Fire_Protection_Compiled.pdf
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- Building 26 Remodel, Fort Missoula
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- AG-03R6-S-14-0058
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17 - Drawings (Fire Protection)
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SEISMIC BRACING REQUIREMENTSEARTHQUAKE PROTECTION NOTES:
A. ALL EARTHQUAKE BRACING TO BE IN ACCORDANCE WITH NFPA-13 2007 OR CURRENT EDITION APPROVED BY
LOCAL AHJ.
B. LISTED FLEXIBLE COUPLINGS SHALL ONLY BE INSTALLED WHERE REQUIRED BY NFPA-13.
C. FLEXIBLE COUPLINGS SHALL BE LOCATED IN ACCORDANCE WITH NFPA-13 AS FOLLOWS:
1. WITHIN 24" FROM THE TOP AND BOTTOM OF ALL RISERS.
2. WITHIN 12" ABOVE AND 24" BELOW FLOORS IN MULTISTORY BUILDINGS.
3. WITHIN 1' OF ALL CONCRETE AND MASONRY WALL PENETRATIONS UNLESS CLEARANCE IS PROVIDED BY
SECTION 9.3.4.
4. WITHIN 24" OF BUILDING EXPANSION JOINTS.
5. WITHIN 24" OF THE TOP OF DROPS EXCEEDING 15' IN LENGTH TO PORTIONS OF SYSTEMS SUPPLYING MORE
THAN ONE SPRINKLER, REGARDLESS OF SIZE
6. ABOVE AND BELOW ANY INTERMEDIATE POINTS OF SUPPORT FOR A RISER OR OTHER VERTICAL PIPE.
1. CLEARANCE SHALL BE PROVIDED AROUND ALL PIPING EXTENDING THROUGH WALLS, FLOORS, PLATFORMS, AND FOUNDATIONS, INCLUDING DRAINS, FDCS, AND OTHER AUXILIARY PIPING PER SECTION 9.3.4 OR FLEXIBLE
COUPLINGS SHALL BE PROVIDED.
2. LONGITUDINAL SWAY BRACING SPACED AT A MAXIMUM OF 80 FEET SHALL BE PROVIDED FOR FEED AND CROSS
MAINS AND NOT MORE THAN 40 FEET FROM THE END.
3. TOPS OF RISERS OVER 3 FEET SHALL BE SECURED AGAINST DRIFTING IN ANY DIRECTION USING A 4-WAY
BRACE.
4. LATERAL SWAY BRACING SPACED AT A MAXIMUM OF 40 FEET SHALL BE PROVIDED FOR FEED AND CROSS
MAINS.
5. BRACING SHALL BE ATTACHED DIRECTLY TO FEED AND CROSS MAINS.
6. THE LAST LENGTH OF PIPE AT THE END OF FEED OR CROSS MAINS SHALL BE PROVIDED WITH A LATERAL BRACE. LATERAL BRACES SHALL BE ALLOWED TO ACT AS A LONGITUDINAL BRACE IF THEY ARE WITHIN 24" OF
THE CENTERLINE OF THE PIPING BRACED.
7. SWAY BRACING IS NOT REQUIRED FOR BRANCH LINES 2" AND SMALLER.
8. THE END SPRINKLER ON EACH BRANCH LINE SHALL BE RESTRAINED AGAINST EXCESSIVE MOVEMENT BY
APPROVED MEANS.
9. C-TYPE CLAMPS (INCLUDING BEAM AND LARGE FLANGE CLAMPS) WITH OR WITHOUT RETAINING STRAPS, SHALL
NOT BE USED TO ATTACH BRACES TO THE BUILDING STRUCTURE.
10. ALL BEAM HANGERS SHALL BE EQUIPPED WITH RETAINER STRAPS.
GENERAL NOTES:
A. SUBMIT ALL SHOP DRAWINGS TO LOCAL AUTHORITY HAVING JURISDICTION (AHJ) AND RECEIVE APPROVAL PRIOR
TO STARTING CONSTRUCTION.
B. COORDINATE ALL PIPING WITH OTHER TRADES PRIOR TO STARTING CONSTRUCTION.
C. ALL MATERIALS & INSTALLATIONS OF THIS AUTOMATIC FIRE SPRINKLER SYSTEM TO CONFORM TO NFPA 13 & 14
(2007 EDITION) OR CURRENT EDITION APPROVED BY LOCAL AHJ.
D. UNDERGROUND PIPING TO BE PROVIDED BY OTHERS. TEST AND FLUSHING CERTIFICATION TO BE PROVIDED
BEFORE FPS IS TO CONNECT TO ANY PIPING.
E. FIRE PROTECTION CONTRACTOR (FPC) WILL PROVIDE A RELIABLE MODEL A4 SPARE HEAD CABINET WITH A MINIMUM OF EACH TYPE OF SPRINKLER HEAD USED PER NFPA 13. WITH THE APPROPRIATE HEAD WRENCH FOR
EACH HEAD USED AS OUTLINED IN THE SPRINKLER HEAD LEGEND.
F. IT IS THE OWNERS RESPONSIBILITY TO PROVIDE ADEQUATE HEAT.
G. DRAINS WILL BE PROVIDED IN ACCORDANCE WITH NFPA 13. FPS DRAINS TO BE PIPED TO OUTSIDE OR AS
INDICATED ON DRAWINGS.
H. ALL SYSTEM PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI OR AT 50 PSI ABOVE THE SYSTEM
OPERATING PRESSURE, WHICHEVER IS GREATER.
I. ALL ELECTRICAL WIRING, CONDUIT, DETECTION, AND ALARM/CONTROL PANELS TO BE DONE BY ELECTRICAL
CONTRACTOR. TAMPER AND FLOW SWITCHES SHALL BE BY FPC.
J. ALL PAINTING, IF REQUIRED, DONE BY OTHERS.
K. PIPE SIZING PER HYDRAULIC CALCULATIONS.
L. MAIN PIPING 2-1/2" - 4" TO BE ANSI/ASTM A-795, EITHER SCHEDULE 40 BLACK SPRINKLER PIPING WITH THREADED ENDS AND ANVIL CAST IRON FITTINGS, OR GROOVED ENDS AND VICTAULIC GROOVED COUPLINGS AND FITTINGS
(UNLESS SHOWN OTHERWISE).
M. BRANCH LINE PIPING 2" AND SMALLER TO BE ANSI/ASTM A-795, EITHER SCHEDULE 40 BLACK SPRINKLER PIPING WITH THREADED ENDS AND ANVIL CAST IRON FITTINGS, OR GROOVED ENDS AND VICTAULIC GROOVED FITTINGS.
N. ALL GROOVED COUPLINGS TO BE "VICTAULIC" #005 ZERO-FLEX RIDGED COUPLINGS AND "VICTAULIC" #075 FLEX
COUPLINGS.
O. FPC TO START WORK AT POINT 1'-0" ABOVE FINISHED FLOOR.
P. SPRINKLER HEADS IN AREAS WITH DROPPED CEILINGS TO BE WHITE CONCEALERS NOT REQUIRED TO BE
INSTALLED IN CENTER OF CEILING TILES.
Q. SPRINKLER HEADS IN AREAS EXPOSED TO THE DECK TO BE UPRIGHT HEADS.
R. CUTTING, PATCHING, AND RESTORATION OF FLOORS, WALLS, AND CEILING TO BE DONE BY FPC.
S. SIGNS, HYDRAULIC PLACARDS AND SYSTEM INFORMATION DISPLAYS PROVIDED BY FPS WILL BE MANUFACTURED
BY FPPI INC.
T. FIRE STOPPING USED WILL BE HILTI FS-ONE
U. REFER TO ARCHITECTURAL PLANS FOR SECTION VIEWS OF BUILDINGS.
V. REFER TO ARCHITECTURAL CEILING PLAN FOR EXISTING HISTORICAL CEILINGS TO REMAIN.
W. COORDINATE ALL CONCRETE PENETRATIONS WITH STRUCTURAL DRAWINGS TO VERIFY HOW AND WHERE
CONCRETE CAN BE CUT.
X. COORDINATE REMOVAL OF PIPING WITH ASBESTOS ABATEMENT CONTRACTOR.
Y. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS TO
ENSURE THAT HVAC AND LIGHT FIXTURES DON’T CONFLICT WITH SPRINKLERS.
Z. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS SO THAT SPRINKLER HEADS DON’T RUIN THE CEILING
AESTHETICS
FIRE SPRINKLER CONTRACTOR SHALL ORDER A HYDRANT
FLOW TEST PRIOR TO DESIGN TO VERIFY PRESSURE.
STATIC PRESSURE HAS BEEN MEASURED AT 78 PSI ON THE
12 INCH WATER LINE IN THE STREET. SEE FIGURE BELOW.
HYDRANT FLOW TEST
18 BUILDING WATER LINES IMAGE
F0.1: F0.1 SCALE: NOT TO SCALE
REFER TO STRUCTURAL SPECIFICATIONS FOR SEISMIC
DESIGN REQUIREMENTS.
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PROJECT No 13104.00 7.14.14
6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
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2014 MORRISON-MAIERLE, INC.
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4" FIRE SERVICE
RETRO WATERSTOP
EXISTING SLAB
3" MIN
UNDISTURBED
SOILS (COMPACTED)
4000 PSI CONCRETE
BACKFILL
6.5' MIN BURY
EXISTING GROUND
WINDOW
18 FIRE SERVICE ENTRANCE DETAIL
F1.0: F1.0 SCALE: NOT TO SCALE
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USFS BUILDING 26 -FIRE PR0TECTION PLAN SITE PLAN16
F1.0 : F1.0 3/32" = 1'-0"
NORTH
F1.0
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REVISIONS
P R
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PROJECT No 13104.00 7.14.14
6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
ARCHITII ECTSP
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2014 MORRISON-MAIERLE, INC.
KEY NOTES:
1. PROVIDE SADDLE FOR 4” FIRE LINE TO CONNECT TO EXISTING 12” DUCTILE IRON WATER MAIN AND INSTALL THRUST BLOCKING AT ALL CONNECTIONS AND BENDS. INSTALL GATE VALVE ON THE 4” FIRE SERVICE LOCATED 5' FROM THE MAIN AND BRING TO SURFACE IN VALVE BOX
WITH PVC AND TRACER WIRE.
2. LOCATE 6' AND 4” CAST IRON WATER MAINS TO ENSURE THEY ARE MAINTAINED IN PLACE AND THAT THEY CAN BE CROSSED EFFICIENTLY TO
MAINTAIN SEPARATION WITH THE NEW 4” FIRE SERVICE.
3. PROVIDE A THREE POINT MONITORING SYSTEM OF THE WIDTH AND LENGTH OF ALL CRACKS IN BUILDING WALLS AND FLOORS WITHIN 10 FEET OF EXCAVATIONS. DOCUMENT CRACK WIDTHS AT TWO LOCATIONS ADJACENT TO EXCAVATIONS AND MONITOR AS WORK PROGRESSES TO ENSURE STRUCTURAL INTEGRITY OF THE BUILDING. IN THE EVENT THAT CRACKS BEGIN TO SPREAD OR CREEP, STOP WORK IMMEDIATELY, SHORE UP ALL WORK, AND CONTACT OWNER. PROVIDE 4000 PSI CONCRETE BACKFILL BENEATH FOOTING LOCATION AND LOCATED ON UNDISTURBED
COMPACTED SOILS.
4. REMOVE A MAXIMUM OF 3' BY 3' PORTION OF THE FLOOR TO INSTALL 4” FIRE SERVICE THROUGH. PROVIDE A CAST IN PLACE PIPE SEAL AROUND PIPE AND RETROFIT WATER STOP AT CONCRETE TO CONCRETE CONNECTIONS. PROVIDE GR. 60 DEFORMED REINFORCEMENT BARS DOWELED AND EPOXIED INTO EXISTING CONCRETE ON 12” MAXIMUM SPACING EACH WAY. INSTALL CONCRETE FLOOR PATCH EXTENDING 3” BELOW EXISTING SLAB AND MECHANICALLY VIBRATE EXCESS AIR POCKETS OUT FROM BELOW EXISTING SLAB.
1. CONTRACTOR SHOULD MAKE AN INITIAL SITE VISIT TO DETERMINE EXACT EXTENTS OF WORK PRIOR TO BIDDING THE PROJECT.
2. CONTACT UTILITY LOCATES PRIOR TO STARTING WORK.
3. LOCATE 12” DUCTILE IRON WATER MAIN FOR 4” FIRE SERVICE TAP AND LOCATE FIRE SPRINKLER RISER LOCATION TO PROVIDE A DIRECT
ROUTE FOR CONNECTION.
4. PROVIDE AND MAINTAIN A CITY OF MISSOULA APPROVED TRAFFIC CONTROL PLAN.
5. COORDINATE AND OBTAIN ALL PERMITS FOR WORK WITH MOUNTAIN WATER COMPANY PRIOR TO COMMENCING WITH CONSTRUCTION.
6. SALVAGE 8' LONG PIN DOWN CURB FOR REPLACEMENT BY CONTRACTOR.
7. MAINTAIN A MINIMUM OF 8' HORIZONTALLY FROM TRENCH EDGE TO EDGE OF TREES, CUT, TRIM, AND REPAIR BRANCHES AND ROOTS ACCORDING TO THE CITY OF MISSOULA'S URBAN FORESTRY DIVISION REQUIREMENTS TO ENSURE TREE LONGEVITY.
8. SALVAGE GRASS AND TOPSOIL FOR REPLACEMENT IN LANDSCAPING AREAS.
9. PROVIDE DEWATERING OF TRENCH EXCAVATIONS TO ENSURE WORK IS COMPLETED IN DRY CONDITIONS.
10. LOCATE ANY IRRIGATION LINES FOR TEMPORARY CAPPING TO ENSURE WATER IS NOT WASTED. PROVIDE A FULLY FUNCTIONAL IRRIGATION SYSTEM THAT IS DEMONSTRATED TO WORK PROPERLY AND ENSURE GRASS WILL TAKE IN REPLACEMENT AREAS.
11. SAW CUT FULL DEPTH ALL ASPHALT OR CONCRETE SURFACES TO PROVIDE A CLEAN UNIFORM MATCH LINE. REPLACE ROAD SECTION, ASPHALT, CURB AND SIDEWALK BASE, CONCRETE CURB, CONCRETE SIDEWALK, LANDSCAPING TOP SOIL, TO NEW CONDITION EQUALING
EXISTING SECTION THICKNESS.
12. ONLY REMOVE CONCRETE AT EXISTING JOINTED LOCATIONS TO MAINTAIN UNIFORM JOINTING THROUGHOUT.
13. OBTAIN A PROCTOR TEST FOR ALL MATERIALS ENCOUNTERED AND PROVIDE COMPACTION OF LIFTS NOT GREATER THAN 8” IN LOOSE DEPTH. MAINTAIN THE MOISTURE CONTENT OF FILL SOILS WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE AND COMPACT TO 98% OF MAXIMUM LABORATORY DENSITY AS DETERMINED BY AASHTO T99. OBTAIN A MINIMUM OF 2 COMPACTION TESTS FOR EACH 2' OF VERTICAL FILL PLACEMENT, BUT NOT LESS THAN 6 TESTS OUTSIDE THE BUILDING AND 2 TESTS INSIDE THE BUILDING.
14. OBTAIN CONCRETE TEST CYLINDERS FOR EACH TRUCK DELIVERED AND OBTAIN COMPACTION TESTING EQUAL TO OR GREATER THAN 95% OF THE MAXIMUM THEORETICAL DENSITY (RICE) AS DETERMINED BY ASTM D2041 FOR EACH DAY OF PAVING CONDUCTED.
15. ALL CONCRETE AND ASPHALT INSTALLATIONS SHALL MEET THE CITY OF MISSOULA STANDARDS FOR EQUIVALENT APPLICATIONS.
16. REPLACE ALL ROAD MARKINGS OR PAINT TO MATCH EXISTING MARKINGS.
17. PROVIDE A MEANS OF CONVEYING STORM WATER FLOWS AWAY FROM OPEN EXCAVATIONS AND ALLOWING FLOWS TO TRAVEL TO THEIR
HISTORIC DRAINAGE LOCATIONS.
18. CONDUCT ALL WORK IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION DATED APRIL, 2010. IN CONJUNCTION WITH THE MPWSS CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH CITY OF MISSOULA, MISSOULA
COUNTY, AND THE MOUNTAIN WATER COMPANY STANDARDS.
19. OBTAIN NECESSARY PERMITS THROUGH ALL AGENCIES WITH JURISDICTION.
GENERAL NOTES:
WHWH
WH
WH BOILER
BOILER
DF DF
STAIR
RESTROOM
MECH / ELECT
TELE/DATA
ELEVATOR
MACHINE
ELEVATOR
VESTIBULE VESTIBULE
UP UP
UP
DOWN 17"
DOWN
17"
DOWN
17"
DOWN 17"
UP UP
UP
UP
ELECTRICAL
UP
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: GENERAL OFFICE SPACE
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE - OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: WET
FIRE
SPRINKLER
RISER
FUTURE CONSTRUCTION PHASE:
DO NOT PROVIDE FIRE SPRINKLER COVERAGE
UNDER THIS PHASE OF CONSTRUCTION
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: IT/ TELE DATA -ELECT ROOM
DOUBLE-INTERLOCKED SYSTEM REQUIRED.
PROVIDE AUTOMATIC FLOW CONTROL VALVE
IN BRANCH PIPING SERVING THIS AREA. VALVE TO
BE INTERLOCKED WITH A CEILING-MOUNTED HEAT
AND/OR SMOKE DETECTOR.
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE - OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: WET
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: MECHANICAL ROOM
ORDINARY HAZARD (GROUP I): 0.15 GPM/1500 SF
COMBINED INSIDE - OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: WET
NEW 4" FIRE SERVICE - REFER TO SITE PLAN
FOR CONTINUATION
THIS CEILING AREA (SHOWN HATCHED) IS
PLANNED FOR PIPING AND UTILITIES. ROUTE
PIPING MAINS TIGHT TO CEILING.
WET FIRE SPRINKLER MAIN
APPROXIMATELY 45 FT TO 12
IN. MAIN FOR CONNECTION.
SEE SHEET F1.0
DRY FIRE SPRINKLER MAIN
POTENTIAL FUTURE
PHASE RISER LOCATION
POTENTIAL FIRE
RISER LOCATION
POTENTIAL FIRE
RISER LOCATION
FUTURE CONNECTION
POINT FOR FUTURE
PHASE INSTALLATION
PROVIDE PROVISIONS FOR
FUTURE CONNECTION FOR
INSTALLATION OF SYSTEM
DURING FUTURE PHASES
FIRE DEPARTMENT
CONNECTION.
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: EXTERIOR CANOPY
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE/OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: DRY
FUTURE CONSTRUCTION PHASE:
DO NOT PROVIDE FIRE SPRINKLER COVERAGE
UNDER PHASE 1 CONSTRUCTION
APPROXIMATE
CONSTRUCTION
AREA OF WORK
FUTURE AREA OF
PHASED WORK. FUTURE AREA OF
PHASED WORK.
FUTURE AREA OF
PHASED WORK.
APPROXIMATE
CONSTRUCTION
AREA OF WORK
PLANNED CONSTRUCTION PHASES:
1. THESE CONSTRUCTION DOCUMENTS ARE
LIMITED TO THE IDENTIFIED
CONSTRUCTION AREA. THE FIRE
SPRINKLER SYSTEM TO BE INSTALLED FOR
THIS PHASE SHALL PROVIDE FULL
COVERAGE IN ACCORDANCE WITH NFPA 13
REQUIREMENTS BUT IS TO BE LIMITED TO
THE PLAN AREAS IDENTIFIED. NOTE THAT
SOME OF THE WORK REQ'D FOR THIS
PHASE OF CONSTRUCTION EXTENDS INTO
FUTURE AREAS. COORD. W/ GEN. CONT'R.
2. CONSTRUCTION AREAS INDICATED BY
"FUTURE AREA OF PHASED WORK" ARE
FOR REFERENCE ONLY AND ARE NOT PART
OF THIS CONTRACT.
3. THE FIRE SPRINKLER WATER SERVICE,
RISER, BACKFLOW AND OTHER PRIMARY
EQUIPMENT FOR THIS FIRST PHASE OF
CONSTRUCTION SHALL BE DESIGNED FOR
THE ENTIRE BUILDING (ALL PHASES). THE
DESIGN SHALL CONSIDER EASE OF
EXPANSION INTO FUTURE CONSTRUCTION
PHASES.
4. ALL FIRE PROTECTION WORK SHALL BE
APPROVED BY THE AHJ (FIRE MARSHALL)
PRIOR TO THE STARTING OF ANY
PLANNING, DESIGN AND/OR
CONSTRUCTION.
WET SYSTEM - LIGHT HAZARD
0.10 GPM/1500 SF
COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.
WET SYSTEM - ORDINARY HAZARD
0.10 GPM/1500 SF
COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.
DRY OR GLYCOL SPRINKLERS
(REQUIRED IN UNCONDITIONED SPACES SUCH AS
ATTICS AND EXTERIOR OVERHANGS
CONSTRUCTED OF COMBUSTIBLE MATERIALS)
A D E F G H KCB J
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USFS BUILDING 26 - BASEMENT FIRE PR0TECTION PLAN 16
F2.0 : F2.0 1/8" = 1'-0"
NORTH
F2.0
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ISSUE DATE
REVISIONS
P R
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C T
D R
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PROJECT No 13104.00 7.14.14
6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
ARCHITII ECTSP
COMPACT FRIDGE
MICRO
DOWN DOWN
DOWN DOWN
DOWNDOWN
UP UP
RAMP
DOWN
RAMP
DOWN
RAMP
DOWN
DOWN DOWN
UP
MICRO
UP
(E)
SWR
(N)
FSR
(N)
FSR R R R
R R R R
12"Ø
EXHAUST
12"Ø
EXHAUST
BOILER
VENT
BOILER
VENT
R
R
R
R
R
R
R
R
R
6"Ø 8"Ø
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: EXTERIOR CANOPY
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE/OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: DRY
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: EXTERIOR CANOPY
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE - OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: DRY
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: GENERAL OFFICE SPACE
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE - OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: WET
FUTURE CONSTRUCTION PHASE:
DO NOT PROVIDE FIRE SPRINKLER COVERAGE
UNDER PHASE 1 CONSTRUCTION
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: GENERAL OFFICE SPACE
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE/OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: WET
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: EXTERIOR CANOPY
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE/OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: DRY
POTENTIAL
FUTURE PHASE 2
RISER LOCATION
POTENTIAL FIRE
RISER LOCATION POTENTIAL FIRE
RISER LOCATION
GENERAL NOTE:
1. FIRE SPRINKLER CONTRACTOR SHALL
COORDINATE WITH MECHANICAL AND
ELECTRICAL CONTRACTORS TO ENSURE
THAT HVAC AND LIGHT FIXTURES DON’T
CONFLICT WITH SPRINKLERS.
2. REFER TO ARCHITECTURAL REFLECTED
CEILING PLANS SO THAT SPRINKLER
HEADS DON’T RUIN THE CEILING
AESTHETICS (TYPICAL ALL SPACES).
PROVIDE SIDEWALL HEADS OR ROUTE
PIPING IN JOIST SPACE AS NECESSARY.
COORDINATE WITH GENERAL
CONTRACTOR.
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
PLANNED CONSTRUCTION PHASES:
1. THESE CONSTRUCTION DOCUMENTS ARE
LIMITED TO THE IDENTIFIED
CONSTRUCTION AREA. THE FIRE
SPRINKLER SYSTEM TO BE INSTALLED FOR
THIS PHASE SHALL PROVIDE FULL
COVERAGE IN ACCORDANCE WITH NFPA 13
REQUIREMENTS BUT IS TO BE LIMITED TO
THE PLAN AREAS IDENTIFIED. NOTE THAT
SOME OF THE WORK REQ'D FOR THIS
PHASE OF CONSTRUCTION EXTENDS INTO
FUTURE AREAS. COORD. W/ GEN. CONT'R.
2. CONSTRUCTION AREAS INDICATED BY
"FUTURE AREA OF PHASED WORK" ARE
FOR REFERENCE ONLY AND ARE NOT PART
OF THIS CONTRACT.
3. THE FIRE SPRINKLER WATER SERVICE,
RISER, BACKFLOW AND OTHER PRIMARY
EQUIPMENT FOR THIS FIRST PHASE OF
CONSTRUCTION SHALL BE DESIGNED FOR
THE ENTIRE BUILDING (ALL PHASES). THE
DESIGN SHALL CONSIDER EASE OF
EXPANSION INTO FUTURE CONSTRUCTION
PHASES.
4. ALL FIRE PROTECTION WORK SHALL BE
APPROVED BY THE AHJ (FIRE MARSHALL)
PRIOR TO THE STARTING OF ANY
PLANNING, DESIGN AND/OR
CONSTRUCTION.
FUTURE AREA OF
PHASED WORK.
APPROXIMATE
CONSTRUCTION
AREA OF WORK
APPROXIMATE
CONSTRUCTION
AREA OF WORK
A D E F G H KCB J
WET SYSTEM - LIGHT HAZARD
0.10 GPM/1500 SF
COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.
WET SYSTEM - ORDINARY HAZARD
0.10 GPM/1500 SF
COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.
DRY OR GLYCOL SPRINKLERS
(REQUIRED IN UNCONDITIONED SPACES SUCH AS
ATTICS AND EXTERIOR OVERHANGS
CONSTRUCTED OF COMBUSTIBLE MATERIALS)
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USFS BUILDING 26 - FIRST FLOOR FIRE PROTECTION PLAN 16
F2.1 : F2.1 1/8" = 1'-0"
NORTH
F2.1
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PROJECT No 13104.00 7.14.14
6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
ARCHITII ECTSP
DOWNDOWN
DOWN
DOWNDOWN
DOWNDOWN
DOWN
DOWNDOWN
DOWN
DOWN
(E)
SWR
(N)
FSR
BOILER
VENT
BOILER
VENT
R
R
R
R R
12"Ø
EXHAUST
12"Ø
EXHAUST
6"Ø 8"Ø
APPROXIMATE
CONSTRUCTION
AREA OF WORK
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: EXTERIOR CANOPY
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE - OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: DRY
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: GENERAL OFFICE SPACE
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE - OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: WET
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: EXTERIOR CANOPY
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE/OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: DRY
FUTURE CONSTRUCTION PHASE:
DO NOT PROVIDE FIRE SPRINKLER COVERAGE
UNDER THIS PHASE OF CONSTRUCTION
POTENTIAL
FUTURE PHASE
RISER LOCATION
POTENTIAL FIRE
RISER LOCATION
POTENTIAL FIRE
RISER LOCATION
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
EXISTING
PLASTER
CEILINGS
GENERAL NOTE:
1. FIRE SPRINKLER CONTRACTOR SHALL
COORDINATE WITH MECHANICAL AND
ELECTRICAL CONTRACTORS TO ENSURE
THAT HVAC AND LIGHT FIXTURES DON’T
CONFLICT WITH SPRINKLERS.
2. REFER TO ARCHITECTURAL REFLECTED
CEILING PLANS SO THAT SPRINKLER
HEADS DON’T RUIN THE CEILING
AESTHETICS (TYPICAL ALL SPACES).
PROVIDE SIDEWALL HEADS OR ROUTE
PIPING IN JOIST SPACE AS NECESSARY.
COORDINATE WITH GENERAL
CONTRACTOR.
FUTURE AREA OF
PHASED WORK.
PLANNED CONSTRUCTION PHASES:
1. THESE CONSTRUCTION DOCUMENTS ARE
LIMITED TO THE IDENTIFIED
CONSTRUCTION AREA. THE FIRE
SPRINKLER SYSTEM TO BE INSTALLED FOR
THIS PHASE SHALL PROVIDE FULL
COVERAGE IN ACCORDANCE WITH NFPA 13
REQUIREMENTS BUT IS TO BE LIMITED TO
THE PLAN AREAS IDENTIFIED. NOTE THAT
SOME OF THE WORK REQ'D FOR THIS
PHASE OF CONSTRUCTION EXTENDS INTO
FUTURE AREAS. COORD. W/ GEN. CONT'R.
2. CONSTRUCTION AREAS INDICATED BY
"FUTURE AREA OF PHASED WORK" ARE
FOR REFERENCE ONLY AND ARE NOT PART
OF THIS CONTRACT.
3. THE FIRE SPRINKLER WATER SERVICE,
RISER, BACKFLOW AND OTHER PRIMARY
EQUIPMENT FOR THIS FIRST PHASE OF
CONSTRUCTION SHALL BE DESIGNED FOR
THE ENTIRE BUILDING (ALL PHASES). THE
DESIGN SHALL CONSIDER EASE OF
EXPANSION INTO FUTURE CONSTRUCTION
PHASES.
4. ALL FIRE PROTECTION WORK SHALL BE
APPROVED BY THE AHJ (FIRE MARSHALL)
PRIOR TO THE STARTING OF ANY
PLANNING, DESIGN AND/OR
CONSTRUCTION.
A D E F G H KCB JA D E F G H KCB J
WET SYSTEM - LIGHT HAZARD
0.10 GPM/1500 SF
COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.
WET SYSTEM - ORDINARY HAZARD
0.10 GPM/1500 SF
COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.
DRY OR GLYCOL SPRINKLERS
(REQUIRED IN UNCONDITIONED SPACES SUCH AS
ATTICS AND EXTERIOR OVERHANGS
CONSTRUCTED OF COMBUSTIBLE MATERIALS)
SE
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USFS BUILDING 26 - SECOND FLOOR FIRE PROTECTION PLAN 16
F2.2 : F2.2 1/8" = 1'-0"
NORTH
F2.2
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PROJECT No 13104.00 7.14.14
6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
ARCHITII ECTSP
302.1
C
302.2
C
302.3
C
303.1
C
303.2
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: UNCONDITIONED ATTIC
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE/OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: DRY
FUTURE CONSTRUCTION PHASE:
DO NOT PROVIDE FIRE SPRINKLER COVERAGE
UNDER THIS PHASE OF CONSTRUCTION
HYDRAULIC DESIGN AREA
ALLOWABLE DESIGN: UNCONDITIONED ATTIC
LIGHT HAZARD: 0.10 GPM/1500 SF
COMBINED INSIDE/OUTSIDE HOSE ALLOWANCE:
250 GPM@60-90 MIN.
SYSTEM TYPE: DRY
POTENTIAL
FUTURE PHASE 2
(DRY) RISER
LOCATION
POTENTIAL (DRY)
FIRE RISER LOCATION
POTENTIAL (DRY)
FIRE RISER LOCATION
FUTURE AREA OF
PHASED WORK.
APPROXIMATE
CONSTRUCTION
AREA OF WORK
APPROXIMATE
CONSTRUCTION
AREA OF WORK
PLANNED CONSTRUCTION PHASES:
1. THESE CONSTRUCTION DOCUMENTS ARE
LIMITED TO THE IDENTIFIED
CONSTRUCTION AREA. THE FIRE
SPRINKLER SYSTEM TO BE INSTALLED FOR
THIS PHASE SHALL PROVIDE FULL
COVERAGE IN ACCORDANCE WITH NFPA 13
REQUIREMENTS BUT IS TO BE LIMITED TO
THE PLAN AREAS IDENTIFIED. NOTE THAT
SOME OF THE WORK REQ'D FOR THIS
PHASE OF CONSTRUCTION EXTENDS INTO
FUTURE AREAS. COORD. W/ GEN. CONT'R.
2. CONSTRUCTION AREAS INDICATED BY
"FUTURE AREA OF PHASED WORK" ARE
FOR REFERENCE ONLY AND ARE NOT PART
OF THIS CONTRACT.
3. THE FIRE SPRINKLER WATER SERVICE,
RISER, BACKFLOW AND OTHER PRIMARY
EQUIPMENT FOR THIS FIRST PHASE OF
CONSTRUCTION SHALL BE DESIGNED FOR
THE ENTIRE BUILDING (ALL PHASES). THE
DESIGN SHALL CONSIDER EASE OF
EXPANSION INTO FUTURE CONSTRUCTION
PHASES.
4. ALL FIRE PROTECTION WORK SHALL BE
APPROVED BY THE AHJ (FIRE MARSHALL)
PRIOR TO THE STARTING OF ANY
PLANNING, DESIGN AND/OR
CONSTRUCTION.
A D E F G H KCB JA D E F G H KCB J
WET SYSTEM - LIGHT HAZARD
0.10 GPM/1500 SF
COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.
WET SYSTEM - ORDINARY HAZARD
0.10 GPM/1500 SF
COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.
DRY OR GLYCOL SPRINKLERS
(REQUIRED IN UNCONDITIONED SPACES SUCH AS
ATTICS AND EXTERIOR OVERHANGS
CONSTRUCTED OF COMBUSTIBLE MATERIALS)
A T
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USFS BUILDING 26 - ATTIC PLAN FIRE PROTECTION PLAN 16
F2.2 : F2.2 1/8" = 1'-0"
NORTH
F2.3
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ISSUE DATE
REVISIONS
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PROJECT No 13104.00 7.14.14
6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
ARCHITII ECTSP
LESSTHAN 6"
ADD'L "AP" OR STANDARD
SPRINKLERS AS REQ'D
MORE
THAN 4'-0"
" M
IN
"BB"
NO ADD'L
SPRINKLER
REQ'D.
6" MIN.
4'-0" OR
LESS
" M
IN
"BB"
"SD"
'-0
" M
IN
"BB" = BACK-TO-BACK DUAL DIRECTIONAL ATTIC SPRINKLER
"SD" = SINGLE DIRECTIONAL ATTIC SPRINKLER
"HIP" = TYCO MODEL HIP ATTIC SPRINKLER
"AP" = TYCO MODEL AP (ATTIC PLUS) SPRINKLER
STD. = STANDARD SPRAY SPRINKLER
" M
A X
" M
IN
4-12
FOR ROOF PITCH LESS THAN
4:12, 12" MAX. BELOW PEAK
AND 1" MIN. BELOW BOTTOM
OF TOP CHORD OR RAFTER
"BB", "SD",
OR "HIP"
" M
IN
SCISSOR TRUSS
BOTTOM CHORD "BB" OR "SD"
6'-0" MAX. - 4'-0" MIN.
RIDGE
TRUSS
"AP" OR STD.
7'-0" MIN. FOR "AP" - 6'-0" MIN. FOR STD.
RIDGE
TRUSS
ATTIC
SPRINKLER
BRANCH
LINE
"BB", "SD"
OR "HIP"
6" MIN.
RIDGE
TRUSS
"BB" OR "HIP"
" M
A X
" M
IN
6" MAX.
6'-
0"
MAX.
"BB"
6'- 0"
MAX.
10'-0" MAX. "BB" SPAN
"AP" COVERAGE
6'- 0"
MAX.
"AP" @ 7'-0" TO
8'-0" O.C.
6'- 0"
MAX.
10'-0" MAX. "SD" SPAN
"AP" COVERAGE
4'- 0"
MIN
ADD'L "AP" OR STANDARD
SPRINKLERS AS REQ'D
BRANCH
LINE
ADD'L "AP" OR STANDARD
SPRINKLERS AS REQ'D
"AP" @ 7'-0" TO
8'-0" O.C.
NOTE:
THERE IS AN ANTIFREEZE SYSTEM REMOTE FROM THE SYSTEM RISER (SEE PLANS). MOUNT PLACARD ON THE SYSTEM RISER INDICATING: "1 REMOTE ANTIFREEZE SYSTEM". MOUNT AN ADDITIONAL PLACARD ON THE ANTIFREEZE SYSTEM MAIN VALVE INDICATING: SOLUTION, MANUFACTURER, CONCENTRATION, AND VOLUME OF ANTIFREEZE USED IN THE SYSTEM.
*-IF APPLICABLE TO PROJECT
2'-6" A.F.F.
1'-0"
A.F.F. FIN. FLR.
6' -0
M
IN
2" CLR. ALL AROUND
3 4 4
9 HEAD BOX
2" BALL
DRIP
2'-6" A.F.F.
HANGER ROD
TURN BUCKLE (AS
REQUIRED)
INSULATION
PIPE
SHEET METAL
SADDLE INSERT
CLEVIS TYPE HANGER FOR
PIPE 2" & LARGER
HANGER ROD
TURN BUCKLE
(AS REQUIRED)
INSULATION
PIPE
SHEET METAL
SADDLE INSERT
PIPE STRAP TYPE HANGER
FOR PIPE LESS THAN 2"
4-WAY ADAPTER
QUICK
CLAMP
SPRINKLER PIPE
1"Ø SCHED. 40
PIPE
CONNECT TO STRUCTURE
PER APPLICABLE PIPE
SUPPORT DETAIL
HANGER ROD SIZE
PER SCHEDULE
HANGER ROD SIZE
PER SCHEDULE
PIPE SIZE ROD SIZE
4"Ø & LESS 3
8"Ø 5, 6 & 8"Ø 10 & 12"Ø
2"Ø
8"Ø
SPRINKLER PIPE
1"Ø SCHED. 40
PIPE
QUICK
CLAMP
SUPPORT STRUCTURE
ANCHORAGE
SUPPORT STRUCTURE
F9.1 : F2.3 SCALE: NOT TO SCALE
ATTIC SPRINKLER DETAILS12
F9.1 : F2.0 SCALE: NOT TO SCALE
FIRE SERVICE RISER DETAIL16
11 2-WAY SWAY BRACE DETAIL 15 4-WAY SWAR BRACE DETAIL
14 PIPE HANGER DETAILS
F9.1: F2.0, F2.1, F2.3 SCALE: NOT TO SCALE
SCALE: NOT TO SCALESCALE: NOT TO SCALEF9.1: F2.0, F2.1, F2.3 F9.1: F2.0, F2.1, F2.3
D
ET
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F9.1
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O W
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ISSUE DATE
REVISIONS
P R
O
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C T
D R
A W
IN
G
PROJECT No 13104.00 7.14.14
6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
ARCHITII ECTSP
File details come from the government source that posted it. Updated .