HomeMy WebLinkAbout0117627 B
No117627
CITY OF OSHKOSH
OSHKOSHBUILDING PERMIT - APPLICATION AND RECORD
ON THE WATER
OSHKOSH OFFICE BUILDING LLC
Job Address2990-2998 UNIVERSAL STOwnerCreate Date12/19/2005
DesignerContractorAHERN FIRE PROTECTION
Category223 - Alteration Offices, Banks, ProfessionalPlanQ2-70-0805
TypeBuildingSignCanopyFenceRaze
ZoningClass of Const:Size
Sq. Ft.Projection
Unfinished/Basement0Rooms0Height0Ft.
Finished/Living
0Sq. Ft.Bedrooms0StoriesCanopies0
Garage0Sq. Ft.Baths0Signs0
Poured ConcreteFloating SlabPierOther
Foundation
Concrete BlockPostTreated Wood
Occupancy PermitFlood PlainHeight Permit
Park Dedication# Dwelling Units0# Structures0
Office/ Installation of Automatic Fire Sprinkler System for basement only. -- NOTE-- System is required to be monitored
Use/Nature
of Work
-- NOTE-- System is required to be monitored
HVAC ContractorPlumbing Contractor
Electric Contractor
Fees: Valuation$9,000.00Plan Approval$0.00Permit Fee Paid$68.00Park Dedication$0.00
12/19/200500/00/0000
Issued By:DateFinal/O.P.
Permit Voided
Parcel Id #1329401200
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.
SignatureDate
Agent/Owner
201 Morris CourtFond du LacWI549360000920-921-9020
Address-Telephone Number
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.
'0
OSHKOSH
ON THE WATER
Job Address 2980-2990 UNIVERSAL ST
CITY OF OSHKOSH
No
117627
BUILDING PERMIT. APPLICATION AND RECORD
Owner OSHKOSH OFFICE BUILDING LLC
Create Date
12/19/2005
Designer
Contractor
AHERN FIRE PROTECTION
Category
223 - Alteration Offices, Banks, Professional
Plan Q2-70-0805
Type
. Building
0 Sign
0 Canopy
0 Fence
0 Raze
Zoning
Class of Const:
Size
Unfinished/Basement
~Sq.Ft.
~Sq.Ft.
Rooms
0
Height
OFt.
D Projection I
Finished/Living
Bedrooms 0
Stories
Canopies ~
Garage
~Sq.Ft.
Baths
Signs
0
Foundation
. Poured Concrete 0 Floating Slab
0 Concrete Block 0 Post
0 Pier
0 Treated Wood
0 Other
Occupancy Permit
Flood Plain
Height Permit
Park Dedication
# Dwelling Units 0
# Structures
~
Use/Nature pfficellnstallatlon of Automatic Fire Sprinkler System for basement only. NOTE System is required to be monitored
of Work
HVAC Contractor
Plumbing Contractor
Electric Contractor
$9,000.00 Plan Approval
$0.00 Permit Fee Paid
$68.00 Park Dedication
$0.00
Fees: Valuation
Issued By:
Date 12/19/2005
Final/O.P. 00/00/0000
D Permit Voided I
Parcelld # 1329401200
In the performance of this work I a9ree to perform all work pursuant to rules 90veming 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
AgenUOwner
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.
"
Co
~.
Ahern Fire Protection
A division of J. F. Ahern Co.
Wisconsin' Illinois' Missouri' Nebraska' Iowa' Minnesota
Q '2.. -16- (YàQS-'
RECEIVED
DEe 1 22005
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
: MIDWEST
: Basement
: 2990 Universal Street
: Entire
: 991971
: 991971.wx1
Oshkosh,Wl54901
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Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Ahern Fire Protection
MIDWEST
. ,
Page 1
Date 120705
'..'¡
Hydraulic Desiqn Information Sheet
Name - Midwest General Contractors
Location - 2990 Universal Street
Building - Basement
Contractor - Ahern Fire Protection
Calculated By - TJulka
Construction: (X) Combustible () Non-Combustible
Occupancy - Ordinary Group' 2
Date - 12-8-05
Oshkosh, WI 54901
System No. - Entire
Contract No. - 991971
Drawing No. - FP-l
Ceiling Height - 9' -4"
....,
S
Y
S
T
E
M
(XI NFPA 13 () Lt. Haz.
( I NFPA 231 ( I NFPA 23lC
Other
Specific Ruling
Ord.Haz.Gp. ( ) 1 (X) 2 ( I 3 () Ex.Haz.
( ) Figure Curve
Area of Sprinkler Operation - 900
Densi ty - .2000
Area Per Sprinkler - 130.000
Elevation at Highest Outlet - 108.500
Hose Allowance - Inside' - N.A.
Rack Sprinkler Allowanèe - N.A.
Hose Allowance - Outside - 250
Made By
Date
D
E
S
I
G
N
Note
System Type
(X) Wet
( ) Dry
( I Deluge
( I Preaction
( ) Other
Sprinkler /Nozzle
Make Viking
Model VK350
Size 3/4"
K-Factor 8.0
Temp.Rat.200
Calculation
Summary
Flow Required - 262.36 Press Required - 55.41 Base of Riser
C-Factor Used: 120 Overhead 140 Underground
Water Flow Test:
Date of Test - 9-9-05
Time of Test
Static Press - 76
Residual Press - 68
Flow - 1061
Elevation - 88
W
A
T
E
R
S
U
P
P
L
Y
C
0
M
M
S R
T A
0 C
R K
A
G
E
Pump Data:
Rated Cap.-
@ Press
Elev.
Tank or Reservoir:
Cap. -
Elev. -
....I
Location - Washburn & Hwy 44
Source of Information - AFP & Oshkosh Water Dept.
Well
Proof Flow
Commodity
Storage Ht.
Storage Method:
Solid Piled
Class
Area
%
Location
Aisle W.
Palleti zed
Rack
( ) Single Row
( ) Double Row
( ) Mult. Row
( ) Conven. Pallet
( ) Slave Pallet
( ) Encap.
( ) Non
( ) Auto. Storage
( ) Solid Shelf
( ) Open Shelf
Flue Spacing
Longi tudinal
Clearance: Storage to Ceiling
Transverse
Horizontal Barriers Provided:
...,I
Computer Programs by Hydratec Inc. Route 111 Windham NH USA 03087
Water Su-) Curve (C)
Ahern Fire Protection
MIDWEST
)
Page 2
Date 120705
City Water Supp..lY:
C1 - Static Pressure: 76
C2 - Residual Pressure: 68
C2 - Residual Flow: 1061
Demand:
D1 - Elevation
D2 - System Flow
D2 - Srstem Pressure
Hose Adj City)
Hose Demand)
D3 - S',Istem Demand
Safety Margin
: 8.879
: 262.359
: 67.321
: ::ZSO---'
: 512.359.
: 6.598
150
140
130
P 120
R 110
E 100
S 90
S 80
U70
R60
E 50
40
30
20
10
~. ('.2
17
D3
';'<
D1
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
MIDWEST Date 120705
Fitting Legend
Abbrev. Name Y, % 1 1X 1y, 2 2y, 3 3y, 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 90' Grvd Vic 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
Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Zia Wilkens 350 Fitting generates a Fixed Loss Based on Flow
(
Computer Programs by Hydratec 1,( .oute 111 Windham N.H. USA 03087
(.
t
,
PF~55ure I Flow Sumrnary - STANDARD
, Ahern Fire Protection Page 4
MIDWEST Date 120705
í~~de Elevation K-Fact PI Pn Flow Density Area Press
Actual Actual Req.
SO01 98.33 8 10.56 na 26.0 0.2 130 7.0
5002 98.33 8 10.56 na 26.0 0.2 130 7.0
S103 108.5 5.6 12.76 na 20.0 0.2 100 7.0
S104 108.5 5.6 15.21 na 21.84 0.2 100 7.0
5105 97.33 K= K@EQ01 12.12 na 26.57
5106 97.33 K= K@EQ02 14.41 na 28.22
5107 97.33 K= K@EQ02 16.82 na 30.48
S108 97.33 K= K@EQ02 22.26 na 35.07
8102 97.33 35.46 na
S109 97.33 K= K@EQ01 33.9 na 44.44
X109 97.33 38.88 na
8103 97.33 40.81 na
S101 97.33 K= K@EQ01 12.54 na 27.04
S102 97.33 K= K@EQ02 14.91 na 28.7
X103 97.33 20.22 na
X1O4 97,33 23.13 na
B101 97.33 36.37 na
A101 97.33 40.24 na
A102 97.33 41.18 na
A103 97.33 41.72 na
A104 97.33 50.4 na
TOR 97.33 54.08 na
BOR 97.33 55.41 na
UGO1 92.0 63.81 na
TEST 88.0 67.32 na 250.0
The maximum velocity is 18.3 and it occurs in the pipe between nodes S108 and B102
r
Computer Programs by Hydratec Inc, Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams "
"
Ahern Fire Protection Page 5
MIDWEST Date 120705
Hyd. Qa Dia. Fitting Pipe pt pt
Ref. "C" or Ftng's Pe Pv Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ....",
SO01 26.00 1.08 1E 2.305 1.000 10.562 K Factor = 8.00
to 120 0.0 2.305 0.433
EQ01 26.0 0.1837 0.0 3.305 0.607 Vel= 9.11
0.0
26.00 11.602 K Factor = 7.63
SO02 26.00 1.08 1T 5.762 1.000 10.562 K Factor = 8.00
to 120 0.0 5.762 0.433
EQ02 26.0 0.1835 0.0 6.762 1.241 Vel= 9.11
0.0
26.00 12.236 K Factor = 7.43
S103 20.00 1.08 2E 4.61 12.875 12.755 K Factor = 5.60
to 120 1T 5.762 10.372 4.838
X103 20.0 0.1129 0.0 23.247 2.625 Vel = 7.00
0.0
20.00 20.218 K Factor = 4.45
S104 21.84 1.08 2E 4.61 12.875 15.207 K Factor = 5.60
to 120 1T 5.762 10.372 4.838
X104 21.84 0.1329 0.0 23.247 3.089 Vel= 7.65
0.0 ...."
21.84 23.134 K Factor = 4.54
S105 26.57 1.08 0.0 12.000 12.120 K Factor @ node EQ01
to 120 0.0 0.0 0.0
S106 26.57 0.1911 0.0 12.000 2.293 Vel= 9.31
S106 28.22 1.408 0.0 12.000 14.413 K Factor @ node EQ02
to 120 0.0 0.0 0.0
S107 54.79 0.2002 0.0 12.000 2.403 Vel = 11.29
S107 30.48 1.408 0.0 12.000 16.816 K Factor @ node EQ02
to 120 0.0 0.0 0.0
S108 85.27 0.4538 0.0 12.000 5.446 Vel = 17.57
S108 35.07 1.639 2E 8.727 23.500 22.262 K Factor @ node EQ02
to 120 0.0 8.727 0.0
8102 120.34 0.4097 0.0 32.227 13.203 Vel = 18.30
8102 0.0 2.104 1T 10.902 36.160 35.465
to 120 0.0 10.902 0,0
A102 120.34 0.1214 0.0 47.062 5.713 Vel = 11.10
0.0
120.34 41.178 K Factor = 18.75
S109 44.44 1.08 1E 2.305 2.000 33.898 K Factor @ node EQ01
to 120 1T 5.762 8.067 0.0
X109 44.44 0.4947 0.0 10067 4.980 Vel = 15.56
X109 0.0 1.639 2E 8.727 21.120 38.878 --'
to 120 0.0 8.727 0.0
8103 44.44 0.0649 0.0 29.847 1.937 Vel = 6.76
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fmal Calculations - Standard
, Ahern Fire Protection Page 6
MIDWEST Date 120705
rHyd. Qa Dia. Fitting Pipe pt pt
. Ref. "C" or Ftng's Pe Pv Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
B103 0.0 2.104 1T 10.902 36.160 40.815
to 120 0.0 10.902 0.0
A103 44.44 0.0192 0.0 47.062 0.904 Vel= 4.10
0.0
44.44 41.719 K Factor = 6.88
S101 27.04 1.08 0.0 12.000 12.544 K Factor @ node EQ01
to 120 0.0 0.0 0.0
S102 27.04 0.1972 0.0 12.000 2.367 Vel = 9.47
S102 28.70 1.408 1E 3.308 15.750 14.911 K Factor @ node EQ02
to 120 1T 6.617 9.925 0.0
X103 55.74 0.2067 0.0 25.675 5.307 Vel = 11.49
X103 20.00 1.408 0.0 8.000 20.218
to 120 0.0 0.0 0.0
X104 75.74 0.3645 0.0 8.000 2.916 Vel = 15.61
X104 21.84 1.639 3E 13.09 25.790 23.134
to 120 1T 8.727 21.817 0.0
B101 97.58 0.2779 0.0 47.607 13.231 Vel = 14.84
r 'B101 0.0 2.104 1T 10.902 36.160 36.365
to 120 0.0 10.902 0.0
A101 97.58 0.0824 0.0 47.062 3.876 Vel= 9.00
A101 0.0 2.703 41 26.733 11.790 40.241
to 120 0.0 26.733 0.0
A102 97.58 0.0243 0.0 38.523 0.937 Vel = 5.46
A102 120.34 2.703 0.0 5.040 41.178
to 120 0.0 0.0 0.0
A103 217.92 0.1073 0.0 5.040 0.541 Vel = 12.18
A103 44.44 2.703 41 26.733 13.750 41.719
to 120 1J 16.786 43.519 0.0
A104 262.36 0.1515 0.0 57.269 8.679 Vel = 14.67
A104 0.0 3.314 11 7.279 58.208 50.398
to 120 0.0 7.279 0.0
TOR 262.36 0.0562 0.0 65.487 3.678 Vel= 9.76
TOR 0.0 3.314 1Z 10.191 6.208 54.076
to 120 11 7.279 17.470 0.0
BOR 262.36 0.0562 0.0 23.678 1.330 Vel= 9.76
BOR 0.0 3.314 1Zia 0.0 3.625 55.406
to 120 0.0 0.0 8.196 * Fixed loss = 5.888
UG01 262.36 0.0563 0.0 3.625 0.204 Vel= 9.76
r~G01 0.0 4.22 1G 3.345 50.000 63.806
140 1V 16.726 86.974 1.732
TEST 262.36 0.0130 2X 66.903 136.974 1.783 Vel= 6.02
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Ahern Fire Protection
MIDWEST
Page 7
Date 120705
Hyd.
Ref.
Point
Qa
Dia.
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
pt
Pe
Pf
pt
Pv
Pn
Notes ******
...,
"C"
Qt
Pf/Ft
250.00
512.36
67.321
Qa = 250.00
K Factor = 62.45
....I
...,I
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087