutoCAD SHX Text [" or #14 Tek Screw

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

\" THRU 2" PIPE, USE 3/8" FASTENER IN CENTER HOLE

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2\" THRU 4" PIPE, USE 1/2" FASTENER IN CENTER HOLE

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FOR CENTER HOLE INSTALLATION

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MOUNT FASTENER

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NOT LESS THAN

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2\" FOR B.LINES

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3" FOR MAINS

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FROM LOWEST EDGE

AutoCAD SHX Text 18 GA. Steel

AutoCAD SHX Text

AutoCAD SHX Text 4"

AutoCAD SHX Text [" or #14 Tek Screw

AutoCAD SHX Text B-D-F or A-C-E

AutoCAD SHX Text #14x1\" Sheet Metal Screw

AutoCAD SHX Text or

AutoCAD SHX Text [" x 1\" Lag Bolt

AutoCAD SHX Text #14x1\" Sheet Metal Screw

AutoCAD SHX Text or

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AutoCAD SHX Text Increase length of fasteners to 2" if installed through 5/8" gyp. board.

AutoCAD SHX Text FASTENER OPTIONS ARE AVAILABLE FOR LIGHTER GAUGE STEEL. SEE AFCON DATA SHEET FOR COMPLETE INFORMATION.

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\" PLUG

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\" UNION (4) TYP.

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\" ADJUSTABLE RELIEF VALVE

AutoCAD SHX Text 1/2" 90

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\" CHECK VALVE

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COMPRESSOR

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PS-10

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PS-40 W/BLEEDER VALVE

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MAINTENANCE DEVICE

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AIR PRESSURE LINE-PIPING DETAIL

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NO SCALE

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\" SCR. TEE

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\" BALL VA.

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WITH \" PLUG

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1/2" BALL VALVE (3) TYP.

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DRY

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VALVE

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REPLACE 2" ANGLE VA, WITH

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2" FULL FLOW BALL VA

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FACTORY PIPED AIR PRESSURE

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\ STEEL PIPE

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AIR COMPRESSOR

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TANK DRAIN

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RELIEF VALVE

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SEE DETAIL

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AT RIGHT

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FINISH FLOOR

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WASHER

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3/8" NUT

AutoCAD SHX Text RUBBER WASHER (from air compressor)

AutoCAD SHX Text 1["x0'-5" NIPPLE (plain end)

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FENDER WASHER

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FENDER WASHER

AutoCAD SHX Text 3/8"x0'-8" ATR

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HILTI DROP-IN (IN FLOOR)

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MOUNTING LEGS FOR AIR COMPRESSOR

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NO SCALE

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PS-40A

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BVL

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PRESSURE

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GAUGE

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W/ BLEEDER VALVE

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HANGER #06

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HANGER #06 TYPICAL U.O.N.

AutoCAD SHX Text X

Truax AGE Avionics B3 Full Set 1
Truax AGE Avionics B3 Full Set 24
Truax AGE Avionics B3 Full Set 25
Truax AGE Avionics B3 Full Set 26
219000.04 Fire Suppression System - Record Drawings

File details come from the government source that posted it. Updated .