60716955_Issued for Bid.pdf

City of Oshkosh

INDEX OF DRAWINGS

Winnebago County, Wisconsin

CONTACT INFORMATION

ISSUED

06/14/2024 ISSUED FOR BID

PREPARED BY: AECOM TECHNICAL SERVICES, INC.

PROJECT NUMBER: 60716955

SHEET NO. DESCRIPTION

G-100 Cover G-101 Legend and Notes FA-101 Fire Alarm Layout FACP-1 Fire Alarm Riser Diagram FP-100 Notes FP-101 Fire Protection Details FS-101 Sprinkler Layout FS-102 Underground Layout

PROJECT LOCATION

AREA

FIRE PROTECTION UPGRADES -

TRANSIT ADMINISTRATION AND GARAGE FACILITY

KEY PLAN

REGISTRATION

PROJECT NUMBER

60716955

AECOM Technical Services, Inc.

444 Reid Street, Suite 300 De Pere, WI 54115 www.aecom.com

CLIENT

CITY OF OSHKOSH,

WISCONSIN

PROJECT

FIRE PROTECTION

UPGRADES -

TRANSIT

ADMINISTRATION

AND GARAGE

FACILITY

AR

C

H D

4" x

6"

CONSULTANT

I/R DATE DESCRIPTION

ISSUE/REVISION

0 2024.06.14 ISSUED FOR BID

SHEET TITLE

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SHEET NUMBER

G-100

THIS DRAWING HAS BEEN PREPARED FOR THE USE OF AECOM'S CLIENT AND

MAY NOT BE USED, REPRODUCED OR RELIED UPON BY THIRD PARTIES,

EXCEPT AS AGREED BY AECOM AND ITS CLIENT, AS REQUIRED BY LAW OR

FOR USE BY GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO

RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY

THAT MODIFIES THIS DRAWING WITHOUT AECOM'S EXPRESS WRITTEN

CONSENT.

DO NOT SCALE THIS DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED

FROM STATED DIMENSIONS.

NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO INFORM THEMSELVES

OF THE EXACT LOCATION OF, AND ASSUME ALL LIABILITY FOR DAMAGE TO

ALL UTILITIES, SERVICES AND STRUCTURES, WHETHER ABOVE GROUND OR

BELOW GRADE, BEFORE COMMENCING THE WORK. SUCH INFORMATION IS

NOT NECESSARILY SHOWN ON THE DRAWING, AND WHERE SHOWN, THE

ACCURACY CANNOT BE GUARANTEED.

WITH THE SOLE EXCEPTION OF THE BENCHMARK(S) SPECIFICALLY

DESCRIBED FOR THIS PROJECT, NO ELEVATION INDICATED OR ASSUMED

HEREON IS TO BE USED AS A REFERENCE ELEVATION FOR ANY PURPOSE.

FIRE SUPPRESSION LEGEND AND SYMBOLS

SYMBOL

F FIRE SERVICE MAIN

GATE VALVE - OS&Y

INDICATING BUTTERFLY VALVE

CHECK VALVE

PIPE CAP

PIPE ELBOW DOWN

PIPE ELBOW UP

PIPE TEE DOWN

PIPE TEE UP

PS

WF

VS

PRESSURE SWITCH

WATER FLOW SWITCH

VALVE SUPERVISORY SWITCH

DRY SPRINKLER RISER

N DRY PIPE VALVE CABINET WITH INTEGRAL NITROGEN GENERATOR

NOTE: SYMBOLS INCLUDED ARE STANDARD SYMBOLS. ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT.

FIRE SUPPRESSION ZONE BOUNDARY

FIRE ALARM LEGEND AND SYMBOLS

SYMBOL

S P

AIM

AOM

CD WP

CD

F

F

WP

C

CD WP

CD WP

FACP

BPS

F

WP

C

WP

WALL-MOUNTED HORN ONLY

CEILING-MOUNTED HORN ONLY

WALL-MOUNTED STROBE

CEILING-MOUNTED STROBE

FIRE ALARM CONTROL PANEL

NOTIFICATION APPLIANCE BOOSTER POWER SUPPLY

ELECTRIC WATER ALARM BELL

NOTE: SYMBOLS INCLUDED ARE STANDARD SYMBOLS. ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT.

7. ALL FLOOR AND WALL CONDUIT PENETRATIONS SHALL BE SLEEVED AND SEALED AS REQUIRED. PROVIDE FIRE STOPPING FOR ALL PENETRATIONS FOR CONDUITS OR PIPING PASSING THROUGH FLOOR SLABS, FIRE-RATED WALLS, RATED PARTITIONS, RATED CORRIDOR WALLS, AND VERTICAL SERVICE SHAFTS IN ACCORDANCE WITH NFPA 72.

8. CONDUIT SIZE AND PERCENTAGE OF FILL SHALL BE DETERMINED BY INSTALLING CONTRACTOR AND SHALL COMPLY

WITH ALL APPLICABLE STANDARDS AND SYSTEM MANUFACTURER'S REQUIREMENTS.

9. CONDUIT AND WIRING SHALL BE CONCEALED ABOVE CEILINGS IN FINISHED AREAS OR AREAS WITH DROPPED CEILINGS.

CONDUIT AND WIRING INSTALLED ABOVE CEILINGS SHALL NOT INTERFERE WITH THE REMOVAL OF THE CEILING TILES AND HVAC UNIT AIR FILTERS. IN AREAS WITHOUT CEILINGS, CONDUIT AND WIRING SHALL BE INSTALLED AS TIGHT AS

POSSIBLE TO UNDERSIDE OF FLOOR SLAB, UNLESS OBSTRUCTIONS REQUIRE OTHERWISE.

10. FIRE ALARM WIRING SHALL NOT BE INSTALLED IN THE SAME CONDUITS OR JUNCTION BOXES AS LIGHTING, POWER, OR

OTHER WIRING.

11. INSTALL ALL WIRING IN METALLIC CONDUIT. WATERTIGHT FLEX AND FLEXIBLE CONDUIT SHALL BE PERMITTED WITHIN 10

FT OF DEVICES. USE WATERTIGHT FLEX FOR DEVICES IN POTENTIALLY WET AREAS.

12. FLOW SWITCHES, PRESSURE SWITCHES, AND VALVE TAMPER SWITCHES ATTACHED TO THE SPRINKLER SYSTEM TO PROVIDE REQUIRED SUPERVISION SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM. PROVIDE A SEPARATE ADDRESS

FOR EACH FLOW SWITCH, PRESSURE SWITCH, AND TAMPER SWITCH.

ADDRESSABLE INPUT MODULE

ADDRESSABLE OUTPUT MODULE

WALL-MOUNTED HORN/STROBE

CEILING-MOUNTED HORN/STROBE

SMOKE DETECTOR

DESCRIPTION

FIRE ALARM GENERAL NOTES:

1. FIRE ALARM SYSTEM WORK SHALL COMPLY WITH NFPA 72 AND WITH THESE CONTRACT DOCUMENTS.

2. CONTRACTOR SHALL PROVIDE FINAL SYSTEM LAYOUT DRAWINGS INCLUDING BATTERY CALCULATIONS AND VOLTAGE DROP CALCULATIONS AND OBTAIN APPROVAL OF ALL AHJs. BATTERY CALCULATIONS SHALL INCLUDE 20 PERCENT

SAFETY MARGIN TO THE CALCULATED AMP-HOUR RATING.

3. IT IS THE INTENT OF THESE DOCUMENTS THAT THE CONTRACTOR IS TO PROVIDE DESIGN, MATERIALS, AND EQUIPMENT FOR A TOTALLY FUNCTIONING AND OPERATING FIRE ALARM, INCLUDING THE PROPER INTERFACING AND COORDINATING

WITH ALL OTHER BUILDING SYSTEMS.

4. THE GENERAL CHARACTER AND SCOPE OF THE WORK IS ILLUSTRATED IN THE SPECIFICATIONS AND THE DRAWINGS. THE SPECIFICATIONS AND DRAWINGS ARE DIVIDED INTO SEVERAL SECTIONS FOR CONVENIENCE ONLY AND ALL OF THE CONTRACT DOCUMENTS SHALL BE CONSIDERED AS A WHOLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND VENDORS ENGAGED IN THIS WORK.

5. THESE DRAWINGS DEPICT GENERAL LOCATIONS OF FIRE ALARM SYSTEM EQUIPMENT AND FIELD DEVICES. FINAL LOCATIONS, QUANTITIES, AND APPLIANCE RATINGS SHALL BE PROVIDED BY THE INSTALLING CONTRACTOR IN

ACCORDANCE WITH THE APPLICABLE CODES, STANDARDS, AND CONTRACT DOCUMENTS.

6. INSTALLING CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, AND OTHER TRADES TO FACILITATE INSTALLATION THAT IS COORDINATED AND CONSISTENT WITH BUILDING DESIGN, USE, AND INTENT.

ABBREVIATIONS:

AFF

AHJ

AIM

AOM

ASCE

ASTM

BPS

CD

EL

FACP

FDC

FF

FNPT

FM

FT

G.I.

GPM

HVAC

IN

ISO

NAC

NC

NFPA

NIC

NO

OS&Y

PSI

SLC

SQFT

TS

UL

WF

WP

ABOVE FINISHED FLOOR

AUTHORITY HAVING JURISDICTION

ADDRESSABLE INPUT MODULE

ADDRESSABLE OUTPUT MODULE

AMERICAN SOCIETY OF CIVIL ENGINEERS

AMERICAN SOCIETY FOR TESTING AND MATERIALS

BOOSTER POWER SUPPLY

CANDELA RATING

ELEVATION

FIRE ALARM CONTROL PANEL

FIRE DEPARTMENT CONNECTION

FINISHED FLOOR

FEMALE NATIONAL PIPE THREAD

FACTORY MUTUAL

FEET

GALVANIZED IRON

GALLONS PER MINUTE

HEATING, VENTILATION, AND AIR CONDITIONING

INCH

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION

NOTIFICATION APPLIANCE CIRCUIT

NORMALLY CLOSED

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NORMALLY OPEN

OUTSIDE SCREW & YOKE

POUNDS PER SQUARE INCH

SIGNALING LINE CIRCUIT

SQUARE FEET

TAMPER SWITCH

UNDERWRITERS LABORATORIES

WATER FLOW SWITCH

WEATHERPROOF

NEW FIRE ALARM SYSTEM:

NFPA 72, 2019 EDITION

ADDRESSABLE

LOCATION NEAR FIRE RISERS

WATERFLOW AND PULL STATIONS WITH

SMOKE DETECTOR FOR PANEL

A-V APPLIANCES

DESCRIPTION

FIRE SUPPRESSION GENERAL NOTES: APPLICABLE CODES:

1. CONTRACTOR SHALL PROVIDE THE DESIGN AND INSTALLATION OF AN AUTOMATIC, SUPERVISED FIRE SPRINKLER

SYSTEM THROUGHOUT THE BUILDING AS SHOWN.

2. THE FIRE PROTECTION SYSTEM SHALL COMPLY WITH ALL LOCAL CODES AND THESE CONTRACT DRAWINGS.

3. ALL FIRE PROTECTION MATERIALS SHALL BE UL-LISTED AND/OR FM-APPROVED.

4. INSTALLING CONTRACTOR SHALL OBTAIN APPROVAL AS REQUIRED BY ALL AHJs.

5. IT IS THE INTENT OF THESE DOCUMENTS THAT THE CONTRACTOR PROVIDES DESIGN, MATERIALS, AND EQUIPMENT FOR A TOTALLY FUNCTIONING AND OPERATING FIRE PROTECTION SYSTEM, INCLUDING THE PROPER INTERFACING AND

COORDINATING WITH ALL OTHER BUILDING SYSTEMS.

6. THE GENERAL CHARACTER AND SCOPE OF THE WORK IS ILLUSTRATED IN THE SPECIFICATIONS AND DRAWINGS. THE SPECIFICATIONS AND DRAWINGS ARE DIVIDED INTO SEVERAL SECTIONS FOR CONVENIENCE ONLY AND ALL OF THE CONTRACT DOCUMENTS SHALL BE CONSIDERED AS A WHOLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND VENDORS ENGAGED IN THIS WORK.

7. THE SPRINKLER SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL CONFLICTS BETWEEN FIRE PROTECTION SYSTEMS AND LIGHTING FIXTURES, DIFFUSERS, GRILLES, DUCTS, EQUIPMENT FIXTURES, STRUCTURAL MEMBERS, PIPES, CONDUITS, AND OTHER OBSTRUCTIONS ENCOUNTERED. SPRINKLERS SHALL BE INSTALLED IN

OBSTRUCTED AREAS IN ACCORDANCE WITH NFPA 13.

8. PIPING LAYOUTS, WHERE SHOWN, ARE DIAGRAMMATIC AND SHOW SYSTEM INTENT. PIPING MAY REQUIRE ADDITIONAL OFFSETS, DROPS, AND RISERS. SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL PIPING LAYOUT AND

HYDRAULIC CALCULATIONS.

9. ALL SPRINKLER PIPING SHALL BE INSTALLED SO THAT ALL PORTIONS OF THE SYSTEM CAN BE DRAINED BACK THROUGH THE MAIN DRAIN VALVES. WHERE TRAPPED SECTIONS OF PIPING CANNOT BE AVOIDED, AUXILIARY DRAINS SHALL BE

PROVIDED IN ACCORDANCE WITH NFPA 13.

10. LOCATE CONTROL VALVES, TEST VALVES, AND LOW POINT DRAIN VALVES IN READILY ACCESSIBLE AREAS WITHIN 7'-0" ABOVE THE FINISHED FLOOR. WHEN VALVES ARE LOCATED IN FINISHED AREAS, LOCATE ABOVE FALSE CEILING AND PROVIDE ACCESS POINT. TEST VALVES AND EXTERIOR DRAINS SHALL DISCHARGE TO THE OUTSIDE OF THE BUILDING

ONTO A PAVED SURFACE OR CONTRACTOR-PROVIDED SPLASHBLOCK.

11. ALL NEW SPRINKLER CONTROL VALVES SHALL BE ELECTRICALLY SUPERVISED BY THE BUILDING FIRE ALARM SYSTEM

UNLESS OTHERWISE NOTED.

12. MARKING AND IDENTIFICATION OF CONTROL VALVES, DRAINS, TEST CONNECTIONS, AND OTHER EQUIPMENT SHALL BE

PROVIDED IN ACCORDANCE WITH NFPA 13.

13. PROVIDE A MINIMUM CLEARANCE OF 3'-0" IN FRONT OF AND 1'-0" BEHIND ALL FIRE SUPPRESSION VALVES AND

ASSOCIATED EQUIPMENT.

SYSTEM TYPE: DRY

HAZARD CLASSIFICATION: ORDINARY HAZARD GROUP 2

SPRINKLER DENSITY: 0.20 GPM/SQFT

DESIGN AREA: 1950 SQFT

MAXIMUM SPRINKLER COVERAGE AREA: 130 SQFT

HOSE STREAM ALLOWANCE: 250 GPM

HAZARD CLASSIFICATION: EXTRA HAZARD GROUP 1

SPRINKLER DENSITY 0.30 GPM/SQFT

DESIGN AREA: AS SHOWN ON DRAWINGS PLUS 15 FT PERIMETER PER NFPA 13

MAXIMUM SPRINKLER COVERAGE AREA 100 SQFT

HAZARD CLASSIFICATION : EXTRA HAZARD GROUP 2

SPRINKLER DENSITY 0.40 GPM/SQFT

DESIGN AREA AS SHOWN ON DRAWINGS PLUS 15 FT PERIMETER PER NFPA 13

MAXIMUM SPRINKLER COVERAGE AREA 100 SQFT

AUTHORITY HAVING JURISDICTION: WISCONSIN STATE FIRE MARSHAL AND

CITY OF OSHKOSH, WISCONSIN

INTERNATIONAL BUILDING CODE, 2015 EDITION, WITH LOCAL AMENDMENTS

INTERNATIONAL FIRE CODE, 2015 EDITION, WITH LOCAL AMENDMENTS

NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND

THEIR APPURTENANCES, 2019 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019 EDITION

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2019 EDITION

WATER SUPPLY:

1. CONTRACTOR SHALL OBTAIN RECENT FIRE HYDRANT FLOW TEST DATA FOR USE IN HYDRAULIC

CALCULATIONS. FLOW TEST DATA UTILIZED IN CALCULATIONS SHALL BE NO MORE THAN 12 MONTHS

OLD AT THE TIME OF CALCULATION SUBMISSION IN ACCORDANCE WITH NFPA 13.

FIRE SUPPRESSION

HAZARD CLASSIFICATION:

WISCONSIN STATE FIRE CODE

14. UNDERGROUND PIPING TO BE BURIED A MINIMUM OF 6.5' BELOW GRADE

F MANUAL PULL STATION

KEY PLAN

REGISTRATION

PROJECT NUMBER

60716955

AR

C

H D

4" x

6"

SHEET TITLE

NOTES

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SHEET NUMBER

G-101

THIS DRAWING HAS BEEN PREPARED FOR THE USE OF AECOM'S CLIENT AND

MAY NOT BE USED, REPRODUCED OR RELIED UPON BY THIRD PARTIES,

EXCEPT AS AGREED BY AECOM AND ITS CLIENT, AS REQUIRED BY LAW OR

FOR USE BY GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO

RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY

THAT MODIFIES THIS DRAWING WITHOUT AECOM'S EXPRESS WRITTEN

CONSENT.

DO NOT SCALE THIS DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED

FROM STATED DIMENSIONS.

NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO INFORM THEMSELVES

OF THE EXACT LOCATION OF, AND ASSUME ALL LIABILITY FOR DAMAGE TO

ALL UTILITIES, SERVICES AND STRUCTURES, WHETHER ABOVE GROUND OR

BELOW GRADE, BEFORE COMMENCING THE WORK. SUCH INFORMATION IS

NOT NECESSARILY SHOWN ON THE DRAWING, AND WHERE SHOWN, THE

ACCURACY CANNOT BE GUARANTEED.

WITH THE SOLE EXCEPTION OF THE BENCHMARK(S) SPECIFICALLY

DESCRIBED FOR THIS PROJECT, NO ELEVATION INDICATED OR ASSUMED

HEREON IS TO BE USED AS A REFERENCE ELEVATION FOR ANY PURPOSE.

AECOM Technical Services, Inc.

444 Reid Street, Suite 300 De Pere, WI 54115 www.aecom.com

CLIENT

CITY OF OSHKOSH,

WISCONSIN

PROJECT

FIRE PROTECTION

UPGRADES -

TRANSIT

ADMINISTRATION

AND GARAGE

FACILITY

CONSULTANT

I/R DATE DESCRIPTION

ISSUE/REVISION

0 2024.06.14 ISSUED FOR BID

C D EA H K L

MEZZANINE ABOVE

MEZZANINE ABOVE

WASTE OIL STORAGE

'-0

58'-0"

'-0

'-0

309'-3 3/4"

3' -8

251'-3 3/4"

3'-10"

10'x20'

OFFICE

OPEN

ABOVE

STORAGE

1'-0"58'-0"

4' -0

'-0

6' -4

'-0

'-0

2' -2

3'

-7

3' -4

MEZZANINE

ABOVE

OFFICES

OFFICE SPACE NOT

WITHIN SCOPE

EXCEPT FOR PULL

STATION

DOOR TO BE REPLACED WITH 2-

HOUR RATED DOOR AND HARDWARE

DOOR TO BE REPLACED

WITH 2-HOUR RATED

DOOR AND HARDWARE

'-0

B F G J

2A

4A

87'-0"

'-0

'-0

130'-0"

'-0

'-0

57'-0"

'-1

'-0

80'-0"

55'-0"

'-0

'-0

FIRE RATED

STAIRWELL

8' -0

10'-0"

36'-0 19/32"

36'-0"

'-0

75'-0"

105'-0"

MOVEABLE TIRE RACKS

AREA CHANGES

'-0

'-0

/4

'-0

'-0

/4

STAIRS UP

20'-0"

10'x60' OFFICE WITH MEZZANINE ABOVE

STAIRS UP

STAIRS UP

2 HOUR FIRE RATED WALLS

NOTE:

DIMENSIONS ARE NOT EXACT; CONTRACTOR RESPONSIBLE FOR

VERIFYING ALL DIMENSIONS PRIOR TO BIDDING.

NEW RISER LOCATIONS (2) ADJUSTABLE TO

CLEAR INTERFERENCES IN FOUNDATION

AND INTERIOR. INCLUDES BACKFLOW

PREVENTER

2 HOUR FIRE RATED WALL ABOVE MEZZANINE

F

F FACP

S P

AIM AIM AIM

VS WF PS

TYP. EACH RISER

N

75 CD

75 CD WP

75 CD

75 CD

75 CD WP

75 CD

75 CD

75 C D

W P

75 C D

W P

C

D

C

D

C

D

P

75 CD

75 CD

75 CD

75 CD WP

75 CD

75 CD

75 CD

75 CD

75 CD

F

F

F

F

F

F

75 CD

75 CD

75 CD

F

BELOW MEZZANINE

ABOVE MEZZANINE

RATED FLOOR

KEY PLAN

REGISTRATION

PROJECT NUMBER

60716955

AR

C

H D

4" x

6"

SHEET TITLE

FIRE ALARM LAYOUT

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SHEET NUMBER

FA-101

THIS DRAWING HAS BEEN PREPARED FOR THE USE OF AECOM'S CLIENT AND

MAY NOT BE USED, REPRODUCED OR RELIED UPON BY THIRD PARTIES,

EXCEPT AS AGREED BY AECOM AND ITS CLIENT, AS REQUIRED BY LAW OR

FOR USE BY GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO

RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY

THAT MODIFIES THIS DRAWING WITHOUT AECOM'S EXPRESS WRITTEN

CONSENT.

DO NOT SCALE THIS DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED

FROM STATED DIMENSIONS.

NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO INFORM THEMSELVES

OF THE EXACT LOCATION OF, AND ASSUME ALL LIABILITY FOR DAMAGE TO

ALL UTILITIES, SERVICES AND STRUCTURES, WHETHER ABOVE GROUND OR

BELOW GRADE, BEFORE COMMENCING THE WORK. SUCH INFORMATION IS

NOT NECESSARILY SHOWN ON THE DRAWING, AND WHERE SHOWN, THE

ACCURACY CANNOT BE GUARANTEED.

WITH THE SOLE EXCEPTION OF THE BENCHMARK(S) SPECIFICALLY

DESCRIBED FOR THIS PROJECT, NO ELEVATION INDICATED OR ASSUMED

HEREON IS TO BE USED AS A REFERENCE ELEVATION FOR ANY PURPOSE.

FEET

0 75 150

AECOM Technical Services, Inc.

444 Reid Street, Suite 300 De Pere, WI 54115 www.aecom.com

CLIENT

CITY OF OSHKOSH,

WISCONSIN

PROJECT

FIRE PROTECTION

UPGRADES -

TRANSIT

ADMINISTRATION

AND GARAGE

FACILITY

CONSULTANT

I/R DATE DESCRIPTION

ISSUE/REVISION

0 2024.06.14 ISSUED FOR BID

AutoCAD SHX Text

75 75 75 75 75

WP WP WP WP WP

AIM AIM AIM AIM AIM AIMF

S

F F F

FACP

9 3

TO FACP TO FACP

TYP 5

FIRE ALARM RISER DIAGRAM

SCALE: DIAGRAMATIC

TYP

120VAC POWER

POWER SUPPLY WITH 72

HOUR BACKUP BATTERIES

AND CHARGE CONTROLLER

CLASS 'B' FA NOTIFICATION AND

DETECTION SYSTEM, TYPICAL

GENERAL NOTES:

1. PROVIDE SURGE PROTECTIVE DEVICE ( SPD) ON THE POWER SUPPLY CIRCUITS TO THE FACP.

2. ACTUATION OF ANY PULL STATIONS SHALL IMMEDIATELY CAUSE THE FACP TO ACTIVATE THE

FACILITY FIRE EVACUATION ALARM SIGNAL THROUGHOUT THE FACILITY.

KEYED NOTES:

2 2#12 AWG & 1#12 AWG GND IN 3/4"C FOR 120V POWER.

3 RISER IS DIAGRAMATIC, REFER TO FLOOR PLANS FOR EXACT QUANTITIES OF DEVICES.

4 PROVIDE CONDUIT AND SIGNAL WIRE PER MANUFACTURERS RECOMMENDATIONS, MINIMUM WIRE

SIZE FOR THIS CIRCUIT SHALL BE #14 AND SHALL BE SOLID COOPER WIRE.

5 PROVIDE CIRCUIT PROTECTION FOR ALL FIRE ALARM SYSTEMS AND CIRCUITS.

9 NAC WIRING SHALL NOT BE INSTALLED IN SAME CONDUIT WITH SLC LOOP WIRING TYPICAL.

J

INTERIOR HORN STROBES

EXTERIOR HORN/STROBES

INITIATION DEVICES

KEY PLAN

REGISTRATION

PROJECT NUMBER

60716955

AR

C

H D

4" x

6"

SHEET TITLE

FIRE ALARM RISER DIAGRAM

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:D es ig ne r:

C he ck ed

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SHEET NUMBER

FACP-1

THIS DRAWING HAS BEEN PREPARED FOR THE USE OF AECOM'S CLIENT AND

MAY NOT BE USED, REPRODUCED OR RELIED UPON BY THIRD PARTIES,

EXCEPT AS AGREED BY AECOM AND ITS CLIENT, AS REQUIRED BY LAW OR

FOR USE BY GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO

RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY

THAT MODIFIES THIS DRAWING WITHOUT AECOM'S EXPRESS WRITTEN

CONSENT.

DO NOT SCALE THIS DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED

FROM STATED DIMENSIONS.

NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO INFORM THEMSELVES

OF THE EXACT LOCATION OF, AND ASSUME ALL LIABILITY FOR DAMAGE TO

ALL UTILITIES, SERVICES AND STRUCTURES, WHETHER ABOVE GROUND OR

BELOW GRADE, BEFORE COMMENCING THE WORK. SUCH INFORMATION IS

NOT NECESSARILY SHOWN ON THE DRAWING, AND WHERE SHOWN, THE

ACCURACY CANNOT BE GUARANTEED.

WITH THE SOLE EXCEPTION OF THE BENCHMARK(S) SPECIFICALLY

DESCRIBED FOR THIS PROJECT, NO ELEVATION INDICATED OR ASSUMED

HEREON IS TO BE USED AS A REFERENCE ELEVATION FOR ANY PURPOSE.

AECOM Technical Services, Inc.

444 Reid Street, Suite 300 De Pere, WI 54115 www.aecom.com

CLIENT

CITY OF OSHKOSH,

WISCONSIN

PROJECT

FIRE PROTECTION

UPGRADES -

TRANSIT

ADMINISTRATION

AND GARAGE

FACILITY

CONSULTANT

I/R DATE DESCRIPTION

FIRE SUPPRESSION SPECIFICATIONS:

1. ALL EQUIPMENT, PIPING, HANGERS SUPPORT METHODS, AND SPRINKLER HEADS TO BE INSTALLED IN STRICT

ACCORDANCE WITH ALL APPLICABLE LOCAL CODES.

2. OBTAIN AND AHDERE TO ALL REQUIRED PERMITS, LICENSES, AND GOVERNMENT REQUIREMENTS.

4. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL BE A FULLY QUALIFIED, LICENSED FIRE SUPPRESSION CONTRACTOR, EXPERIENCED IN THE DESIGN AND INSTALLATION OF AUTOMATIC FIRE SUPPRESSION SYSTEMS AND OTHER FIRE PROTECTION EQUIPMENT, AND A REGULAR SUPPLIER OF THE EQUIPMENT FOR WHICH IT IS RESPONSIBLE.

EACH CONTRACTOR SHALL SUBMIT A STATEMENT OF QUALIFICATION TO PERFORM THIS TYPE OF WORK, WHICH CITES AT LEAST TWO (2) INSTALLATIONS OF SIMILAR TYPE PERFORMED WITHIN THE PRECEDING SEVEN (7) YEARS OF THE BID.

5. WARRANT ALL PIPING, DEVICES, CONNECTIONS, HANGERS, AND ITEMS SUPPLIED TO BE FREE FROM DEFECTS AND PERFORM THE SPECIFIED FUNCTIONS WHEN USED FOR THEIR INTENDED PURPOSE. ANY ITEM FOUND TO BE DEFECTIVE WITHIN ONE (1) YEAR FROM FINAL SYSTEM ACCEPTANCE WILL BE REPAIRED, CORRECTED, OR REPLACED (PARTS AND

LABOR), AS APPROPRIATE, AT NO COST TO THE OWNER.

6. SHOP DRAWINGS SHALL COMPLY WITH ALL REQUIREMENTS OF NFPA 13. PROVIDE LAYOUT DRAWINGS, PRODUCT DATA AND HYDRAULIC CALCULATIONS AS ONE COMPLETE SUBMITTAL PACKAGE. FAILURE TO DO SO WILL RESULT IN

SUBMITTAL BEING RETURNED "CORRECT AND RESUBMIT."

7. OBTAIN APPROVAL OF THE SPRINKLER SHOP DRAWINGS FROM THE CLIENT INSURANCE CARRIER, THE FIRE MARSHAL, AND ALL LOCAL AHJs PRIOR TO ANY FABRICATION OR INSTALLATION.

8. PIPE INDICATED IN DESIGN DRAWINGS SHALL BE NEW, DESIGNED FOR A WORKING PRESSURE OF 175 PSI, CONFORM TO ASTM SPECIFICATIONS, AND HAVE THE MANUFACTURER'S NAME OR BRAND ALONG WITH THE APPLICABLE ASTM STANDARD PERMANENTLY MARKED ON EACH LENGTH OF PIPE. THE MINIMUM DIAMETER OF ANY SECTION OF

AUTOMATIC SPRINKLER PIPE SHALL BE 1 INCH EXCEPT AS OTHERWISE NOTED.

9. DRY SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPING WHEN NITROGEN GENERATION SYSTEMS ARE USED AND SCHEDULE 40 GALVANIZED PIPING OTHERWISE, WITH THREADED OR CUT GROOVED ENDS AND FITTINGS. FOR

DRY SPRINKLER PIPING SIZES 2 INCH AND SMALLER THREADED JOINTS SHALL BE USED.

10. WHERE SEISMIC BRACING IS REQUIRED BASED ON A BUILDING'S SEISMIC DESIGN CATEGORY, PIPE HANGERS AND BRACING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13 AND ASCE 7. SHOP DRAWINGS SHALL INCLUDE SEISMIC

LOAD CALCULATIONS AS REQUIRED BY NFPA 13 AND THE AHJ.

11. ALL PIPING SHALL BE SUPPORTED BY MEANS OF FM-APPROVED AND UL-LISTED HANGERS. SPACING AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13. HANGERS SHALL BE WROUGHT IRON ADJUSTABLE SWIVEL LOOP TYPE. FOR HANGER ASSEMBLIES UNDER STEEL MEMBERS USE TOP BEAM CLAMPS, THREADED ROD AND PIPE RING. PROVIDE ADJUSTABLE HANGERS AS REQUIRED FOR PROPER SUPPORT OF ALL PIPELINES. TRAPEZE HANGERS SHALL BE USED

WHERE NECESSARY TO TRANSFER LOADS TO APPROPRIATE STRUCTURAL MEMBERS.

12. NO CUTTING, DRILLING, WELDING, OR BURNING OF ANY STRUCTURAL STEEL MEMBER SHALL BE ALLOWED. POWDER DRIVEN STUDS ARE ALLOWABLE PROVIDED IT CAN BE DEMONSTRATED THAT NO SIGNIFICANT SPALLING WILL OCCUR, AND THAT WITNESSED PULL TESTS CERTIFY LOAD CAPACITY. ALL BOLTS AND THREADED RODS SHALL BE USED WITH A DOUBLE NUT AND WASHER, OR A SINGLE NUT, WASHER, AND LOCK WASHER WHEREVER A SINGLE UNSECURED NUT

COULD WORK LOOSE AND ALLOW EITHER THREADED ROD OR SUPPORTED PIPING TO DROP.

13. STARTING LENGTH, END LENGTH, AND ALTERNATE LENGTHS OF MAIN PIPING WITH GROOVED JOINT COUPLINGS SHALL BE PROVIDED WITH TWO (2) SUPPORTS. THERE SHALL BE NOT LESS THAN ONE (1) HANGER FOR EACH SECTION OF PIPE.

THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER AND THE LAST HANGER ON THE LINE SHALL NOT BE

GREATER THAN THE FOLLOWING:

NOMINAL PIPE DIAMETER [IN]

1¼

1½ OR LARGER

LENGTH [IN]

14. HANGER SPACING SHALL COMPLY WITH FITTING MANUFACTURER'S RECOMMENDATIONS WHERE APPLICABLE. MAXIMUM

HANGER SPACING SHALL BE AS FOLLOWS:

NOMINAL PIPE DIAMETER [IN]

1- 1¼ 1½ -8

LENGTH [FT]

15. ADDITIONAL SPRINKLERS AND SPRINKLER WRENCHES SHALL BE PROVIDED IN A CABINET INSTALLED WITHIN BUILDING PREMISES AT A LOCATION VERIFIED BY THE CLIENT AND PROPERTY MANAGER. THE ADDITIONAL HEADS SHALL CONSIST OF A MINIMUM OF SIX (6) HEADS WITH THE NUMBER OF EACH TYPE PROPORTIONAL TO THE NUMBER OF EACH TYPE

FURNISHED.

16. PIPE SHALL BE REAMED AND CLEANED BEFORE ASSEMBLY.

17. PROTECT AND SEAL ALL OPENINGS AND PIPE PENETRATIONS THROUGH FIRE-RATED WALLS AND CEILINGS WITH ADEQUATE FIRESTOPPING MATERIALS TO MAINTAIN THE FIRE RATINGS OF THE ASSEMBLIES BEING PENETRATED.

18. PROVIDE CEILING/WALL ACCESS PANELS WHERE REQUIRED TO ACCESS EQUIPMENT. PANELS SHALL BE RECESSED TYPE, FIRE-RATED IF IN FIRE-RATED WALLS OR CEILINGS. LOCATIONS OF PANELS SHALL BE COORDINATED WITH ALL OTHER

TRADES.

19. KEEP PIPE END OPENINGS CLOSED BY CAPS AND PLUGS DURING CONSTRUCTION.

20. OFFSET PIPING AS NECESSARY TO AVOID INTERFERENCE WITH OTHER WORK AND TO MAINTAIN A MINIMUM HEADROOM

OF 7'-0" IN OPEN CEILING AREAS. PROVIDE PROPER DRAIN WHERE NECESSARY.

21. THE SPRINKLER SYSTEM SHALL BE INSTALLED SO THAT NO PART WILL INTERFERE WITH DOORS, WINDOWS, HEATING, AIR CONDITIONING, PLUMBING, OR ELECTRICAL EQUIPMENT.

22. PIPING SHALL BE INSTALLED, WHETHER INDICATED OR NOT, SO AS TO RISE AND/OR DROP IN ORDER TO MAINTAIN THE DESIRED CLEAR HEIGHTS BY CLEARING CONDUITS, LIGHT FIXTURES, PIPES, DUCTWORK, STRUCTURAL MEMBERS, ETC.

23. SPRINKLER PIPING SHALL BE INSTALLED SO THAT THE SYSTEM MAY BE DRAINED. TRAPPED PIPING SHOULD BE DRAINED BY AUXILIARY DRAINS. A DRAIN CONNECTION WITH CONTROL VALVE SHALL BE PROVIDED AT THE BASE OF EACH RISER.

24. ALL PIPING AND FIRE SPRINKLER SYSTEM COMPONENTS SHALL BE TESTED ACCORDING TO THE SYSTEMS ACCEPTANCE

CRITERIA REQUIRED BY NFPA 13.

25. DRY PIPE SPRINKLER SYSTEMS SHALL BE PRESSURIZED WITH NITROGEN. THE NITROGEN GENERATOR AND ALL HYDRAULIC, PNEUMATIC AND ELECTRICAL COMPONENTS REQUIRED FOR THE CONTROL OF THE DRY PIPE SPRINKLER SYSTEM SHALL BE FACTORY-ASSEMBLED IN A SINGLE CABINET. THE CABINET SHALL BE PRE-ASSEMBLED, PRE-WIRED

AND FACTORY-TESTED UNDER ISO-9001 MANUFACTURING AND QUALITY CONTROL PROCEDURES.

2. ACCEPTANCE: REPRESENTATIVES OF THE AHJs AND THE OWNER'S REPRESENTATIVE SHALL BASE ACCEPTANCE OF THE AUTOMATIC SPRINKLER WORK UPON THE INSPECTION AND TESTS OF THE COMPLETED INSTALLATION.

3. THE INSTALLING COMPANY SHALL FURNISH A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE COUNTERSIGNED BY THE PROPERTY OWNER OR REPRESENTATIVE PRIOR TO REQUESTING FINAL APPROVAL FROM THE AHJ.

4. TESTS SHALL BE MADE BY THE CONTRACTOR IN THE PRESENCE OF THE AHJ OR THE OWNER'S REPRESENTATIVE.

5. ADDITIVES, CORROSIVE CHEMICALS SUCH AS SODIUM SILICATE, BRINE, OR OTHER CHEMICALS SHALL NOT BE USED

WHILE HYDROSTATICALLY TESTING SYSTEMS OR FOR STOPPING LEAKS.

6. ALL NEW CONTROL VALVES SHALL BE FULLY CLOSED AND OPENED UNDER SYSTEM WATER PRESSURE TO ENSURE

PROPER OPERATION.

7. PRELIMINARY TESTS: EACH SYSTEM SHALL BE HYDROSTATICALLY TESTED BY THE CONTRACTOR AT A MINIMUM OF 200 PSI FOR A PERIOD OF TWO (2) HOURS. PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 13. PORTIONS OF SYSTEMS NORMALLY SUBJECTED TO WORKING PRESSURE IN EXCESS OF 150 PSI SHALL BE TESTED AT A PRESSURE OF 50 PSI IN EXCESS OF THE NORMAL WORKING PRESSURE. PIPING ABOVE SUSPENDED CEILINGS SHALL BE INSPECTED BEFORE TESTING. THE ALARMS AND OTHER DEVICES SHALL BE TESTED BY THE CONTRACTOR. THE WATER FLOW ALARMS SHALL BE TESTED BY FLOWING WATER THROUGH THE TEST AND DRAIN ASSEMBLY. THE CONTRACTOR SHALL SUBMIT A SIGNED AND DATED CERTIFICATE WITH REQUEST FOR A FORMAL INSPECTION AND TESTS SIMILAR TO THAT SPECIFIED IN NFPA 13 WHEN ALL CONNECTIONS HAVE BEEN MADE AND TESTS HAVE BEEN COMPLETED.

8. FORMAL INSPECTION AND TESTS: TESTS SHALL BE PERFORMED ON THE AUTOMATIC SPRINKLER SYSTEM AS REQUIRED BY THE LOCAL FIRE DEPARTMENT. THE OWNER, OWNER'S REPRESENTATIVE, INSURANCE COMPANY REPRESENTATIVES AND THE LOCAL FIRE DEPARTMENT WILL WITNESS FORMAL TESTS AND APPROVE ALL SYSTEMS BEFORE THEY ARE ACCEPTED. THE REQUEST FOR FORMAL INSPECTION SHALL BE SUBMITTED AT LEAST FIFTEEN (15) DAYS PRIOR TO THE DATE THE INSPECTION IS TO TAKE PLACE. AN EXPERIENCED TECHNICIAN REGULARLY EMPLOYED BY THE SPRINKLER INSTALLER SHALL BE PRESENT DURING THE INSPECTION. AT THE INSPECTION, ANY OR ALL OF THE REQUIRED TESTS SHALL BE REPEATED AS DIRECTED. DEFECTS IN THE WORK PROVIDED BY THE CONTRACTOR SHALL BE CORRECTED AND ADDITIONAL TESTS PERFORMED UNTIL IT HAS BEEN DEMONSTRATED THAT THE SYSTEMS COMPLY WITH ALL CONTRACT REQUIREMENTS. THE CONTRACTOR SHALL FURNISH ALL APPLIANCES, EQUIPMENT, ELECTRICITY, INSTRUMENTS, CONNECTING DEVICES, AND PERSONNEL FOR THE TESTS. THE OWNER WILL FURNISH WATER FOR THE TESTS.

FIRE SUPPRESSION TESTING

AND ACCEPTANCE:

1. REPORTS OF ANY TESTING DURING INSTALLATION SHALL BE FORWARDED TO THE OWNER'S REPRESENTATIVE.

2. OBTAIN AND ADHERE TO ALL REQUIRED PERMITS, LICENSES AND GOVERNMENT REQUIREMENTS.

3. REFER TO ALL CONSTRUCTION DOCUMENTS FOR COORDINATION OF THE FIRE ALARM TRADE WITH OTHER DISCIPLINES, AND TO DETERMINE SCOPE OF WORK.

4. COORDINATE ALL FIRE ALARM WORK WITH OTHER TRADES SUCH AS ELECTRICAL, STRUCTURAL, HVAC, PLUMBING, LIGHTING, CEILING CONSTRUCTION, AND SUPPORTS. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE

OWNER PRIOR TO BEGINNING OF CONSTRUCTION.

5. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL BE A FULLY QUALIFIED, LICENSED FIRE ALARM CONTRACTOR, EXPERIENCED IN THE DESIGN AND INSTALLATION OF FIRE ALARM SYSTEMS AND OTHER FIRE PROTECTION EQUIPMENT, AND A REGULAR SUPPLIER OF THE EQUIPMENT FOR WHICH IT IS RESPONSIBLE. EACH CONTRACTOR SHALL SUBMIT A STATEMENT OF QUALIFICATION TO PERFORM THIS TYPE OF WORK, WHICH CITES AT LEAST TWO (2) INSTALLATIONS OF

SIMILAR TYPE PERFORMED WITHIN THE PRECEDING SEVEN (7) YEARS OF THE BID.

6. WARRANT ALL FIRE ALARM EQUIPMENT, WIRING, AND COMPONENTS ITEMS SUPPLIED TO BE FREE FROM DEFECTS AND PERFORM THE SPECIFIED FUNCTIONS WHEN USED FOR THEIR INTENDED PURPOSE. ANY ITEM FOUND TO BE DEFECTIVE WITHIN ONE (1) YEAR FROM FINAL SYSTEM ACCEPTANCE WILL BE REPAIRED, CORRECTED, OR REPLACED (PARTS AND

LABOR), AS APPROPRIATE, AT NO COST TO THE OWNER.

7. SHOP DRAWINGS SHALL COMPLY WITH ALL REQUIREMENTS OF NFPA 72. PROVIDE LAYOUT DRAWINGS, PRODUCT DATA AND CALCULATIONS AS ONE COMPLETE SUBMITTAL PACKAGE. FAILURE TO DO SO WILL RESULT IN SUBMITTAL BEING

RETURNED "CORRECT AND RESUBMIT."

8. OBTAIN APPROVAL OF THE FIRE ALARM SHOP DRAWINGS FROM THE CLIENT, INSURANCE CARRIER, THE FIRE MARSHAL, AND ALL LOCAL AHJs PRIOR TO ANY FABRICATION OR INSTALLATION.

9. NEW FIRE ALARM EQUIPMENT SHALL BE UL-LISTED OR FM-APPROVED.

10. FIRE ALARM LAYOUT IN CONTRACT DOCUMENTS IS BASED ON AVAILABLE INFORMATION. SUCH LAYOUT DOES NOT RELIEVE THE CONTRACTOR FROM PROVIDING AND INSTALLING THE PROPER EQUIPMENT IN THE PROPER LOCATIONS TO

CONFORM TO THE INTENT OF THESE SPECIFICATIONS.

11. PROTECT AND SEAL ALL OPENINGS AND CONDUIT PENETRATIONS THROUGH FIRE-RATED WALLS AND CEILINGS WITH ADEQUATE FIRESTOPPING MATERIALS TO MAINTAIN THE FIRE RATINGS OF THE ASSEMBLIES BEING PENETRATED.

12. OFFSET CONDUIT AS NECESSARY TO AVOID INTERFERENCE WITH OTHER WORK AND TO MAINTAIN A MINIMUM

HEADROOM OF 7'-0" IN OPEN CEILING AREAS.

13. ALL NEW FIRE ALARM COMPONENTS SHALL BE TESTED ACCORDING TO THE SYSTEMS ACCEPTANCE CRITERIA REQUIRED

BY NFPA 72.

14. CONTRACTOR SHALL PROVIDE NEW BATTERIES AS NECESSARY TO POWER ALL NEW FIRE ALARM EQUIPMENT.

15. PROVIDE FACP PROGRAMMING AS NECESSARY TO INCORPORATE NEW NOTIFICATION APPLIANCE BOOSTER POWER SUPPLY AND NOTIFICATION APPLIANCES. NOTIFICATION APPLIANCES SHALL BE CONFIGURED TO ACTIVATE UPON ANY FIRE ALARM

CONDITION WITHIN THE BUILDING.

NOTIFICATION APPLIANCE BOOSTER POWER SUPPLY PANEL TROUBLE SHALL REGISTER AS A TROUBLE SIGNAL ON THE

FACP.

FIRE ALARM SPECIFICATIONS:

1. ALL FIRE ALARM EQUIPMENT, CONDUIT, WIRING, AND SUPPORT METHODS TO BE INSTALLED IN STRICT ACCORDANCE

WITH ALL APPLICABLE LOCAL CODES.

FIRE ALARM TESTING AND

ACCEPTANCE:

1. REPORTS OF ANY TESTING DURING INSTALLATION SHALL BE FORWARDED TO THE OWNER'S REPRESENTATIVE.

2. ACCEPTANCE: REPRESENTATIVES OF THE AHJs AND THE OWNER'S REPRESENTATIVE SHALL BASE ACCEPTANCE OF THE

FIRE ALARM WORK UPON THE INSPECTION AND TESTS OF THE COMPLETED INSTALLATION.

3. THE INSTALLING COMPANY SHALL FURNISH A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE COUNTERSIGNED BY THE PROPERTY OWNER OR REPRESENTATIVE PRIOR TO REQUESTING FINAL APPROVAL FROM THE AHJ.

4. TESTS SHALL BE MADE BY THE CONTRACTOR IN THE PRESENCE OF THE AHJ OR THE REPRESENTATIVE OF THE OWNER.

5. ALL NEW FIRE ALARM EQUIPMENT SHALL BE TESTED TO ENSURE PROPER OPERATION AT THE FIRE ALARM PANEL AND

THAT THE APPROPRIATE SIGNAL IS TRANSMITTED TO THE FIRE ALARM MONITORING STATION.

6. PRELIMINARY TESTS: COMPLY WITH THE "TEST METHODS" TABLE IN "TESTING" SECTION OF "INSPECTION, TESTING AND MAINTENANCE" CHAPTER IN NFPA 72. THE CONTRACTOR SHALL SUBMIT A SIGNED AND DATED CERTIFICATE WITH REQUEST FOR A FORMAL INSPECTION AND TESTS SIMILAR TO THAT SPECIFIED IN NFPA 72 WHEN ALL CONNECTIONS

HAVE BEEN MADE AND TESTS HAVE BEEN COMPLETED.

7. FORMAL INSPECTION AND TESTS: TESTS SHALL BE PERFORMED ON THE FIRE ALARM SYSTEM AS REQUIRED BY THE LOCAL FIRE DEPARTMENT. THE OWNER, OWNER'S REPRESENTATIVE, INSURANCE COMPANY REPRESENTATIVES AND THE LOCAL FIRE DEPARTMENT WILL WITNESS FORMAL TESTS AND APPROVE ALL SYSTEMS BEFORE THEY ARE ACCEPTED.

THE REQUEST FOR FORMAL INSPECTION SHALL BE SUBMITTED AT LEAST FIFTEEN (15) DAYS PRIOR TO THE DATE THE INSPECTION IS TO TAKE PLACE. AN EXPERIENCED TECHNICIAN REGULARLY EMPLOYED BY THE FIRE ALARM INSTALLER SHALL BE PRESENT DURING THE INSPECTION. AT THE INSPECTION, ANY OR ALL OF THE REQUIRED TESTS SHALL BE REPEATED AS DIRECTED. DEFECTS IN THE WORK PROVIDED BY THE CONTRACTOR SHALL BE CORRECTED AND ADDITIONAL TESTS PERFORMED UNTIL IT HAS BEEN DEMONSTRATED THAT THE SYSTEMS COMPLY WITH ALL CONTRACT REQUIREMENTS. THE CONTRACTOR SHALL FURNISH ALL APPLIANCES, EQUIPMENT, ELECTRICITY, INSTRUMENTS, CONNECTING DEVICES, AND PERSONNEL FOR THE TESTS.

26. DRY PIPE RISER AND PIPING SHALL BE LIMITED TO A MAXIMUM 750 GALLON CAPACITY PER RISER/DRY PIPE VALVE SYSTEM, MULTIPLE RISERS WILL BE REQUIRED.

27. UL LISTED OR FM APPROVED PIPE JOINT RESTRAINTS MAY BE USED IN LIEU OF THRUST BLOCKS FOR PIPING DIRECTION

CHANGES AND TRANSITIONS.

3. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE OWNER PRIOR TO BEGINNING OF CONSTRUCTION.

KEY PLAN

REGISTRATION

PROJECT NUMBER

60716955

AR

C

H D

4" x

6"

SHEET TITLE

NOTES

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-0

Pr oj ec t M an ag em en t I ni tia ls

:D es ig ne r:

C he ck ed

Ap pr ov ed

A

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D

SHEET NUMBER

FP-100

THIS DRAWING HAS BEEN PREPARED FOR THE USE OF AECOM'S CLIENT AND

MAY NOT BE USED, REPRODUCED OR RELIED UPON BY THIRD PARTIES,

EXCEPT AS AGREED BY AECOM AND ITS CLIENT, AS REQUIRED BY LAW OR

FOR USE BY GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO

RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY

THAT MODIFIES THIS DRAWING WITHOUT AECOM'S EXPRESS WRITTEN

CONSENT.

DO NOT SCALE THIS DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED

FROM STATED DIMENSIONS.

NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO INFORM THEMSELVES

OF THE EXACT LOCATION OF, AND ASSUME ALL LIABILITY FOR DAMAGE TO

ALL UTILITIES, SERVICES AND STRUCTURES, WHETHER ABOVE GROUND OR

BELOW GRADE, BEFORE COMMENCING THE WORK. SUCH INFORMATION IS

NOT NECESSARILY SHOWN ON THE DRAWING, AND WHERE SHOWN, THE

ACCURACY CANNOT BE GUARANTEED.

WITH THE SOLE EXCEPTION OF THE BENCHMARK(S) SPECIFICALLY

DESCRIBED FOR THIS PROJECT, NO ELEVATION INDICATED OR ASSUMED

HEREON IS TO BE USED AS A REFERENCE ELEVATION FOR ANY PURPOSE.

AECOM Technical Services, Inc.

444 Reid Street, Suite 300 De Pere, WI 54115 www.aecom.com

CLIENT

CITY OF OSHKOSH,

WISCONSIN

PROJECT

FIRE PROTECTION

UPGRADES -

TRANSIT

ADMINISTRATION

AND GARAGE

FACILITY

CONSULTANT

I/R DATE DESCRIPTION

NITROGEN GENERATOR AIR

PRESSURE MAINTENANCE

DEVICE CONTROL VALVE

JUNCTION

BOX

AIR

COMPRESSOR

ISOLATION

SWITCH

NITROGEN

GENERATOR

AIR

COMPRESSOR

NITROGEN GENERATOR AIR

PRESSURE MAINTENANCE

DEVICE

HOUR METER

FIRE STOP SEALANT G.I. SLEEVE

FIRE-RATED

FLOOR

DRY PIPE

ASSEMBLY

NITROGEN GENERATOR

STORAGE CYLINDER

DRAIN

OUTLET,

DISCHARGE

TO EXTERIOR

FIRE FIGHTING

PIPE

NITROGEN GENERATOR

COMPRESSOR

10 PIPE PENETRATION - RATED FLOOR/CEILING

Scale: NTS

APPROVED SEALANT G.I. SLEEVE

FLOOR

6 DRY VALVE CABINET DETAIL

Scale: NTS

BOTTOM OF CANOPY

STRUCTURAL

BEAM

FIRE STOP SEALANT PIPE SLEEVE

UPRIGHT SPRINKLER HEAD

WITH DEFLECTOR AT OR

ABOVE BOTTOM OF BEAM 1" NIPPLE 11

BRANCH LINE

FIRE SUPPRESSION

PIPING

FIRE-RATED

WALL

NOTE: SPRINKLER INSTALLATION SHALL COMPLY WITH THE OBSTRUCTION

REQUIREMENTS OF NFPA 13.

CEILING

4 PIPE PENETRATION - RATED WALL

Scale: NTS

7 SPRINKLER INSTALLATION DETAIL

Scale: NTS

STROBE ONLY

DEVICES

CEILING

NOTE:

COORDINATE LOCATION OF DEVICES/APPLIANCES WITH

OTHER TRADES TO ALIGN VERTICALLY WHERE FEASIBLE

SYNCHRONIZE MORE THAN

TWO APPLIANCES IN ANY FIELD OF VIEW

MOUNT SMOKE DETECTOR ON

WALL APPROXIMATELY 5'-0"

ABOVE TOP OF BPS CABINET

FIRE FIRE FIRE

AUDIO/VISUAL

DEVICE

AUDIO ONLY

DEVICE

PIPE PENETRATION - NONRATED FLOOR/CEILING

Scale: NTS

FIRE FIGHTING

PIPE

PIPE SLEEVE BPS PANEL

APPROVED SEALANT NOTE:

COORDINATE LOCATION OF

DEVICES/APPLIANCES WITH

OTHER TRADES TO ALIGN

VERTICALLY WHERE FEASIBLE

REFER TO THE PROPER DEVICE

INSTALLATION INSTRUCTIONS

FOR BACKBOX MOUNTING

HEIGHT

FIRE SUPPRESSION

PIPING

INTERIOR/EXTERIOR

WALL

NO HIGHER THAN 5'-0" TO

CENTER OF NAC CABINET

OR FACP DISPLAY

FINISHED FLOOR

FINISHED FLOOR

5 PIPE PENETRATION - NONRATED WALL

Scale: NTS

8 BOOSTER POWER SUPPLY MOUNTING HEIGHT

Scale: NTS

12 AUDIO/VISUAL DEVICE INSTALLATION HEIGHT

Scale: NTS

" M

AX

M

AX

IM

U

M O

F 8'

-0

TO

T

O P

O F

LE

N

S

M

IN

IM

U

M O

F 6'

-8

TO

B

O

TT

O M

O F

LE

N

S

0' -6

" M

IN

IM

U

M

7' -6

" M

IN

IM

U

M

1 STUB UP DETAIL

Scale: NTS

2 THRUST BLOCK FOR BENDS AND TEES - ELEVATION

Scale: NTS

3 TYPICAL THRUST BLOCK FOR TEES - PLAN

Scale: NTS

FACP

OR FACP

NO HIGHER

THAN 6'-0'' TO

TOP OF PANEL

TYPICAL DRY PIPE

OUTLET LOCATION,

FIELD CONDITIONS

MAY VARY

TYPICAL WATER

INLET LOCATION,

FIELD CONDITIONS

MAY VARY

KEY PLAN

REGISTRATION

PROJECT NUMBER

60716955

AR

C

H D

4" x

6"

SHEET TITLE

FIRE PROTECTION DETAILS

Fi le na m e:

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.D t s av ed b y:

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t P lo tte d:

4-

-0

Pr oj ec t M an ag em en t I ni tia ls

:D es ig ne r:

C he ck ed

Ap pr ov ed

A

B

C

D

SHEET NUMBER

FP-101

THIS DRAWING HAS BEEN PREPARED FOR THE USE OF AECOM'S CLIENT AND

MAY NOT BE USED, REPRODUCED OR RELIED UPON BY THIRD PARTIES,

EXCEPT AS AGREED BY AECOM AND ITS CLIENT, AS REQUIRED BY LAW OR

FOR USE BY GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO

RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY

THAT MODIFIES THIS DRAWING WITHOUT AECOM'S EXPRESS WRITTEN

CONSENT.

DO NOT SCALE THIS DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED

FROM STATED DIMENSIONS.

NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO INFORM THEMSELVES

OF THE EXACT LOCATION OF, AND ASSUME ALL LIABILITY FOR DAMAGE TO

ALL UTILITIES, SERVICES AND STRUCTURES, WHETHER ABOVE GROUND OR

BELOW GRADE, BEFORE COMMENCING THE WORK. SUCH INFORMATION IS

NOT NECESSARILY SHOWN ON THE DRAWING, AND WHERE SHOWN, THE

ACCURACY CANNOT BE GUARANTEED.

WITH THE SOLE EXCEPTION OF THE BENCHMARK(S) SPECIFICALLY

DESCRIBED FOR THIS PROJECT, NO ELEVATION INDICATED OR ASSUMED

HEREON IS TO BE USED AS A REFERENCE ELEVATION FOR ANY PURPOSE.

AECOM Technical Services, Inc.

444 Reid Street, Suite 300 De Pere, WI 54115 www.aecom.com

CLIENT

CITY OF OSHKOSH,

WISCONSIN

PROJECT

FIRE PROTECTION

UPGRADES -

TRANSIT

ADMINISTRATION

AND GARAGE

FACILITY

CONSULTANT

I/R DATE DESCRIPTION

ISSUE/REVISION

0 2024.06.14 ISSUED FOR BID

AutoCAD SHX Text

4" MIN.

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

NO FITTINGS

AutoCAD SHX Text

18" MIN.

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 45%%D

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text 9"

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text A

A

C D EA H K L

MEZZANINE ABOVE

MEZZANINE ABOVE

'-0

58'-0"

'-0

'-0

309'-3 3/4"

3' -8

251'-3 3/4"

3'-10"

10'x20'

OFFICE

OPEN

ABOVE

STORAGE

1'-0"58'-0"

4' -0

'-0

6' -4

'-0

'-0

2' -2

3'

-7

3' -4

MEZZANINE

ABOVE

OFFICES

OFFICE SPACE NOT

WITHIN SCOPE

DOOR TO BE REPLACED WITH 2-

HOUR RATED DOOR AND HARDWARE

DOOR TO BE REPLACED

WITH 2-HOUR RATED

DOOR AND HARDWARE

'-0

B F G J

2A

4A

SPRINKLER COVERAGE:

ORDINARY HAZARD GROUP 2

SPRINKLER COVERAGE:

ORDINARY HAZARD GROUP 2

SPRINKLER COVERAGE:

ORDINARY HAZARD GROUP 2

SPRINKLER COVERAGE:

ORDINARY HAZARD GROUP 2

SPRINKLER COVERAGE:

ORDINARY HAZARD

GROUP 2

87'-0"

'-0

'-0

130'-0"

'-0

'-0

57'-0"

'-1

'-0

80'-0"

55'-0"

'-0

'-0

FIRE RATED

STAIRWELL

8' -0

10'-0"

36'-0 19/32"

36'-0"

'-0

75'-0"

105'-0"

MOVEABLE TIRE RACKS

AREA CHANGES

SPRINKLER COVERAGE:

EXTRA HAZARD EH1

'-0

'-0

/4

'-0

'-0

/4

STAIRS UP

20'-0"

10'x60' OFFICE WITH MEZZANINE ABOVE

STAIRS UP

STAIRS UP

2 HOUR FIRE RATED WALLS

NOTE:

DIMENSIONS ARE NOT EXACT; CONTRACTOR RESPONSIBLE FOR

VERIFYING ALL DIMENSIONS PRIOR TO BIDDING.

NEW RISER LOCATIONS ADJUSTABLE TO

CLEAR INTERFERENCES IN FOUNDATION

AND INTERIOR

2 HOUR FIRE RATED WALL ABOVE MEZZANINE

WASTE OIL STORAGE

SPRINKLER COVERAGE:

EXTRA HAZARD EH2

RATED FLOOR

COVERAGE REQUIRED

ABOVE AND BELOW

MEZZANINES

COVERAGE REQUIRED

ABOVE AND BELOW

MEZZANINES

COVERAGE REQUIRED ABOVE

AND BELOW MEZZANINES KEY PLAN

REGISTRATION

PROJECT NUMBER

60716955

AR

C

H D

4" x

6"

SHEET TITLE

SPRINKLER LAYOUT

Fi le na m e:

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:\O N

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.D t s av ed b y:

F

U N

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t P lo tte d:

4-

-0

Pr oj ec t M an ag em en t I ni tia ls

:D es ig ne r:

C he ck ed

Ap pr ov ed

A

B

C

D

SHEET NUMBER

FS-101

THIS DRAWING HAS BEEN PREPARED FOR THE USE OF AECOM'S CLIENT AND

MAY NOT BE USED, REPRODUCED OR RELIED UPON BY THIRD PARTIES,

EXCEPT AS AGREED BY AECOM AND ITS CLIENT, AS REQUIRED BY LAW OR

FOR USE BY GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO

RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY

THAT MODIFIES THIS DRAWING WITHOUT AECOM'S EXPRESS WRITTEN

CONSENT.

DO NOT SCALE THIS DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED

FROM STATED DIMENSIONS.

NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO INFORM THEMSELVES

OF THE EXACT LOCATION OF, AND ASSUME ALL LIABILITY FOR DAMAGE TO

ALL UTILITIES, SERVICES AND STRUCTURES, WHETHER ABOVE GROUND OR

BELOW GRADE, BEFORE COMMENCING THE WORK. SUCH INFORMATION IS

NOT NECESSARILY SHOWN ON THE DRAWING, AND WHERE SHOWN, THE

ACCURACY CANNOT BE GUARANTEED.

WITH THE SOLE EXCEPTION OF THE BENCHMARK(S) SPECIFICALLY

DESCRIBED FOR THIS PROJECT, NO ELEVATION INDICATED OR ASSUMED

HEREON IS TO BE USED AS A REFERENCE ELEVATION FOR ANY PURPOSE.

FEET

0 75 150

AECOM Technical Services, Inc.

444 Reid Street, Suite 300 De Pere, WI 54115 www.aecom.com

CLIENT

CITY OF OSHKOSH,

WISCONSIN

PROJECT

FIRE PROTECTION

UPGRADES -

TRANSIT

ADMINISTRATION

AND GARAGE

FACILITY

CONSULTANT

I/R DATE DESCRIPTION

DEMPSEY TRAIL

JO

SS

LY

N

S T

WITZEL AVE

INDICATOR VALVE (PIV) 40' FROM

BUILDING NEW TIE-IN TO CITY WATER

MAIN FOR SYSTEM SUPPLY PER NFPA 24

KEY PLAN

REGISTRATION

PROJECT NUMBER

60716955

AR

C

H D

4" x

6"

SHEET TITLE

UNDERGROUND LAYOUT

Fi le na m e:

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\O

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KO

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F

IR

E

PR

O

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C

TI

O N

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EN

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AL

\9

_C

AD

_G

IS

\9

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AD

\2

0-

SH

EE

TS

\C

IT

YO

FO

SH

KO

SH

FI

R

EP

R O

TE

C

TI

O

N D

R

AW

IN

G

S_

X3 6L

.D t s av ed b y:

F

U N

SE

t P lo tte d:

4-

-0

Pr oj ec t M an ag em en t I ni tia ls

:D es ig ne r:

C he ck ed

Ap pr ov ed

A

B

C

D

SHEET NUMBER

FS-102

THIS DRAWING HAS BEEN PREPARED FOR THE USE OF AECOM'S CLIENT AND

MAY NOT BE USED, REPRODUCED OR RELIED UPON BY THIRD PARTIES,

EXCEPT AS AGREED BY AECOM AND ITS CLIENT, AS REQUIRED BY LAW OR

FOR USE BY GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO

RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY

THAT MODIFIES THIS DRAWING WITHOUT AECOM'S EXPRESS WRITTEN

CONSENT.

DO NOT SCALE THIS DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED

FROM STATED DIMENSIONS.

NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO INFORM THEMSELVES

OF THE EXACT LOCATION OF, AND ASSUME ALL LIABILITY FOR DAMAGE TO

ALL UTILITIES, SERVICES AND STRUCTURES, WHETHER ABOVE GROUND OR

BELOW GRADE, BEFORE COMMENCING THE WORK. SUCH INFORMATION IS

NOT NECESSARILY SHOWN ON THE DRAWING, AND WHERE SHOWN, THE

ACCURACY CANNOT BE GUARANTEED.

WITH THE SOLE EXCEPTION OF THE BENCHMARK(S) SPECIFICALLY

DESCRIBED FOR THIS PROJECT, NO ELEVATION INDICATED OR ASSUMED

HEREON IS TO BE USED AS A REFERENCE ELEVATION FOR ANY PURPOSE.

FEET

0 15 30

LEGEND

EXISTING PRESSURIZED WATER MAINS

PROPOSED PRESSURIZED WATER MAINS

WATER HYDRANTS

WATER VALVES

WATER FITTINGS

BUILDING

AECOM Technical Services, Inc.

444 Reid Street, Suite 300 De Pere, WI 54115 www.aecom.com

CLIENT

CITY OF OSHKOSH,

WISCONSIN

PROJECT

FIRE PROTECTION

UPGRADES -

TRANSIT

ADMINISTRATION

AND GARAGE

FACILITY

CONSULTANT

I/R DATE DESCRIPTION

ISSUE/REVISION

0 2024.06.14 ISSUED FOR BID

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