HomeMy WebLinkAboutPP - 14409 44TH LN S - RESIDENCE - PERMITS AND PLANS14409 44TH LN S
ASSOCIATED PERMITS
16-S-013 16-5-010 D15-0115
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.: 0040000376
Site Address: 14409 44 LN S, Tukwila BLDG Permit# D15 0115 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: Pelt -am Plumbing
Mailing Address: 1929 West Valley Hwy S. Auburn WA 98001
E-mail Address:
clydew@peltramplumbing.com
City StaFax Number: 253 891 9248te Zip
Contractor's City of Tukwila Business License number:
Total number s elocated devices or sprinkler heads: 35
Valuation of Project (contractor's bid price): $ 8000
Scope of Work (please provide detailed information):
Install NFPAI3D 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:
w0,19.
Print Name: Clyde J. Ward Jr.
Plan Permit App.doc
Date: 01/011/2016
Day Telephone: 253 606 4966
8/22/14 TFD FP Form 8
9
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
p/3--orJS-
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
"qS `-U 1^A)
Type of Inspection:
rte-- , AZ
Address: 1 citip 1
Suite #:
Hsi 4-- LN S'
Contact Person:
Special Instructions:
Occupancy Type:
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:
Date: -2//c/t6
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:
s�-er-
- ,G
Type of Inspection:
5 P-C'k ,.ne-t. - Sr t`r� R i „,„,
Address: igg6 c
Suite #:
4 q 4-- L% S
Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
pproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
1 a. 1 S
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: A (2.
Date: 7 // gf/.,
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
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:Type
s�-v\
1..n/ k 7
of Inspection:
50 ;,
Monitor:
IIAAL
l ygpq
Suite #:
14 I.( Lo, 5
Contact Person:
Special Instructions:
Phone No.:
/—Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
5Pl_ - 4 �.--
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
57
Date: -7//g//4
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
3/14/14
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
/6 -s - oiv
Ns--- o u —
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: fdl1,1bv1
titm
,n/
Inspectio
Type of vi2(r
9
abea- c -/C -4 -fl
Address:Contact
Suite #: �� Q /
W €^/ S.
Person'
Occupancy Type:
Special Instru ions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
4c/co 1°Ass
VL 40 eov..e-
eflA
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
/1
Inspector:
>.i
9�
Date: ?/lam/, C
Hrs.:
2 L6
$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
1
r
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Clyde James Ward Jr.
2970-0908-A
Peltram Plumbing Inc,
PELTRPI075DZ
Akc-D3
101/05/2016
SiOnsiure Date
ilia Coition
Peltram Plumbing, Inc.
1929 West Valley Hwy. S.
Suite 101
Auburn, WA 98001
Job Name : Foster Lane
Address : 14409 44 LN S, Tukwila
Lot# : 06
Building Permit# : D15 0115
Assessor PIN# : 0040000376
System Type : NFPA 13D (2010) 3.3.9.8 Wet Pipe Sprinkler System.
Plan# : FLNO6 Chelsea GL 01-05-2016
Conywler Programa by Molub@ Mo. Route 111 Windham N11. UM 03087
u
a
Peltram Plumbing, Inc.
HYDRAULIC CALCULATIONS
for
Date: 01/05/2016
Project Name : Foster Lane
Location
Plan#
Date
AHJ
: 14409 44LN S, Tukwila
: FLNO6 Chelsea GL 01-05-2016
: 01/05/2016
: City of Tukwila
SYSTEM DESIGN NOTES
Type of Calculation - NFPA 13D (2013)
Hydraulically Most Remote 2 Sprinklers Calculated
Hydraulically Most Remote Single Sprinkler Calculated
Occupancy Classification
Density
Model# of Sprinklers Calculated
Sprinkler Coverage RFC3012'-14' Spacing
Sprinkler Coverage RFC43/49 12'-16-18'-20' Spacing
• Number of Sprinklers Calculated
Listed Flow/Pressure @ Remote Head H.14
Listed Flow/Pressure @ Remote Head H.19
Listed Flow/Pressure @ Remote Head H.16
Maximum Listed Spacing
Elevation @ Highest Point
WATER SUPPLY INFORMATION
Date:
Location:
Source:
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.14, H.19
: H.16
: 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
FLNO6 Chelsia GL 01-05-2015
summary of All Hydraulic Calculations HydraCAD-R v4.0
Uponor Page 1
x Date 1/8/2016
**************************************************
Most Demanding Calculation Summary:
Hydraulically Most Remote single Sprinkler:
Reference Point H.16
Design Flow at Manifold 20
Total Flow at Supply 20
Design Pressure at Supply 45.07
Pressure Available at Total Flow 74.63
Pressure Safety Margin 29.56
Hydraulically Most Remote 2 Sprinkler Calculation:
Reference Point 1 H.19
Reference Point 2 H.14
Design Flow at Manifold 26.1577
Total Flow at Supply . 26.1577
Design Pressure at Supply 48.69
Pressure Available at Total Flow 74.4
Pressure Safety Margin 25.71
**************************************************
*************************************************************
Calculated Results Color Legend:
Color Level of Pressure Design Pressure
Code Demand Required
Red ****** Most Demanding 48.69 psi
Yellow **** Intermediate Demand 34.16 - 48.68 psi
Green ** Least Demanding 19.63 - 34.15 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 28.68 15.76 Green **
H.2 4.9 13.0 26.41 13.49 Green **
H.3 4.9 13.0 25.61 12.69 Green **
H.4 4.9 20.0 40.88 24.29 Yellow ****
H.5 4.9 13.0 23.89 10.97 Green **
H.6 4.9 13.0 24.73 11.80 Green **
H.7 3 9.0 25.75 14.32 Green **
H.8 4.9 13.0 27.91 14.99 Green **
H.9 4.9 13.0 27.37 14.45 Green **
H.10 4.9 13.0 25.73 12.81 Green **
H.11 4.9 13.0 27.67 14.75 Green **
Summary of All Hydraulic Calculations HydraCAD-R v4.0
uponor Page 2
x Date 1/8/2016
Page 1
FLNO6 Chelsia GL 01-05-2015
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 3 9.0 26.41 14.98 Green
H.13 4.9 13.0 23.96 11.03 Green
H.14 4.9 13.0 25.59 12.67 Green
H.15 4.9 13.0 25.56 12.64 Green
H.16 4.9 20.0 45.07 28.47 Yellow
H.17 4.9 20.0 39.28 22.68 Yellow
H.18 4.9 13.0 23.77 10.85 Green
H.19 4.9 13.0 25.78 12.85 Green
H.20 4.9 20.0 44.65 28.06 Yellow
H.21 3 10.0 29.23 17.46 Green
H.22 3 9.0 25.73 14.30 Green
H.23 4.9 13.0 19.63 6.71 Green
H.24 4.9 13.0 27.48 14.55 Green
H.25 4.9 13.0 26.53 13.61 Green
H.26 4.9 13.0 25.28 12.36 Green
H.27 4.9 13.0 24.14 11.22 Green
H.28 4.9 13.0 23.77 10.85 Green
H.29 4.9 13.0 25.18 12.26 Green
H.30 4.9 13.0 26.79 13.87 Green
H.31 3 10.0 31.09 19.32 Green
H.32 3 10.0 29.64 17.87 Green
H.33 4.9 13.0 25.84 12.92 Green
H.34 4.9 13.0 25.47 12.54 Green
H.35 3 10.0 30.28 18.51 Green
H.1 4.9 H.9 4.9 27.0 40.43 18.72 Yellow
H.9 4.9 H.10 4.9 27.5 40.22 18.18 Yellow
H.10 4.9 H.2 4.9 26.6 37.83 16.35 Yellow
H.2 4.9 H.1 4.9 27.9 43.63 21.07 Yellow
H.35 3 H.32 3 20.3 40.60 23.87 Yellow
H.31 3 H.21 3 20.8 39.81 22.68 Yellow
H.21 3 H.22 3 20.5 35.24 18.44 Yellow
H.21 3 H.12 3 20.1 35.00 18.40 Yellow
H.22 3 H.12 3 18.4 31.26 15.78 Green
H.7 3 H.8 4.9 22.1 34.70 16.72 Yellow
H.6 4.9 H.5 4.9 26.6 36.08 14.65 Yellow
H.15 4.9 H.14 4.9 26.1 35.08 14.17 Yellow
H.15 4.9 H.26 4.9 26.3 47.04 26.00 Yellow
H.30 4.9 H.29 4.9 27.2 46.94 25.10 Yellow
H.23 4.9 H.27 4.9 29.6 36.08 11.93 Yellow
H.27 4.9 H.33 4.9 27.1 41.07 19.24 Yellow
H.33 4.9 H.34 4.9 26.3 44.37 23.30 Yellow
H.34 4.9 H.28 4.9 27.2 40.74 18.88 Yellow
H.28 4.9 H.27 4.9 26.3 38.13 17.06 Yellow
H.14 4.9 H.13 4.9 27.0 36.03 14.31 Yellow
H.26 4.9 H.19 4.9 26.3 35.47 14.40 Yellow
H.19 4.9 H.14 4.9 26.2 48.69 27.69 -Red-
******************************************************************
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 28.68
H.2 2 0 2 26.41
H.3 2 0 2 25.61
Page 2
FLNO6 Chelsia GL 01-05-2015
H.4 1 0 1 40.88
H.5 1 0 1 23.89
H.6 1 0 1 24.73
H.7 2 0 2 25.75
H.8 1 0 1 27.91
H.9 2 0 2 27.37
H.10 2 0 2 25.73
H.11 2 0 2 27.67
H.12 2 0 2 26.41
H.13 1 0 1 23.96
H.14 1 0 1 25.59
H.15 1 0 1 25.56
H.16 1 0 1 45.07
H.17 2 0 2 39.28
H.18 1 0 1 23.77
H.19 2 0 2 25.78
H.20 2 0 2 44.65
H.21 1 0 1 29.23
H.22 2 0 2 25.73
H.23 1 0 1 19.63
H.24 1 0 1 27.48
H.25 2 0 2 26.53
H.26 1 0 1 25.28
H.27 1 0 1 24.14
H.28 1 0 1 23.77
H.29 1 0 1 25.18
H.30 1 0 1 26.79
H.31 1 0 1 31.09
H.32 2 0 2 29.64
H.33 1 0 1 25.84
H.34 1 0 1 25.47
H.35 1 0 1 30.28
**************************************************
Summary of All Hydraulic Calculations HydraCAD-R v4.0
Uponor Page 3
x Date 1/8/2016
Pipe Lengths
Pipe From To Computer Calc'd
Ref. Hd Ref Hd Ref Length Length
1 H.2 - H.5 = 22 22
2 H.1 - T.36 = 2 2
3 T.37 - H.2 = 2 2
4 T.36 - T.37 = 11 11
5 T.37 - H.3 = 7 7
6 H.3 - T.38 = 1 1
7 H.4 - T.38 = 17 17
8 T.38 - H.7 = 3 3
9 H.7 - T.39 = 2 2
10 H.8 - T.40 = 5 5
11 T.39 - H.10 = 7 7
12 T.40 - T.39 = 8 8
13 H.10 - H.9 = 11 11
14 H.9 - H.6 = 20 20
15 T.42 - T.39 = 7 7
16 H.12 - T.42 = 7 7
17 T.41 - H.11 = 1 1
Page 3
FLNO6 Chelsia GL 01-05-2015
18 H.12 - H.11 = 7 7
19 T.43 - H.14 = 1 1
20 T.43 - T.41 = 15 15
21 T.44 - H.13 = 4 4
22 T.50 - T.42 = 7 7
23 H.15 - T.52 = 7 7
24 T.44 - T.45 = 15 15
25 T.43 - H.19 = 8 8
26 T.44 - H.18 = 3 3
27 T.45 - T.49 = 2 2
28 T.48 - T.49 = 10 10
29 H.16 - T.47 = 2 2
30 T.47 - T.48 = 6 6
31 T.49 - T.50 = 3 3
32 T.46 - T.47 = 3 3
33 T.51 - H.17 = 2 2
34 T.53 - 5.1 = 11 11
35 H.17 - T.50 = 2 2
36 T.52 - T.46 = 14 14
37 T.47 - H.20 = 4 4
38 H.21 - T.48 = 4 4
39 T.50 - H.22 = 4 4
40 T.52 - H.26 = 5 5
41 T.53 - T.51 = 20 20
42 H.19 - H.25 = 3 3
43 T.53 - H.23 = 2 2
44 H.25 - H.24 = 3 3
45 H.20 - T.55 = 10 10
46 H.22 - T.57 = 12 12
47 T.56 - T.55 = 2 2
Summary of All Hydraulic Calculations HydraCAD-R v4.0
Uponor Page 4
x Date 1/8/2016
Pipe Lengths (con't.)
Pipe From To Computer Calc'd
Ref. Hd Ref Hd Ref Length Length
48 T.55 - T.54 = 10 10
49 T.54 - H.30 = 16 16
50 T.55 - H.29 = 16 16
51 T.57 - H.28 = 19 19
52 H.27 - T.57 = 23 23
53 H.31 - T.56 = 9 9
54 T.57 - H.32 = 4 4
55 H.32 - T.58 = 7 7
56 T.58 - H.34 = 19 19
57 H.33 - T.58 = 23 23
58 T.58 - H.35 = 4 4
Total Pipe Length = 474 474
Page 4
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Units Summary
Flow Summary - NFPA 2007
Uponor Page 3
x - One Head Calculation (H.16) Date 1/8/2016
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
CITY 75.0 20 300.0 74.632 20.02 45.07
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
HD16 123.0
H.16 124.0
T.47 124.0
T.48 124.0
T.49 124.0
T.50 124.0
H.17 124.0
T.51 124.0
T.53 112.0
S.1 106.0
ADFL 100.0
MTR 100.0
CITY 100.0
4.9
16.7
16.34
18.22
19.48
21.79
22.42
22.47
22.53
28.46
31.5
38.28
39.56
45.07
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.16) Date 1/8/2016
Node1 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 ******
*Remote Head to Supply
HD16 123 4.90 20.02 1 0.0 1.000 150 16.700
to 0.0 0.0 -0.433
H.16 124 20.02 1.101 0.0 1.000 0.0680 0.068 Vel = 6.75
H.16 124 0.0 0.75 Pel 7.0 2.000 150 16.335
to 0.0 7.000 0.0
T.47 124 20.02 0.874 0.0 9.000 0.2099 1.889 Vel = 10.71
T.47 124 0.0 0.75 0.0 6.000 150 18.224
to 0.0 0.0 0.0
T.48 124 20.02 0.874 0.0 6.000 0.2100 1.260 Vel = 10.71
T.48 124 0.0 0.75 Ptr 1.0 10.000 150 19.484
to 0.0 1.000 0.0
T.49 124 20.02 0.874 0.0 11.000 0.2099 2.309 Vel = 10.71
T.49 124 0.0 0.75 0.0 3.000 150 21.793
to 0.0 0.0 0.0
T.50 124 20.02 0.874 0.0 3.000 0.2100 0.630 Vel = 10.71
T.50 124 0.0 1.25 0.0 2.000 150 22.423
to 0.0 0.0 0.0
H.17 124 20.02 1.394 0.0 2.000 0.0215 0.043 Vel = 4.21
H.17 124 0.0 1.25 Ptr 1.0 2.000 150 22.466
to 0.0 1.000 0.0
T.51 124 20.02 1.394 0.0 3.000 0.0217 0.065 Vel = 4.21
T.51 124 0.0 1.25 Ptb 6.0 20.000 150 22.531
to Pel 8.0 14.000 5.197
T.53 112 20.02 1.394 0.0 34.000 0.0216 0.735 Vel = 4.21
T.53 112 0.0 1.25 T 9.523 11.000 150 28.463
to 0.0 9.523 2.599
S.1 106 20.02 1.394 0.0 20.523 0.0216 0.443 Vel = 4.21
S.1 106 0.0 1.25 2E 6.358 30.000 150 31.505
to Pry 0.0 6.358 5.599 * * Fixed Loss = 3
ADFL 100 20.02 1.283 Fsp 0.0 36.358 0.0324 1.177 Vel = 4.97
ADFL 100 0.0 1.5 E 5.971 100.000 150 38.281
to T 11.943 17.914 0.0
MTR 100 20.02 1.606 G 0.0 117.914 0.0108 1.279 Vel = 3.17
MTR 100 0.0 1 E 2.778 25.000 150 39.560
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 45.070 K Factor = 2.98
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Flow Summary - NFPA 2007
Uponor Page 3
x - Two Head Calculation (H.19 & H.14) Date 1/8/2016
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
CITY 75.0 20 300.0 74.397 26.16 48.689
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
HD19 111.0
H.19 112.0
T.43 112.0
T.41 124.0
H.11 124.0
H.12 124.0
T.42 124.0
T.50 124.0
H.17 124.0
T.51 124.0
T.53 112.0
S.1 106.0
ADFL 100.0
MTR 100.0
CITY 100.0
HD14 111.0
H.14 112.0
4.9 7.04 13.0
6.64
7.68
11.08
11.77
14.18
20.03
20.81
20.88
20.99
27.39
30.72
38.25
40.34
48.69
4.9 7.21 13.16
6.81
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.19 & H.14) Date 1/8/2016
Node1 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 ******
*Remote Head to Supply
H D 19 111 4.90 13.00 1 0.0 1.000 150 7.040
to 0.0 0.0 -0.433
H.19 112 13.0 1.101 0.0 1.000 0.0310 0.031 Vel = 4.38
H.19 112 0.0 0.75 Ptb 3.0 8.000 150 6.638
to 0.0 3.000 0.0
T.43 112 13.0 0.874 0.0 11.000 0.0944 1.038 Vel = 6.95
T.43 112 13.16 0.75 Ptb 3.0 15.000 150 7.676
to Pel 7.0 10.000 -5.197
T.41 124 26.16 0.874 0.0 25.000 0.3442 8.604 Vel = 13.99
T.41 124 0.0 0.75 Ptr 1.0 1.000 150 11.083
to 0.0 1.000 0.0
H.11 124 26.16 0.874 0.0 2.000 0.3445 0.689 Vel = 13.99
H.11 124 0.0 0.75 0.0 7.000 150 11.772
to 0.0 0.0 0.0
H.12 124 26.16 0.874 0.0 7.000 0.3441 2.409 Vel = 13.99
H.12 124 0.0 0.75 Ptb 3.0 7.000 150 14.181
to Pel 7.0 10.000 0.0
T.42 124 26.16 0.874 0.0 17.000 0.3442 5.851 Vel = 13.99
T.42 124 0.0 1 0.0 7.000 150 20.032
to 0.0 0.0 0.0
T.50 124 26.16 1.101 0.0 7.000 0.1117 0.782 Vel = 8.82
T.50 124 0.0 1.25 0.0 2.000 150 20.814
to 0.0 0.0 0.0
H.17 124 26.16 1.394 0.0 2.000 0.0355 0.071 Vel = 5.50
H.17 124 0.0 1.25 Ptr 1.0 2.000 150 20.885
to 0.0 1.000 0.0
T.51 124 26.16 1.394 0.0 3.000 0.0353 0.106 Vel = 5.50
T.51 124 0.0 1.25 Ptb 6.0 20.000 150 20.991
to Pel 8.0 14.000 5.197
T.53 112 26.16 1.394 0.0 34.000 0.0354 1.205 Vel = 5.50
T.53 112 0.0 1.25 T 9.523 11.000 150 27.393
to 0.0 9.523 2.599
S.1 106 26.16 1.394 0.0 20.523 0.0354 0.727 Vel = 5.50
S.1 106 0.0 1.25 2E 6.358 30.000 150 30.719
to Pry 0.0 6.358 5.599 * * Fixed Loss = 3
ADFL 100 26.16 1.283 Fsp 0.0 36.358 0.0531 1.929 Vel = 6.49
ADFL 100 0.0 1.5 E 5.971 100.000 150 38.247
to T 11.943 17.914 0.0
MTR 100 26.16 1.606 G 0.0 117.914 0.0178 2.097 Vel = 4.14
MTR 100 0.0 1 E 2.778 25.000 150 40.344
to T 6.945 9.722 3.000 * * Fixed Loss = 3
CITY 100 26.16 1.031 G 0.0 34.722 0.1539 5.345 Vel = 10.05
Xwm 0.0
CITY
0.0
26.16 48.689 K Factor = 3.75
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
Uponor Page 5
x - Two Head Calculation (H.19 & H.14) Date 1/8/2016
Node1 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 ******
*New Path
HD14 111
to
H.14 112
4.90 13.16 1
13.16 1.101
0.0 1.000 150 7.209
0.0 0.0 -0.433
0.0 1.000 0.0320 0.032 Vel = 4.43
H.14 112 0.0 0.75 Ptr 1.0 1.000 150 6.808
to Pel 7.0 8.000 0.0
T.43 112 13.16 0.874 0.0 9.000 0.0964 0.868 Vel = 7.04
0.0
T.43 13.16 7.676 K Factor = 4.75
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
FLNO6
Peltrazn Plumbing Inc.,
Fire Protection Division
1929 West Valley Hwy. South
Auburn, WA 98001
Job Site Informati n
• Job Name -Raid?' Lane
• Address -14409 44 LN S, Tukwila
• Lot# -06
• BLDG Permit# - DIS 0115
• Assessor PI:N# -0040000376
• System Type - NFPA 131) (2010) 33.9,8 Wet Pipe Sprinkler system.
• Plan# - FLNO6 Chelsea GL 01-05-2016
Hydraulic Design information
• Contractor Peltram Plumbing (PELTRP1075DZ)
• Calculated by -Clyde .1 Ward ,Tr. (FSCC -12925)
• Occupancy - NFPA 13D (2010) One and Two Family Dwellings
System Design Notes
• Type of Calculation -NFPA 13D (2201 0)
• Hydraulically Most Remote 2 Sprinklers Calculated -11.14, H.19 Page 1 of 1
• Hydraulically Most Remote Single Sprinkler Calculated - 111 6
• Listed Flow/Pressure ® Remote Head / 1114 RFC491613gprn j 7psi
• Listed Flow/.Pressure ® Remote Head! 1.19 RFC49-1613gpm @a 7psi P//
• Listed Flow/Pressure ® Remote Head 11116 RFC49-20 20gpm 16 7 l
• Maximum Listed Spacing - 20'x 20' %00101,
• Elevation at Highest Point - 36'
• Owner to provide adequate insulation and heat (48°F min.) to prevent sprinkler pipes from freezing.
• Flow -switch required per Tukwila Fire Prevention.
• 6" Alarm Bell located on exterior cif residence, shall be wired to Flow Switch.
• Double Check Valve Assembly (DCVA) is required.
• DCVA will meet Low Lead Requirements. WAC* Section -51-560600, UPC' .2012-604.11 Lead Content
• Listed pipe shall be supported in accordance with manufacturers listing limitations.
• No Domestic water connections on this Fire Sprinkler System.
• MAO* Washinia m Administrative Code Chapter 51-56-600 -State Building Code Adoption and Amendment
of the 2012 Edition of the Uniform Plumbing Code.
• (UPC)* Unlform Plumbing Code 2012 edition,
• CPVC Fire Sprinkler Pipe & Fittings
Harvel® FlameGuard® 18 Garage Floor
Harvey* Blazemaster®
• Total number of Sprinkler Heads -
• Sprinkler Models - Listed Below
RELIABLE Model RFC49 Concealed Pendent Spr FP
K=4,9, 155E°, 7/16" Orifice, Maximum Spacing 16'x16'
Sprinkler head demand! 13 gpm @ 7,04
RELIABLE Model RFC49 Concealed Pendent Spr FP
K=4,9, 155E°, 7/16" Orifice, Maximum Spacing 20'x20'
Sprinkler head demand! 20 gpm @ 16,7
RELIABLE Model RFC30Concealed Pendent Spr FP
K=3, 155E°, 21/64" Orifice, Maximum Spacing 12'x12'
Sprinkler head demand: 9 gpri @ 9
RELIABLE Model RFC3OConcealed Pendent Spr FP
K=3, 155F°, 21/64" Orifice, Maximum Spacing 14'x14'
Sprinkler head demand! 10 gpm @ 11,12
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Clyde JamesWard Jr.
2970-0908-A Level 1
Peltr•an Plumbing, Inc.
PELIKrzu7JLL
01-05-2016 Ire
:Signature
Dale 12ra1ng
{tuber Prat
th of tlw
J
4
o — - - 24
RFC49-16
o - - - 4
RFC49-20
O - - - 3
RFC30-12
- - 4
RFC30-14
17 Upper Floor
35 TOTAL
NFPA 13D R
If Electric Bell/Ebro Strobe
ie tequired,it sh1111 be
Mounted outside residence
!sired to Smoke Detectors.
WATER SUPPLY LINE
MINIMUM
1" WATER METER
ICempel
CITY CONTROL VALVE
SIDENTIAL RISER DETAIL
NOT TO SCALE
.44
*Sprinkler Drain Valve*
i .—JSprinklor/Dwrestle Water Supply
sure Gauge I
Shut Off Valve I
ALL PIPE SIZES PER NFPA 130
TYPICAL NFPA 13D RISER DETAIL
SES' NFPA 130, APPENDIX A FOR OTHER OPTIONS
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Hi14 RFC49-16 13gprm @ 7psi
H,19 RFC49-16 13gpri @ 7psi
RFC49-16 H.6
J
H:4514,
RFC49-16
T.53
RFC49-16 H.23
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Ln
H.27 H.28
RFC49-16 RFC49-16
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See Riser Detail
DCVA & Flow Switch
Required
H.3
1:
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•. As Noted in Re4
RFC49-16 RFC49-16 H.1
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4 .41
O Per The Atiached Letter
TheGe plans have been revieva ed by The Tukwila Fire
F c v ention Bureau :: corll'ornance with current City
ctita.rIclards. Accor , :111-Xect to errors and
orrllsslons which 6c) .,,:•;; violations of adopted
standards and sir .1, t.-.. ;. ?,e responsibility for the
adequacy of des gn, .oil iy with the designer.
Additions, deledot ols to these drawings after
this date will void I I,? ; ,7,r+...nnc ? and will require a
resubrnittal of rey1;«,J ..,,:,,; +'or subsequent approval.
li.
Final acceptance is subject to veld test and inspection by
The Tukwila Fire Prvention E .reACIP-‘,,i)
au.
Date: /-� e -) t,0 By: I 1
o
3 -CD T.49
10-0
H.22
2
Of 3.'•Jr. i j
WO
8-0
3z
RFC30-14
8-0
1 RFC30-14
a ij'L+`''I r
cwz
6-0
D
H.35
U
p
RFC30-14
col h•'1.
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Plow C b..(/k, i'.) 4 Cy'r rty,�nt.�•
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131 KWII A FIRE DEPARTMENT
Pie-ncall 206-575-4407 and
gesso this Eire Perrot No.
and exact ademss for r tdown or reeooron approval.
^isJ�lni^ig2 sJpni2 stoms9 ±2oM yJJfoDiJU.o^ibyH
12qI31 9 mggOS 0S-e-PTN al.H
Der Floor 17 Sprinklers
PAID
2016
T �ILA EIR,
�7/