HomeMy WebLinkAboutPLANS - 23-00006 - Hibbard Elemenatry - Fire SprinklerSRC
0386
0382
0382
THRUST BLOCK
CONCRETE
TURBINE WELL PUMP
30 HP VERTICAL
RUN 6" FIRE LINE TO MAIN
BUILDING. SEE SITE PLAN
FOR CONTINUATION.
2-1/2" SIAMESE FIRE
DEPT. CONNECTION
6" F
REFER TO SITE PLAN
FOR LOCATION OF
FIRE HYDRANT
RESERVOIR FILL
CONTROL PANEL
TO SPRINKLER SYSTEM
OVER BOTH PUMPS
42x42 WIDE ROOF HATCH
PUMP
ROOM EH
6
FIRE HYDRANT
SEE DETAIL E/P4.2
6"
THRUST BLOCK
CONCRETE
PANELS
FIRE PUMP CONTROL
DROP 6" FIRE LINE
UNDERGROUND AND
RUN TO FIRE HYDRANT
6x6 TEE WITH
END CAP AND
RISE TO CEILING
6" OS&Y VALVE
6x6 TEE AND RISE
VALVE
6" CHECK
6" GATE VALVE
1 HP 480/60/3
JOCKEY PUMP
SEE SPEC'S.
CONNECT TO FLOATS
6" SOLENOID VALVE
IN STORAGE TANK TURBINE FIRE PUMP
50 HP VERTICAL
AIR RELEASE VALVE
NEW STORAGE
BUILDING VERTICAL TURBINE FIRE PUMP
50 HP, 480/60/3, 525 GPM AND
95 PSI DISCHARGE PRESSURE
(220' TOTAL DYNAMIC HEAD)
PANEL IN STOR. BUILDING
CONDUIT AND WIRE WITH
BY DIVISION 16 ELECT.
SEAL-OFF TO CONTROL
EXTENSION TO
30"Ø MANHOLE
FINISHED GRADE
PEA GRAVEL
6" VENT
BEYOND 6" CW FILL
LINE FROM
FIRE WELL DISCHARGE TO 6"
PIPING TO BUILDING
FIRE SPRINKLERS,
FIRE HYDRANT AND
2-1/2" SIAMESE FIRE
DEPT. HOSE CONNECTION
GEOTEXTILE MAT
FLOOR LEVEL
FILL
STOP
FILL ON
FLOAT
FLOAT
ALARM
FLOAT
LANDSCAPE PUMP
IN TANK BY OTHERS
FIRE SPRINKLER RESERVOIR
DARCO 15,000 GALLON FIBERGLASS
10' Ø x 26'-6" LONG UNDERGROUND
12"
12"
12"
ACCESS
MANHOLE
SPLICE
BOX
MANHOLE EXTENSION
THRU MECHANICAL
ROOM FLOOR W/ PUMP
MOUNTING PLATFORM
6" VENT
PUMP
IMPELLERS
SCREENED INTAKE
INTAKE SUMP
10"Ø CONNECTION PIPE
TO SECOND PIPE
ANCHOR ON EACH SIDE OF TANK, PULLED TIGHT
OF TANK, LOOPED AROUND DEADMAN CONCRETE
INSTALL 1/2" GALVANIZED CABLE OVER TOP
AND SECURED TO ITSELF WITH 3 CABLE CLAMPS
AS RECOMMENDED BY PER TANK MANUFACTURER
RUNNING ENTIRE LENGTH OF SLAB. LOCATE
CONCRETE DEADMAN ANCHOR WITH 3 #5 REBAR
INSTALL 12" THICK x 24" WIDE x 28' LONG
ON EACH SIDE OF TANK 24" OUT FROM SIDE
AS RECOMMENDED BY TANK MANUFACTURER
60 PSI DISCHARGE PRESSURE,
30 HP, 480/60/3, 360 GPM,
VERTICAL TURBINE WELL PUMP
DISCHARGE TO 6"
PIPING TO FIRE
SPRINKLER RESERVOIR
FIRE WELL CASING
DROP PIPE
5'
-
0
"
M
A
X
I
M
U
M
12
"
10
'
-
0
"
12
"
4'
-
0
"
3'
-
0
"
IDAHO STATE FIRE MARSHAL'S OFFICE
FIRE SPRINKLER PLAN REVIEW
ACCEPTED
01/23/2023
S301
S302
S303
S304
S305
0402
0407
0401
0409
0367
0372
0399
0411
0397
0413
0395
0415
0379
0378
0394 0427
0417
0426
0418
0381 0388 0389
S601
S602
S603
S604
S605 S606
S607
S608
S609
S610
0011
0015
0016
0017
0019
1534
0088
0005
0087
1535
0057
0085
0056
0070
0084
0067
0045
0044
0041
0091
8 6 24 0 8 16 24
8 6 24 0 8 16 24
Design Area Density:
Calculations using Method
Occupancy Classification:
Design Area System
Additional Outside Hose:
Design Area Size:
Notes:
3 Wet
CAFETERIA
Demand Hazen-Williams
LIGHT
.1
100
1506
This system as shown on company print no dated
for at
contract no is designed to discharge at a rate of
a maximum area of when supplied with water at a rate of
Occupancy classification:
Commodity classification:
Maximum storage height:
Storage arrangement:
Number of heads flowing:
System Type:
Maximum velocity:
Flow from In-Rack sprinklers:
Flow from Overhead sprinklers:
Flow from Inside Hoses:
Flow from Outside Hoses:
Other fixed flows:
Total flow in system piping:
Additional flow at/beyond source:
Total of all flows:
Calculation results for Design Area
gpm/ft² (L/min/m²) of floor area over
-
Surplus Pressure at Source:
Pressure Required at Source:
Pressure Available at Source:
at at the base of the riser.
Hose stream allowance of is included in the above.
3 CAFETERIA
PHOENIX FIRE PROTECTION 7.20.22
HIBBARD ELEMENTARY SCHOOL ADDITION2413 N 3000 W
22-217 0.1
1506 ft²208.8 gpm 55.5 psi
LIGHT 5
Wet
18.33 ft/s
0 gpm
208.8 gpm
0 gpm
0 gpm
0 gpm
208.8 gpm
100 gpm
308.8 gpm
55.5 psi
103.9 psi
48.4 psi
Design Area Density:
Calculations using Method
Occupancy Classification:
Design Area System
Additional Outside Hose:
Design Area Size:
Notes:
6 Wet
KITCHEN
Demand Hazen-Williams
OG1
.15
250
1041
AREA MODIIFED PER NFPA 13 2019, 19.3.3.2.3.1
This system as shown on company print no dated
for at
contract no is designed to discharge at a rate of
a maximum area of when supplied with water at a rate of
Occupancy classification:
Commodity classification:
Maximum storage height:
Storage arrangement:
Number of heads flowing:
System Type:
Maximum velocity:
Flow from In-Rack sprinklers:
Flow from Overhead sprinklers:
Flow from Inside Hoses:
Flow from Outside Hoses:
Other fixed flows:
Total flow in system piping:
Additional flow at/beyond source:
Total of all flows:
Calculation results for Design Area
gpm/ft² (L/min/m²) of floor area over
-
Surplus Pressure at Source:
Pressure Required at Source:
Pressure Available at Source:
at at the base of the riser.
Hose stream allowance of is included in the above.
6 KITCHEN
PHOENIX FIRE PROTECTION 7.20.22
HIBBARD ELEMENTARY SCHOOL ADDITION2413 N 3000 W
22-217 0.15
1041 ft²407.7 gpm 70.6 psi
OG1 10
Wet
35.8 ft/s
0 gpm
407.7 gpm
0 gpm
0 gpm
0 gpm
407.7 gpm
250 gpm
657.7 gpm
70.6 psi
73.2 psi
2.6 psi
3/8" = 1'-0"
RISER DETAIL
IDAHO STATE FIRE MARSHAL'S OFFICE
FIRE SPRINKLER PLAN REVIEW
ACCEPTED
01/23/2023
0027
0029
0030
0655
0652
0649
0645
0642
0659
0709
0076
0606
0367
0572
0576
0583
0584
0587
0590
0593
0596
0601
0619
0614
0620
0078
0080
1145 1144
1114 1112
1110
1107
0654
8 6 24 0 8 16 24
IDAHO STATE FIRE MARSHAL'S OFFICE
FIRE SPRINKLER PLAN REVIEW
ACCEPTED
01/23/2023
S101
S102
S103
S104S201
S202
S203
S204
S205
0012
0009
0007 0006
1469
0003 0002
1466
0001
0050
0049
1462
0048
1459
0027
1455
0029
0030
0031
0642
0033
0034
0654
8 6 24 0 8 16 24
Design Area Density:
Calculations using Method
Occupancy Classification:
Design Area System
Additional Outside Hose:
Design Area Size:
Notes:
1 Wet
CLASSROOM
Demand Hazen-Williams
LIGHT
.1
100
966
AREA MODIFIED PER NFPA 13 19.3.3.2.3.1
Design Area Density:
Calculations using Method
Occupancy Classification:
Design Area System
Additional Outside Hose:
Design Area Size:
Notes:
2 Wet
CORRIDOR
Demand Hazen-Williams
LIGHT
.1
100
AREA MODIFIED PER NFPA 13 19.3.3.3.6
This system as shown on company print no dated
for at
contract no is designed to discharge at a rate of
a maximum area of when supplied with water at a rate of
Occupancy classification:
Commodity classification:
Maximum storage height:
Storage arrangement:
Number of heads flowing:
System Type:
Maximum velocity:
Flow from In-Rack sprinklers:
Flow from Overhead sprinklers:
Flow from Inside Hoses:
Flow from Outside Hoses:
Other fixed flows:
Total flow in system piping:
Additional flow at/beyond source:
Total of all flows:
Calculation results for Design Area
gpm/ft² (L/min/m²) of floor area over
-
Surplus Pressure at Source:
Pressure Required at Source:
Pressure Available at Source:
at at the base of the riser.
Hose stream allowance of is included in the above.
1 CLASSROOM
PHOENIX FIRE PROTECTION 7.20.22
HIBBARD ELEMENTARY SCHOOL ADDITION2413 N 3000 W
22-217 0.1
966 ft²161.1 gpm 71.7 psi
LIGHT 4
Wet
15.04 ft/s
0 gpm
161.1 gpm
0 gpm
0 gpm
0 gpm
161.1 gpm
100 gpm
261.1 gpm
71.7 psi
106.6 psi
34.9 psi
This system as shown on company print no dated
for at
contract no is designed to discharge at a rate of
a maximum area of when supplied with water at a rate of
Occupancy classification:
Commodity classification:
Maximum storage height:
Storage arrangement:
Number of heads flowing:
System Type:
Maximum velocity:
Flow from In-Rack sprinklers:
Flow from Overhead sprinklers:
Flow from Inside Hoses:
Flow from Outside Hoses:
Other fixed flows:
Total flow in system piping:
Additional flow at/beyond source:
Total of all flows:
Calculation results for Design Area
gpm/ft² (L/min/m²) of floor area over
-
Surplus Pressure at Source:
Pressure Required at Source:
Pressure Available at Source:
at at the base of the riser.
Hose stream allowance of is included in the above.
2 CORRIDOR
PHOENIX FIRE PROTECTION 7.20.22
HIBBARD ELEMENTARY SCHOOL ADDITION2413 N 3000 W
22-217 0.1
2000 ft²204.2 gpm 97.2 psi
LIGHT 5
Wet
17.93 ft/s
0 gpm
204.2 gpm
0 gpm
0 gpm
0 gpm
204.2 gpm
100 gpm
304.2 gpm
97.2 psi
104.2 psi
7 psi
IDAHO STATE FIRE MARSHAL'S OFFICE
FIRE SPRINKLER PLAN REVIEW
ACCEPTED
01/23/2023
0069
0071
0075
0076
0619
0620
0078
0080
0107
0105
0102
0101
0099
0096
8 6 24 0 8 16 24 IDAHO STATE FIRE MARSHAL'S OFFICE
FIRE SPRINKLER PLAN REVIEW
ACCEPTED
01/23/2023
S401
S402
S403
S404
S405
S406
S407
0316
0313 0312
0245 0244
0241
8 6 24 0 8 16 24
Design Area Density:
Calculations using Method
Occupancy Classification:
Design Area System
Additional Outside Hose:
Design Area Size:
Notes:
4 Wet
MECHANICAL MEZZANINE
Demand Hazen-Williams
LIGHT
.1
100
1031
MODIFIED PER NFPA 13 2019, 19.3.3.2.3.1
This system as shown on company print no dated
for at
contract no is designed to discharge at a rate of
a maximum area of when supplied with water at a rate of
Occupancy classification:
Commodity classification:
Maximum storage height:
Storage arrangement:
Number of heads flowing:
System Type:
Maximum velocity:
Flow from In-Rack sprinklers:
Flow from Overhead sprinklers:
Flow from Inside Hoses:
Flow from Outside Hoses:
Other fixed flows:
Total flow in system piping:
Additional flow at/beyond source:
Total of all flows:
Calculation results for Design Area
gpm/ft² (L/min/m²) of floor area over
-
Surplus Pressure at Source:
Pressure Required at Source:
Pressure Available at Source:
at at the base of the riser.
Hose stream allowance of is included in the above.
4 MECHANICAL MEZZANINE
PHOENIX FIRE PROTECTION 7.20.22
HIBBARD ELEMENTARY SCHOOL ADDITION2413 N 3000 W
22-217 0.1
1031 ft²187.5 gpm 99.9 psi
LIGHT 7
Wet
17.27 ft/s
0 gpm
187.5 gpm
0 gpm
0 gpm
0 gpm
187.5 gpm
100 gpm
287.5 gpm
99.9 psi
105.2 psi
5.3 psi
IDAHO STATE FIRE MARSHAL'S OFFICE
FIRE SPRINKLER PLAN REVIEW
ACCEPTED
01/23/2023
S501
S502
S503
S504
S505
1294
1289
0327
8 6 24 0 8 16 24
Design Area Density:
Calculations using Method
Occupancy Classification:
Design Area System
Additional Outside Hose:
Design Area Size:
Notes:
5 Wet
MECHANICAL MEZZANINE
Demand Hazen-Williams
LIGHT
.1
100
MODIFIED PER NFPA 13 2019, 19.3.3.3.6
This system as shown on company print no dated
for at
contract no is designed to discharge at a rate of
a maximum area of when supplied with water at a rate of
Occupancy classification:
Commodity classification:
Maximum storage height:
Storage arrangement:
Number of heads flowing:
System Type:
Maximum velocity:
Flow from In-Rack sprinklers:
Flow from Overhead sprinklers:
Flow from Inside Hoses:
Flow from Outside Hoses:
Other fixed flows:
Total flow in system piping:
Additional flow at/beyond source:
Total of all flows:
Calculation results for Design Area
gpm/ft² (L/min/m²) of floor area over
-
Surplus Pressure at Source:
Pressure Required at Source:
Pressure Available at Source:
at at the base of the riser.
Hose stream allowance of is included in the above.
5 MECHANICAL MEZZANINE
PHOENIX FIRE PROTECTION 7.20.22
HIBBARD ELEMENTARY SCHOOL ADDITION2413 N 3000 W
22-217 0.1
1125 ft²128.6 gpm 93.2 psi
LIGHT 5
Wet
25.27 ft/s
0 gpm
128.6 gpm
0 gpm
0 gpm
0 gpm
128.6 gpm
100 gpm
228.6 gpm
93.2 psi
108.2 psi
15 psi
IDAHO STATE FIRE MARSHAL'S OFFICE
FIRE SPRINKLER PLAN REVIEW
ACCEPTED
01/23/2023
8 6 24 0 8 16 24
8 6 24 0 8 16 24
8 6 24 0 8 16 24
8 6 24 0 8 16 24
IDAHO STATE FIRE MARSHAL'S OFFICE
FIRE SPRINKLER PLAN REVIEW
ACCEPTED
01/23/2023