HomeMy WebLinkAbout2011-01171 - sprinkler system � CITY OF ORONO PERMIT NO.: 2011-01171
2750 KELLEY PARKWAY
ORONO, MN 55356- DATE ISSUED: 10/12/2011
952 249-4600 FAX: 952 249-4616
ADDRESS : 2470 COBBLESTONE CT
PIN : 33-118-23-11-0080
LEGAL DESC : STONEBAY SIXTH ADDIT[ON
: LOT 002 BLOCK 001
PERMIT TYPE : FIRE SYSTEMS
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SPRINKLER SYSTEM- IN BUILDING
NO"I'E: INSPECTIONS ARE DONE BY FIRE MARSHAI,L,JAMES VAN EYLL.
PLEASE CALL JAMES VAN EYLL DIRECTLY AT:(952)473-9701 TO SET UP AN INSPECI'ION.
ENTER THE VALUTATION 3800
APPLICANT FIRE SPRINKLER- RESIDENTIAL 47.50
LIFESAVER F[RE PROTECT[ON, INC. STATE SURCHARGE VAL OTHER 1.90
15405 9TH AVE.N TOTAL 49.40
PLYMOUTH, MN 55447
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Minnesota State License#: C040
OWNER
O.T. Development, LLC
10300 I OTH AVE N
PLYMOUTH,MN 55441-
AGREEMENT AND SWORN STATEMENT
The work lor which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State E3uilding Code. "I'his permit is for only the work described and does
not grant permission for additional or related work which requires scparate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
I'he applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause. �
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Applicant Permitee Signaturc Date Issued By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
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New ❑ Addition ❑ Remodel ❑ Replace
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Site Address: ��7� COIJ b�<iS�yr� �v2�
Owner: ��?����f}C�i�tn� Mailing Address:
City: 0/�/!(� Zip:
Home Phone: �-/.SZ ��y�—�'���g Alternate Phone:
Contractc�r 1 Applicat�t Information:
Contractor/App.:,�i�GS�vt�!-i/.0 �2j�. Contact Person: /1�N c>
Address: ,SO�C�i¢yz,�(�}- Lv(� State License #: �'p��
City: � �l� Zip: A1N Expiration Date: � -� ZD/ Z/
Phone: ��� 5�73'��/� Alternate Phone: �/7 ���7�1i8�
a� .����,,�� �� . k�,,,,�„:' . TYPES.QF FIRE SPRINKLER'PERMITS �M .,�,_tt; ,���.. �����h�:�. � x"::
❑ Commercial— Fire Sprinkler �Residential—Fire Sprinkler
Fire Systems Permit Fire Systems PeRnit
x Base Price=Contract Price: $`��� x.0125 =$ '�7.v�lJ (Minimum $35.00)
* Surcharge=Contract Price: $ � x.0005 =$
* Mail-In Fee(Only On Mail In Applications) _$ 2.00
*Total Cost of Permit: _� •
The undersigned herby applies to the City for issuance of a Sprinkler Systems Permit. Applicant agrees
that a11 systems shalf be designed, installed and maintained to N.F.P.A.-13,N.F.P.A.-25, Minnesota State
Building Code, Minnesota State Fire Code and Standards, and certifies that all statements made on this
appli tion are complete, true and correct.
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Applicant Date
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Page 1
GREAT ROOM Date
HYDRFULIC DESIGN INFORMATION SHEET
Name - STONE BAY OF ORONO Date - 9-12-2011
Location - 2470 COBBLESTONE ORONO
Building - GREAT ROOM System No. - 1
Contractor - LIFESAVER FIRE PROTECTION Contract No. -
Calculated By - DOUG CARLSON Drawing No. - 1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ONFPA 13 Residential ONFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( ) 1 ( ) 2 ( ) 4 ( )
S ( )Other
T ( ) Specific Ruling Made by Date
E
M Listed Flow at Start Point - 14.0 Gpm System Type
Listed Pres. at Start Pcint - 10 . 1 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPArTNr 14 x 14 O P�luge O PreAction
E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle
S Additional Flow Added - 0 Gpm Make TYCO Model LFII
I Elevation at Highest Outlet - 10 Feet Size 1/2 K-Factor 4. 4
G Note: Temperature Rating 155
N
Calculation Gpm Required 28.20 Psi Required 48.98 AT CITY
Summary C-Factor usecl: Overhead 150 Underground 140
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 9-2011 Rated Cap. Cap.
T Time of Test - @ Psi Elev.
E Static (Psi) - 65 Elev.
R Residual (Psi) - 54 Other Well
Flow (Gpm) - �014 Proof Flow Gpm
S Elevation -
P Location: AT SITE
P
L Source of Information: CITY WATER DEPT
Y
vv d�ei �u��ry �.ui ve ��.�
Page 2
GREAT ROOM Date
City Water Supply: Demand:
C1 - Static Pressure : 65 D1 - Elevation : 4.331
C2 - Residual Pressure: 54 D2 - System Flow : 28.2077
C2 - Residual Flow : 2014 D2 - System Pressure : 48.984
Hose ( Adj City ) :
Hose ( Demand ) :
D3 - System Demand : 28.2077
Safety ��1a.;g�n : 16.012
_ .
I _ - . - _
i�u _ _ : . _ _ _�_- =-- _ .
i40I _ -- -__ __�_ _ _ _ _ - --
130
P 120
R 110
E 100
S 90
Sg� � __._. __ _�____ _ _ �__
U �� --z•� __ ._ _ -_ - __.___
R 60 -
D2
E 50
40
30
20
10
300 600 900 1200 1500 1800 2100 2400 2700
FLOW ( N ^ 1.85 )
C�mm�iitar Prnnramc hv Hvriratar In� Rni�ta 111 Winrlham N H I I�A (l�(1R7
rituiiy5 u5eu �uiiiiiiaiy
Page 3
GREAT ROOM Date
Fitting Legend
Abbrev. Name �/z 3/a 1 1�/a 1 Yz 2 2�/z 3 3Yz 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Jiameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
(�mm�iitar Prnnramc hu Huriratac Inc Rniita 111 Win�iham N H I I�A (l�(1R7
Pressure / Flow Summary - STANDARD
Page 4
GREAT ROOM Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
1 10.0 4.4 10.1 na 13.98 0.05 196 10.1
2 10.0 4.4 10.45 na 14.22 0.05 196 10.1
3 0.0 19.54 na
4 0.0 28.13 na
5 0.0 30.13 na
BAS 0.0 31.14 na
SPG 0.0 34.24 na
CITY 0.0 48.98 na
The maximum velocity is 10.97 and it occurs in the pipe between nodes SPG and CITY
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Page 5
GREAT ROOM Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *"*""' Notes """
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 13.98 1.101 0.0 10.000 10.100 K Factor= 4.40
to 150.0 0.0 0.0 0.0
2 13.98 0.0351 0.0 10.000 0.351 Vel = 4.71
2 14.23 1.101 3E 11.475 16.000 10.451 K Factor= 4.40
to 150.0 1 T 9.563 21.037 4.331
3 28.21 0.1��� 0.0 37.037 4.761 Vel = 9.51
3 0.0 1.101 2E 7.65 40.000 19.543
to 150.0 2T 19.125 26.776 0.0
4 28.21 0.1285 0.0 66.776 8.583 Vel = 9.51
4 0.0 1.101 1 T 9.563 6.000 28.126
to 150.0 0.0 9.562 0.0
5 28.21 0.1286 0.0 15.562 2.001 Vel = 9.51
5 O.Q 1.3�� 1 E 4.762 20.000 30.127
to 150.0 0.0 4.761 0.0
BAS 28.21 0.0407 0.0 24.761 1.008 Vel = 5.93
BAS 0.0 1.45? 0.0 2.000 31.135
to 120.0 0.0 0.0 3.000 * Fixed loss = 3
SPG 28.21 0.0505 0.0 2.000 0.101 Vel = 5.47
SPG 0.0 1.02� 0.0 70.000 34.236
to 150.0 0.0 0.0 2.000 ' Fixed loss = 2
CITY 28.21 0.1821 0.0 70.000 12.748 Vel = 10.97
O.G
28.21 48.984 K Factor= 4.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087