HomeMy WebLinkAboutPP - 4054 S 146TH ST - UNKNOWN - PERMITS AND PLANS4054 S 146TH ST
ASSOCIATED PERMITS
12-S-263 D12-275
4ist
SITE LOCATION
CITY OF TUKWILA
FIRE DEPARTMENT
444 Andover Park East
Tukwila, WA 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! 4U S q 10 Sj"
Tenant Name:
Property Owner's Name:
Mailing Address:
Date application
accepted:
pAID
2333
DIC 19 2012
TUIdLA FIRE
King Co. Assessor's Tax No.: }_
Suite Number: 1(Il 2 Floor:
New Tenant? ❑ - Yes ❑ - No
CONTACT PERSON -if there are questions about the submittal.
Name: Z-61 h TT12-e IA )
Company Name;C(j i /V (/1 V AU (U P V) 1c1 , I/0
Mailing Address 2041111‘ S k f Aleil
kiWell a�
E-mail Address: 3014 76 Y ����
City
State Zip
Day Telephone: 300 -fi0 3 ) Wj 0
w,4 9.9? -z5
2 tate Zi
Fax Number:3146 40S3 S')
re ,sysem
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:
Print Name: Day Telephone:
Plan Permit App.doc 5/14/10
Date:
TFD FP Form 8
INSPECTION RECORD
Retain a copy with p
0�3tSOd
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
'r L .1 c>42y►6k
Type of Inspection:
Ct /`e- c "w__
Address: q p c c{
Suite #: r
S i y 6
Contact Person:
Special Instructions:
Permits:
Phone No.:
gApproved per applicable codes.
1 Corrections required prior to approval.
COMMENTS:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:IPLI 4---a--
Date: (�/G// 5
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. CaII 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
a
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy }rvi rmit-7y.
L?
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
TL- 1 11/4RveS4-Me. —g
Type of Inspection:
P /JAL
Address:Li sl . S, /q6 . f,_
Suite #: b
Contact Person:
Special Instructions:
Phone No.:
-Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: iik gy,„.s—a--
Date: 436 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:
Zip::
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permitPi? - 7 Gt
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
L Jo&e5-Le � s
Type of Inspection:
{)1� 0r
\co (i --a, K -
Address: i LI1
Suite #:
Monitor:
Contact Person:
Permits:
Occupancy Type:
Special Instructions:
/boo 12dt'
Phone No.:
Approved per applicable codes.
nCorrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
5il
/boo 12dt'
57/,)1 I._
i v-7 /07
�
I' (.t. e �e-- t � f
'e. 5 \-- --_ 0
(c..
( -
A-.1-47 fry
v/L.
d k _ -Ta
Ce -7U` -'V -
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: a\
Date: 2ig-)//
Hrs.: a
$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
A-Pex Design Services, Inc. -EP
10731 47th PI W
Mukilteo, WA 98275
425-493-9680
Job Name : TL INVESTMENT GROUP LOT 2 - One Head Calculation (H.6)
Drawing
Location : 4052 S 146th STREET TUKWILLA WA 98168
Remote Area
Contract : 121119-02
Data File : 121119-02 TL Investment Group Lot 2.wx1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 2 - One Head Calculation (H.6)
HYDRAULIC DESIGN INFORMATION SHEET
Name - TL INVESTMENT GROUP LOT 2
Location - TUKWILLA WA 98168
Building -
Contractor - SOUNDVIEW PLUMBING
Calculated By - KAREN BABB
Construction: (X) Combustible ( )
OCCUPANCY - RESIDENTIAL
Date - 11-19-12
System No. -
Contract No. - 121119-02
Drawing No. -
Non -Combustible Ceiling Height
Page 1
Date 11/19/2012
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( )
S ( )Other Made by Date
T ( )Specific Ruling
E
M Listed Flow at Start Point - 18
Listed Pres. at Start Point - 17.52Psi
D MAXIMUM LISTED SPACING 18x 18
E Domestic Flow Added -
S Additional Flow Added -
I Elevation at Highest Outlet - 116
G Note:
N
Gpm System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Gpm Sprinkler or Nozzle
Gpm Make RELIABLE Model RFC43
Feet Size 3/8 K -Factor 4.3
Temperature Rating 155
Calculation
Summary
Gpm Required 18
C -Factor Used:
Psi Required 47.95 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
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One Head Calculation (H.6)
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Windham N.H. USA 03087
Fittings Used Summary
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Units Summary
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Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 2 - One Head Calculation (H.6)
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 69.973 18.0 47.95
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
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
h1.10 108.0
T.31 108.0
T.32 108.0
S.1 104.0
MTR 100.0
STR 100.0
Fi.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.45 116.0
T.44 116.0
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
1-1.21 108.0
H.4 108.0
4.3 17.52 18.0
18.15
18.41
22.59
22.62
22.93
23.05
23.28
23.38
23.56
30.44
46.14
47.95
17.96
18.46
18.66
18.84
19.02
19.5
18.25
18.68
18.96
19.07
19.29
23.34
19.04
19.07
19.1
19.12
19.14
19.27
22.85
23.03
19.09
19.11
19.13
19.15
22.66
22.7
22.72
22.78
22.62
Notes
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 2 - One Head Calculation (H.6)
Page 5
Date 11/19/2012
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
H.15 108.0
H.20 116.0
22.65
19.14
Notes
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 2 - One Head Calculation (H.6)
Page 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 11.34 0.862 1 Utr 2.0 6.000 17.520 K Factor = 4.30
to 150.0 0.0 2.000 0.0
T.27 11.34 0.0784 0.0 8.000 0.627 Vel = 6.23
T.27 -6.30 0.862 1 Utb 17.0 1.000 18.147
to 150.0 0.0 14.000 0.0 Vel = 2.77
T.28 5.04 0.0175 0.0 15.000 0.262
T.28 0.0 0.862 1 Utb 17.0 15.000 18.409
to 150.0 1 UeI 11.0 26.000 3.465 Vel = 2.77
T.23 5.04 0.0175 0.0 41.000 0.717
T.23 -1.28 0.862 1 Utr 2.0 1.000 22.591
to 150.0 0.0 2.000 0.0
H.3 3.76 0.0103 0.0 3.000 0.031 Vel = 2.07
H.3 0.0 0.862 1 UeI 11.0 16.000 22.622
to 150.0 1 Utr 2.0 14.000 0.0
H.2 3.76 0.0102 0.0 30.000 0.305 Vel = 2.07
H.2 0.0 0.862 1 Utr 2.0 10.000 22.927
to 150.0 0.0 2.000 0.0
H.8 3.76 0.0102 0.0 12.000 0.123 Vel = 2.07
H.8 0.0 0.862 1 UeI 11.0 11.000 23.050
to 150.0 0.0 12.000 0.0
H.10 3.76 0.0102 0.0 23.000 0.234 Vel = 2.07
H.10 0.0 0.862 1 Utr 2.0 7.000 23.284
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 4.80 0.862 1 Utr 2.0 2.000 23.376
to 150.0 0.0 2.000 0.0
T.32 8.56 0.0465 0.0 4.000 0.186 Vel = 4.71
T.32 9.44 0.862 1T 7.528 11.000 23.562
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 30.439 * Fixed loss = 10
to 150.0 0.0 6.044 11.732
MTR 18.0 0.0709 0.0 56.044 3.971 Vel = 6.68
MTR 0.0 1.025 1E 2.7 12.000 46.142
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 47.950 K Factor = 2.60
H.6 6.66 0.862 1 Utr 2.0 13.000 17.520
to 150.0 0.0 2.000 0.0
1-1.1 6.66 0.0293 0.0 15.000 0.440 Vel = 3.66
H.1 0.0 0.862 1 Utr 2.0 15.000 17.960
to 150.0 0.0 2.000 0.0
H.5 6.66 0.0294 0.0 17.000 0.499 Vel = 3.66
H.5 0.0 0.862 1 Utr 2.0 5.000 18.459
to 150.0 0.0 2.000 0.0
T.25 6.66 0.0293 0.0 7.000 0.205 Vel = 3.66
T.25 0.0 0.862 1 Utr 2.0 4.000 18.664
to 150.0 0.0 2.000 0.0
H.9 6.66 0.0293 0.0 6.000 0.176 Vel = 3.66
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 2 - One Head Calculation (H.6)
Page 7
Date 11/19/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 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 18.840
to 150.0 0.0 2.000 0.0
T.29 6.66 0.0293 0.0 6.000 0.176
T.29 -1.86 0.862 1 Utb 17.0 4.000 19.016
to 150.0 1 UeI 11.0 26.000 0.0
T.30 4.8 0.0160 0.0 30.000 0.479
T.30 0.0 0.862 1 Utb 17.0 12.000 19.495
to 150.0 0.0 14.000 3.465
T.31 4.8 0.0160 0.0 26.000 0.416
0.0
4.80 23.376
T.27 6.30 0.862 1 Utr 2.0 2.000 18.147
to 150.0 0.0 2.000 0.0
T.26 6.3 0.0262 0.0 4.000 0.105
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
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 0.0264 0.0 11.000 0.290
H.12 0.0 0.862 1 Utr 2.0 2.000 18.965
to 150.0 0.0 2.000 0.0
T.33 6.3 0.0265 0.0 4.000 0.106
T.33 -1.73 0.862 1 Utb 17.0 1.000 19.071
to 150.0 0.0 14.000 0.0
T.35 4.57 0.0146 0.0 15.000 0.219
T.35 0.0 0.862 1 UeI 11.0 14.000 19.290
to 150.0 1 Utb 17.0 26.000 3.465
T.36 4.57 0.0146 0.0 40.000 0.584
T.36 4.87 0.862 1 Utr 2.0 2.000 23.339
to 150.0 0.0 2.000 0.0
T.32 9.44 0.0558 0.0 4.000 0.223
0.0
9.44 23.562
T.29 1.86 0.862 1 Utr 2.0 8.000 19.016
to 150.0 0.0 2.000 0.0
H.13 1.86 0.0028 0.0 10.000 0.028
H.13 0.0 0.862 1 Utr 2.0 7.000 19.044
to 150.0 0.0 2.000 0.0
H.16 1.86 0.0028 0.0 9.000 0.025
H.16 0.0 0.862 1 Utr 2.0 8.000 19.069
to 150.0 0.0 2.000 0.0
T.39 1.86 0.0027 0.0 10.000 0.027
T.39 0.0 0.862 1 Utr 2.0 5.000 19.096
to 150.0 0.0 2.000 0.0
H.19 1.86 0.0029 0.0 7.000 0.020
1-.19 0.0 0.862 1 Utr 2.0 6.000 19.116
to 150.0 0.0 2.000 0.0
T.45 1.86 0.0028 0.0 8.000 0.022
Vel = 3.66
Vel = 2.64
Vel = 2.64
K Factor = 0.99
Vel = 3.46
Vel = 3.46
Vel = 3.46
Vel = 3.46
Vel = 2.51
Vel = 2.51
Vel = 5.19
K Factor = 1.94
Vel = 1.02
Vel = 1.02
Vel = 1.02
Vel = 1.02
Vel = 1.02
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 2 - One Head Calculation (H.6)
Page 8
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.45
to
T.44
0.59
T.44
to
T.42
2.45
0.0
T.42
to
H.18
2.45
H.18
to
T.36
2.42
4.87
T.33
to
T.34
T.34
to
H.14
H.14
to
T.41
T.41
to
T.40
T.40
to
T.37
T.37
to
T.38
T.38
to
H.17
H.17
to
H.21
H.21
to
T.42
0.0
4.87
0.0
4.87
1.72
0.862
150.0
0.0046
0.862
150.0
0.0046
0.862
150.0
0.0164
0.862
150.0
0.0164
1UeI 11.0
1 Utb 17.0
0.0
1 Utb 17.0
0.0
0.0
1 Utr 2.0
0.0
0.0
1UeI 11.0
0.0
0.0
2.000
26.000
28.000
19.138
0.0
0.129
11.000
14.000
25.000
19.267
3.465
0.115
9.000
2.000
11.000
22.847
0.0
0.180
7.000
12.000
19.000
23.027
0.0
0.312
Vel = 1.35
Vel = 1.35
Vel = 2.68
Vel = 2.68
1.72
0.0
1.72
0.0
1.72
-0.58
1.14
0.0
1.14
1.28
2.42
0.0
2.42
0.0
2.42
T.23
to
H.4
0.0
2.42
0.0
2.42
1.28
0.862
150.0
0.0024
0.862
150.0
0.0024
0.862
150.0
0.0024
0.862
150.0
0.0011
0.862
150.0
0.0011
0.862
150.0
0.0045
0.862
150.0
0.0045
0.862
150.0
0.0045
0.862
150.0
0.0045
1 Utr 2.0
0.0
0.0
1 Utr 2.0
0.0
0.0
1 Utr 2.0
0.0
0.0
1 Utb 17.0
0.0
0.0
1 Utb 17.0
1UeI 11.0
0.0
1 Utr 2.0
0.0
0.0
1 Utr 2.0
0.0
0.0
1 Utr 2.0
0.0
0.0
0.0
0.0
0.0
23.339 K Factor = 1.01
5.000 19.071
2.000 0.0
7.000 0.017 Vel = 0.95
6.000 19.088
2.000 0.0
8.000 0.019 Vel = 0.95
8.000 19.107
2.000 0.0
10.000 0.024 Vel = 0.95
3.000 19.131
14.000 0.0
17.000 0.019 Vel = 0.63
17.000 19.150
26.000 3.465
43.000 0.048 Vel = 0.63
6.000 22.663
2.000 0.0
8.000 0.036 Vel = 1.33
2.000 22.699
2.000 0.0
4.000 0.018 Vel = 1.33
11.000 22.717
2.000 0.0
13.000 0.058 Vel = 1.33
16.000 22.775
0.0 0.0
16.000 0.072 Vel = 1.33
22.847
1.28
H.4
to
H.15
0.0
1.28
0.862
150.0
0.0014
0.862
150.0
0.0014
1UeI 11.0
0.0
0.0
1 Utr 2.0
0.0
0.0
8.000
12.000
20.000
22.591
0.0
0.028
23.000
2.000
25.000
22.619
0.0
0.034
K Factor = 0.51
Vel = 0.70
Vel = 0.70
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 2 - One Head Calculation (H.6)
Page 9
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.15 0.0 0.862 1 Utr 2.0 5.000 22.653
to 150.0 0.0 2.000 0.0
T.37 1.28 0.0014 0.0 7.000 0.010 Vel = 0.70
0.0
1.28 22.663 K Factor = 0.27
T.41 0.59 0.862 1 Uel 11.0 7.000 19.131
to 150.0 0.0 12.000 0.0
H.20 0.59 0.0003 0.0 19.000 0.006 Vel = 0.32
H.20 0.0 0.862 0.0 2.000 19.137
to 150.0 0.0 0.0 0.0
T.45 0.59 0.0005 0.0 2.000 0.001 Vel = 0.32
0.0
0.59 19.138 K Factor = 0.13
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
Level oi..
c° r.
c� o
a Stephanie Marie Fahey
3 199-04.2131
•.<,-,
Job Name : TL INVESTMENT GROUP LOT 2 - Two Head Calculation (H.9 & H.12)
Drawing
Location : 1962 S 146th STREET TUKWILLA WA 98168
Remote Area : `1°
Contract : 121119-02
Data File : 121119-02 TL Investment Group Lot 2.wx2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 2 - Two Head Calculation (H.9 & H.12)
Page 1
Date 11/19/2012
HYDRAULIC DESIGN INFORMATION SHEET
Name - TL INVESTMENT GROUP LOT 2
Location - TUKWILLA WA 98168
Building -
Contractor - SOUNDVIEW PLUMBING
Calculated By - KAREN BABB
Construction: (X) Combustible ( )
OCCUPANCY - RESIDENTIAL
S
Y
S
T
E
M Listed Flow at Start Point
Date - 11-19-12
System No. -
Contract No. - 121119-02
Drawing No. -
Non -Combustible Ceiling Height
Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R
Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
( )Other
( )Specific Ruling Made by
(X)NFPA 13D
Date
Listed Pres. at Start Point - 9.14
16
D
E
S
I
G
N
MAXIMUM LISTED SPACING
Domestic Flow Added
Additional Flow Added
Elevation at Highest Outlet
Note:
13 Gpm
Psi
x 16
0 Gpm
Gpm
116 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 26.1054
Summary C -Factor Used:
Psi Required 50.52 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
0
N
O)
N
N_
2
o
2
O
_U
f6
U
a
0
2
3
CLN
w0
. J
C d
u O
• Q'
▪ 0
• I -
OZ
� W
rn2
l-
a) 0)
• ;
Fittings Used Summary
N
O
N
O
(0
0
W
(ID
U)
TY
TY
TY M N
(0 TYVY 000
oTYo
U) '- .- 000
U) O TY
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O
`7 C000000
U)
M I's r 000
n O
N O (0 O OO
N O
N U) U) 0 0 0
CO U)
V (")000
• 0
( ) 0 0 0
N U)
TY N N 0 0 0
O O
A- N N 0 0 0
00 T -.-O00
U)
1 -TY TY 000
(0 TY N 0 0 0
U )
▪ TY 0 TY • TY N
• Nr
(•I
N,- U) TY CV
'n
NY- V T- V- CV
Units Summary
L
a) U
C
c17
L 7
Q
N
c N
0 a
(/) (6
a, (9 c
0 a)EuDa.
Flow Summary - NFPA 2007
A. Pex Design Services, Inc. -EP Page 4
TL INVESTMENT GROUP LOT 2 - Two Head Calculation (H.9 & H.12) 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 26.11 50.524
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
H.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.45 116.0
T.44 116.0
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
4.3 9.14 13.0
9.55
10.59
14.97
15.33
27.29
46.93
50.52
9.17
9.2
9.29
9.36
9.4
9.63
13.71
13.76
14.25
14.45
14.82
9.38
9.33
4.3 9.29 13.11
9.58
10.08
14.87
9.62
9.68
9.76
9.81
9.87
10.19
13.95
14.28
9.66
9.74
9.85
9.96
13.71
13.76
13.78
13.86
9.87
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 2 - 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.15 108.0 13.71
H.4 108.0 13.71
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
ArPex Design Services, Inc. -EP Page 6
TL INVESTMENT GROUP LOT 2 - 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 10.47 0.862 1 Utr 2.0 4.000 9.140
to 150.0 0.0 2.000 0.0
T.29 10.47 0.0677 0.0 6.000 0.406
K Factor = 4.30
Vel = 5.76
T.29 -3.14 0.862 1 Utb 17.0 4.000 9.546
to 150.0 1 Uel 11.0 26.000 0.0
T.30 7.33 0.0349 0.0 30.000 1.048
Vel = 4.03
T.30 0.0 0.862 1 Utb 17.0 12.000 10.594
to 150.0 0.0 14.000 3.465
T.31 7.33 0.0350 0.0 26.000 0.909
Vel = 4.03
T.31 4.85 0.862 1 Utr 2.0 2.000 14.968
to 150.0 0.0 2.000 0.0
T.32 12.18 0.0895 0.0 4.000 0.358
Vel = 6.70
T.32 13.92 0.862 1T 7.528 11.000 15.326
to 150.0 1 Utb 17.0 16.904 1.732
S.1 26.1 0.3668 0.0 27.904 10.235
Vel = 14.35
S.1 0.0 1.049 2E 6.044 50.000 27.293
to 150.0 0.0 6.044 11.732
MTR 26.1 0.1410 0.0 56.044 7.901
* Fixed loss = 10
Vel = 9.69
MTR 0.0 1.025 1E 2.7 12.000 46.926
to 150.0 1T 6.75 10.800 0.0
STR 26.1 0.1578 1G 1.35 22.800 3.598
Vel = 10.15
0.0
26.10
50.524 K Factor = 3.67
H.9 2.53 0.862 1 Utr 2.0 4.000 9.140
to 150.0 0.0 2.000 0.0
T.25 2.53 0.0048 0.0 6.000 0.029
Vel = 1.39
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 2.53 0.0050 0.0 7.000 0.035
Vel = 1.39
H.5 0.0 0.862 1 Utr 2.0 15.000 9.204
to 150.0 0.0 2.000 0.0
H.1 2.53 0.0049 0.0 17.000 0.083
Vel = 1.39
I-1.1 0.0 0.862 1 Utr 2.0 13.000 9.287
to 150.0 0.0 2.000 0.0
H.6 2.53 0.0049 0.0 15.000 0.073
Vel = 1.39
H.6 0.0 0.862 1 Utr 2.0 6.000 9.360
to 150.0 0.0 2.000 0.0
T.27 2.53 0.0049 0.0 8.000 0.039
Vel = 1.39
T.27 2.13 0.862 1 Utb 17.0 1.000 9.399
to 150.0 0.0 14.000 0.0
T.28 4.66 0.0152 0.0 15.000 0.228
Vel = 2.56
T.28 0.0 0.862 1 Utb 17.0 15.000 9.627
to 150.0 1 Uel 11.0 26.000 3.465
T.23 4.66 0.0151 0.0 41.000 0.620
Vel = 2.56
T.23 0.19 0.862 1 Utr 2.0 1.000 13.712
to 150.0 0.0 2.000 0.0
H.3 4.85 0.0163 0.0 3.000 0.049
Vel = 2.67
H.3 0.0 0.862 1 Uel 11.0 16.000 13.761
to 150.0 1 Utr 2.0 14.000 0.0
H.2 4.85 0.0163 0.0 30.000 0.490
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 2 - 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 14.251
to 150.0 0.0 2.000 0.0
H.8 4.85 0.0162 0.0 12.000 0.195 Vel = 2.67
H.8 0.0 0.862 1 Uel 11.0 11.000 14.446
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 14.821
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 14.968 K Factor = 1.25
T.27 -2.13 0.862 1 Utr 2.0 2.000 9.399
to 150.0 0.0 2.000 0.0
T.26 -2.13 -0.0035 0.0 4.000 -0.014 Vel = 1.17
T.26 0.0 0.862 1 UeI 11.0 4.000 9.385
to 150.0 0.0 12.000 0.0
H.7 -2.13 -0.0036 0.0 16.000 -0.057 Vel = 1.17
H.7 0.0 0.862 1 Utr 2.0 9.000 9.328
to 150.0 0.0 2.000 0.0
H.12 -2.13 -0.0035 0.0 11.000 -0.039 Vel = 1.17
H.12 13.10 0.862 1 Utr 2.0 2.000 9.289 K Factor = 4.30
to 150.0 0.0 2.000 0.0
T.33 10.97 0.0738 0.0 4.000 0.295 Vel = 6.03
T.33 -3.86 0.862 1 Utb 17.0 1.000 9.584
to 150.0 0.0 14.000 0.0
T.35 7.11 0.0331 0.0 15.000 0.496 Vel = 3.91
T.35 0.0 0.862 1 UeI 11.0 14.000 10.080
to 150.0 1 Utb 17.0 26.000 3.465
T.36 7.11 0.0331 0.0 40.000 1.322 Vel = 3.91
T.36 6.82 0.862 1 Utr 2.0 2.000 14.867
to 150.0 0.0 2.000 0.0
T.32 13.93 0.1148 0.0 4.000 0.459 Vel = 7.66
0.0
13.93 15.326 K Factor = 3.56
T.29 3.14 0.862 1 Utr 2.0 8.000 9.546
to 150.0 0.0 2.000 0.0
H.13 3.14 0.0073 0.0 10.000 0.073 Vel = 1.73
H.13 0.0 0.862 1 Utr 2.0 7.000 9.619
to 150.0 0.0 2.000 0.0
H.16 3.14 0.0073 0.0 9.000 0.066 Vel = 1.73
H.16 0.0 0.862 1 Utr 2.0 8.000 9.685
to 150.0 0.0 2.000 0.0
T.39 3.14 0.0073 0.0 10.000 0.073 Vel = 1.73
T.39 0.0 0.862 1 Utr 2.0 5.000 9.758
to 150.0 0.0 2.000 0.0
H.19 3.14 0.0073 0.0 7.000 0.051 Vel = 1.73
H.19 0.0 0.862 1 Utr 2.0 6.000 9.809
to 150.0 0.0 2.000 0.0
T.45 3.14 0.0072 0.0 8.000 0.058 Vel = 1.73
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A: Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 2 - Two Head Calculation (H.9 & H.12)
Page 8
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.45 0.90 0.862 1 Uel 11.0 2.000 9.867
to 150.0 1 Utb 17.0 26.000 0.0
T.44 4.04 0.0116 0.0 28.000 0.326
Vel = 2.22
T.44 0.0 0.862 1 Utb 17.0 11.000 10.193
to 150.0 0.0 14.000 3.465
T.42 4.04 0.0116 0.0 25.000 0.291
Vel = 2.22
T.42 2.78 0.862 1 Utr 2.0 9.000 13.949
to 150.0 0.0 2.000 0.0
H.18 6.82 0.0305 0.0 11.000 0.336
Vel = 3.75
H.18 0.0 0.862 1 Uel 11.0 7.000 14.285
to 150.0 0.0 12.000 0.0
T.36 6.82 0.0306 0.0 19.000 0.582
Vel = 3.75
0.0
6.82
14.867 K Factor = 1.77
T.33 3.87 0.862 1 Utr 2.0 5.000 9.584
to 150.0 0.0 2.000 0.0
T.34 3.87 0.0107 0.0 7.000 0.075
Vel = 2.13
T.34 0.0 0.862 1 Utr 2.0 6.000 9.659
to 150.0 0.0 2.000 0.0
H.14 3.87 0.0107 0.0 8.000 0.086
Vel = 2.13
H.14 0.0 0.862 1 Utr 2.0 8.000 9.745
to 150.0 0.0 2.000 0.0
T.41 3.87 0.0107 0.0 10.000 0.107
Vel = 2.13
T.41 -0.90 0.862 1 Utb 17.0 3.000 9.852
to 150.0 0.0 14.000 0.0
T.40 2.97 0.0066 0.0 17.000 0.112
Vel = 1.63
T.40 0.0 0.862 1 Utb 17.0 17.000 9.964
to 150.0 1 UeI 11.0 26.000 3.465
T.37 2.97 0.0065 0.0 43.000 0.281
Vel = 1.63
T.37 -0.19 0.862 1 Utr 2.0 6.000 13.710
to 150.0 0.0 2.000 0.0
T.38 2.78 0.0059 0.0 8.000 0.047
Vel = 1.53
T.38 0.0 0.862 1 Utr 2.0 2.000 13.757
to 150.0 0.0 2.000 0.0
H.17 2.78 0.0058 0.0 4.000 0.023
Vel = 1.53
H.17 0.0 0.862 1 Utr 2.0 11.000 13.780
to 150.0 0.0 2.000 0.0
H.21 2.78 0.0058 0.0 13.000 0.076
Vel = 1.53
H.21 0.0 0.862 0.0 16.000 13.856
to 150.0 0.0 0.0 0.0
T.42 2.78 0.0058 0.0 16.000 0.093
Vel = 1.53
0.0
2.78
13.949 K Factor = 0.74
T.41 0.90 0.862 1 UeI 11.0 7.000 9.852
to 150.0 0.0 12.000 0.0
H.20 0.9 0.0007 0.0 19.000 0.014
Vel = 0.49
H.20 0.0 0.862 0.0 2.000 9.866
to 150.0 0.0 0.0 0.0
T.45 0.9 0.0005 0.0 2.000 0.001
Vel = 0.49
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A.-Pzxbesign Services, Inc. -EP
• TL INVESTMENT GROUP LOT 2 - Two Head Calculation (H.9 & H.12)
Page 9
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
0.90 9.867 K Factor = 0.29
T.37 0.19 0.862 1 Utr 2.0 5.000 13.710
to 150.0 0.0 2.000 0.0
H.15 0.19 0.0001 0.0 7.000 0.001 Vel = 0.10
H.15 0.0 0.862 1 Utr 2.0 23.000 13.711
to 150.0 0.0 2.000 0.0
H.4 0.19 0.0 0.0 25.000 0.001 Vel = 0.10
H.4 0.0 0.862 1 UeI 11.0 8.000 13.712
to 150.0 0.0 12.000 0.0
T.23 0.19 0.0 0.0 20.000 0.0 Vel = 0.10
0.0
0.19 13.712 K Factor = 0.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
5UPPI-Y
STATIC P51: 70 n
I:E5112UAt P51: 65
PLOW GPM: 500
50' OF I" POLY FROM 11-F Mgo.) TO 5.1—
I" METER
12' OE 1" COPPER FROM 11-E 5111
n�1 AIL
N.1{5
1 HEAP
2 -Min
MOST
1FAn #
H.6
H,9 & N,12
-hV AU.ICAU.Y I:FMO1E H AI25
GPM P551,
18
26
RI—Q112 AT 511:EFf
4195
50.52
0
IFCI3-16
0
I?FC4O-I8
O VK -160-200
19
RELIABLE Model RFC451:FC45 Concealed Pendent Sprinkler
155P°, '/ 8" Orifice, Maximum Spacing 16'x16'
Sprinkler head demand: 13 qpm @ 9,14
RELIAC3LE Model RPC43RPC4' Concealed Pendent Sprinkler
I55P°, 5/ 8H Orifice, Maximum Spacing 18'x18'
Sprinkler head demand: 18 qpm @ 17.52
5EE S,I3MITTAL
IPPA Ian
13151 ANa5 FROM HEA1 50UIU5
1 -EAT SOURCE
ORDINARY
TEMP
IN.
INTEEMEVIATF
TEMP
IN,
5112E OF PREPLACE
56"
12"
FRONT OF FIREPLACE
60"
36"
W0012 I3URNING STOVE
42"
12"
KITCI-N pANa
18"
9"
WALL OVEN
18"
9"
HOf Alp P1-UE5
18"
9"
UNIN5LLA1En NEAT DUCTS
18"
9"
UNINSULA1Eb HOT WATER PIPE5
12"
6"
5112E OE N01" All:12IPFUSER
24"
12"
FRONT 0' N01' Alp PIPPUSER
56"
18"
NOT WATER HEAftR
6"
S"
FURNACE
6"
3"
OW -250W LIGI.1" FIXTURE
6"
3"
250W -499W UGNr PIXTU:E
12"
6"
1 P?ELIM. & CON51{
2
..
4
11-19-12
N0.
MU1.11-Pat PO5TOW 5WI1tH
I1k51-A.L-ATION
N.1".5.
\0
1
1
C 5 � 111 90 2�61'\)�� �H3OW5
1AC1'0If 3 I \1'0
CAXULA11Ok FOF
PIPM \':II\G AffICi
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.
11-15 5LGGF51F12 LAYOUT 15 13A5P13 UPON INPOWA11ON PPOVInFn 6Y O11-EP5,
CHANGES IN CONSTRUCTION OR F- L17 CONn1110N5 MAY OCCLR WHICH MAY
REQUIRE CHANGES T0 11 -E LAYOUT, IT 15 115PON511311-11Y 11- INSTA11- P
TO NOTIFY APEX t7 51GN 56:VICES 0' SUCH CHANGE5,
CON\C1101\5
50501X0, S.G. 50613 SLGD
C01.0r/ I.IN1 YPI.6Nt7
[31 -UF LINES- ftFt2 TO PIX11.F5'(13Af1-, 5-0MR, FTC.)
GREEN LINES= IN1 Ck;LCVCL CONNECTIONS,
BLACK LINES= 5 INKLFp NEAP' TO SPRINKLER NEAP,
-I/2"PIPE SIZE
3/ 4" PIPE SIZE
- I" PIPE 51ZE
I I / 4" PIPE 5lZE
2" PIPE 51ZE
3050 FIX 50501X0 3050 FIX
EGRESS
ice.+ E i.D 1 y r3
12' X11'
(n
0
SOAK
TUB
31-41
3' X 5'
SHOWER
ITC0-16
1'-6° 2'-10°
SOCA
2
0
X
0
0
2460
X
tl
LINEN
CLOSET
5065 BY-PASS
6'-0°
3
3'-0°
20 MIN.
RATED D
1- 'ARDUJQOD
1-
r
E. ID RM '4
14' X 10'
CARPET
s -i FLOW swircH
1:l5p A55W31.Y
DN 16R
GARAGE
SLAB ON GRADE
\ i;` E PRESSUF
A_
,f To ExrERlo
L C�
XPzttl BANK.
2'-S'—
ISEDI M r2
12' XII'
2 HALL 12' HIGH
0 FIX
1'-10°
OPF4FC4
TO BELOW
-PROVIDE ONE LAYER GWB TYPE °X° AT
-C-EILINES e0MHIoN-U}ITH-WABfTABL-E-AREA
S-
-WI-iERE THE SETARATION IS A FLOOR -
CEILING ASSEMBLY, CLAD ALL SUPPORT
COLUMNS, BEAt`15 AND WALLS WITH ONE
LAYER 1/2° GWB.
-THE GARAGE SI -TALL BE SEPARATED FROM
THE RESIDENCE AND ATTIC AREA WITH NO
LESS THAN viz' (xWB ON THE GARAGE SIDE.
WALL LINE ABOVE H
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TUKWIL A EIRE DEPARTMENT
Please cell 205-575.4107 and
give this Fire Permit -No.
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and exact address for shut-
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6" ALARM
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121119-02
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10751 47th PI W
Mukdteo, WA 98215
PH: 425-495-9680
PAX: 425-495-9717
5ALE5 IV:
P 5112 NTIAU FIRE PRO1 CTION 5Y51hM
11J3E TYPE: I / 2 - 3/ 4" - I" AQUAPEX
SPRINKLER INFORMATION
# OF 1-EAP25 TNI5 - 21
# OF NtAr2511-15 JOI3 - 21
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(PROJECT #:
121119-02
ALLIANCE 112#:
COMPANY:
50UNPVIEW PLUMPING
CONTACT:
JO5-1 TP.EMMEL
CONTACT PHONE 4*;
425-760-4240
SCALE:
I/ 4I I I 1-01
12E51GNEn 13Y:
KAREN 13A13L3
C1-ECKE1213Y:
511;PHANIE FAI-Y
VERIFICATION #:
109-04-21 0..,J
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A #2-33
Ul~ 19 2012
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1 UIOWILA FIRE