HomeMy WebLinkAboutPP - 14411 44TH LN S - RESIDENCE - PERMITS AND PLANS14411 44TH LN S
ASSOCIATED PERMITS
16-S-006 D15-0165
44iittlav44
SITE LOCATION
CITY OF TUKWILA
FIRE MARSHAL'S OFFICE
206-575-4407
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
**PLEASE PRINT**
King Co. Assessor's Tax No.: 0040000375
Site Address: 14411 44 LN S, Tukwila BLDG Permit# D15 0165 Suite Number: Floor:
Tenant Name: New Tenant? ❑ - Yes ❑ - No
Property Owner's Name: Damian Norris
Mailing Address: 2053 Faben Dr. Mercer Island WA 98040
City State Zip
CONTACT PERSON -if there are questions about the submittal.
Name: Clyde J. Ward Jr. Day Telephone: 253 606 4966
Company Name: Peltram Plumbing
Mailing Address: 1929 West Valley Hwy S. Auburn WA 98001
E-mail Address: clydew@peltramplumbing.com City Fax Number: 253 891 9248te Zip
Contractor's City of Tukwila Business License number:
Total number
elocated devices or sprinkler heads: 28
Valuation of Project (contractor's bid price): $ 7000
Scope of Work (please provide detailed information):
Install NFPA13D Multipurpose Fire Sprinkler System
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: 9 v64. Date: 01/05/2016
Print Name: Clyde J. Ward Jr. Day Telephone: 253 606 4966
Plan Permit App.doc
8/22/14 TFD FP Form 8
1
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
p/ S- -
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
-.S\-,2r".
��sl�i
Fire Alarm:
Type of Inspecti
7-l!' pl -1.--
Address: ' ) L/cf 1 1
Suite #:
'-/ j N
/...NS
Contact Person:
Special Instructions:
Phone No.:
pproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: [101,-..
Date: 6/24/h
Hrs.:
I
$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
3/14/14
T.F.D. Form F.P. 113
v
2 -
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
Pis—t(.0
/6-5 -- oo,b
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
i 5r
L y s
fit-,-
Type of Ins ection:
se y, ,JA -t- - ok-
Address: /0411
Suite #:
Lit -f
LNS
Contact Person:
Special Instructions:
Phone No.:
proved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: ✓/j4
Date: of 7li k
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
3/14/14
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
Sprinklers:
Type of Inspection:
a`
eZdCr
Address:y�
Suite #: /4/9//
V`71 / A
Contact Person:
Occupancy Type:
Special Instructions:
Phone No.:
Approved per applicable codes.
COMMENTS:
Corrections required prior to approval.
e/4-- -/-6 cove -
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
1
Inspector:
63
Date: "7 /� �j
Hrs.:
2 , d
$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
3/14/14
T.F.D. Form F.P. 113
0
r
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Clyde James Ward Jr.
2970-0908-A
Peltram Plumbing Inc,
PELTRPI075DZ
lc ii3CIA
Signature Date
lis
Nechaiiki C
Peltram Plumbing, Inc.
1929 West Valley Hwy. S.
Suite 101
Auburn, WA 98001
Job Name : Foster Lane
Address : 1441144 LN S, Tukwila
Lot# : 05
Building Permit# : D15 0165
Assessor PIN# : 0040000375
System Type : NFPA 13D (2010) 3.3.9.8 Wet Pipe Sprinkler System.
Plan# : FLNO5 Alicia GL 01-04-2016
Computer Propos by Hydrate Ino. Route 111 Windham N.M. USA NOV
Peltram Plumbing, Inc.
c
HYDRAULIC CALCULATIONS
for
Date: 01/05/2016
Project Name : Foster Lane
Location : 14411 44LN 5, Tukwila
Plan# : FLN05 Alicia GL 01-05-2016
Date : 01/05/2016
AHJ : City of Tukwila
SYSTEM DESIGN NOTES
Type of Calculation - NFPA 13D (2010)
Hydraulically Most Remote 2 Sprinklers Calculated
Hydraulically Most Remote Single Sprinkler Calculated
Occupancy Classification
Density
Model# of Sprinklers Calculated
Sprinkler Coverage RFC30 12'-14' Spacing
Sprinkler Coverage RFC43/49 12'-16'-18'-20' Spacing
• Number of Sprinklers Calculated
Listed Flow/Pressure @ Remote Head H.2
Listed Flow/Pressure @ Remote Head H.3
Listed Flow/Pressure @ Remote Head H.27
Maximum Listed Spacing
Elevation @ Highest Point
WATER SUPPLY INFORMATION
Date:
Location:
Source: King County Water District #125
NAME OF CONTRACTOR
Peltram Plumbing, Inc.
1929 West Valley Hwy. S. Suite 101 Auburn, WA 98001
Main 253-891-8781 Fax 253-891-9248
Designer of Record
Clyde James Ward Jr.
#2970-0908-A
: H.2, H.3
: H.27
: NFPA 13D
:.05 gpm/sqft.
: Reliable Model RFC
: 144/196 sqft.
:144/256/324/400sgft.
2
: RFC49-16 13gpm @ 7psi
: RFC49-16 13gpm @ 7psi
: RFC49-20 20gpm @ 16.7psi
: 20'x20'
: 36'
Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087
FLNO5 Alicia GL 01-04-2015
summary of All Hydraulic Calculations HydraCAD-R v4.0
Uponor Page 1
x Date 1/6/2016
**************************************************
Most Demanding Calculation Summary:
Hydraulically Most Remote single Sprinkler:
Reference Point H.27
Design Flow at Manifold 20
Total Flow at Supply 20
Design Pressure at Supply 38.97
Pressure Available at Total Flow 74.22
Pressure Safety Margin 35.25
Hydraulically Most Remote 2 sprinkler calculation:
Reference Point 1 H.2
Reference Point 2 H.3
Design Flow at Manifold 26.1386
Total Flow at Supply . 26.1386
Design Pressure at Supply 39.36
Pressure Available at Total Flow 73.73
Pressure Safety Margin 34.37
**************************************************
*************************************************************
Calculated Results Color Legend:
Color Level of Pressure Design Pressure
Code Demand Required
Red ****** Most Demanding 39.36 psi
Yellow **** Intermediate Demand 27.71 - 39.35 psi
Green ** Least Demanding 16.06 - 27.70 psi
*************************************************************
******************************************************************
Sprinkler Flow - Supply & Manifold Pressure Summary
1st 1st 2nd 2nd Sprk Design Test
Head K- Head K- Flow SupplyManifold Demand
Ref Factor Ref Factor (gpm) Press -psi Press -psi Level
H.1 4.9 13.0 19.69 8.89 Green **
H.2 4.9 13.0 18.27 7.47 Green **
H.3 4.9 13.0 18.46 7.66 Green **
H.4 4.9 13.0 18.55 7.75 Green **
H.5 4.9 13.0 20.34 9.55 Green **
H.6 4.9 13.0 19.39 8.59 Green **
H.7 4.9 13.0 18.70 7.90 Green **
H.8 3 9.0 16.06 7.18 Green **
H.9 4.9 17.0 30.05 16.82 Yellow ****
H.10 4.9 13.0 19.39 8.60 Green **
H.11 4.9 20.0 38.94 23.40 Yellow ****
Summary of All Hydraulic Calculations HydraCAD-R v4.0
Uponor Page 2
x Date 1/6/2016
Page 1
FLN05 Alicia GL 01-04-2015
Sprinkler Flow - Supply & Manifold Pressure Summary (con't.)
1st 1st 2nd 2nd Sprk Design Test
Head K- Head K- Flow Supply Manifold Demand
Ref Factor Ref Factor (gpm) Press -psi Press -psi Level
H.12 4.9 13.0 17.85 7.05 Green
H.13 4.9 13.0 19.95 9.15 Green
H.14 4.9 13.0 17.31 6.51 Green
H.15 4.9 13.0 17.68 6.89 Green
H.16 4.9 13.0 18.34 7.54 Green
H.17 3 9.0 19.15 10.28 Green
H.18 3 10.0 25.53 16.22 Green
H.19 3 9.0 18.37 9.50 Green
H.20 3 10.0 25.82 16.51 Green
H.21 4.9 13.0 19.36 8.56 Green
H.22 4.9 13.0 19.36 8.56 Green
H.23 3 10.0 26.16 16.85 Green
H.24 3 9.0 20.01 11.14 Green
H.25 4.9 13.0 18.03 7.23 Green
H.26 4.9 13.0 17.93 7.14 Green
H.27 4.9 20.0 38.97 23.43 Yellow
H.28 4.9 13.0 18.83 8.03 Green
H.5 4.9 H.13 4.9 26.3 32.22 10.92 Yellow
H.23 3 H.20 3 20.2 33.52 17.89 Yellow
H.20 3 H.19 3 21.9 34.45 17.34 Yellow
H.19 3 H.18 3 21.8 33.82 16.80 Yellow
H.18 3 H.17 3 21.3 33.81 17.24 Yellow
H.17 3 H.24 3 18.4 28.44 14.26 Yellow
H.4 4.9 H.16 4.9 26.2 30.25 9.10 Yellow
H.3 4.9 H.4 4.9 26.1 32.11 11.02 Yellow
H.16 4.9 H.15 4.9 26.4 31.21 9.83 Yellow
H.3 4.9 H.15 4.9 26.5 30.48 9.05 Yellow
H.15 4.9 H.14 4.9 26.3 36.00 14.71 Yellow
H.14 4.9 H.2 4.9 26.6 30.61 8.88 Yellow
H.2 4.9 H.3 4.9 26.2 39.36 18.19 -Red-
H.25 4.9 H.26 4.9 26.1 36.42 15.31 Yellow
H.26 4.9 H.28 4.9 26.5 30.31 8.84 Yellow
H.14 4.9 H.8 3 22.5 25.45 7.85 Green
H.2 4.9 H.8 3 22.1 25.25 7.97 Green
******************************************************************
Note: TEST MANIFOLD PRESSURE includes 7' elevation adjustment
for relocation of orifice created by test device
**************************************************
sprinkler Interconnection verification Summary
Head Non- Total Required
Ref: Flowing Flowing Cont'ns Pressure (psi)
H.1 1 0 1 19.69
H.2 2 0 2 18.27
H.3 1 0 1 18.46
H.4 1 0 1 18.55
H.5 2 0 2 20.34
H.6 2 0 2 19.39
H.7 2 0 2 18.70
H.8 1 0 1 16.06
H.9 2 0 2 30.05
H.10 2 0 2 19.39
H.11 1 0 1 38.94
H.12 1 0 1 17.85
H.13 2 0 2 19.95
H.14 1 0 1 17.31
H.15 1 0 1 17.68
Page 2
0
FLNO5 Alicia GL 01-04-2015
H.16 1 0 1 18.34
H.17 2 0 2 19.15
H.18 2 0 2 25.53
H.19 2 0 2 18.37
H.20 1 0 1 25.82
H.21 1 0 1 19.36
H.22 1 0 1 19.36
H.23 1 0 1 26.16
H.24 1 0 1 20.01
H.25 1 0 1 18.03
H.26 1 0 1 17.93
H.27 2 0 2 38.97
H.28 1 0 1 18.83
**************************************************
Pipe Lengths
Pipe From To Computer Calc'd
Ref. Hd Ref Hd Ref Length Length
1 T.29 - T.30 = 15 15
2 H.2 - H.1 = 10 10
3 T.29 - H.2 = 6 6
4 H.3 - T.29 = 5 5
5 H.4 - T.31 = 18 18
6 H.5 - T.32 = 8 8
7 T.30 - T.32 = 1 1
8 T.31 - H.5 = 6 6
9 T.32 - H.6 = 6 6
10 H.8 - H.7 = 6 6
summary of All Hydraulic Calculations HydraCAD-R v4.0
Uponor Page 3
x Date 1/6/2016
Pipe Lengths (con't.)
Pipe From To Computer Calc'd
Ref. Hd Ref Hd Ref Length Length
11 H.7 - T.33 = 25 25
12 T.33 - H.9 = 2 2
13 H.10 - H.6 = 8 8
14 H.9 - T.34 = 3 3
15 T.35 - T.34 = 16 16
16 H.13 - T.37 = 8 8
17 H.10 - T.38 = 1 1
18 T.37 - T.38 = 6 6
19 T.36 - H.13 = 5 5
20 H.11 - T.35 = 2 2
21 T.35 - H.12 = 4 4
22 H.16 - T.36 = 21 21
23 H.14 - T.39 = 3 3
24 T.37 - T.39 = 16 16
25 T.34 - T.42 = 8 8
26 T.39 - H.15 = 8 8
27 T.38 - T.41 = 7 7
28 H.19 - T.42 = 6 6
29 T.41 - H.19 = 4 4
30 T.42 - H.20 = 4 4
31 T.41 - T.40 = 2 2
32 T.40 - H.18 = 5 5
Page 3
FLNO5 Alicia GL 01-04-2015
33 H.18 - H.17 = 10 10
34 H.17 - T.43 = 4 4
35 T.41 - S.1 = 21 21
36 H.21 - T.44 = 3 3
37 T.44 - T.43 = 18 18
38 T.42 - T.45 = 9 9
39 H.27 - T.40 = 11 11
40 T.44 - H.22 = 4 4
41 T.43 - H.24 = 6 6
42 T.45 - T.46 = 17 17
43 H.23 - T.45 = 4 4
44 H.25 - T.46 = 9 9
45 T.46 - H.26 = 9 9
46 H.27 - T.47 = 8 8
47 H.28 - T.47 = 17 17
Total Pipe Length = 395 395
Page 4
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Units Summary
Flow Summary - NFPA 2007
Uponor Page 3
x - One Head Calculation (H.27) Date 1/6/2016
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
CITY 75.0 20 200.0 74.221 20.02 38.97
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
HD27 112.0
H.27 124.0
T.40 124.0
T.41 124.0
S.1 106.0
ADFL 100.0
MTR 100.0
CITY 100.0
4.9
16.7
14.65
17.8
18.0
26.46
29.91
33.46
38.97
20.02
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams - 2007
Uponor Page 4
x - One Head Calculation (H.27) Date 1/6/2016
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
*******
Notes ******
*Remote Head to Supply
HD27 112 4.90 20.02 0.75 Ptb 3.0 12.000 150 16.700
to 0.0 3.000 -5.197
H.27 124 20.02 0.874 0.0 15.000 0.2099 3.149 Vel = 10.71
H.27 124 0.0 0.75 Ptb 3.0 11.000 150 14.652
to Ptr 1.0 4.000 0.0
T.40 124 20.02 0.874 0.0 15.000 0.2099 3.149 Vel = 10.71
T.40 124 0.0 1 Ptr 1.0 2.000 150 17.801
to 0.0 1.000 0.0
T.41 124 20.02 1.101 0.0 3.000 0.0680 0.204 Vel = 6.75
T.41 124 0.0 1.25 T 9.523 21.000 150 18.005
to 0.0 9.523 7.796
S.1 106 20.02 1.394 0.0 30.523 0.0216 0.660 Vel = 4.21
S.1 106 0.0 1.25 2E 9.523 30.000 150 26.461
to 0.0 9.523 2.599
ADFL 100 20.02 1.394 0.0 39.523 0.0216 0.854 Vel = 4.21
ADFL 100 0.0 1.25 E 3.179 100.000 150 29.914
to T 6.358 9.536 0.0
MTR 100 20.02 1.283 G 0.0 109.536 0.0324 3.546 Vel = 4.97
MTR 100 0.0 1 E 2.778 25.000 150 33.460
to T 6.945 9.722 2.250 * * Fixed Loss = 2.25
CITY 100 20.02 1.031 G 0.0 34.722 0.0939 3.260 Vel = 7.69
Xwm 0.0
CITY
0.0
20.02 38.970 K Factor = 3.21
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Units Summary
Flow Summary - NFPA 2007
Uponor Page 3
x - Two Head Calculation (H.2 & H.3) Date 1/6/2016
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
CITY 75.0 20 200.0 73.725 26.14 39.356
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
HD3 100.0
H.3 112.0
T.29 112.0
T.30 124.0
T.32 124.0
H.6 124.0
H.10 124.0
T.38 124.0
T.41 124.0
S.1 106.0
ADFL 100.0
MTR 100.0
CITY 100.0
HD2 100.0
H.2 112.0
4.9
4.9
7.04
3.64
4.11
5.1
8.88
10.33
11.34
11.56
12.34
21.22
25.21
31.02
39.36
7.19
3.44
13.0
13.14
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams - 2007
Uponor Page 4
x - Two Head Calculation (H.2 & H.3) Date 1/6/2016
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
*******
Notes ******
*Remote Head to Supply
HD3 100 4.90 13.00 0.75 Pel 7.0 12.000 150 7.040
to 0.0 7.000 -5.197
H.3 112 13.0 0.874 0.0 19.000 0.0944 1.794 Vel = 6.95
H.3 112
to
T.29 112
0.0 0.75
13.0 0.874
0.0 5.000 150 3.637
0.0 0.0 0.0
0.0 5.000 0.0944 0.472 Vel = 6.95
T.29 112 13.14 0.75 Ptb 3.0 15.000 150 4.109
to 0.0 3.000 -5.197
T.30 124 26.14 0.874 0.0 18.000 0.3437 6.186 Vel = 13.98
T.30 124 0.0 0.75 Ptb 3.0 1.000 150 5.098
to Pel 7.0 10.000 0.0
T.32 124 26.14 0.874 0.0 11.000 0.3437 3.781 Vel = 13.98
T.32 124 0.0 1 Pel 7.0 6.000 150 8.879
to 0.0 7.000 0.0
H.6 124 26.14 1.101 0.0 13.000 0.1116 1.451 Vel = 8.81
H.6 124 0.0 1 Ptr 1.0 8.000 150 10.330
to 0.0 1.000 0.0
H.10 124 26.14 1.101 0.0 9.000 0.1117 1.005 Vel = 8.81
H.10 124 0.0 1 Ptr 1.0 1.000 150 11.335
to 0.0 1.000 0.0
T.38 124 26.14 1.101 0.0 2.000 0.1115 0.223 Vel = 8.81
T.38 124
to
T.41 124
0.0 1
26.14 1.101
0.0 7.000 150 11.558
0.0 0.0 0.0
0.0 7.000 0.1117 0.782 Vel = 8.81
T.41 124 0.0 1.25 T 9.523 21.000 150 12.340
to 0.0 9.523 7.796
S.1 106 26.14 1.394 0.0 30.523 0.0354 1.080 Vel = 5.50
S.1 106 0.0 1.25 2E 9.523 30.000 150 21.216
to 0.0 9.523 2.599
ADFL 100 26.14 1.394 0.0 39.523 0.0354 1.398 Vel = 5.50
ADFL 100 0.0 1.25 E 3.179 100.000 150 25.213
to T 6.358 9.536 0.0
MTR 100 26.14 1.283 G 0.0 109.536 0.0530 5.805 Vel = 6.49
MTR 100 0.0 1 E 2.778 25.000 150 31.018
to T 6.945 9.722 3.000 * * Fixed Loss = 3
CITY 100 26.14 1.031 G 0.0 34.722 0.1537 5.338 Vel = 10.05
Xwm 0.0
0.0
CITY 26.14 39.356 K Factor = 4.17
*New Path
HD2 100 4.90 13.14 0.75 Ptb 3.0 12.000 150 7.188
to 0.0 3.000 -5.197
H.2 112 13.14 0.874 0.0 15.000 0.0963 1.444 Vel = 7.03
H.2 112 0.0 0.75 Ptr 1.0 6.000 150 3.435
to 0.0 1.000 0.0
T.29 112 13.14 0.874 0.0 7.000 0.0963 0.674 Vel = 7.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
Uponor Page 5
x - Two Head Calculation (H.2 & H.3) Date 1/6/2016
Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe
Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
*******
Notes ******
0.0
T.29 13.14 4.109 K Factor = 6.48
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
FLNO5
Peltram Plumbing Inc.,
Fire Protection Division
1929 West Valley Hwy. South
Auburn, WA 98001
Job Site Information
• Job Name —Foster Lane
• Address — 14411 44 LN S, Tukwila
• Lot# - OS
• BLDG Permit # - D1S 0165
• Assessor PIN# - 0040000375
• System Type — NFPA 13D (2010) 3.3.9.8 Wet Pipe Sprinkler System,
• Plan# - FLNOS Alicia GL 01-04-2016
Hydraulic Design Information
• Contractor —Farm Plumbing (PELTRP1075DZ)
• Calculated by —Clyde.): Ward Ir. (FSCC 12925)
• Occupancy — NFPA 13D (2010) One and Two Family Dwellings
System Design Notes
• Type of Calculation — NFPA 13D (2010)
• Hydraulically Most Remote 2 Sprinklers Calculated
• Hydraulically Most Remote Single Sprinkler Calculated — 11,27 e
• Listed Flow/Pressure ® Remote Head / RFC49-16 13gpm 7psi
• Listed Flow/Pressure ® Remote Head / H.3 RFC49-16 13gpm 7psi
• Listed Flow/Pressure ® Remote Head/RV RFC49-20 20 m @.16.7psi
• Maximum Listed Spacing — 20'x 20'
• Elevation at Highest Point — 36'
• Owner to provide adequate insulation and heat (40°F. min,) to prevent sprinkler pipes from freezing.
• Flow -switch required per Tukwila Fire Prevention,
• 6" Alarm Bell located on exterior ofresidence. shall be wired to Flow Switch.
• Double Check Valve Assembly (DCVA) is required.
• DCVA will meet Low Lead Requirements. WAC* Section -5l-56-0600, UPC* 2012-60441 Lead Content
• Listed pipe shall be supported in accordance with manufacturers listing limitations.
• No Domestic water connections on this Fire Sprinkler System.
• MAO* Woking:on Administrative Code Chanter 51-56400 -State Building Code Adoption and Amendment
of the 2012 Edition of the Uniform Plumbing Code.
• (UPC)* Unito m Plumbing Code 2012 edition.
• CPVC Fire Sprinkler Pipe & Fittings
Harvel® FlameGuard
Harvel Blazemaster® 12 Upper Floor
• Total number of Sprinkler Heads — 28 TOTAL
• Sprinkler Models — Listed Below
RELIABLE Model RFC49 Concealed Pendent Spr FP
K=4.9, 155F°, 7/16" Orifice, Maximum Spacing 16'x16'
Sprinkler head demand: 13 gpm @ 7.04
WASHINGTON STATE
CERTIFICATE OF COM PETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Clyde Janes Ward Jr.
2970-0908-A Levet 1
Peltro.n Plumbing, Inc,
PEI.1 rcP7075.82
q.00494 01-04-2016
:Signature
OIL
Date
Ire.
12/3111e
St. Jude Chiktren's
Research Hospital
AIM • Do,
NOVINTA $4•1•0441,01
a
The Plumber Protects the'.
hit it calf h "ef the Nation
16 Garage Floor
ItO
- - - 18
RFC49-16
0 - - - 4
RFC30-12
- 1
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0
RFC49-20
0-
RFC30-14
RELIABLE Model RFC30Concealed Pendent Spr FP
K=3, 155F*, 21/64" Orifice, Maximum Spacing 12'x12'
Sprinkler head demand: 9 gpm @ 9
RELIABLE Model RFC49 Concealed Pendent Spr FP
K=4.91 155F°, 7/16" Orifice, Maximum Spacing 18'x18'
Sprinkler head demand: 17 gpm @ 12.03
RELIABLE Model RFC49 Concealed Pendent Spr FP
2 K=4.9, 155F°, 7/16" Orifice, Maximum Spacing 20'x20'
Sprinkler head demand: 20 gpm @ 16.7
RELIABLE Model RFC30Conceialed Pendent Spr FP
3 K=3, 155F*, 21/64' Orifice, Maximum Spacing 14/x14'
Sprinkler head demand: 10 gpm @ 11.12
NFPA 13D RESIDENTIAL RISER DETAIL
NOT TO SCALE
ELECTRIC BELL
MOUNTED OUTSIDE RESIDENCE
RES! -RISER IS AN
ACCEPTABLE SUBSTITUTE
DOMESTIC CONTROL VALVE
MAIN CONTROL VALVE
WATER SUPPLY LINE
MINIMUM
1" WATER METER
. 4;1
•
DOMESTIC
CITY CONTROL VALVE
-PRESSURE RELIEF VALVE
at-- PRESSURE GAUGE
FLOW SWITCH
ALL PIPE SIZES PER NFPA 13D
RUBBER FACED CHECK VALVE
".:
TYPICAL NFPA 13D RISER DETAIL
SEE NFPA 13D, APPENDIX A FOR OTHER OPTIONS
wet mess add
aorta le deteffee
L1-1 0' 2' 4'
//////
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H.3 RFC49-16 13gpm @ 7psi
rf-r 4/4 H.3
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Gurcge Poon 16 Sprinkers
6.5.3 A warning sign, with minimum 'A 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.
'V ^
(-•-•
I r
•••
; •
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" F
BED -.1i; 2
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TufavRA FIRE DEPARTMENT
Pleav2i, call 206-575-4407 anti
give. this Fire Permit No,
/(4, -S-oo
and exact address for shut-
down or resto.‘rMon approval.
fr,..114
"
'
LiA -
O Without Comments
;Sir As Noted in Refd
O Per The Attached Letter
plans hFv.e. 'f:g.:!en reviewed by The Tukwila Fire
Bureis. or conformance with current City
Accebcan‘,e 13 subject to errors and
• • ,issions which c.v. ,-)ilthorize violations of adopted
-.."-..""ifidards and OrdirV.•,""-:: The responsibility for the
,.:quacy of desioi" totally with the designer,
;","fisions to these drawings after
•t""1-iF date wilt void rtV ',"<-"eptance and will require a
i.ibmitral of, d',7iwinr43 for subsequent approval.
lOnal acceptance is si.Auject to field test and inspection by
The Tu Ila Fire Prevention Bureau.
/-467-1.co By;
1
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Aft
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Date:
1 H.13
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Drinklers
PAID
JAN 11 2016 e.
TUKWILA FIRE
•-#2cP72---( P7—
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