HomeMy WebLinkAboutPP - 4056 S 146TH ST - UNKNOWN - PERMITS AND PLANS4056 S 146TH ST
ASSOCIATED PERMITS
12-S-262 D12-274 PW10-143
SITE LOCATION
CITY OF TUKWILA
FIRE DEPARTMENT
444 Andover Park East
Tukwila,' VA 98188
206-575-4407
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
**PLEASE PRINT**
Site Address:I J �J 19 LD T�'l St
Date application
accepted:
PAID
2�-3n-
C 19 2012
TU WILA FIRE
King Co. Assessor's Tax No.:
Suite Number: 1 (A 1 Floor:
Tenant Name: New Tenant? ❑ - Yes ❑ - No
Property Owner's Name:
Mailing Address:
CONTACT PERSON -if there are questions about the submittal.
Name: -T-61
Company Name:SO O VKJt V ICU) L4 KO (V iCi j v
Mailing Address 7i " l 7-044''` S k f 1'' 1 h N .Y k �1 q n�1
ti 6�/ V V� igC, 71 State 7Z7i
E-mail Address: l4 0. 1 Y -O �r. e 6 g Fax Number:3l 6 403 000 (O
City State Zip
Day Telephone: 300 1 03 1 L0 0
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information
PERMIT APPLICATION NOTES
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules.
Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit
is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or
abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in
writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing
and justifiable cause demonstrated.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE
UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY
FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature:
Date:
Print Name: Day Telephone:
Plan Permit App.doc 5/14/10
TFD FP Form 8
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with perm
bat •- a7y
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
71 N.) 1 _ -eOrm-e
Typp of Inspeon: ,
/ S 3(..) A -I_
Address: ty d
Suite #:
S/ c j 6 f -
Contact Person:
Special Instructions:
Permits:
Phone No.:
RApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
c. 014
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: /^ (---2
Date: S7/ y// 3
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with rr[t
1)10-.3-7!"
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
TL „v u e 31'n•, ,e, 4--
Type of Inspection:
S r C. N 4--c
Address: N OS -6, S / q cam--
Suite #:
Contact Person:
Special Instructions:
Pre -Fire:
Phone No.:
roved per applicable codes.
Corrections required prior to approval.
COMMENTS:
(561) gt
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: A s'`�_
Date: 41/3/`/2
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with per pjt
s - aba
Dia -
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project: ,
1—L (NU-e5i-n ,e �
Type of Inspection:
Sl+ br v
\ CU`)-v-
Address:S 1N
(� p 5b
Suite #:
Contact Person:
Pre -Fire:
Special Instructions:
Phone No.:
-- o�
t)(
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
/4 -ti
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
/3r0
-- o�
I 04
t Loc -V -d
—,--e s\ n K
a 1-
c+Ni SL
D� 7 o
C-aotr-
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Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: S a_._
Date: 2 bch K
Hrs.:
!rtes
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip::
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
Pvio -/v3_
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
Ce w1(�/
/�
/ G fae 2
Typ Inspection:
Address:
Suite #: �o �w
S ��/6
�-7_
Sfi
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
D
6 c
10//
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
1
Inspector: l�A
ccli ,s -a__
Date:/
y///
Hrs.:
r
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
DESIGN SER
A-Pex Design Services, Inc. -EP
10731 47th P1 W
Mukilteo, WA 98275
425-493-9680
Job Name : TL INVESTMENT GROUP LOT 1 - One Head Calculation (H.6)
Drawing
Locatibn : 4056 S 146th STREET TUKWILLA WA 98168
Remote Area :
Contract : 121004-01
Data File : 121004-01 TL Investment Group Lot 1.wx1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-Pex Design Services, Inc. -EP Page 1
TL INVESTMENT GROUP LOT 1 - One Head Calculation (H.6) Date 11/19/2012
HYDRAULIC DESIGN INFORMATION SHEET
Name - TL INVESTMENT GROUP LOT 1
Location - TUKWILLA WA 98168
Building - System No. -
Contractor - SOUNDVIEW PLUMBING Contract No. - 121004-01
Calculated By - KAREN BABB Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
Date - 10-4-2012
S
Y
S
T
E
Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( )
( )Other
( )Specific Ruling Made by Date
M Listed Flow at Start Point - 18
Listed Pres. at Start Point - 17.52Psi
D MAXIMUM LISTED SPACING 18 x 18
E
S
I
G
N
Domestic Flow Added - 0
Additional Flow Added -
Elevation at Highest Outlet - 116
Note:
Gpm
Gpm
Gpm
Feet
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Make RELIABLE Model RFC43
Size 3/8 K -Factor 4.3
Temperature Rating 155
Calculation Gpm Required 18 Psi Required 47.94
Summary C -Factor Used: Overhead 150
At Ref Pt STR
Underground 150
W Water Flow Test:
A Date of Test
T Time of Test -
E Static (Psi) - 70
R Residual (Psi) - 65
Flow (Gpm) - 300
S Elevation - 100
Pump Data:
Rated Cap.
@ Psi
Elev.
Other
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
m
x
c
0
m
0
To
0
-0
(a
a)
1
a)
c
0
w0
c Cl-
-
vi
a) I--
0) Z
W
0W
0 Z
aJ
QI-
Fittings Used Summary
co
C
0
1
0
0
N
Q)
0
w0
c d
a) 0
a) ct
U_
oZ
c w
rn2
ppW
>
NZ
Q1 -
v
N
0
N
W
CO
N
0
CO
co
W
N
M N
o r O
V.-0000
0
V W W o 0 0
M r- 1- 0 0 0
N 0
NWW000
N 0
N W 0 0 0 0
W 0
v M 0 0 0
V 0
-. M M 0 0 0
N W
N N 0 0 0
O O
N N 0 0 0
r
0
n.--000
N
(0�.00O
oWn
M N
Mn -W. -- MV
NV
N , N
.•*
w( i- 55
Units Summary
w U C
7 —
C a)
m
Q
a 0)
c • Q)
o 0.
fA W T1
c
UL�?d
w yU)
C M C
0 c m
1)) 0 c e
Nw0 w
Emm
mJLLd
Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP Page 4
TL INVESTMENT GROUP LOT 1 - One Head Calculation (H.6) Date 11/19/2012
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 70.0 65 300.0 69.973 18.0 47.941
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.6 116.0
T.27 116.0
T.28 116.0
T.23 108.0
H.3 108.0
H.2 108.0
H.8 108.0
H.10 108.0
T.31 108.0
T.32 108.0
S.1 104.0
MTR 100.0
STR 100.0
H.1 116.0
H.5 116.0
T.25 116.0
H.9 116.0
T.29 116.0
T.30 116.0
T.26 116.0
H.7 116.0
H.12 116.0
T.33 116.0
T.35 116.0
T.36 108.0
H.13 116.0
H.16 116.0
T.39 116.0
H.19 116.0
T.43 116.0
T.42 108.0
H.18 108.0
T.34 116.0
H.14 116.0
T.41 116.0
T.40 116.0
T.37 108.0
T.38 108.0
H.17 108.0
H.21 108.0
H.4 108.0
H.15 108.0
4.3 17.52 18.0
18.15
18.41
22.58
22.62
22.92
23.04
23.28
23.37
23.55
30.43
46.13
47.94
17.96
18.46
18.67
18.84
19.02
19.49
18.25
18.68
18.97
19.07
19.29
23.33
19.05
19.07
19.1
19.12
19.15
22.82
23.01
19.09
19.11
19.14
19.15
22.66
22.69
22.7
22.76
22.61
22.65
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP Page 5
TL INVESTMENT GROUP LOT 1 - One Head Calculation (H.6) Date 11/19/2012
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.20 116.0 19.14
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
,Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 6
TL INVESTMENT GROUP LOT 1 - One Head Calculation (H.6) Date 11/19/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
H.6
to
T.27
11.33
11.33
0.862
150.0
0.0782
1 Utr 2.0
0.0
0.0
6.000
2.000
8.000
17.520
0.0
0.626
K Factor = 4.30
Vel = 6.23
T.27
to
T.28
-6.31
5.02
0.862
150.0
0.0174
1 Utb 17.0
0.0
0.0
1.000
14.000
15.000
18.146
0.0
0.261
Vel = 2.76
T.28
to
T.23
0.0
5.02
0.862
150.0
0.0174
1 Utb 17.0
1Uel 11.0
0.0
15.000
26.000
41.000
18.407
3.465
0.713
Vel = 2.76
T.23
to
H.3
-1.26
3.76
0.862
150.0
0.0103
1 Utr 2.0
0.0
0.0
1.000
2.000
3.000
22.585
0.0
0.031
Vel = 2.07
H.3
to
H.2
0.0
3.76
0.862
150.0
0.0102
1 Uel
1 Utr
11.0
2.0
0.0
16.000
14.000
30.000
22.616
0.0
0.305
Vel = 2.07
H.2 0.0 0.862 1 Utr 2.0 10.000 22.921
to 150.0 0.0 2.000 0.0
H.8 3.76 0.0102 0.0 12.000 0.122 Vel = 2.07
H.8 0.0 0.862 1 UeI 11.0 11.000 23.043
to 150.0 0.0 12.000 0.0
H.10 3.76 0.0101 0.0 23.000 0.233 Vel = 2.07
H.10 0.0 0.862 1 Utr 2.0 7.000 23.276
to 150.0 0.0 2.000 0.0
T.31 3.76 0.0102 0.0 9.000 0.092 Vel = 2.07
T.31 4.77 0.862 1 Utr 2.0 2.000 23.368
to 150.0 0.0 2.000 0.0
T.32 8.53 0.0462 0.0 4.000 0.185 Vel = 4.69
T.32 9.47 0.862 1T 7.528 11.000 23.553
to 150.0 1 Utb 17.0 16.904 1.732
S.1 18.0 0.1844 0.0 27.904 5.145 Vel = 9.90
S.1 0.0 1.049 2E 6.044 50.000 30.430
to 150.0 0.0 6.044 11.732 * Fixed loss = 10
MTR 18.0 0.0709 0.0 56.044 3.971 Vel = 6.68
MTR 0.0 1.025 1E 2.7 12.000 46.133
to 150.0 1T 6.75 10.800 0.0
STR 18.0 0.0793 1G 1.35 22.800 1.808 Vel = 7.00
0.0
18.00 47.941 K Factor = 2.60
H.6 6.67 0.862 1 Utr 2.0 13.000 17.520
to 150.0 0.0 2.000 0.0
H.1 6.67 0.0294 0.0 15.000 0.441 Vel = 3.67
H.1 0.0 0.862 1 Utr 2.0 15.000 17.961
to 150.0 0.0 2.000 0.0
H.5 6.67 0.0294 0.0 17.000 0.500 Vel = 3.67
H.5 0.0 0.862 1 Utr 2.0 5.000 18.461
to 150.0 0.0 2.000 0.0
T.25 6.67 0.0293 0.0 7.000 0.205 Vel = 3.67
T.25 0.0 0.862 1 Utr 2.0 4.000 18.666
to 150.0 0.0 2.000 0.0
H.9 6.67 0.0295 0.0 6.000 0.177 Vel = 3.67
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
.Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 7
TL INVESTMENT GROUP LOT 1 - One Head Calculation (H.6) Date 11/19/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
H.9 0.0 0.862 1 Utr 2.0 4.000 18.843
to 150.0 0.0 2.000 0.0
T.29 6.67 0.0293 0.0 6.000 0.176
Vel = 3.67
T.29 -1.90 0.862 1 Utb 17.0 4.000 19.019
to 150.0 1 UeI 11.0 26.000 0.0
T.30 4.77 0.0158 0.0 30.000 0.474
Vel = 2.62
T.30 0.0 0.862 1 Utb 17.0 12.000 19.493
to 150.0 0.0 14.000 3.465
T.31 4.77 0.0158 0.0 26.000 0.410
Vel = 2.62
0.0
4.77
23.368 K Factor = 0.99
T.27 6.30 0.862 1 Utr 2.0 2.000 18.146
to 150.0 0.0 2.000 0.0
T.26 6.3 0.0265 0.0 4.000 0.106
Vel = 3.46
T.26 0.0 0.862 1 UeI 11.0 4.000 18.252
to 150.0 0.0 12.000 0.0
H.7 6.3 0.0264 0.0 16.000 0.423
Vel = 3.46
H.7 0.0 0.862 1 Utr 2.0 9.000 18.675
to 150.0 0.0 2.000 0.0
H.12 6.3 0.0265 0.0 11.000 0.291
Vel = 3.46
H.12 0.0 0.862 1 Utr 2.0 2.000 18.966
to 150.0 0.0 2.000 0.0
T.33 6.3 0.0265 0.0 4.000 0.106
Vel = 3.46
T.33 -1.77 0.862 1 Utb 17.0 1.000 19.072
to 150.0 0.0 14.000 0.0
T.35 4.53 0.0144 0.0 15.000 0.216
Vel = 2.49
T.35 0.0 0.862 1 Uel 11.0 14.000 19.288
to 150.0 1 Utb 17.0 26.000 3.465
T.36 4.53 0.0144 0.0 40.000 0.575
Vel = 2.49
T.36 4.94 0.862 1 Utr 2.0 2.000 23.328
to 150.0 0.0 2.000 0.0
T.32 9.47 0.0562 0.0 4.000 0.225
Vel = 5.21
0.0
9.47
23.553 K Factor = 1.95
T.29 1.90 0.862 1 Utr 2.0 8.000 19.019
to 150.0 0.0 2.000 0.0
H.13 1.9 0.0029 0.0 10.000 0.029
Vel = 1.04
H.13 0.0 0.862 1 Utr 2.0 7.000 19.048
to 150.0 0.0 2.000 0.0
H.16 1.9 0.0029 0.0 9.000 0.026
Vel = 1.04
H.16 0.0 0.862 1 Utr 2.0 8.000 19.074
to 150.0 0.0 2.000 0.0
T.39 1.9 0.0029 0.0 10.000 0.029
Vel = 1.04
T.39 0.0 0.862 1 Utr 2.0 5.000 19.103
to 150.0 0.0 2.000 0.0
H.19 1.9 0.0029 0.0 7.000 0.020
Vel = 1.04
H.19 0.0 0.862 1 Utr 2.0 6.000 19.123
to 150.0 0.0 2.000 0.0
T.43 1.9 0.0029 0.0 8.000 0.023
Vel = 1.04
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
.Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 8
TL INVESTMENT GROUP LOT 1 - One Head Calculation (H.6) Date 11/19/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
T.43 0.74 0.862 2Utb 34.0 12.000 19.146
to 150.0 0.0 28.000 3.465
T.42 2.64 0.0053 0.0 40.000 0.212
Vel = 1.45
T.42 2.30 0.862 1 Utr 2.0 9.000 22.823
to 150.0 0.0 2.000 0.0
H.18 4.94 0.0168 0.0 11.000 0.185
Vel = 2.72
H.18 0.0 0.862 1 Uel 11.0 7.000 23.008
to 150.0 0.0 12.000 0.0
T.36 4.94 0.0168 0.0 19.000 0.320
Vel = 2.72
0.0
4.94
23.328 K Factor = 1.02
T.33 1.77 0.862 1 Utr 2.0 5.000 19.072
to 150.0 0.0 2.000 0.0
T.34 1.77 0.0026 0.0 7.000 0.018
Vel = 0.97
T.34 0.0 0.862 1 Utr 2.0 6.000 19.090
to 150.0 0.0 2.000 0.0
H.14 1.77 0.0025 0.0 8.000 0.020
Vel = 0.97
H.14 0.0 0.862 1 Utr 2.0 8.000 19.110
to 150.0 0.0 2.000 0.0
T.41 1.77 0.0025 0.0 10.000 0.025
Vel = 0.97
T.41 -0.74 0.862 1 Utb 17.0 3.000 19.135
to 150.0 0.0 14.000 0.0
T.40 1.03 0.0009 0.0 17.000 0.016
Vel = 0.57
T.40 0.0 0.862 1 Utb 17.0 17.000 19.151
to 150.0 1 Uel 11.0 26.000 3.465
T.37 1.03 0.0009 0.0 43.000 0.040
Vel = 0.57
T.37 1.27 0.862 1 Utr 2.0 6.000 22.656
to 150.0 0.0 2.000 0.0
T.38 2.3 0.0040 0.0 8.000 0.032
Vel = 1.26
T.38 0.0 0.862 1 Utr 2.0 2.000 22.688
to 150.0 0.0 2.000 0.0
H.17 2.3 0.0042 0.0 4.000 0.017
Vel = 1.26
H.17 0.0 0.862 1 Utr 2.0 11.000 22.705
to 150.0 0.0 2.000 0.0
H.21 2.3 0.0041 0.0 13.000 0.053
Vel = 1.26
H.21 0.0 0.862 0.0 16.000 22.758
to 150.0 0.0 0.0 0.0
T.42 2.3 0.0041 0.0 16.000 0.065
Vel = 1.26
0.0
2.30
22.823 K Factor = 0.48
T.23 1.26 0.862 1 UeI 11.0 8.000 22.585
to 150.0 0.0 12.000 0.0
H.4 1.26 0.0014 0.0 20.000 0.027
Vel = 0.69
H.4 0.0 0.862 1 Utr 2.0 23.000 22.612
to 150.0 0.0 2.000 0.0
H.15 1.26 0.0014 0.0 25.000 0.034
Vel = 0.69
H.15 0.0 0.862 1 Utr 2.0 5.000 22.646
to 150.0 0.0 2.000 0.0
T.37 1.26 0.0014 0.0 7.000 0.010
Vel = 0.69
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
., Final 'Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 9
TL INVESTMENT GROUP LOT 1 - One Head Calculation (H.6) Date 11/19/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
0.0
1.26 22.656 K Factor = 0.26
T.41 0.74 0.862 1 Uel 11.0 7.000 19.135
to 150.0 0.0 12.000 0.0
H.20 0.74 0.0005 0.0 19.000 0.010 Vel = 0.41
H.20 0.0 0.862 0.0 3.000 19.145
to 150.0 0.0 0.0 0.0
T.43 0.74 0.0003 0.0 3.000 0.001 Vel = 0.41
0.0
0.74 19.146 K Factor = 0.17
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-Pex Design Services, Inc. -EP
10731 47th PI W
Mukilteo, WA 98275
425-493-9680
0r11,Y FOR
Q4�Gc
o
O .o�I► 1 Li1.
:phanie Marie Fahey
109-04-2130
o`c Tion Spriok�e�e��,
hrou8h Deee
Job Name : TL INVESTMENT GROUP LOT 1 - Two Head Calculation (H.9 & H.12)
Drawing
Location : 4056 S 146th STREET TUKWILLA WA 98168
Remote Area :
Contract : 121004-01
Data File : 121004-01 TL Investment Group Lot 1.wx2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-Pex Design Services, Inc. -EP Page 1
TL INVESTMENT GROUP LOT 1 - Two Head Calculation (H.9 & H.12) Date 11/19/2012
HYDRAULIC DESIGN INFORMATION SHEET
Name - TL INVESTMENT GROUP LOT 1
Location - TUKWILLA WA 98168
Building - System No. -
Contractor - SOUNDVIEW PLUMBING Contract No. - 121004-01
Calculated By - KAREN BABB Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
Date - 10-4-2012
S
Y
S
T
E
Type of Calculation: ( )NFPA 13 Residential
Number of Sprinklers Flowing: ( )1 (X)2
( )Other
( )Specific Ruling
( )NFPA 13R
( )4 ( )
(X)NFPA 13D
Made by Date
M Listed Flow at Start Point - 13 Gpm
Listed Pres. at Start Point - 9.14 Psi
D MAXIMUM LISTED SPACING 16 x 16
E Domestic Flow Added - 0 Gpm
S Additional Flow Added - Gpm
I Elevation at Highest Outlet - 116 Feet
G Note:
N
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Make RELIABLE Model RFC43
Size 3/8 K -Factor 4.3
Temperature Rating 155
Calculation Gpm Required 26.1031
Summary C -Factor Used:
Psi Required 50.49 At Ref Pt STR
Overhead 150 Underground 150
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 70
R Residual (Psi) - 65
Flow (Gpm) - 300
S Elevation - 100
Pump Data:
Rated Cap.
@ Psi
Elev.
Other
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
N
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N N
N C
ao
Fittings Used Summary
N
0
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N 0
NO (0 0 0 0
CO O
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• N N 0 0 0
O O
N N 0 0 0
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Units Summary
t
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Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 1 - Two Head Calculation (H.9 & H.12)
Page 4
Date 11/19/2012
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 70.0 65 300.0 69.945 26.1 50.492
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.9 116.0
T.29 116.0
T.30 116.0
T.31 108.0
T.32 108.0
S.1 104.0
MTR 100.0
STR 100.0
T.25 116.0
I-1.5 116.0
H.1 116.0
H.6 116.0
T.27 116.0
T.28 116.0
T.23 108.0
H.3 108.0
H.2 108.0
H.8 108.0
H.10 108.0
T.26 116.0
H.7 116.0
H.12 116.0
T.33 116.0
T.35 116.0
T.36 108.0
H.13 116.0
H.16 116.0
T.39 116.0
H.19 116.0
T.43 116.0
T.42 108.0
H.18 108.0
T.34 116.0
H.14 116.0
T.41 116.0
T.40 116.0
T.37 108.0
T.38 108.0
H.17 108.0
H.21 108.0
H.20 116.0
H.15 108.0
4.3 9.14 13.0
9.55
10.58
14.94
15.3
27.26
46.9
50.49
9.17
9.2
9.28
9.36
9.39
9.62
13.69
13.74
14.22
14.42
14.8
9.38
9.32
4.3 9.29 13.1
9.58
10.07
14.84
9.62
9.69
9.77
9.82
9.89
13.89
14.24
9.66
9.75
9.86
9.96
13.68
13.72
13.74
13.81
9.88
13.68
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
• Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP Page 5
TL INVESTMENT GROUP LOT 1 - Two Head Calculation (H.9 & H.12) Date 11/19/2012
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.4 108.0 13.68
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
' Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 6
TL INVESTMENT GROUP LOT 1 - Two Head Calculation (H.9 & H.12) Date 11/19/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
H.9 10.50 0.862 1 Utr 2.0 4.000 9.140
to 150.0 0.0 2.000 0.0
T.29 10.5 0.0680 0.0 6.000 0.408
K Factor = 4.30
Vel = 5.77
T.29
to
T.30
-3.23
7.27
0.862
150.0
0.0345
1 Utb
1 Uel
17.0
11.0
0.0
4.000
26.000
30.000
9.548
0.0
1.034
Vel = 4.00
T.30
to
T.31
0.0
7.27
0.862
150.0
0.0345
1 Utb 17.0
0.0
0.0
12.000
14.000
26.000
10.582
3.465
0.896
Vel = 4.00
T.31
to
T.32
4.85
12.12
0.862
150.0
0.0888
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
14.943
0.0
0.355
Vel = 6.66
T.32
to
S.1
13.98
26.1
0.862
150.0
0.3667
1T 7.528 11.000
1 Utb 17.0 16.904
0.0 27.904
15.298
1.732
10.233
Vel = 14.35
S.1
to
MTR
0.0
26.1
1.049
150.0
0.1410
2E 6.044 50.000 27.263
0.0 6.044 11.732
0.0 56.044 7.900
* Fixed loss = 10
Vel = 9.69
MTR 0.0 1.025 1E 2.7 12.000 46.895
to 150.0 1T 6.75 10.800 0.0
STR 26.1 0.1578 1G 1.35 22.800 3.597 Vel = 10.15
0.0
26.10 50.492 K Factor = 3.67
H.9 2.50 0.862 1 Utr 2.0 4.000 9.140
to 150.0 0.0 2.000 0.0
T.25 2.5 0.0048 0.0 6.000 0.029 Vel = 1.37
T.25 0.0 0.862 1 Utr 2.0 5.000 9.169
to 150.0 0.0 2.000 0.0
H.5 2.5 0.0047 0.0 7.000 0.033 Vel = 1.37
H.5 0.0 0.862 1 Utr 2.0 15.000 9.202
to 150.0 0.0 2.000 0.0
H.1 2.5 0.0048 0.0 17.000 0.081 Vel = 1.37
H.1 0.0 0.862 1 Utr 2.0 13.000 9.283
to 150.0 0.0 2.000 0.0
H.6 2.5 0.0048 0.0 15.000 0.072 Vel = 1.37
H.6 0.0 0.862 1 Utr 2.0 6.000 9.355
to 150.0 0.0 2.000 0.0
T.27 2.5 0.0048 0.0 8.000 0.038 Vel = 1.37
T.27 2.10 0.862 1 Utb 17.0 1.000 9.393
to 150.0 0.0 14.000 0.0
T.28 4.6 0.0148 0.0 15.000 0.222 Vel = 2.53
T.28 0.0 0.862 1 Utb 17.0 15.000 9.615
to 150.0 1 Uel 11.0 26.000 3.465
T.23 4.6 0.0148 0.0 41.000 0.607 Vel = 2.53
T.23 0.25 0.862 1 Utr 2.0 1.000 13.687
to 150.0 0.0 2.000 0.0
H.3 4.85 0.0163 0.0 3.000 0.049 Vel = 2.67
I-1.3 0.0 0.862 1 UeI 11.0 16.000 13.736
to 150.0 1 Utr 2.0 14.000 0.0
H.2 4.85 0.0163 0.0 30.000 0.489 Vel = 2.67
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 7
TL INVESTMENT GROUP LOT 1 - Two Head Calculation (H.9 & H.12) Date 11/19/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
H.2 0.0 0.862 1 Utr 2.0 10.000 14.225
to 150.0 0.0 2.000 0.0
H.8 4.85 0.0163 0.0 12.000 0.196
Vel = 2.67
H.8 0.0 0.862 1 Uel 11.0 11.000 14.421
to 150.0 0.0 12.000 0.0
H.10 4.85 0.0163 0.0 23.000 0.375
Vel = 2.67
H.10 0.0 0.862 1 Utr 2.0 7.000 14.796
to 150.0 0.0 2.000 0.0
T.31 4.85 0.0163 0.0 9.000 0.147
Vel = 2.67
0.0
4.85
14.943 K Factor = 1.25
T.27 -2.10 0.862 1 Utr 2.0 2.000 9.393
to 150.0 0.0 2.000 0.0
T.26 -2.1 -0.0032 0.0 4.000 -0.013
Vel = 1.15
T.26 0.0 0.862 1 Uel 11.0 4.000 9.380
to 150.0 0.0 12.000 0.0
H.7 -2.1 -0.0035 0.0 16.000 -0.056
Vel = 1.15
H.7 0.0 0.862 1 Utr 2.0 9.000 9.324
to 150.0 0.0 2.000 0.0
H.12 -2.1 -0.0035 0.0 11.000 -0.038
Vel = 1.15
H.12 13.10 0.862 1 Utr 2.0 2.000 9.286
to 150.0 0.0 2.000 0.0
T.33 11.0 0.0740 0.0 4.000 0.296
K Factor = 4.30
Vel = 6.05
T.33 -3.95 0.862 1 Utb 17.0 1.000 9.582
to 150.0 0.0 14.000 0.0
T.35 7.05 0.0325 0.0 15.000 0.488
Vel = 3.88
T.35 0.0 0.862 1 Uel 11.0 14.000 10.070
to 150.0 1 Utb 17.0 26.000 3.465
T.36 7.05 0.0325 0.0 40.000 1.301
Vel = 3.88
T.36 6.93 0.862 1 Utr 2.0 2.000 14.836
to 150.0 0.0 2.000 0.0
T.32 13.98 0.1155 0.0 4.000 0.462
Vel = 7.69
0.0
13.98
15.298 K Factor = 3.57
T.29 3.23 0.862 1 Utr 2.0 8.000 9.548
to 150.0 0.0 2.000 0.0
H.13 3.23 0.0077 0.0 10.000 0.077
Vel = 1.78
H.13 0.0 0.862 1 Utr 2.0 7.000 9.625
to 150.0 0.0 2.000 0.0
H.16 3.23 0.0077 0.0 9.000 0.069
Vel = 1.78
H.16 0.0 0.862 1 Utr 2.0 8.000 9.694
to 150.0 0.0 2.000 0.0
T.39 3.23 0.0077 0.0 10.000 0.077
Vel = 1.78
T.39 0.0 0.862 1 Utr 2.0 5.000 9.771
to 150.0 0.0 2.000 0.0
H.19 3.23 0.0077 0.0 7.000 0.054
Vel = 1.78
H.19 0.0 0.862 1 Utr 2.0 6.000 9.825
to 150.0 0.0 2.000 0.0
T.43 3.23 0.0076 0.0 8.000 0.061
Vel = 1.78
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 8
TL INVESTMENT GROUP LOT 1 - Two Head Calculation (H.9 & H.12) Date 11/19/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes
T.43 1.14 0.862 2Utb 34.0 12.000 9.886
to 150.0 0.0 28.000 3.465
T.42 4.37 0.0134 0.0 40.000 0.538
Vel = 2.40
T.42 2.56 0.862 1 Utr 2.0 9.000 13.889
to 150.0 0.0 2.000 0.0
H.18 6.93 0.0315 0.0 11.000 0.347
Vel = 3.81
H.18 0.0 0.862 1 Uel 11.0 7.000 14.236
to 150.0 0.0 12.000 0.0
T.36 6.93 0.0316 0.0 19.000 0.600
Vel = 3.81
0.0
6.93
14.836 K Factor = 1.80
T.33 3.95 0.862 1 Utr 2.0 5.000 9.582
to 150.0 0.0 2.000 0.0
T.34 3.95 0.0111 0.0 7.000 0.078
Vel = 2.17
T.34 0.0 0.862 1 Utr 2.0 6.000 9.660
to 150.0 0.0 2.000 0.0
H.14 3.95 0.0112 0.0 8.000 0.090
Vel = 2.17
H.14 0.0 0.862 1 Utr 2.0 8.000 9.750
to 150.0 0.0 2.000 0.0
T.41 3.95 0.0111 0.0 10.000 0.111
Vel = 2.17
T.41 -1.14 0.862 1 Utb 17.0 3.000 9.861
to 150.0 0.0 14.000 0.0
T.40 2.81 0.0060 0.0 17.000 0.102
Vel = 1.54
T.40 0.0 0.862 1 Utb 17.0 17.000 9.963
to 150.0 1 Uel 11.0 26.000 3.465
T.37 2.81 0.0059 0.0 43.000 0.255
Vel = 1.54
T.37 -0.25 0.862 1 Utr 2.0 6.000 13.683
to 150.0 0.0 2.000 0.0
T.38 2.56 0.0050 0.0 8.000 0.040
Vel = 1.41
T.38 0.0 0.862 1 Utr 2.0 2.000 13.723
to 150.0 0.0 2.000 0.0
H.17 2.56 0.0050 0.0 4.000 0.020
Vel = 1.41
H.17 0.0 0.862 1 Utr 2.0 11.000 13.743
to 150.0 0.0 2.000 0.0
H.21 2.56 0.0050 0.0 13.000 0.065
Vel = 1.41
H.21 0.0 0.862 0.0 16.000 13.808
to 150.0 0.0 0.0 0.0
T.42 2.56 0.0051 0.0 16.000 0.081
Vel = 1.41
0.0
2.56
13.889 K Factor = 0.69
T.41 1.14 0.862 1 Uel 11.0 7.000 9.861
to 150.0 0.0 12.000 0.0
H.20 1.14 0.0012 0.0 19.000 0.022
Vel = 0.63
H.20 0.0 0.862 0.0 3.000 9.883
to 150.0 0.0 0.0 0.0
T.43 1.14 0.0010 0.0 3.000 0.003
Vel = 0.63
0.0
1.14
9.886 K Factor = 0.36
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 9
TL INVESTMENT GROUP LOT 1 - Two Head Calculation (H.9 & H.12) Date 11/19/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
T.37 0.25 0.862 1 Utr 2.0 5.000 13.683
to 150.0 0.0 2.000 0.0
H.15 0.25 0.0001 0.0 7.000 0.001 Vel = 0.14
H.15 0.0 0.862 1 Utr 2.0 23.000 13.684
to 150.0 0.0 2.000 0.0
H.4 0.25 0.0 0.0 25.000 0.001 Vel = 0.14
H.4 0.0 0.862 1 Uel 11.0 8.000 13.685
to 150.0 0.0 12.000 0.0
T.23 0.25 0.0001 0.0 20.000 0.002 Vel = 0.14
0.0
0.25 13.687 K Factor = 0.07
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
cfi
20 12
TUKWILAFRES
5UFPL-Y
5TATIC P5I: 70 n
PESInUAL P51: 65 1-4
FLOW GPM: 300
50' OF I" POLY PCOM THE ME1 TO 5,1
1" METEP
12' O' I" COPPEI: TOM TI -E 511:EET
WA''5:I? 5M I C� n�1'At
N,T,S
I HEAP
21-EAn
MO5T-WYnpALLICALLY I;EMO1E HEAPS
I -EAP #
H.6
H.9 & H,12
GPM P 55LE
18
26
?EQ' n AT 511W
47.9'4
50,49
0
I;FC43-16
0
pFC43-18
VK -160-200 -
19
pELIA'LE Model f:PC43pFC43 Concealed Pendent 5prinkler
155F°, 3/ 8" Orifice, Maximum 5pacin 16'x16'
Sprinkler head demand 13 gpm @ 9,114
1?EL1A13LE Model I:FC431=:FC43 Concealed Pendent 5prinkler
4,3, 1558°, 3/ 8" Orifice, Maximum Spacing 18'x18'
Sprinkler head demand 18 qpm @ 17,52
SEE 5L
'MITTAL
\MMA Iib ¶AC3I.� 151513
n151 A\a5 TOM HEA -1501,11U5
-EAT 50UI?CE
OPnINAl:Y
TEMP
IN.
INTEI:M VIAM
TEMP
IN.
SIPE OF FI?EPLACE
6"
12"
FRONT 0" PI?EPLACE
60"
36"
WOOn'LI?NING STOVE
42"
12"
KITCI-EN P.ANGE
18"
9"
WALL OVEN
18"
9"
Hor AR FLUES
18"
9"
UNIN5ULATEn HEAT IUCTS
18"
9"
UNIN5LLATE12 HOT WATEP PIPE5
12"
6"
51I2E OF HOT Alp PIFPU5
24"
12"
FRONT 0' Hor Alt? PIPPU5EP
36"
18"
HOT WAT1; HEATEf?
6"
"
PUI:NACE
6"
3"
OW -250W LIG-1" FIX11,
6"
3"
250W -499W I -16I -T FIX1.
12"
6"
\
\ \
1 PPELHM, & CON5T, 10-4-2012
2
-,
4
ml11-PUQQO5TOW 5WI1tH
IN5fA.I-A1iO\
(9) 111 90 96e FL30W5
App
CA.CUI,A1i0\ FOP I\ ;1ZLML-
IIEI\G FI\G ArflC.
6.5.3 A warning sign, with minimum 1/4 inch letters, shall be affixed
adjacent to the main shutoff valve and shall state the following:
WARNING: The water system for this home supplies fire sprinklers
that require certain flows and pressures to fight a fire. Devices
that restrict the flow or decrease the pressure or automatically
shut off the water to the fire sprinkler system, such as water
softeners, filtration systems, and automatic shut-off valves, shall
not be added to this system without a review of the fire sprinkler
system by a fire protection specialist. Do not remove this sign.
Re -1-., ,.., .....4w, I
EGRESS
TI -15 SUGGE5TEn LAYOUT I513A5En UPON INPOI:MA110N PI:OVIt2 Y 011-EP5,
CHANGES IN C0N5TPLIC110N 0P HLP CONII11ON5 MAY OCCLP WI -ICH MAY
1 QU1?E CHANGES TO THE LAYOUT, lT 15 TIS ?E5PON51'ILITY OF 11-E IN5TALLEI:
TO NOTIFY APEX PE5IGN SE:VICE5 0 SLCH CHANGES
COkW1110
50501X0, S.G. 50613 SLGD
' COLOF/ I.INTYP� LGNNn
'LUE LINES- FEEL TO PIXTLIRE5 ('ATH, 5-0WWp, ETC,)
GEGEN LINO=S= CONNrCTIONS,
'LACK LINES- SPpINKLEp HEAP TO I:INKLER HEAP,
- I / 2" PIPE SIZE
3/ 4" MPE SIZE
- I" PIPE SIZE
I I / 4" PIPE SIZE
2 2" PIPE SIZE
iu
3050 FIX 50501X0 3050 FIX
i—
t' a
SOAK
TUB
H15
I;FC43-16
A
-1,2" X 16'
S'-10'
F,2
3' X 5'
SHOWER
H.6
457 l
�ji�
I\I l , 18
IF64 -16
12'
l'-6" 2'-10'
246s
IFC4 -I
246.5
OCA
2
0
X
0
0
CLOSET
LINEN:
VK 160-20d'
506a BY-PASS
/ 1-0°
"-10° 3'-0° 2'-4' 3'-2°
\U43-16
3
20 MIN.
RATED,L?
1-
r
14' X 10'
5-1 TOW 5W11CH
EI5A55M31Y
DN 16R
4' BOLLARD
ti" E PRESSURELIEF
O EXTERIOR AND
i
_z , n„
r4c ���T
�
. r:. ITC4
CLOSI
SLAB ON GRADE
WALL LINE ABOVE
ABovE
2 U._ALL f2' 1-11G1-1
t
OFE C4
TO BELOW
-PROVIDE ONE LAYER 543' GWB TYPE 'X° AT
-CEILINGS eoMr'leN-WITH HABfTABL-E- AREAS— -
-WHERE THE SETARATION IS A FLOOR -
CEILING ASSEIVBLY, CLAD ALL SUPPORT
COLUMNS, BEAMS AND WALLS WITH ONE
LAYER 1/2' GWS.
-THE GARAGE SHALL BE SEPARATED FROM
THE RESIDENCE AND ATTIC AREA IUITH NO
LESS THAN 1/2' (UJB ON THE GARAGE SIDE.
WALL LINE ABOVE
0 SL
XO
EGRESS
3030 FIX
,(.7)t vn
16010 OHD
SLAB
0
100y I /4III�OII
^xii IfF.
O Witot.ut Comments
pc As Noted in Red
0 Per The Attached Letter
These plans have been reviewed by 1 ne Tukwila Fire
Prevention Bureau for conformance with can-erlt City
standards. Acceptance is subject to errors and
omissions which do not authorize violations of adopted
ndards and ordinances. The respons'b1lity for the
adequacy of design rests totally with the designer.
Additions, deletions or revisions to these drawings after
this date will void this acceptance and will require a
resubmittal of revised drawings for subsequent approval.
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TUKWILA FIRE DEPARTMENT
Please calf 206-575-4407 and
give this Fire Permit No.
and exact address for shut-
down or restoration approval.
6 1.1
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rt?OJECT 44:
121004-01i
ALLIANCE I19#:
DESIGN
sow'
50LNPVIEW PLUMPING
FII? 5PIINKI,i1:'
10731 47th PI W
Muki teo, WA 98275
PH: 425-493-9680
FAX: 425-493-9717
SALES IV:
? 5InENTIAi. Fl ?E PpOI CT10N SYSTEM
-11.,'E TYPE: 1 / 2 - 3/ 4" - I" AQUAPEX
5PpINKLEt? INFOPMAT10N
# OF HEAPS T1-15 5HEET - 21
# OF HEAPS 11K15 J0' - 21
51-A11C P551.,1 15- 70
FOR DFSI
ONLY
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f:EVI5ON/ 155LE 1.2.2.00,
rt?OJECT 44:
121004-01i
ALLIANCE I19#:
COMPANY:
50LNPVIEW PLUMPING
CONTACT:
JOSH 11:EMi\ML
CONTACT PHONE #:
425-760-4240
SCALE:
I/ 4" .--- 11-0"
12E5IGNE1713Y:
KAREN 'A"
CI-CCEn IN:
5TEP1-1ANIE FA1-EY
LCE?11FICATION #:
109-04-2130)
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DEC 1P,