HomeMy WebLinkAboutBLD-19-6230ELECTRIC BELL - LOCATION
TO BE DETERMINED
FDC - LOCATION TO
BE DETERMINED
IGnte A2360
Source Information
Date of Flow Test 1 Info: 01/1712018
Location of flow test data
Source of flow test data
Municipal
Source Data Points Pump Data Points
Pressure I Flow Pressure I Flow
64.00 0.00
58.00 1210.00
MAIN FLOOR PLAN
TOLCO FIG.
909 OR 910 ° \—TOLCO FIG. TOLCO FIG.
+ 909 OR 910 + 909 OR 910
TOLCO FIG.
909 OR 908 0
TOLCO FIG. 1000
\-TOLCO FIG. 1000 (2) FAST CLAMP
FAST CLAMP
TOLCO FIG. 1000
PIPE CLAMP (TOLCO FIG. 4A) LATERAL (TRANSVERSE) BRACE FASTCLAMP RISER BRACE
USED IN LONGITUDINAL BRACE
(OPTIONAL METHOD)
CM cm
TOLCO FIG. 13" --TOLCO FIG.
LATERAL (TRANSVERSE) 909 OR 910BRACE 909 OR 910
TOLCO FIG. 1000LEAF SPRING TOLCO FIG. 1—TOLCO FIG. 907
CONFIGURATION AND
TOLCO ORIENTATION BEFORE
FIG. 1000 NUTS ARE TIGHTENED MAX
FAST CLAMP
LEAF SPRING LONGITUDINALM WAY BRACE
SHOWN FLAT
(OPTIONAL METHOD)
TOLCO
BAND HANGER
NOTE: TO ASSURE ® TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY
MINIMUM REQUIRED WITH TOLCO BAND HANGERS FIG. 200, 2NFPA,
TORQUE -TIGHTEN HEX TO RESTRICT UPWARD MOVEMENT OF PIPE WITHIN
NUTS UNTIL LEAF THE HANGER AS IT OCCURS DURING SPRINKLER
SPRING IS FLAT HEAD ACTIVATION OR EQRTHQUAKE TYPE ACTIVITY
Note:
O Tolco Fig. 1000 Fast Clamps Underwriters Laboratories Listed, �¢1 TOLCO FIG. 25 SURGE RESTRAINER
Must Be Used With Tolco U.L. Listed Attachments TYPE 1- FOR USE WITH 1" AND 1 1/4" PIPE AND HANGER.
lurpjl TYPE 2- FOR USE WITH 1 1/2" AND 2" PIPE AND HANGER
Q Provide Tolco Restraints Or Approved Equal As Required.
cFl.qMlr. RFGTRAWT C:nMPnNFNTS (TYPICAL APPLICATIONS)
NOT TO SCALE
Design Area 2 Dry System
Ulain Floor
Demand Calculations using Hazen-VA!iams Method
Design Area Size: 2020
Notes: NFPA 13 23.4.4.2
CEILING
- Attic
This system as shown on
B,
A
at 88 RT28
'r
contract no is designed to discharge at a rate of 0.1 gpm/ftz (Umin/m2) of floor area over
LESS THAN 1'-6"
off
SPRINKLER A
10-6" TO X-0"
i"
—►
3'-0" TO 4'-0"
311
Occupancy classification: Light Hazard
4'-0" TO 41-6"
5T'
41-6" TO 6'-0tt
Ott
SOFFIT/LIGHT
6'-0" TO 69-6"
9"
Maximum velocity: 11.08 ft/s
6,-0,t TOT -0„
lift
Storage arrangement:
OVER T-0"
1411
RESIDENTIAL PENDENT
Flow from In -Rack sprinklers:
0 gpm
NOTE:
Flow from Overhead sprinklers:
1) PENDENTS 16'x 16' MAX, TISW'S 16'x 16' MAX SPRINKLER SPACING
Pressure Available at Source: 63.4 psi
Flow from inside Hoses:
0 gpm
2) 8' MINIMUM SPRINKLER SPACING
Flow from Outside Hoses:
HANGER DETAIL
- - Wood Joist Member
Wood Joist Member
3/8" Hangemaie
3B" Hangermate
3
_ 3/8" A.T.Rod /8" A.T.Rod
H
Hanger Ring anger Ring
Sprinkler Pipe - Sprinkler Pipe
A TTI C PLAN
Calculation results for Design Area 1
- Attic
This system as shown on
company print no dated
for Yarmouth Apartments - Clubhouse
at 88 RT28
contract no is designed to discharge at a rate of 0.1 gpm/ftz (Umin/m2) of floor area over
a maximum area of 735 ftZ when supplied with water at a rate of 236.5 qpm at 54.4 psi at the base of the riser.
Hose stream allowance of is included in the above.
Occupancy classification: Light Hazard
Number of heads flowing: 9
Commodity classification:
System Type: Dry
Maximum storage height:
Maximum velocity: 11.08 ft/s
Storage arrangement:
Flow from In -Rack sprinklers:
0 gpm
Pressure Required at Source: 54.4 psi
Flow from Overhead sprinklers:
236.5 gpm
Pressure Available at Source: 63.4 psi
Flow from inside Hoses:
0 gpm
Surplus Pressure at Source: 9 psi
Flow from Outside Hoses:
0 gpm
Other fixed flows: -
0 qpm
Total flow in system piping:
236.5 gpm
Additional flow at/beyond source:
100 qpm
Total of all flows:
336.5 gpm
Calculation results for Design Area 2
- Main Floor
This system as shown on
company print no dated
for Yarmouth Apartments - Clubhouse
at 88 RT28
contract no is designed to discharge at a rate of 0.1 gpm/ft' (Umin/m2) of floor area over
a maximum area of 1500 ftz when supplied with water at a rate of 421.3 qpm at 57.6 psi at the base of the riser.
Hose stream allowance of
is included in the above.
Occupancy classification: Light Hazard
Number of heads flowing: 19
Commodity classification:
System Type: Dry
Maximum storage height:
Maximum velocity: 17.99 ft/s
Storage arrangement:
Flow from In -Rack sprinklers:
0 gpm
Pressure Required at Source: 57.6 psi
Flow from Overhead sprinklers:
421.3 gpm
Pressure Available at Source: 62.7 psi
Flow from Inside Hoses:
0 gpm
Surplus Pressure at Source: 5.1 psi
Flow from Outside Hoses:
0 gpm
Other fixed flows:
0 qpm
Total flow in system piping:
421.3 gpm
Additional flow at/beyond source:
100 qpm
Total of all flows:
521.3 gpm
Design Area 1 Dry System
Attic
Demand Calculations using Hazen-I.Wliams Method
TO FDC CHECK VALVE TO DRY SYSTEM
3" DRY VALVE
3"
MAIN DRAIN
TO EXTERIOR
3" BFR WITH 3" BFV WITH 3" BFV WITH
TAMPER SWITCH TAMPER SWITCH TAMPER SWITCH
CAP FOR FORWARD
FLOW TESTING 3
O 3" DOUBLE CHECK VALVE
ASSEMBLY
4" SUPPLY
VALVE STATION
NTS
TOWN OF ` A WiCUTH
REVIEWED FOR, BUILDING AND ZONING CODE COMPLI-
o2�
1
0
OFMA6,
s9cti� ANCE. ERRORS OR 01M.- ISS!ONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT"
JASON CATALFO U
o , COMPLIANCE `�
V FIRE PROTECTION DATE: ��
at w
BUILDI G OFFICIAL
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