36C25219B0056-0003003.pdf

SYSTEM C

COVERAGESYSTEM A

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EXTERIOR

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OVERHANG TO BE

PROTECTED VIA

WING A DRY SYSTEM

RISER.

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Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

CLEMENT J. ZABLOCKI VAMC

#6 o n e e i g h t h i n c h o n e f o o t t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t

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97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number 695-16-112

FIRE SPRINKLER ENGINEER

RTM CONSULTANTS, INC

6640 Parkdale Place, Suite J, Indianapolis, IN 46254

PHONE: (317) 329-7700

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

CLEMENT J. ZABLOCKI VA MEDICAL CENTER

MILWAUKEE, WISCONSIN

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FIRE SPRINKLER RISER

LOCATIONS BASEMENT FLOOR

PLAN 0

14.1020.06BUILDING 6 FIRE

SPRINKLER REPLACEMENT

SCALE: 1/16" = 1'-0"FX101

1 FIRE SPRINKLER RISER LOCATIONS BASEMENT FLOOR 0

N

1. SPRINKLER SYSTEMS SHALL BE DESIGNED AND HYDRAULICALLY CALCULATED IN

ACCORDANCE WITH NFPA 13 AND THE VA FIRE PROTECTION DESIGN MANUAL, SIXTH

EDITION.

2. A SAFETY FACTOR SHALL BE INCLUDED BY CALCULATING THE DEMAND TO A POINT NO

GREATER THAN 10% BELOW THE AVAILABLE WATER SUPPLY CURVE. OR, A TEN

PERCENT SAFETY FACTOR SHALL BE PROVIDED (SUBTRACT 10% FROM THE AVAILABLE

WATER SUPPLY CURVE) FOR EACH SPRINKLER DEMAND INCLUDING THE REQUIRED

HOSE STREAMS.

3. ROUTE THE DRAIN PIPES FOR EACH SPRINKLER RISER AND TEST CONNECTION TO THE

BUILDING EXTERIOR TO FACILITATE TESTING. DO NOT TERMINATE AT SERVICE SINKS

AS THEIR DRAINS ARE INADEQUATE FOR TEST FLOW. DRAIN PIPING SHALL BE 50 MM (2

IN) MINIMUM TO ACCOMMODATE DISCHARGE FROM FULL FLOW TESTS AT MAXIMUM

SYSTEM PRESSURE. DESIGN EXTERIOR DRAINS TO PREVENT FLOODING OR DAMAGE

TO LANDSCAPING, AND TO PREVENT WETTING OF WALKWAYS.

4. SEISMIC PROTECTION IS NOT REQUIRED IN THE BUILDING AS IT IS LOCATED IN AN

AREA OF LOW SEISMICITY AS IDENTIFIED IN THE MAP TAKEN FROM VA SEISMIC DESIGN

REQUIREMENTS H-18-8.

5. INSTALL QUICK RESPONSE SPRINKLERS (QRS) IN ALL AREAS, EXCEPT WHERE

SPECIFICALLY PROHIBITED BY NFPA 13 (2019). SPRINKLERS TO BE INSTALLED IN VA

FACILITIES ARE REQUIRED TO BE FACTORY MUTUAL (FM) APPROVED.

6. INSTALL STANDARD RESPONSE SPRINKLERS WITH INTERMEDIATE TEMPERATURE

RATING 93°C (200°F) OR HIGHER IN ELEVATOR SHAFTS, ELEVATOR PITS, AND

ELEVATOR MACHINE ROOMS. INSTALL SPRINKLERS IN ELEVATOR SHAFTS AND PITS

ONLY WHERE REQUIRED BY NFPA 13.

7. SPRINKLERS IN BASEMENT SHALL BE DESIGNED AS ORDINARY HAZARD - GROUP 1. IN

SPRINKLERS ON LEVELS 1, 2 AND 3 SHALL BE DESIGNED AS LIGHT HAZARD EXCEPT

WHERE OTHERWISE NOTED. MECHANICAL EQUIPMENT ROOMS, TRANSFORMER

ROOMS, ELECTRICAL SWITCHGEAR ROOMS, ELECTRIC CLOSETS, AND REPAIR SHOPS

SHALL BE ORDINARY HAZARD GROUP 1. STORAGE ROOMS, TRASH ROOMS, STORAGE

AREAS, WAREHOUSE SPACES, FILE STORAGE AREAS FOR THE ENTIRE AREA OF THE

SPACE UP TO 140 SQUARE METERS (1500 SQUARE FEET) SHALL BE ORDINARY HAZARD

GROUP 2.

8. SPRINKLERS ARE NOT REQUIRED IN INTERSTITIAL SPACES.

9. EXISTING OCCUPANT USE HOSE VALVES HAVE BEEN ABANDONED. EXPOSED PIPING

REMAINING SHALL BE DEMOLISHED AS PART OF THIS PROJECT. EXISTING PIPING IN

WALLS OR FLOOR CAN BE ABANDONED IN PLACE.

10. DESIGN WET PIPE SPRINKLER SYSTEMS, UNLESS INSTALLED IN AREAS SUBJECT TO

FREEZING. DRY PENDANT OR SIDEWALL SPRINKLERS OR DRY PIPE, SYSTEMS MAY BE

USED IN AREAS SUBJECT TO FREEZING. DRY TYPE SPRINKLERS MAY BE USED TO

PROTECT PORTIONS OF THE CONNECTING PIPING EXPOSED TO FREEZING

TEMPERATURES: FOR EXAMPLE, SPRINKLER SPRIGS FROM WET SYSTEMS INTO

UNHEATED ATTICS, OR HORIZONTAL PIPING EXTENSIONS THROUGH A WALL TO

PROTECT AN UNHEATED PORCH AREAS AND BUILDING EXTERIORS

11. A WATER FLOW TEST WAS CONDUCTED, FRIDAY, MARCH 4, 2016 AT 9:00 AM ALONG THE

ROAD WEST OF THE BUILDING. THE RESULTS WERE AS FOLLOWS:

STATIC: 71 PSI HYDRANT #32

RESIDUAL: 65 PSI HYDRANT #31

RESIDUAL AT 1,240 GALLONS PER MINUTE

11A. SPRINKLER CONTRACTOR SHALL REPEAT WATER FLOW TEST PRIOR TO HYDRAULIC

DESIGN.

GENERAL INSTALLATION NOTES :

1. PROVIDE AND INSTALL NEW WET RISER FOR EACH WING IN STAIRWELL LANDING

CORNER TIGHT TO WALLS TO MINIMIZE OBSTRUCTION. SUPPLY STAIRWELL SPRINKLERS

FROM MAIN RISER. SUPPLY EACH FLOOR WITH BRANCH FROM RISER.

2. PROVIDE AND INSTALL NEW DRY RISER FOR A & C WINGS IN STAIRWELL LANDING

CORNER TIGHT TO WALLS TO MINIMIZE OBSTRUCTION. SUPPLY BALCONY AND ATTIC

AREAS AS INDICATED.

3. PIV LOCATED OUTSIDE FOR EACH INCOMING SERVICE. PIV ALTERATIONS OR

REPLACEMENT ARE NOT INCLUDED IN SCOPE OF WORK.

4. PROVIDE A NEW PRE-ENGINEERED NITROGEN GENERATION SYSTEM FOR DRY PIPE

SPRINKLER SYSTEM.

5. HYDRANT # 31

6. HYDRANT # 32

7. BUILDING EXCEEDS 2 STORIES. PROVIDE CONTROL VALVE ASSEMBLY FOR EACH FLOOR

PER NFPA 13.

FIRE SPRINKLER SYSTEM PLAN NOTES:

SEE SHEET GI201 FOR APPROXIMATE COVERAGE AREAS OF EACH PHASE.

SPRINKLER DESIGN DENSITY

OCCUPANCY CLASSIFICATION

DESIGN

DENSITY

(GPM/FT2)

DESIGN

AREA (FT2)

HOSE STREAM

ALLOWANCE

(GPM)

DURATION OF

SUPPLY

(MINUTES)

LIGHT HAZARD 0.10 1,500 2 100 30

ORDINARY HAZARD - GROUP 1 0.15 1,500 2 250 60

ORDINARY HAZARD - GROUP

2 0.20 1,500 2 250 60

DRY PIPE SYSTEM 1 0.10 1,950 1 100 30

NOTES:

1. 30% DESIGN AREA INCREASE FOR DRY PIPE SYSTEMS.

2. DESIGN AREA REDUCTION FOR QUICK RESPONSE SPRINKLERS PERMITTED PER NFPA 13

11.2.3.2.3.1

3. DRY PIPE SYSTEMS SHALL COMPLY WITH SECTION 7.2.3.4.OF NFPA 13.

* ALL AREAS SHALL BE ORDINARY HAZARD GROUP 1 UNLESS OTHERWISE NOTED.

BID DOCUMENTS

COR : MATTHEW OSGOOD

5/20/2019

ACCOMPANYING 36C25219B0056 0003