HomeMy WebLinkAbout0118339 B
e
OSHKOSH
ON THE WATER
Job Address 3300 MEDALIST DR
CITY OF OSHKOSH
BUILDING PERMIT - APPLICATION AND RECORD
No
11833.9
Owner SMET INVESTMENTS LLC
Create Date
Designer
03/01/2006
Contractor
AHERN FIRE PROTECTION
Category
211 - Alteration Industrial
Plan R7-17-0206
Type
. Building
0 Sign
0 Canopy 0 Fence 0 Raze
Class of Const:
Rooms --.Q Height 0 Ft.
Bedrooms 0 Stories
Baths 0
Zoning
Size
Unfinished/Basement
--.Q Sq. Ft.
--.Q Sq. Ft.
0 Projection I
Finished/Living
Canopies 0
Garage
--.Q Sq. Ft.
Signs
Foundation
. Poured Concrete 0 Floating Slab
0 Concrete Biock 0 Post
0 Pier
0 Treated Wood
0 Other
Occupancy Permit Not Required
Flood Plain ~
# Dwelling Units ----2
Height Permit Not Required
Park Dedication
Not Required
# Structures
----2
Use/Nature IND/ Fire Sprinkler modifications for sparay booth. and wash bay as per plans.
ofWork
HVAC Contractor
Plumbing Contractor
Electric Contractor
Fees: Valuation
$4,340.00 Plan Approval
$0.00 Permit Fee Paid
Issued By:
$44.00 Park Dedication
$0.00
Date 03/01/2006
Final/O.P.~
0 Permit Voided I
Parcelld # 1413650000
In the performance of this work I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a partY, if you perform the work
described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement
holder(s) and to secure any necessary approvals before starting such activity.
Signature
Date
Address 201 Morris Court
Agent/Owner
Fond du Lac
WI 54936 - 0000
Telephone Number
920-921-9020
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
~. Ahern Fire Protection DATE:
A division of ..I. F. Ahern Co. PROJECT NO.:
201 Morris Court, P.O. Box 1316. Fond du Lac. WI 54936-1316
TEL (920) 921-9020 . FAX (920) 921-8666 . www.ahemfire.com
ç~ _,"""M_"'_'-"- REo
TRANSMITTAL
February 7, 2006 ~
SJIø
992186
G. E. ENERGY
OSHKOSH, WISCONSIN
TO:
Building Inspector -- Brian Noe
City of Oshkosh
215 Church Avenue -- PO Box 1130
Oshkosh, WI 54901
T-920/236-5051
F-9201236-1130
RËeÈ lYE D
A.
B.
C.
D.
Approval or Comments
Approved
Approved as Noted
Furnish as Corrected
FEB 0 8 2006
DEPARTMENT OF
COMMUNITY nFVFI OPMENT
È: l1eturn Tor C-orreëhon
resubmit copies
For your information
Refund Request
For Pricing
F:
G:
H:
NO. OF
COPIES
STATUS
DRAWING
NUMBER
DESCRIPTION
F
FP -I
Automatic Fire Sprinkler System Plan
F
Hydraulic Calculations
Permit Fee Check in the amount of $44.00
Estimated Cost of the Project: $4,340. 00
AHERN FIRE PROTECTION
A division of J. F. Ahem Co.
By:
g)avitt ~ g)~
David W. Dewhurst, Design Manager
DWDlksj
cc: AI Auxier (AFP)
Frank E. Henry (AFP)
TCITY02.Q7-0ó.DOC
~
Ahern Fire Protection
A division of J. F. Ahern Co.
Wisconsin' lI1inois . Missouri' Nebraska' Iowa' Minnesota
REC E lYE D
FEB 0 8 2006
DEPARTMENT OF
COMMUNITY DEVELOPMENT
Ahern Fire Protection
Division J.F. Ahern Co.
201 Morris Court
Fond du Lac, WI 54936-1316
920-921-9020
Job Name
Building
Location
System
Contract
Data File
: GE ENERGY
: SPRAY & WASH BOOTHS
: 3300 MEDALIST DRIVE, OSHKOSH, WI 54902
: #2
: 992186
: 992186h.wx1
r
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Ahern -Fire Protection
GE ENERGY
.
P¡¡ge 1,
Date 020206
Hydraulic Desiqn Information Sheet
Name - G.E. ENERGY
Location - 3300 MEDALIST DRIVE,
Building - SPRAY & WASH BOOTHS
Contractor -
Calculated By - A. AUXIER
Construction: ( ) Combustible
Occupancy - MANUDFACTURING
OSHKOSH, WI 54902
Date - 020206
"'"
IX) Non-Combustible
System No. - #2
Contract No. - 992186
Drawing No. - FP 1 of 1
Ceiling Height - 14'6"
S
Y
S
T
E
M
D
E
S
I
G
N
(X) NFPA 13 I) Lt. Haz.
I ) NFPA 231 ( ) NFPA 231C
Other NFPA 33
Specific Ruling
Area of
Density
Area Per Sprinkler
Elevation at Highest Outlet
Hose Allowance - Inside
Rack Sprinkler Allowance
Hose Allowance - Outside
Ord.Haz.Gp. I ) 1 ( ) 2 ( ) 3 () Ex.Haz.
( ) Figure Curve
Made By
Date
Sprinkler Operation - BOOTHS
- .40
- 78
- 14'
Calculation
Summary
Note
System Type
IX) Wet
( ) Dry
( ) Deluge
I ) Preaction
( ) Other
Sprinkler/Nozzle
Make VIKING
Model MICROMATIC
Size 3/4"
K-Factor 8.0
Temp. Rat .165%%DF
- 500
Flow Required - 960.6 Press Required - 40.312 AT SUPPLY
C-Factor Used: 120 Overhead 140 Underground
W
A
T
E
R
S
U
P
P
L
Y
Water Flow Test:
Date of Test - 03031992
Time of Test - UNKNOWN
Static Press - 55
Residual Press - 45
Flow - 1060
Elevation - 0'0"
Pump Data:
Tank or Reservoir:
Cap. - NA
Elev.- NA
,.."
Rated Cap.- NA
@ Press - NA
Elev. - NA
Well
Proof Flow
NA
Location - MEDALIST DRIVE
Source of Information - OSHKOSH WATER DEPT.
C
0
M
M
Commodity NA
Storage Ht. NA
Storage Method:
Class NA Location NA
Area NA Aisle W. NA
Solid Piled NA Palletized NA
Rack NA
S
T
0
R
A
G
E
R
A
C
K
( ) Single Row
( ) Double Row
I ) Mul t. Row
( ) Conven. Pallet
( ) Slave Pallet
I ) Auto. Storage
( ) Solid Shelf
I ) Open Shelf
I ) Encap.
( ) Non
Fl ue Spacing NA
Longitudinal NA
Clearance: Storage to Ceiling NA
Transverse NA
Horizontal Barriers Provided: NA
-'
Computer Programs by Hydratec Inc. Route 111
Windham N.H. USA 03087
Water Sur ~\,) Curve (C)
Ahern Fire Protection
GE ENERGY
Page 2
Date 020206
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
R60
E 50
40
30
20
10
City Water Supp..!y:
C1 - Static Pressure: 55
C2 - Residual Pressure: 45
C2 - Residual Flow: 1060
Demand:
D1 - Elevation
D2 - System Flow
D2 - S~stem Pressure
Hose Adj City )
Hose Demand)
D3 - System Demand
Safety Margin
: 6.496
: 460.614
: 40.312
: ~~O5~~41
'"
D ""
/
/
-
n1
200 400
600
800
1000
1200
FLOW ( N ^ 1.85)
1400
1600
1800
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Ahern Fire Protection Page 3
GE ENERGY Date 020206
Fitting Legend
Abbrev. Name % % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24
E 90' Standard Elbow Thrd 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G Flanged Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
I 90' Grvd Firelock Elbow 0 0 0 2.1 2.6 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0
J gO' Grvd Vie Firelock Tee 0 0 0 5.3 6.35 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0
T 90' Flow Thru Thread Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
V 90' Flanged Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 25 28 32 36 44
X Flanged Tee 90' Turn 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 44 51 58 65 80
<.
Computer Programs by Hydratec In( .Jute 111 Windham N.H. USA 03087
(
".
Pressure I Flow Summary - STANDARD
ç Ahern Fire "Protection Page 4
GE ENERGY Date 020206
(":'ode Elevation K-Fact pt Pn Flow Density Area Press
10. Actual Actual Req.
DO01 15.0 8 15.43 na 31.42 0.4 77 7.0
DO02 15.0 8 14.82 na 30.8 0.4 77 7.0
0003 15.0 8 15.59 na 31.59 0.4 77 7.0
DO04 15.0 8 18.75 na 34.64 0.4 77 7.0
DO05 15.0 8 15.46 na 31.46 0.4 77 7.0
DO06 15.0 8 14.86 na 30.84 0.4 77 7.0
DO07 15.0 8 15.62 na 31.62 0.4 77 7.0
DO08 15.0 8 18.79 na 34.68 0.4 77 7.0
DO09 15.0 8 17.52 na 33.49 0.4 77 7.0
D010 15.0 8 16.89 na 32.88 0.4 77 7.0
0011 15.0 8 19.25 na 35.1 0.4 77 7.0
D012 15.0 8 17.74 na 33.69 0.4 77 7.0
D013 15.0 8 17.1 na 33.09 0.4 77 7.0
D014 15.0 8 19.49 na 35.32 0.4 77 7.0
S04 15.0 19.78 na
S05 15.0 16.33 na
S06 15.0 16.56 na
S07 15.0 17.41 na
S08 15.0 19.83 na
S09 15.0 18.49 na
S10 15.0 18.81 na
S11 15.0 20.31 na
S12 15.0 18.72 na
S13 15.0 19.04 na
S14 15.0 20.56 na
«;01 15.0 16.29 na
02 15.0 16.52 na
$03 15.0 17.37 na
A01 15.0 20.27 na
A02 15.0 20.31 na
A03 15.0 20.76 na
A04 15.0 21.01 na
A05 15.0 22.06 na
A06 20.66 21.35 na
A07 19.16 27.42 na
A08 19.16 29.86 na
A09 19.16 31.07 na
TOR 19.16 31.42 na
BaR 0.0 39.76 na
M01 0.0 39.95 na
TEST 0.0 40.31 na
The maximum velocity is 14.28 and it occurs in the pipe between nodes S07 and A02
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Ahern Fire Protection Page 5..
DE ENERGY Date 020206
Hyd. Qa Oia. Fitting Pipe pt pt
Ref. "C" or Ftng's Pe Pv Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ...."
0001 31.42 1.08 1E 2.305 1.000 15.428 K Factor = 8.00
to 120 0.0 2.305 0.0
801 31.42 0.2605 0.0 3.305 0.861 Vel = 11.00
0.0
31.42 16.289 K Factor = 7.79
0002 30.80 1.08 1T 5.762 1.000 14.822 K Factor = 8.00
to 120 0.0 5.762 0.0
802 30.8 0.2511 0.0 6.762 1.698 Vel = 10.79
0.0
30.80 16.520 K Factor = 7.58
0003 31.59 1.08 1T 5.762 1.000 15.588 K Factor = 8.00
to 120 0.0 5.762 0.0
803 31.59 0.2629 0.0 6.762 1.778 Vel = 11.06
0.0
31.59 17.366 K Factor = 7.58
0004 34.64 1.08 1E 2.305 1.000 18.750 K Factor = 8.00
to 120 0.0 2.305 0.0
804 34.64 0.3120 0.0 3.305 1.031 Vel = 12.13 '-'
0.0
34.64 19.781 K Factor = 7.79
0005 31.46 1.08 1E 2.305 1.000 15.464 K Factor = 8.00
to 120 0.0 2.305 0.0
805 31.46 0.2611 0.0 3.305 0.863 Vel = 11.02
0.0
31.46 16.327 K Factor = 7.79
0006 30.84 1.08 1T 5.762 1.000 14.857 K Factor = 8.00
to 120 0.0 5.762 0.0
806 30.84 0.2516 0.0 6.762 1.701 Vel = 10.80
0.0
30.84 16.558 K Factor = 7.58
0007 31.62 1.08 1T 5.762 1.000 15.624 K Factor = 8.00
to 120 0.0 5.762 0.0
807 31.62 0.2635 0.0 6.762 1.782 Vel = 11.07
0.0
31.62 17.406 K Factor = 7.58
0008 34.68 1.08 1E 2.305 1.000 18.793 K Factor = 8.00
to 120 0.0 2.305 0.0
808 34.68 0.3126 0.0 3.305 1.033 Vel = 12.15
0.0 '-ottII
34.68 19.826 K Factor = 7.79
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
, Ahern Fire Proteciíon Page 6
GE ENERGY Date 020206
('Hyd. Oa Dia. Fitting Pipe pt pt
Ref. "C" or Ftng's Pe Pv Notes ******
Point Ot Pf/Ft Eqv. Ln. Total Pf Pn
DO09 33.49 1.08 1E 2.305 1.000 17.520 K Factor = 8.00
to 120 0.0 2.305 0.0
809 33.49 0.2932 0.0 3.305 0.969 Vel = 11.73
0.0
33.49 18.489 K Factor = 7.79
D010 32.88 1.08 1T 5.762 1.000 16.893 K Factor = 8.00
to 120 0.0 5.762 0.0
810 32.88 0.2833 0.0 6.762 1.916 Vel = 11.52
0.0
32.88 18.809 K Factor = 7.58
D011 35.10 1.08 1E 2.305 1.000 19.252 K Factor = 8.00
to 120 0.0 2.305 0.0
811 35.1 0.3195 0.0 3.305 1.056 Vel = 12.29
0.0
35.10 20.308 K Factor = 7.79
r~012 33.69 1.08 1E 2.305 1.000 17.739 K Factor = 8.00
120 0.0 2.305 0.0
812 33.69 0.2965 0.0 3.305 0.980 Vel = 11.80
0.0
33.69 18.719 K Factor = 7.79
D013 33.09 1.08 1T 5.762 1.000 17.105 K Factor = 8.00
to 120 0.0 5.762 0.0
813 33.09 0.2865 0.0 6.762 1.937 Vel = 11.59
0.0
33.09 19.042 K Factor = 7.58
D014 35.32 1.08 1E 2.305 1.000 19.490 K Factor = 8.00
to 120 0.0 2.305 0.0
814 35.32 0.3234 0.0 3.305 1.069 Vel = 12.37
0.0
35.32 20.559 K Factor = 7.79
804 34.64 1.639 1T 8.727 3.160 19.781
to 120 0.0 8.727 0.0
A01 34.64 0.0409 0.0 11.887 0.486 Vel= 5.27
0.0
34.64 20.267 K Factor = 7.69
805 31.46 1.639 0.0 6.750 16.327
to 120 0.0 0.0 0.0
rS06 31.46 0.0342 0.0 6.750 0.231 Vel= 4.78
'806 30.83 1.639 0.0 7.000 16.558
to 120 0.0 0.0 0.0
807 62.29 0.1211 0.0 7.000 0.848 Vel = 9.47
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Ahern Fire Protection PQge 7~
GE ENERGY Date 020206
Hyd. Qa Dia. Fitting Pipe pt pt
Ref. "C" or Ftng's Pe Pv Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ..."
807 31.63 1.639 1T 8.727 2.500 17.406
to 120 0.0 8.727 0.0
A02 93.92 0.2589 0.0 11.227 2.907 Vel = 14.28
0.0
93.92 20.313 K Factor = 20.84
808 34.68 1.639 1T 8.727 3.160 19.826
to 120 0.0 8.727 0.0
A02 34.68 0.0410 0.0 11.887 0.487 Vel= 5.27
0.0
34.68 20.313 K Factor = 7.69
809 33.49 1.639 0.0 8.330 18.489
to 120 0.0 0.0 0.0
810 33.49 0.0384 0.0 8.330 0.320 Vel = 5.09
810 32.88 1.639 1T 8.727 5.580 18.809
to 120 0.0 8.727 0.0
A03 66.37 0.1362 0.0 14.307 1.949 Vel = 10.09
0.0
66.37 20.758 K Factor = 14.57 .....,
811 35.10 1.639 1T 8.727 2.000 20.308
to 120 0.0 8.727 0.0
A03 35.1 0.0420 0.0 10.727 0.450 Vel= 5.34
0.0
35.10 20.758 K Factor = 7.70
812 33.69 1.639 0.0 8.330 18.719
to 120 0.0 0.0 0.0
813 33.69 0.0388 0.0 8.330 0.323 Vel= 5.12
813 33.09 1.639 1T 8.727 5.580 19.042
to 120 0.0 8.727 0.0
A04 66.78 0.1378 0.0 14.307 1.972 Vel = 10.15
0.0
66.78 21.014 K Factor = 14.57
814 35.32 1.639 1T 8.727 2.000 20.559
to 120 0.0 8.727 0.0
A04 35.32 0.0424 0.0 10.727 0.455 Vel= 5.37
0.0
35.32 21.014 K Factor = 7.70
801 31.42 1.639 0.0 6.750 16.289
to 120 0.0 0.0 0.0
802 31.42 0.0342 0.0 6.750 0.231 Vel = 4.78 '*"
802 30.80 1.639 0.0 7.000 16.520
to 120 0.0 0.0 0.0
803 62.22 0.1209 0.0 7.000 0.846 Vel = 9.46
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
t Ahern Fire Prbtecfion Page 8
GE ENERGY Date 020206
f'\ Hyd. Qa Dia. Fitting Pipe pt pt
Ref. "C" or Ftng's Pe Pv Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
S03 31.59 1.639 1T 8.727 2.500 17.366
to 120 0.0 8.727 0.0
A01 93.81 0.2584 0.0 11.227 2.901 Vel = 14.27
A01 34.64 4.31 0.0 11.000 20.267
to 120 0.0 0.0 0.0
A02 128.45 0.0042 0.0 11.000 0.046 Vel= 2.82
A02 128.60 4.31 21 18.954 10.620 20.313
to 120 0.0 18.954 0.0
A03 257.05 0.0150 0.0 29.574 0.445 Vel= 5.65
A03 101.47 4.31 0.0 9.200 20.758
to 120 0.0 0.0 0.0
A04 358.52 0.0278 0.0 9.200 0.256 Vel= 7.88
A04 102.09 4.31 21 18.954 4.660 21.014
to 120 0.0 18.954 0.0
A05 460.61 0.0443 0.0 23.614 1.045 Vel = 10.13
A05 0.0 4.31 31 28.431 10.950 22.059
(') 120 0.0 28.431 -2.451
A06 460.61 0.0442 0.0 39.381 1.742 Vel = 10.13
A06 0.0 4.31 31 28.431 71.660 21.350
to 120 1J 22.299 50.730 0.650
A07 460.61 0.0443 0.0 122.390 5.416 Vel = 10.13
A07 0.0 4.26 0.0 52.250 27.416
to 120 0.0 0.0 0.0
A08 460.61 0.0468 0.0 52.250 2.447 Vel = 10.37
A08 0.0 6.065 2E 28.0 116.000 29.863
to 120 0.0 28.000 0.0
A09 460.61 0.0084 0.0 144.000 1.207 Vel= 5.12
A09 0.0 7.981 2E 36.0 122.540 31.070
to 120 0.0 36.000 0.0
TOR 460.61 0.0022 0.0 158.540 0.350 Vel= 2.95
TOR 0.0 7.981 0.0 17.750 31.420
to 120 0.0 0.0 8.298
BOR 460.61 0.0022 0.0 17.750 0.039 Vel= 2.95
BOR 0.0 8.39 1V 30.537 52.290 39.757
to 140 1X 59.377 96.700 0.0
M01 460.61 0.0013 1G 6.786 148.990 0.193 Vel= 2.67
M01 0.0 8.39 1V 30.537 181.830 39.950
to 140 1X 59.377 96.700 0.0
(rEST 460.61 0.0013 1G 6.786 278.530 0.362 Vel= 2.67
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Ahern Fire Protection
GE ENERGY
Page ~
Date 020206
Hyd.
Ref.
Point
Qa
Dia.
"C"
Pf/Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
pt
Pe
Pf
pt
Pv
Pn
Notes ******....,
Qt
460.61
40.312
K Factor = 72.55
"-'
'wIÌ
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087