HomeMy WebLinkAboutFS PLANS - 22-00818 - BYUI McKay - Library RemodelTHIS AUTOMATIC SPRINKLER SYSTEM IS SIZED BASED ON HYDRAULIC CALCULATIONS IN ACCORDANCE
WITH THE REQUIREMENTS OF NFPA 13 2019 EDITION DENSITY AREA METHOD. FIRE SPRINKLER SYSTEM
IN AREA OF WORK IS DESIGNED TO , LIGHT HAZARD OCCUPANCIES. PERMISSIBLE DECREASES AND
REQUIRED INCREASES FROM NFPA 13 HAVE BEEN APPLIED TO DESIGN AREA .
WATER SUPPLY DATA:
STATIC PRESSURE: 99
RESIDUAL PRESSURE: 120
FLOW: 1850
DATE: 12/15/2021
SOURCE: 3-D FIRE PROTECTION
SYSTEM DESIGN NOTES
1. SYSTEM DESIGN, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH NFPA 13 (2019 EDITION)
AND LOCAL FIRE AUTHORITY.
2. ALL MATERIAL AND DEVICES TO BE U.L. LISTED AND/OR F.M. APPROVED FOR FIRE SPRINKLER USE.
3. ALL 1" SYSTEM PIPING SHALL BE SCHEDULE 40 BLACK PIPE WITH THREADED CI FITTINGS.
4. ALL SYSTEM PIPING 1¼" AND LARGER SHALL BE SCHEDULE 40 BLACK PIPE WITH GROOVED FITTINGS &
GROOVED RIGID COUPLINGS.
5. PIPE SHALL BE MANUFACTURED TO MEET ASTM A135 STANDARDS. CRR VALUE = 1.0 OR GREATER
6. ALL HANGERS SHALL BE DESIGNED, SPACED AND INSTALLED AS PER NFPA-13, 2019 EDITION,
CHAPTER-18. MAX LENGTH OF UNSUPPORTED ARMOVERS SHALL BE 24" (PRESSURE LESS THAN 100 PSI).
7. SPRINKLERS LOCATED IN ACOUSTICAL GRID CEILINGS SHALL BE INSTALLED CENTER OF TILE OR
QUARTER POINTS.
8. ALL ALARM SYSTEM WIRING AND INSTALLATION IS BY OTHERS. 24 HOUR SUPERVISION TO BE PROVIDED
BY OTHERS.
9. PAINTING, WIRING, FIRE EXTINGUISHERS, HYDRANTS, THRUST BLOCKING, CITY WATER CONNECTION,
EXCAVATION, BACKFILLING AND SYSTEM MONITORING SHALL BE PROVIDED BY OTHERS.
10. FLUSHING AND TESTING OF UNDERGROUND PIPING SHALL BE COMPLETED BY THE INSTALLING
CONTRACTOR BEFORE CONNECTION TO THE FIRE SPRINKLER SYSTEM.
11. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE FIRE STOPPED. FIRE STOPPING
MATERIAL SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTION BY OTHERS.
12. HYDRAULIC PLACARD SHALL BE POSTED ON RISER.
13. BUILDING OWNER SHALL BE RESPONSIBLE FOR ADEQUATE HEAT (40ºF AND ABOVE) IN ALL WET PIPE
AREAS TO PREVENT SPRINKLER SYSTEM FROM FREEZING.
BUILDING DETAILS
SCOPE OF WORK
GENERAL NOTES
- BUILDING STRUCTURE AND CONSTRUCTION CONSISTS OF:
-CONCRETE FOUNDATION/FLOOR
-STEEL WALLS
-SHEETROCK INTERIOR WALLS
-STEEL BEAMS
- TOTAL SQUARE FOOTAGE:
SCOPE OF WORK: 10,000 FT²
- BUILDING CODE CLASSIFICATION
- OCCUPANCY - OFFICE/CLASSROOMS
- CONSTRUCTION TYPE - STEEL, CONCRETE
EXISTING RISER HYDRAULIC CALCULATIONS
BYU-I McKAY LIBRARY BASEMENT: RELOCATE FIRE SPRINKLERS TO ACCOMMODATE A NEW CEILING
LAYOUT. EXISTING FIRE SPRINKLER SYSTEM IS HYDRAULICALLY DESIGNED TO PROTECT A HAZARD
CLASSIFICATION OF LIGHT HAZARD. NO CHANGES TO HAZARD CLASSIFICATION WILL OCCUR AS PART OF
THIS TENANT IMPROVEMENT. EXISTING FIRE SPRINKLER RISERS, MAINS AND BRANCH LINES WILL BE
DEMOLISHED AND RETURNED LIKE FOR LIKE OR UPSIZED AND WILL BE USED TO SUPPLY RELOCATED
FIRE SPRINKLERS. EXISTING FIRE SYSTEM HAS ALREADY BEEN HYDRAULICALLY PROVEN TO PROTECT
THE HAZARD CLASSIFICATION PRESENT. NEW CEILINGS WILL BE LOWER THAN ORIGINAL DESIGN
THEREFORE THE REMOTE AREA WILL BE SMALLER AND HAVE A LOWER HYDRAULIC DEMAND. NO
ADDITIONAL HYDRAULIC CALCULATIONS SHOULD BE REQUIRED. ADDITIONALLY VICTAULIC VS2 DROPS
WILL BE USED WITH NO ADDITION HYDRAULIC LOSS. SYSTEM DESIGN SHALL BE IN ACCORDANCE WITH
NFPA 13 2019 EDITION AND LOCAL AUTHORITY.
DESIGNED BY:
JASON BLATTER
208-881-5439 - OFFICE
3196 SPITFIRE ST
IDAHO FALLS, ID
AUTHORITY HAVING JURISDICTION:
REXBURG FIRE MARSHAL
26 N. CENTER
REXBURG, ID 83440
208-359-3010
GENERAL CONTRACTOR:
BIG-D CONSTRUCTION
Sprinkler Legend
Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note
Generic 49 5.6 Pendent ½Quick Chrome 155°F
Total = 49
FP-01
Idaho Falls, ID
10/03/24PRINT DATE
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DESCRIPTIONNO.DATE
FOR APPROVAL10/03/24
REVISIONS
OWNERSHIP OF DOCUMENTS
ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT
OF 3-D FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE
FOR THIS PROJECT ONLY AND SHALL REMAIN THE PROPERTY
OF 3-D WHETHER THE PROJECT IS COMPLETED OR NOT. REUSE
OF ANY OF THE INSTRUMENTS OF SERVICE, BY THE OWNER OREXTENSIONS OF THE PROJECT WITHOUT WRITTENPERMISSION OF 3-D SHALL BE AT THE OWNER'S RISK AND THE
OWNER AGREES TO DEFEND, INDEMNIFY, AND HOLD
HARMLESS 3-D FROM ALL CLAIMS, DAMAGES, AND EXPENSES
INCLUDING ATTORNEYS' FEES ARISING OUT OF UNAUTHORIZED
REUSE OF THE INSTRUMENTS OF SERVICE BY THE OWNER OR
BY OTHERS ACTING THROUGH THE OWNER
DRAWN BY
4C0189
Jason Blatter
3-D FIRE PROJECT NUMBER
Jason.Blatter@3Dfire.us
Tel. 208-881-5439
FREEZING CONDITIONS
IN LOCATIONS SUBJECT TO FREEZING CONDITIONS,
IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT ANDADEQUATE INSULATION THROUGHOUT WET PIPE SPRINKLERSYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE ANDOTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO
SPRINKLER SYSTEMS.
I have reviewed these plans and
certify that they comply with the
adopted NFPA standards.
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3196 SPITFIRE ST
8142
SCALE 1/8" = 1'-0"
0
8142
SCALE 1/8" = 1'-0"
0
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AREA OF WORK
4"
8"
DIAMETER
1.442
1"
M
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MAX HANGER
2.067
NOMINAL
2"
SCHEDULE 40 PIPE
11.78 lbs/ft
KWIK BOLT ANCHOR
PIPE
ALL THREAD ROD
SWIVEL RING
CONCRETE DECK
KWIK BOLT ANCHOR
5.89 lbs/ft
1¼"
FLEXIBLE DROP TO SPRINKLER
(IN.)
SCHEDULE 10 PIPE
1"
15'-0
1/2" BALL VALVE
15'-0
6"
STEEL PIPE DIMENSION TABLE
8.249
SUPPORTED
HANGER SPACING - STEEL PIPE
4"
15'-0
1.610
1.049
BRANCHLINE
CEILING
6.065
7.94 lbs/ft
INSTALL SPRINKLER 1"-12" BELOW DECK
POWDER DRIVEN STUD
POWDER DRIVEN STUD
PIPE
ALL THREAD ROD
SWIVEL RING
CONCRETE DECK
ROD COUPLING
4" (Sch 10)
2 1/2" (Sch 10)
CONCEALED SPRINKLER
UPRIGHT SPRINKLER
INSIDENOMINAL
WET SYSTEM AIR VENT
BRANCHLINE
UPRIGHT SPRINKLER
3.260
6.357
(IN.)
23.03 lbs/ft
2.93 lbs/ft
SPACING
FLEXIBLE DROP
1/2" X 0-3 NIPPLE
15'-0
12'-0
1½"
1.097
1.682
HILTI DROP IN ANCHOR
HILTI HDI (DRILLED)
PIPE
ALL THREAD ROD
SWIVEL RING
CONCRETE DECK
2.469
DIAMETER
4.22 lbs/ft 2"
3.068
PIPE SIZE
FILLED PIPE
1 1/2" (Sch 10)
1" (Sch 40)
WELDED OUTLET
3"15'-0
15'-0
SIZE OF PIPE
MOUNTING BRACKET
2.635
WEIGHT OF WATER
6"
6" (Sch 10)
1½"
4 WAY RISER BRACE DETAIL
"FAST CLAMP"
RISER PIPE
CONCRETE WALL
TOLCO FIG 1000
1" SCH.40 PIPE
TOLCO FIG 980
KWIK BOLT ANCHOR
(IN.)
UPRIGHT SPRINKLER DETAIL
1" SCH.40 PIPE
2.157
INSIDE
3" (Sch 10)
2" (Sch 10)
SPRINKLER
CENTER OF TILE
1" X 1/2" ELBOW
PIPE SIZE
3"
7.981
1.380
4.260
8"
UPRIGHT SPRINKLER DETAIL
CEILING
12'-0
1/2" X 0-3 NIPPLE
HILTI HDI ANCHOR
PIPE
SWIVEL RING
ALL THREAD ROD
OFFSET EYELET
BOLT & WASHER
2/
3
HDI ANCHOR
( CONCRETE TWIN TEE )
HILTI KH-EZ ANCHOR
ALL THREAD ROD
CONCRETE DECK
PIPE
KH-EZ SCREW ANCHOR
SWIVEL RING
1¼"
2½"
1/2" PLUG
BRANCHLINE PIPING
(IN.)
3.04 lbs/ft
1"
2½"
2.05 lbs/ft
4.026
1 1/4" (Sch 40)
12
"
M
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1/2" 90º ELBOW
NOTE:
56" FLEXIBLE DROP LENGTH
VS2 VICTAULIC
MAX NUMBER OF 90 DEGREE
BENDS = 4
MIN RADIUS = 2" (UL)
EQUIVALENT LENGTH 0
NOTE: A SINGLE AIR VENT SHALL BE
LOCATED NEAR A HIGH POINT IN THE
SYSTEM.
BASEMENT DEMOLITION PLAN
SPRINKLER AND HANGING DETAIL
NO SCALE
IDAHO STATE FIRE MARSHAL'S OFFICE
FIRE SPRINKLER PLAN REVIEW
ACCEPTED
10/28/2024WITH COMMEN
T
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When a system modification affects more than 20 sprinklers,
the new portion should be isolated and tested at not less than
200 psi for 2 hours. (NFPA 13, 29.7.1.1)
No RED on drawings. Red is reserved for markups only.
Sprinkler Legend
Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note Note2
Victaulic V3204 VS2 48 5.6 Concealed Pendent 1 Quick Brass 155°F NO HYDRAULIC LOSS PER CUT SHEET
Total = 48
FP-02
Idaho Falls, ID
10/03/24PRINT DATE
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DESCRIPTIONNO.DATE
FOR APPROVAL10/03/24
REVISIONS
OWNERSHIP OF DOCUMENTS
ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT
OF 3-D FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE
FOR THIS PROJECT ONLY AND SHALL REMAIN THE PROPERTY
OF 3-D WHETHER THE PROJECT IS COMPLETED OR NOT. REUSE
OF ANY OF THE INSTRUMENTS OF SERVICE, BY THE OWNER OREXTENSIONS OF THE PROJECT WITHOUT WRITTENPERMISSION OF 3-D SHALL BE AT THE OWNER'S RISK AND THE
OWNER AGREES TO DEFEND, INDEMNIFY, AND HOLD
HARMLESS 3-D FROM ALL CLAIMS, DAMAGES, AND EXPENSES
INCLUDING ATTORNEYS' FEES ARISING OUT OF UNAUTHORIZED
REUSE OF THE INSTRUMENTS OF SERVICE BY THE OWNER OR
BY OTHERS ACTING THROUGH THE OWNER
DRAWN BY
4C0189
Jason Blatter
3-D FIRE PROJECT NUMBER
Jason.Blatter@3Dfire.us
Tel. 208-881-5439
FREEZING CONDITIONS
IN LOCATIONS SUBJECT TO FREEZING CONDITIONS,
IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT ANDADEQUATE INSULATION THROUGHOUT WET PIPE SPRINKLERSYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE ANDOTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO
SPRINKLER SYSTEMS.
OTHERSUBMITTALAS-BUILT
I have reviewed these plans and
certify that they comply with the
adopted NFPA standards.
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3196 SPITFIRE ST
8142
SCALE 1/8" = 1'-0"
0
8142
SCALE 1/8" = 1'-0"
0
2½"
WELDED OUTLET
1/2" BALL VALVE
2.93 lbs/ft
15'-0
1.610
6" (Sch 10)
1.09712'-0
2.469
3" (Sch 10)
SPRINKLER
SCHEDULE 10 PIPEFILLED PIPE
PIPE SIZE
UPRIGHT SPRINKLER
(IN.)
1 1/4" (Sch 40)
4.260
SUPPORTED
4"
6"
CEILING
SCHEDULE 40 PIPE
11.78 lbs/ft
FLEXIBLE DROP TO SPRINKLER
1" SCH.40 PIPE
1¼"
1/2" PLUG
2"
3.04 lbs/ft
15'-0
7.98115'-0
BRANCHLINE
CEILING
DIAMETER
15'-0
2.067
4" (Sch 10)
2.157
INSIDE
BRANCHLINE PIPING
WET SYSTEM AIR VENT
(IN.)
1 1/2" (Sch 10)
3.2603"
4"
2.635
1/2" X 0-3 NIPPLE
WEIGHT OF WATER
1½"
1¼"
UPRIGHT SPRINKLER DETAIL
UPRIGHT SPRINKLER
4.22 lbs/ft
NOMINAL
BRANCHLINE
4.026
SPACING
FLEXIBLE DROP
STEEL PIPE DIMENSION TABLE
15'-0
1.049
MAX HANGER
1.682
DIAMETER
(IN.)
2" (Sch 10)
CENTER OF TILE
PIPE SIZE
1"
3"
12
"
M
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8.249
1/2" 90º ELBOW
HANGER SPACING - STEEL PIPE
UPRIGHT SPRINKLER DETAIL
8"
1½"
INSTALL SPRINKLER 1"-12" BELOW DECK
1/2" X 0-3 NIPPLE
5.89 lbs/ft 2½"
3.068
1" X 1/2" ELBOW
2.05 lbs/ft
15'-0
1.380
SIZE OF PIPE
MOUNTING BRACKET
1.442
12'-0
NOMINAL
(IN.)
2 1/2" (Sch 10)
CONCEALED SPRINKLER
INSIDE
1"
1" (Sch 40)
6.357
23.03 lbs/ft
6"
8"
1"
M
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6.065
7.94 lbs/ft
2"
HILTI HDI ANCHOR
PIPE
SWIVEL RING
ALL THREAD ROD
OFFSET EYELET
BOLT & WASHER
2/
3
HDI ANCHOR
( CONCRETE TWIN TEE )
HILTI DROP IN ANCHOR
HILTI HDI (DRILLED)
PIPE
ALL THREAD ROD
SWIVEL RING
CONCRETE DECK
KWIK BOLT ANCHOR
PIPE
ALL THREAD ROD
SWIVEL RING
CONCRETE DECK
KWIK BOLT ANCHOR
4 WAY RISER BRACE DETAIL
"FAST CLAMP"
RISER PIPE
CONCRETE WALL
TOLCO FIG 1000
1" SCH.40 PIPE
TOLCO FIG 980
KWIK BOLT ANCHOR
POWDER DRIVEN STUD
POWDER DRIVEN STUD
PIPE
ALL THREAD ROD
SWIVEL RING
CONCRETE DECK
ROD COUPLING
HILTI KH-EZ ANCHOR
ALL THREAD ROD
CONCRETE DECK
PIPE
KH-EZ SCREW ANCHOR
SWIVEL RING
NOTE: A SINGLE AIR VENT SHALL BE
LOCATED NEAR A HIGH POINT IN THE
SYSTEM.
NOTE:
56" FLEXIBLE DROP LENGTH
VS2 VICTAULIC
MAX NUMBER OF 90 DEGREE
BENDS = 4
MIN RADIUS = 2" (UL)
EQUIVALENT LENGTH 0
BASEMENT REINSTALLATION PLAN
SPRINKLER AND HANGING DETAIL
NO SCALE
IDAHO STATE FIRE MARSHAL'S OFFICE
FIRE SPRINKLER PLAN REVIEW
ACCEPTED
10/28/2024WITH COMMEN
T
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