HomeMy WebLinkAboutBuilding Permit 05-0105 Plans j
Contractor's Material and Test Certificate for ,Aboveground Piping
A. roce ure (Conforms to NFPA 13 - 1994 N. Test Description
Upon completion of work, inspection and tests shall be made by the Hydrostatic : l lydrostatic tests shall be made at not less than 200 psi ( 13 .(
contractor's representative and witnessed by an owner's representative. All bars) for two hours or 50 psi (3 .4 bars) above static pressure in excess of
defects shall be corrected and system left in service before contractor's 150 psi ( 10 . 2 bars ) for two hours. Differential dry-pipe valve clappers shal
personnel finally leave the job. A certificate shall be filled out and signed be left open during test to prevent damage. All aboveground piping leakage
by both representatives. Copies shall be prepared for approving authori - shall be stopped .
des, owners and contractor. It is understood the owners representative's Pneumatic : Establish 40 psi (2 . 7 bars ) air pressure and measure- drop,
signature in no way prejudices any claim against contractor for faulty tvlmiclm shall not exceed I . 5 psi (0. 1 bars ) in 24 Irrs. Test pressure tanks at
material, poor workmanship, or failure to comply with approving authority's normal water level and air pressure and measure air pressure drop, which
requirements or local ordinances. All "No" answers shall be explained in slurll not exceed 1 . 5 psi ( 0 . 1 bars) in 24 firs .
the Comments portion of this form . O. Tests
Property Name: Paws & Pals 1 . All piping hydrostatically tested at 200 psi for 2 hours
Property Address : 5821 Industrial Blvd . _ Date : 2 . Dry piping pneumatically tested O Yes 0 No
B. Plans Prior Lake , MN 3 . Equipment operates properly 0 Yes 0 No
1 . Accepted by Approving Authorities (Names): 4 . Do you certify as the sprinkler contractor that "
2. Address: additives and corrosive chemicals, sodium
3. Installation conforms to accepted plans (B Yes O No silicate or derivatives of sodium silicate, brine ,
4. Equipment used is approved tl Yes 0 No or other corrosive chemicals were not used for
C, Instructions . testing systems or stopping leaks? fl Yes 0 No
1 . Has person in charge of fire equipment been 5 . Drain Test:
instructed as to location of control valves and a. Static pressure reading of gage located near
care and maintenance of this new equipment 12 Yes 0 No water supply connection psi .
2. Have copies of the following been left on the premises : b. Residual pressure with valve in test connection
a. System components instructions (B Yes 0 No open wide Cr psi .
b. Care and maintenance instructions (B Yes 0 No 6 . Underground mains and lead in connections to
c. NFPA 25 13 Yes 0 No risers flushed before connection made to sprinkler
D. Location of system - Supplies building: piping and verified by copy of form No . 13 -U 0 Yes 0 No
E. S p rinWers 7 . Flushed by installer of underground piping ® Yes 0 No
Make Model Year Made Orifice I QuantityTemperatureOWN awwwommow g . If powder driven fasteners are used in concrete,
Central -TY -FR 2005 1 / 2 66 1550 has representative sample testing been
Central EC - 8 2005 17 / 32 2 1550 satisfactorily completed? 0 Yes 0 No
P. Blank Testing Gaskets
1 . Number used : ( /
WIN 2 . Locations :
F. Pipe and Fittings 3 . Number removed :
1 . TypeofPipe: Allied XL & Desna-Flow
Q. Welded Piping - If welded piping was used in the system ,
2. Type of Fittings: Maliable complete the following :
G. Alarm Valve or Flow Indicator 1 . Do you certify as the sprinkler contractor that
Make Model Max. Time to Operate ThroughInsp. Test welding procedures comply with the require -
ottej VSR S�° G merits of at least AWS D10 . 9, Level AR-3121 Yes 0 No
T
H. Dry•Pipe Valve 2 . Do you certify that the welding was performed
by welders qualified in compliance with the re-
l . Make and Model : quirements of at least AWS D10 . 9, Level AR-3 ® Yes O No
2. Serial Number: 3 . Do you certify that welding was carried out in
I. Quick Opening Device (Q. O. D.) compliance with a documented quality control
1 . Make and Model : procedure to insure that all discs are retrieved ,
2. Serial Number: openings in the pipe are smooth, slag and other
J. Dry-Pipe System Operating Test Without Q. U. D. welding residue are removed, and the internal
1 . Time to trip through test connection * : diameters of piping are not penetrated M Yes 0 No
2. Water pressure psi . Air pressure psi . R. Cutouts (Disks)
3 . Trip point air pressure psi . Do you certify that you have a control feature to
4. Time water reached test outlet * e. ensure that all cutouts (disks) are retrieved ? 0 Yes 0 No
S . Alarm operated properly O Yes 0 No S. Hydraulic Data Nameplate Provided 0 Yes 0 No
K. Dry-Pipe System Operating Test With Q. O. D. T. Date left in service (with all control valves open) :
1 . Time to trip through test connection * : U. Signatures
2. Water pressure psi . Air pressure psi . 1 . Name of sprinkler contractor: Sentry_ Fire Protection-
3 . Trip point air pressure . . psi . 2 . Tests witnessed by : _
4. Time water reached test outlet* : For pr y owner (rSii red):
S. Alarm operated properly 0 Yes 0 No
L. Deluge and Preaction Valves Title : w" D=e,,*,
d
For sprinkler con ractor (Signed): _
1 . Make and Model : Title: Date,
2. Operation.* 0 Pneumatic 0 Electric 0 Hydraulic V. Comments (This section is for additional explanation an no es.
3 . Piping and detectinmedia supervised 0 Yes 0 No All "No" answers must be explained here .)
4. Does valve operate from manual trip and/or
remote control stations O Yes O No
S. Is there an accessible facility in each circuit
for testing O Yes 0 No
6. Does each circuit operate supervision loss alarm 0 Yes Cl No
7. Does each circuit operate valve release O Yes 0 No
8. Maximum time to operate release:
M. Pressure Reducing Valve
1 . 'Location and Floor:
2. Make` and Model :
3 . Setting:
4. Static Pressure: Inlet psi , Outlet psi _
S. Residual Pressure (Flowing): inlet psi, Outlet psi
6. Flow Rate: gpm
* measured from time inspectors lest connection is opened . 0 Check here if comments continue on reverse side of Ihis form
1
PAWS AND PALS Drawing Date : 4 / 13 / 05 13 : 28
HYDRAULIC DESIGN INFORMATION SHEET
Job Name : PAWS AND PALS
Location : 5821 INDUSTRIAL BLVD
PRIOR LAKE MN
Drawing Date : Remote Area Number : 1 .
Contractor : SENTRY FIRE PROTECTION Telephone : 763 658 4483
4439 HWY 12 SW
PO BOX 69
WAVERLY MN 55390
Designer : JW
Calculated By : SprinkCAD
www . sprinkcad . com
451 N . Cannon Ave .
Lansdale , PA 19446 /
Construction : Occupancy :
Reviewing Authorities :
SYSTEM DESIGN
Code : Hazard : System Type : WET
Area of Sprinkler Operation 1020 sq fti Sprinkler or Nozzle
Density ( gpm/ sq ft ) 0 . 200 1 Make :
Area per Sprinkler 120 sq ftl Model : TY - FRB
Hose Allowance Inside 0 gpm K - Factor : 5 . 60
Hose Allowance Outside 250 gpm Temperature Rating : 155
CALCULATION SUMMARY 9 Flowing Outlets
gpm Required : 480 . 9 psi Required : 54 . 9 @ Source
WATER SUPPLY
Water Flow Test Pump Data Tank or Reservoir
Date of Test 4 - 13 - 05 Rated Capacity 0 gpm Capacity 0 gal
Static Pressure 80 . 0 psi ( Rated Pressure 0 . 0 psi Elevation 0
Residual Pres 56 . 0 psi Elevation 0
At a Flow of 3169 gpm Make : Well
Elevation 0 " Model : Proof Flow 0 gpm
Location : AT SITE
Source of Information : FLOW TEST CITY AND SENTRY
SYSTEM VOLUME 99 Gallons
Notes :
C IryPy
\ i
Fire & Building y g CENTRAL
Products
Customer ice/Sales :
Technical Services : Tel : (800) 381 -9312 / Fax : (800) 791 -5500 Tel : (215) 362-0700 / (800) 523-6512
Fax: (215) 362-5385
Series TY-FRB — 2. 8, 4. 2, 5. 6, and 8. 0 K-factor
Upright, Pendent, and Recessed Pendent Sprinklers
Quick Response, Standard Coverage
chemical to which the sprinklers will be
General exposed .
An intermediate level versions of the
Description Series TY FRB Pendent Sprinklers are } " `
The Series TY FRB , 2 . 8 , 4.2 , 5. 6 , and detailed in Technical Data Sheet
TFP356 , and Sprinkler Guards are dem
8 . 0 1<- factor, Upright and Pendent tailed in Technical Data Sheet TFP780
Sprinklers described in this data sheet
are quick response - standard cover- WARNINGS
age, decorative 3 mm glass bulb type i1,,,
The Series TY-FRB Sprinklers de- , • l : } -
spray sprinklers designed for use in scribed herein must be installed and '
light or ordinary hazard , commercial
occupancies such as banks , hotels , maintained in compliance with this
a•� _;,,��r,�°-
shopping malls, etc . document as well as with the applica -
ble standards of the National Fire Prom
The recessed version of the Series tection Association, in addition to the
TY FRB Pendent Sprinkler, where ap- standards of any other authorities hav-
plicable, is intended for use in areas ing jurisdiction. Failure to do so may
with a finished ceiling . It uses either a impair the integrity of these devices. ..
two-piece Style 10 ( 1 /2 inch NPT) or The owner is responsible for maintain-
Style 40 (3/4 inch NPT) Recessed Es- in their fire protection system and de- i 6
cutcheon with 1 /2 inch ( 12,7 mm ) of g a
vices in proper operating condition .
recessed adjustment or up to 3/4 inch j
The installing contractor or sprinkler
( 19 , 1 mm) of total adjustment from the manufacturer should be contacted
flush pendent position , or a two- piece relative to any questions.
Style 20 ( 1 /2 inch NPT) or Style 30 (3/4
inch NPT) Recessed Escutcheon with
1 /4 inch (6 ,4 mm ) of recessed adjust-
ment or up to 1 /2 inch ( 12 ,7 mm ) of Model/Sprinkler Maximum Working Pressure
total adjustment from the flush pen- 175 psi ( 12 , 1 bar)
dent position. The adjustment provided /dentification
by the Recessed Escutcheon reduces by Coefficient
the accuracy to which the fixed pipe Numbers K = 2, 8 GPM/psi112 (40 ,3 LPM/barl /2)
drops to the sprinklers must be cut . K = 4. 2 GPM/psis /2 (60, 5 LPM/barl /2)
Corrosion resistant coatings, where TY1131 - Upright 2.81K , 1 /2" NPT K = 5 . 6 GPM/psil /2 (80, 6 LPM/bars /2)
applicable, are utilized to extend the TY1231 - Pendent 2 .81K, 1 /2 " NPT K = 8 . 0 GPM/psis /2 ( 115 , 2 LPM/bars/z)
life of copper alloy sprinklers beyond TY2131 - Upright 4,21K, 1 /2 " NPT Temperature Ratings
that which would otherwise be ob- TY2231 - Pendent 4 ,21K, 1 /2 " NPT Refer to Table A and B
tained when exposed to corrosive at- TY3131 - Upright 5.61K , 1 /2" NPT Finishes
mospheres. Although corrosion resis- TY3231 - Pendent 5,6K , 1 /2" NPT Sprinklers Refer to Table A and B
tant coated sprinklers have passed the TY4131 - Upright 8,0K, 3/4" NPT Recessed Escutcheon : White Coated ,
standard corrosion tests of the appli- TY4231 - Pendent 8.OK , 3/4 " NPT
cable approval agencies, the testing is Chrome Plated , or Brass Plated E
not representative of all possible cor- Technic
rosive atmospheres. Consequently, it Physical Characteristics �
is recommended that the end user be Data Frame Bronze
consulted with respect to the suitability Button . . . . . . . . Brass/Copper
of these coatings for any given corro- Sealing Assembly y
sive environment. The effects of ambi - Approvals Beryllium Nickel w/Teflont 0
UL and C-UL Listed . Glass
ent temperature , concentration of Bulb
chemicals, and gas/chemical velocity, FM , LPCB , and NYC Approved . Compression Screw . . . . . Bronze a
( Refer to Table A for complete approval
should be considered , as a minimum , information including corrosion resis- Deflector . . . . . . . Copper/Bronze
along with the corrosive nature of the info status. ) g Bushing ( K=2. 8) . . . . . . . Bronze
tane 1 of a APRIL, 2003 T1FP171
150 CONTRACT NAME AND NUMBER
FLOW TEST
140 SUMMARY SHEET
- J3 >�
130 ( Sa ZtfJVu , MLA A 3L v u
1 '- a SP , C>
1 1 G
8100
E
S 90
S
U
R
E
70 i
1S 1 S (c
60
5 0 5 S 7i z �-v qrccv� ,
40
30
20
10
00 50 ] 00 ] 50 200 250 300 350
100 200 600 400 500 600 o � 400 90500 500 you
200 400 700 0 800 1000
400 800 1200 800 1000 1200 1400 1600 1800
1600 2000 2400 2800 3200 2000
3600 4000
A 1996 Ns tioaal Firr, Flow - r`
s+e Spri IderAssocis tion, P. O 1000, Patterson, NY 12563 PM tiucje scaie used.) JD SC
alc �
/100 S,
PAWS AND PALS Drawing Date : 4 / 13 / 05 13 : 28
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 231 51 . 0 psi
1 2 - 1 / 211 Grvd Butterfly Valve CSC " 58 CHART LOSS 231 1 . 1
1 2 - 1 / 2 " Grvd Check Valve CSC 11590FR " 9 ' 120 2 . 469 231 1 . 7
Elevation Change 210 " 0 . 9
1 Pipe 6 " DIx18 Allied 150 ' 140 6 . 033 231 0 . 3
Fixed Flow Flow Loss 250 gpm
Hydr Ref R1 Required at Source 481 54 . 9 psi
Water Source 80 . 0 psi static , 56 . 0 psi residual @ 3169 gpm 481 gpm 79 . 3 psi
SAFETY PRESSURE 24 . 4 psi
Available Pressure of 79 . 3 psi Exceeds Required Pressure of 54 . 9 psi
This is a safety margin of 24 . 4 psi or 31 of Supply
Maximum Water Velocity is 14 . 2 fps
PAWS AND PALS Drawing Date : 4 / 13 / 05 13 : 28
LEGEND
HYD REF Hydraulic reference . Refer to accompanying flow diagram . _
K FACTOR Flow factor for open head or path where Flow ( gpm ) = K x - \ / P
SIZE Nominal size of pipe .
ID Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
TYPE Type or schedule of pipe
# FITS number of fittings as follows :
90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell
SPEC - Fitting other than above or fitting with hydraulic
equivalent length specified by manufacturer .
Pt Total pressure ( psi ) at fitting
Pf Friction loss ( psi ) to fitting
where Pf = 1 x 4 . 52 x ( Q / C ) A1 . 85 / IDA4 . 87
Pe Pressure due to change in elevation
where Pe = 0 . 433 x change in elevation
Pv Velocity pressure ( psi )
where Pv = 0 . 001123 x Q " 2 / IDA4
Pn Normal pressure ( psi )
where Pn = Pt - Pv
Pdrop Pressure loss in pipe rise or drop to an open head .
Phead Pressure at an open head .
ELEV elevation from branch tee to open head .
PIPE pipe length from branch tee to open head .
FITS fitting equivalent length from branch tee to open head .
NOTES :
Pressures are balanced to 0 . 001 gpm . Pressures are listed to
0 . 01 psi . Addition may vary by 0 . 01 psi due to accumulation of
round off .
Calculations conform to NFPA 13 edition .
Velocity Pressures are not considered in these Calculations
Path # 1 is from the most remote head back to the water source .
Later Paths are from the next most remote head back to previously
defined paths
PAWS AND PALS Drawing Date : 4 / 13 / 05 13 : 28
REMOTE AREA # 1 PAGE 1
FLOW # OF LENGTH PRESSURE BRANCH LINE
( GPM ) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI / FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 1 FROM HYDRAULIC REFERENCE 1 TO W ( PRIMARY PATH )
HEAD 1 24 . 1 1 - 1 / 2 " 0 0 10 ' 0 " 3 . 3 fps 18 . 5 18 . 5
0 . 20 gpm/ sq ft 1 . 728 " 0 0 0 'l 0 . 016 0 . 2 0 . 0
K= 5 . 60 24 . 1 120 DF 0 1010 " 0 " 0 . 0 18 . 5
HEAD 2 24 . 2 1 - 1 / 2 " 0 0 1010 " 6 . 7 fps 18 . 6 18 . 6
0 . 20 gpm/ sq ft 1 . 728 " 0 0 0 " 0 . 058 0 . 6 0 . 0
K= 5 . 60 48 . 2 120 DF 0 1010 " 0 " 0 . 0 18 . 6
HEAD 3 24 . 5 1 - 1 / 2 " 0 0 10 ' 0 " 10 . 1 fps 19 . 2 19 . 2
0 . 20 gpm/ sq ft 1 . 728 " 0 0 0 " 0 . 125 1 . 3 0 . 0
K= 5 . 60 72 . 8 120 DF 0 1010 " 0 " 0 . 0 19 . 2
HEAD 4 25 . 3 1 - 1 / 2 " 1 0 7218 " 13 . 6 fps 20 . 5 2095
0 . 21 gpm/ sq ft 1 . 728 " 0 0 410 " 0 . 217 16 . 6 0 . 0
K= 5 . 60 98 . 1 120 DF 0 7618 " 0 " 0 . 0 20 . 5
REF 10 1 - 1 / 2 " 0 0 211 " 14 . 2 fps 37 . 1
1 . 687 " 1 0 810 " 0 . 244 2 . 4
98 . 1 120 XL 0 1011 " 211 " 0 . 9
REF Al 2 - 1 / 2 " 0 0 1210 " 5 . 5 fps 40 . 4
2 . 703 " 0 0 0 " 0 . 025 0 . 3
98 . 1 120 DF 0 12 ' 0 " 0 " 0 . 0
REF A2 98 . 3 2 - 1 / 2 " 0 0 1210 " 11 . 1 fps 40 . 7
PATH 2 2 . 703 " 0 0 0 " 0 . 089 1 . 1
K= 15 . 40 196 . 4 120 DF 0 1210 " 0 " 0 . 0
REF A3 34 . 5 2 - 1 / 2 " 2 0 23110 " 13 . 0 fps 41 . 8
PATH 3 2 . 703 " 1 0 2010 " 0 . 120 5 . 2
K= 5 . 34 230 . 9 120 DF 0 43110 " 912 " 4 . 0
REF W 230 . 9 gpm PATH 1 K= 32 . 33 51 . 0 psi
PAWS AND PALS Drawing Date : 4 / 13 / 05 13 : 28
REMOTE AREA # 1 PAGE 2
FLOW # OF LENGTH PRESSURE BRANCH LINE
( GPM ) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI / FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 2 FROM HYDRAULIC REFERENCE 5 TO A2
HEAD 5 24 . 1 1 - 1 / 2 " 0 0 1010 " 3 . 3 fps 18 . 5 18 . 5
0 . 20 gpm/ sq ft 1 . 728 " 0 0 0 " 0 . 016 0 . 2 0 . 0
K= 5 . 60 24 . 1 120 DF 0 1010 " 0 " 0 . 0 18 . 5
HEAD 6 24 . 2 1 - 1 / 2 " 0 0 1010 " 6 . 7 fps 18 . 7 18 . 7
0 . 20 gpm/ sq ft 1 . 728 " 0 0 0 " 0 . 059 0 . 6 0 . 0
K= 5 . 60 48 . 3 120 DF 0 10 ' 0 " O " 0 . 0 18 . 7
HEAD 7 24 . 6 1 - 1 / 2 " 0 0 10 ' 0 " 10 . 1 fps 19 . 3 19 . 3
0 . 20 gpm/ sq ft 1 . 728 " 0 0 0 " 0 . 125 1 . 3 0 . 0
K= 5 . 60 72 . 9 120 DF 0 1010 " 0 " 0 . 0 19 . 3
HEAD 8 25 . 4 1 - 1 / 2 " 1 0 7218 " 13 . 6 fps 20 . 5 2095
0 . 21 gpm/ sq ft 1 . 728 " 0 0 410 " 0 . 218 16 . 7 0 . 0
K= 5 . 60 98 . 3 120 DF 0 7618 " 0 " 0 . 0 2095
REF 11 1 - 1 / 2 " 0 0 213 " 14 . 2 fps 37 . 2
1 . 687 " 1 0 810 " 0 . 245 2 . 5
98 . 3 120 XL 0 1013 " 213 " 1 . 0
REF A2 98 . 3 gpm PATH 2 K= 15 . 40 40 . 7 psi
PATH 3 FROM HYDRAULIC REFERENCE 9 TO A3
HEAD 9 34 . 5 1 - 1 / 2 " 1 0 7218 " 4 . 8 fps 37 . 9 37 . 9
0 . 29 gpm/ sq ft 1 . 728 " 0 0 410 " 0 . 031 2 . 4 0 . 0
K= 5 . 60 34 . 5 120 DF 0 7618 " 0 " 0 . 0 37 . 9
REF 12 1 - 1 / 2 " 0 0 216 " 5 . 0 fps 40 . 3
1 . 687 " 1 0 810 " 0 . 035 0 . 4
34 . 5 120 XL 0 10 ' 6 " 216 " 1 . 1
REF A3 34 . 5 gpm PATH 3 K= 5 . 34 41 . 8 psi
O� PR10
ti 16200 Eagle Creek Avenue S . E.
U tx Prior Lake , MN 553724714
jNNEso`tP
Fire Sprinkler Plan Review
Owner . Paws & Pals
Location : 5821 Industrial Blvd.
Prior Lake NIN.
Contractor : Sentry Fire Protection
1 . Separate permits are required for the alarm system .
2 . The 1999 of NFPA 13 shall be the standard.
3 . All materials shall be tested and installed per the listing.
4 . All valves controlling water flow shall be monitored and secured including the PIV .
5 . It is the responsibility of the fire sprinkler contractor to flush all main and branch lines .
6 . Provide frost protection for all portions of the wet system.
7 . Field verify all head locations .
www . cityofpriorlake . com
Phone 952 . 447 . 4230 / Fax 952 . 447 . 4245