HomeMy WebLinkAboutPP - 14070 33RD AVE S - GEM CONSTRUCTION - PERMITS AND PLANS14070 33RD AVE S
ASSOCIATED PERMITS
15-5-009 D14-253
.237
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.:
Site Address: 19616 33 r-4 14% S • Tx, (4 /, 1 n Suite Number: Floor:
Tenant Name: New Tenant? I=1- Yes ❑ - No
Property Owner's Name: •L W\ (64^5 <1 -
Mailing Address:
City State Zip
CONTACT PERSON -if there are questions about the submittal.
Name: r 11
Company Name: -:wx
Mailing Address: PO15 aX 80)( 3
el LA...es. 1. V1,-
1
E-mail Address: fL7,rlout,- (,karre,t 1 4,4 c( Scan . C
Cit
Day Telephone: 063- cid s7-41//..)-
<_ -4///..)-
1,4 IZe- WO*. 783 4/
State Zip
Fax Number: .25-3-[001--/ 3g
Contractor's City of Tukwila Business License number:
Total number of new/relocated devices or sprinkler heads:
Valuation of Project (contractor's bid price): $ QYR?
Scope of Work (please provide detailed information): 13- P ThS l i' r/ Pit' 0I v %/7 SY5 4 ,
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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 its 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 AGE T:
Signature:
Print Name:
Plan Permit App.doc
Day Telephone:
Date: (-19 -2°6—
.2s-3 - X05•- `19d 7
8/22/14 TFD FP Form 8
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
))/((— zs-3
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:;
C�o�5 acs vt
Type of nspection:
T�/"A'(
Address:
Suite #: /V0 7 0
?3 Ave_
Con act Person:
Special Instructions:
Permits:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
/°mss
,dt 7 za /s e12111/ /�xivr
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspecto,.'/3
Date: 74i//
Hrs.: /. 0
$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 per -009
ash
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:E
�hs�
Type of5P coon:
Address:,.,Contact
Suite #: /V070
,3.3, J
Person:
Special Instructions:
Occupancy Type:
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:
f_I
Inspector:
. �s"3
Date: f/�jfAr—
Hrs.:
/_ d
$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
7
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
p/ -O 5
S —Oa�
PERMIT NUMBERS
Project: 1 I
�e/"-\ W 1V s (2u GT (0 /l)
Type of Inspectio ,� p��
J I A (A4-04- T
Address: /V67, 334 ,S
Suite #:
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
—Corrections required prior to approval.
COMMENTS:
wee/ --'jre)t-,ti
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
lay
, 5- a
Date: 3t.3//j'—
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
A-PEX Design Services
10731 47th Place West
Mukilteo, WA 98275
425-493-9680
Job Name : GEM CONSTRUCTION PLAN 2084 - One Head Calculation (H.10)
Drawing
Location : 14070 33RD AVE S TUCKWILA WA
Remote Area :
Contract : 150107-01
Data File : 150107-01 Gem Construction Plan 2084.wx1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-PEX Design Services Page 1
GEM CONSTRUCTION PLAN 2084 - One Head Calculation (H.10) Date 1/9/2015
HYDRAULIC DESIGN INFORMATION SHEET
Name - GEM CONSTRUCTION PLAN 2084 Date - 1-7-2015
Location - TUCKWILA WA
Building - System No. -
Contractor - HARRELL AND SON Contract No. - 150107-01
Calculated By - NOAH EAKMAN Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
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 - 17
Listed Pres. at Start Point - 12.03Psi
D MAXIMUM LISTED SPACING 18 x 18
E Domestic Flow Added - 0
S Additional Flow Added
I Elevation at Highest Outlet - 108
G Note:
N
Gpm
Gpm
Gpm
Feet
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Make RELIABLE Model LL-RFC49
Size 3/8 K -Factor 4.9
Temperature Rating 155
Calculation Gpm Required 17 Psi Required 37.87
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) - 55
R Residual (Psi) - 50
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)
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Fittings Used Summary
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Flow Summary - NFPA 2007
A-PEX Design Services Page 4
GEM CONSTRUCTION PLAN 2084 - One Head Calculation (H.10) Date 1/9/2015
SUPPLY ANALYSIS
Node at Stat/c Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 55.0 50 300.0 54.975 17.0 37.87
Node Tag Elevation
Node Type
NODE ANALYSIS
Pressure Discharge
at Node at Node
Notes
H.10 108.0
T.28 108.0
T.25 108.0
T.24 108.0
S.1 104.0
CPL 100.0
MTR 100.0
STR 100.0
T.27 108.0
H.12 108.0
H.6 108.0
H.1 108.0
T.17 108.0
T.18 108.0
H.3 108.0
T.22 108.0
T.21 116.0
H.5 116.0
T.26 116.0
H.9 116.0
T.23 116.0
H.4 116.0
T.20 116.0
T.19 116.0
H.2 116.0
H.7 116.0
H.14 116.0
H.15 116.0
T.30 116.0
T.29 116.0
H.8 116.0
H.13 116.0
H.16 116.0
4.9 12.03 17.0
13.2
13.31
14.99
17.24
25.48
26.06
37.87
12.25
12.39
12.65
12.85
13.0
13.11
13.2
13.26
9.71
9.71
9.72
9.73
9.73
9.71
9.71
9.71
9.71
9.72
9.72
9.72
9.72
9.73
9.73
9.72
9.72
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services Page 5
GEM CONSTRUCTION PLAN 2084 - One Head Calculation (H.10) Date 1/9/2015
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.10 12.73 0.862 1 Utr 2.0 10.000 12.030 K Factor = 4.90
to 150.0 0.0 2.000 0.0
T.28 12.73 0.0972 0.0 12.000 1.166 Vel = 7.00
T.28 0.02 1.054 0.0 3.000 13.196
to 150.0 0.0 0.0 0.0
T.25 12.75 0.0367 0.0 3.000 0.110 Vel = 4.69
T.25 4.25 1.054 1 UeI 11.0 7.000 13.306
to 150.0 1 Utb 9.0 20.000 0.0
T.24 17.0 0.0623 0.0 27.000 1.681 Vel = 6.25
T.24 0.0 1.054 1T 2.44 6.000 14.987
to 150.0 0.0 2.440 1.732
S.1 17.0 0.0623 0.0 8.440 0.526 Vel = 6.25
S.1 0.0 1.054 1E 1.22 20.000 17.245
to 150.0 1T 2.44 4.067 6.732 * Fixed loss = 5
CPL 17.0 0.0623 1G 0.407 24.067 1.499 Vel = 6.25
CPL 0.0 1.61 2E 12.089 60.000 25.476
to 150.0 1C 1.511 13.600 0.0
MTR 17.0 0.0079 0.0 73.600 0.582 Vel = 2.68
MTR 0.0 1.025 2E 5.4 20.000 26.058
to 150.0 0.0 5.400 10.000 * Fixed loss = 10
STR 17.0 0.0713 0.0 25.400 1.812 Vel = 6.61
0.0
17.00 37.870 K Factor = 2.76
H.10 4.26 0.862 1 Utr 2.0 15.000 12.030
to 150.0 0.0 2.000 0.0
T.27 4.26 0.0128 0.0 17.000 0.218 Vel = 2.34
T.27 0.0 0.862 0.0 11.000 12.248
to 150.0 0.0 0.0 0.0
H.12 4.26 0.0128 0.0 11.000 0.141 Vel = 2.34
H.12 0.0 0.862 1 Utr 2.0 18.000 12.389
to 150.0 0.0 2.000 0.0
H.6 4.26 0.0128 0.0 20.000 0.257 Vel = 2.34
H.6 0.0 0.862 1 Utr 2.0 14.000 12.646
to 150.0 0.0 2.000 0.0
H.1 4.26 0.0128 0.0 16.000 0.205 Vel = 2.34
H.1 0.0 0.862 1 Utr 2.0 10.000 12.851
to 150.0 0.0 2.000 0.0
T.17 4.26 0.0128 0.0 12.000 0.154 Vel = 2.34
T.17 0.0 0.862 1 Utr 2.0 6.000 13.005
to 150.0 0.0 2.000 0.0
T.18 4.26 0.0127 0.0 8.000 0.102 Vel = 2.34
T.18 -1.24 0.862 1 Utr 2.0 12.000 13.107
to 150.0 0.0 2.000 0.0
H.3 3.02 0.0068 0.0 14.000 0.095 VeI= 1.66
H.3 0.0 0.862 1 Utr 2.0 7.000 13.202
to 150.0 0.0 2.000 0.0
T.22 3.02 0.0068 0.0 9.000 0.061 Vel = 1.66
T.22 1.22 1.054 1 Utr 4.0 5.000 13.263
to 150.0 0.0 4.000 0.0
T.25 4.24 0.0048 0.0 9.000 0.043 Vel = 1.56
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services Page 6
GEM CONSTRUCTION PLAN 2084 - One Head Calculation (H.10) Date 1/9/2015
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
4.24 13.306 K Factor = 1.16
T.18 1.24 0.862 2Utb 34.0 23.000 13.107
to 150.0 0.0 28.000 -3.465
T.21 1.24 0.0013 0.0 51.000 0.067 Vel = 0.68
T.21 -0.45 0.862 1 Utr 2.0 7.000 9.709
to 150.0 0.0 2.000 0.0
H.5 0.79 0.0006 0.0 9.000 0.005 Vel = 0.43
H.5 0.0 0.862 1 Utr 2.0 10.000 9.714
to 150.0 0.0 2.000 0.0
T.26 0.79 0.0006 0.0 12.000 0.007 Vel = 0.43
T.26 -0.19 0.862 1 Utr 2.0 10.000 9.721
to 150.0 1 Utb 17.0 16.000 0.0
H.9 0.6 0.0003 0.0 26.000 0.009 Vel = 0.33
H.9 0.0 0.862 0.0 12.000 9.730
to 150.0 0.0 0.0 0.0
T.23 0.6 0.0003 0.0 12.000 0.004 Vel = 0.33
T.23 0.63 0.882 2Utb 34.0 22.000 9.734
to 150.0 0.0 28.000 3.465
T.22 1.23 0.0013 0.0 50.000 0.064 Vel = 0.68
0.0
1.23 13.263 K Factor = 0.34
T.21 0.45 0.862 1 Utr 2.0 2.000 9.709
to 150.0 0.0 2.000 0.0
H.4 0.45 0.0002 0.0 4.000 0.001 Vel = 0.25
H.4 0.0 0.862 0.0 7.000 9.710
to 150.0 0.0 0.0 0.0
T.20 0.45 0.0003 0.0 7.000 0.002 Vel = 0.25
T.20 0.0 0.862 1 Utr 2.0 2.000 9.712
to 150.0 0.0 2.000 0.0
T.19 0.45 0.0 0.0 4.000 0.0 Vel = 0.25
T.19 0.0 0.862 1 Utr 2.0 8.000 9.712
to 150.0 0.0 2.000 0.0
H.2 0.45 0.0002 0.0 10.000 0.002 Vel = 0.25
H.2 0.0 0.862 1 Utr 2.0 15.000 9.714
to 150.0 0.0 2.000 0.0
H.7 0.45 0.0002 0.0 17.000 0.004 Vel = 0.25
H.7 0.0 0.862 1 Utr 2.0 16.000 9.718
to 150.0 0.0 2.000 0.0
H.14 0.45 0.0002 0.0 18.000 0.003 Vel = 0.25
H.14 0.0 0.862 1 Utr 2.0 4.000 9.721
to 150.0 0.0 2.000 0.0
H.15 0.45 0.0003 0.0 6.000 0.002 Vel = 0.25
H.15 0.0 0.862 0.0 1.000 9.723
to 150.0 0.0 0.0 0.0
T.30 0.45 0.0 0.0 1.000 0.0 Vel = 0.25
T.30 0.19 0.862 1 Utb 17.0 9.000 9.723
to 150.0 0.0 14.000 0.0
T.29 0.64 0.0004 0.0 23.000 0.009 Vel = 0.35
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services
GEM CONSTRUCTION PLAN 2084 - One Head Calculation (H.10)
Page 7
Date 1/9/2015
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.29 -0.02 0.862 1 Utr 2.0 2.000 9.732
to 150.0 0.0 2.000 0.0
H.8 0.62 0.0002 0.0 4.000 0.001 Vel = 0.34
H.8 0.0 0.862 1 Utr 2.0 2.000 9.733
to 150.0 0.0 2.000 0.0
T.23 0.62 0.0002 0.0 4.000 0.001 Vel = 0.34
0.0
0.62 9.734 K Factor = 0.20
T.26 0.19 0.862 1 Utr 2.0 7.000 9.721
to 150.0 0.0 2.000 0.0
H.13 0.19 0.0001 0.0 9.000 0.001 Vel = 0.10
H.13 0.0 0.862 1 Utr 2.0 14.000 9.722
to 150.0 0.0 2.000 0.0
H.16 0.19 0.0 0.0 16.000 0.0 Vel = 0.10
H.16 0.0 0.862 1 Utr 2.0 12.000 9.722
to 150.0 0.0 2.000 0.0
T.30 0.19 0.0001 0.0 14.000 0.001 Vel = 0.10
0.0
0.19 9.723 K Factor = 0.06
T.29 0.02 0.862 2Utb 34.0 22.000 9.732
to 150,0 0.0 28.000 3.465
T.28 0.02 0.0 0.0 50.000 -0.001 Vel = 0.01
0.0
0.02
13.196 K Factor = 0.01
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
tESIGN SEJ
A-PEX Design Services
10731 47th Place West
Mukilteo, WA 98275
425-493-9680
Job Name : GEM CONSTRUCTION PLAN 2084 - Two Head Calculation (H.13 & H.5)
Drawing
Location : 14070 33RD AVE S TUCKWILA WA
Remote Area :
Contract : 150107-01
Data File : 150107-01 Gem Construction Plan 2084.wx2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-PEX Design Services Page 1
GEM CONSTRUCTION PLAN 2084 - Two Head Calculation (H.13 & H.5) Date 1/9/2015
HYDRAULIC DESIGN INFORMATION SHEET
Name - GEM CONSTRUCTION PLAN 2084 Date - 1-7-2015
Location - TUCKWILA WA
Building - System No. -
Contractor - HARRELL AND SON Contract No. - 150107-01
Calculated By - NOAH EAKMAN Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
S
Y
S
T
E
Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
( )Other
( )Specific Ruling Made by Date
M Listed Flow at Start Point
Listed Pres. at Start Point
D MAXIMUM LISTED SPACING
E Domestic Flow Added
S
I
G
N
7.04
16
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 LL-RFC49
Size 3/8 K -Factor 4.9
Temperature Rating 155
Calculation Gpm Required 26.16
Summary C -Factor Used:
Psi Required 47.01 At Ref Pt STR
Overhead 150 Underground 150
W Water Flow Test:
A Date of Test
T Time of Test -
E Static (Psi) - 55
R Residual (Psi) - 50
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)
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Fittings Used Summary
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Units Summary
Flow Summary - NFPA 2007
A-PEX Design Services Page 4
GEM CONSTRUCTION PLAN 2084 - Two Head Calculation (H.13 & H.5) Date 1/9/2015
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 55.0 50 300.0 54.945 26.16 47.007
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.13 116.0
H.16 116.0
T.30 116.0
T.29 116.0
T.28 108.0
T.25 108.0
T.24 108.0
S.1 104.0
CPL 100.0
MTR 100.0
STR 100.0
T.26 116.0
H.9 116.0
T.23 116.0
T.22 108.0
H.5 116.0
T.21 116.0
T.18 108.0
H.3 108.0
H.4 116.0
T.20 116.0
T.19 116.0
H.2 116.0
H.7 116.0
H.14 116.0
H.15 116.0
H.8 116.0
T.17 108.0
H.1 108.0
H.6 108.0
H.12 108.0
T.27 108.0
H.10 108.0
4.9 7.04 13.0
7.54
7.98
9.01
14.9
15.0
18.73
21.63
31.69
32.98
47.01
7.26
8.46
9.01
14.6
4.9 7.21 13.16
7.85
14.08
14.4
7.86
7.87
7.88
7.9
7.93
7.96
7.98
9.01
14.14
14.25
14.38
14.55
14.65
14.79
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services Page 5
GEM CONSTRUCTION PLAN 2084 - Two Head Calculation (H.13 & H.5) Date 1/9/2015
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.13 6.90 0.862 1 Utr 2.0 14.000 7.040 K Factor = 4.90
to 150.0 0.0 2.000 0.0
H.16 6.9 0.0312 0.0 16.000 0.500 Vel = 3.79
H.16 0.0 0.862 1 Utr 2.0 12.000 7.540
to 150.0 0.0 2.000 0.0
T.30 6.9 0.0313 0.0 14.000 0.438 Vel = 3.79
T.30 1.49 0.862 1 Utb 17.0 9.000 7.978
to 150.0 0.0 14.000 0.0
T.29 8.39 0.0449 0.0 23.000 1.033 Vel = 4.61
T.29 0.35 0.862 2Utb 34.0 22.000 9.011
to 150.0 0.0 28.000 3.465
T.28 8.74 0.0484 0.0 50.000 2.420 V = 4.80
T.28 3.42 1.054 0.0 3.000 14.896
to 150,0 0.0 0.0 0.0
T.25 12.16 0.0333 0.0 3.000 0.100 Vel = 4.47
T.25 14.00 1.054 1 UeI 11.0 7.000 14.996
to 150.0 1 Utb 9.0 20.000 0.0
T.24 26.16 0.1383 0.0 27.000 3.734 Vel = 9.62
T.24 0.0 1.054 1T 2.44 6.000 18.730
to 150.0 0.0 2.440 1.732
S.1 26.16 0.1384 0.0 8.440 1.168 Vel = 9.62
S.1 0.0 1.054 1E 1.22 20.000 21.630
to 150.0 1T 2.44 4.067 6.732 * Fixed loss = 5
CPL 26.16 0.1383 1G 0.407 24.067 3.328 Vel = 9.62
CPL 0.0 1.61 2E 12.089 60.000 31.690
to 150.0 1C 1.511 13.600 0.0
MTR 26.16 0.0176 0.0 73.600 1.293 Vel = 4.12
MTR 0.0 1.025 2E 5.4 20.000 32.983
to 150.0 0.0 5.400 10.000 * Fixed loss = 10
STR 26.16 0.1584 0.0 25.400 4.024 Vel = 10.17
0.0
26.16 47.007 K Factor = 3.82
H.13 6.10 0.862 1 Utr 2.0 7.000 7.040
to 150.0 0.0 2.000 0.0
T.26 6.1 0.0249 0.0 9.000 0.224 Vel = 3.35
T.26 2.39 0.862 1 Utr 2.0 10.000 7.264
to 150.0 1 Utb 17.0 16.000 0.0
H.9 8.49 0.0460 0.0 26.000 1.195 Vel = 4.67
H.9 0.0 0.862 0.0 12.000 8.459
to 150.0 0.0 0.0 0.0
T.23 8.49 0.0459 0.0 12.000 0.551 Vel = 4.67
T.23 -0.34 0.862 2Utb 34.0 22.000 9.010
to 150.0 0.0 28.000 3.465
T.22 8.15 0.0426 0.0 50.000 2.130 Vel = 4.48
T.22 5.85 1.054 1 Utr 4.0 5.000 14.605
to 150.0 0.0 4.000 0.0
T.25 14.0 0.0434 0.0 9.000 0.391 Vel = 5.15
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services Page 6
GEM CONSTRUCTION PLAN 2084 - Two Head Calculation (H.13 & H.5) Date 1/9/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes
14.00
14.996 K Factor = 3.62
T.26 -2.39 0.862 1 Utr 2.0 10.000 7.264
to 150.0 0.0 2.000 0.0
H.5 -2.39 -0.0043 0.0 12.000 -0.052 Vel = 1.31
H.5 13.16 0.862 1 Utr 2.0 7.000 7.212 K Factor = 4.90
to 150.0 0.0 2.000 0.0
T.21 10.77 0.0712 0.0 9.000 0.641 Vel = 5.92
T.21 -1.50 0.862 2Utb 34.0 23.000 7.853
to 150.0 0.0 28.000 3.465
T.18 9.27 0.0541 0.0 51.000 2.757 Vel = 5.10
T.18 -3.42 0.862 1 Utr 2.0 12.000 14.075
to 150.0 0.0 2.000 0.0
H.3 5.85 0.0230 0.0 14.000 0.322 Vel = 3.22
H.3 0.0 0.862 1 Utr 2.0 7.000 14.397
to 150.0 0.0 2.000 0.0
T.22 5.85 0.0231 0.0 9.000 0.208 Vel = 3.22
0.0
5.85 14.605 K Factor = 1.53
T.21 1.50 0.862 1 Utr 2.0 2.000 7.853
to 150.0 0.0 2.000 0.0
H.4 1.5 0.0020 0.0 4.000 0.008 Vel = 0.82
H.4 0.0 0.862 0.0 7.000 7.861
to 150.0 0.0 0.0 0.0
T.20 1.5 0.0019 0.0 7.000 0.013 Vel = 0.82
T.20 0.0 0.862 1 Utr 2.0 2.000 7.874
to 150.0 0.0 2.000 0.0
T.19 1.5 0.0018 0.0 4.000 0.007 Vel = 0.82
T.19 0.0 0.862 1 Utr 2.0 8.000 7.881
to 150.0 0.0 2.000 0.0
H.2 1.5 0.0019 0.0 10.000 0.019 Vel = 0.82
H.2 0.0 0.862 1 Utr 2.0 15.000 7.900
to 150.0 0.0 2.000 0.0
H.7 1.5 0.0018 0.0 17.000 0.031 Vel = 0.82
H.7 0.0 0.862 1 Utr 2.0 16.000 7.931
to 150.0 0.0 2.000 0.0
H.14 1.5 0.0019 0.0 18.000 0.034 Vel = 0.82
H.14 0.0 0.862 1 Utr 2.0 4.000 7.965
to 150.0 0.0 2.000 0.0
H.15 1.5 0.0018 0.0 6.000 0.011 Vel = 0.82
H.15 0.0 0.862 0.0 1.000 7.976
to 150.0 0.0 0.0 0.0
T.30 1.5 0.0020 0.0 1.000 0.002 Vel = 0.82
0.0
1.50 7.978 K Factor = 0.53
T.23 0.34 0.862 1 Utr 2.0 2.000 9.010
to 150.0 0.0 2.000 0.0
H.8 0.34 0.0002 0.0 4.000 0.001 Vel = 0.19
H.8 0.0 0.862 1 Utr 2.0 2.000 9.011
to 150.0 0.0 2.000 0.0
T.29 0.34 0.0 0.0 4.000 0.0 Vel = 0.19
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
• Final Calculations - Hazen -Williams
A-PEX Design Services Page 7
GEM CONSTRUCTION PLAN 2084 - Two Head Calculation (H.13 & H.5) Date 1/9/2015
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
0.34 9.011 K Factor = 0.11
T.18 3.42 0.862 1 Utr 2.0 6.000 14.075
to 150.0 0.0 2.000 0.0
T.17 3.42 0.0085 0.0 8.000 0.068 Vel = 1.88
T.17 0.0 0.862 1 Utr 2.0 10.000 14.143
to 150.0 0.0 2.000 0.0
H.1 3.42 0.0086 0.0 12.000 0.103 Vel = 1.88
H.1 0.0 0.862 1 Utr 2.0 14.000 14.246
to 150.0 0.0 2.000 0.0
H.6 3.42 0.0086 0.0 16.000 0.137 Vel = 1.88
H.6 0.0 0.862 1 Utr 2.0 18.000 14.383
to 150.0 0.0 2.000 0.0
H.12 3.42 0.0086 0.0 20.000 0.171 Vel = 1.88
H.12 0.0 0.862 0.0 11.000 14.554
to 150.0 0.0 0.0 0.0
T.27 3.42 0.0085 0.0 11.000 0.094 Vel = 1.88
T.27 0.0 0.862 1 Utr 2.0 15.000 14.648
to 150.0 0.0 2.000 0.0
H.10 3.42 0.0085 0.0 17.000 0.145 Vel = 1.88
H.10 0.0 0.862 1 Utr 2.0 10.000 14.793
to 150.0 0.0 2.000 0.0
T.28 3.42 0.0086 0.0 12.000 0.103 Vel = 1.88
0.0
3.42 14.896 K Factor = 0.89
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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TiAVVILA FIRE DEPARTMENT
Please calf 205-5754407 and
c, -,Ne this`�ir e Permit No.
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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.
IN1RLVL CONNEC110N5
1}15 5,U6Z51 1.AYOUf 15 A 21I'ON II OpMA11ON Pinit7e12 8Y OTFeR5.
CHANCe5 IN CON5fIZUC11ON of FEU, COIVfl1ON5 MAYOCCUZ Waal MAY
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❑ Per The Attaches Letter
The6e plans have been reviewed by The Tukwila Fire
. prevention Bureau for conformance current City
standards. Acceptance: is subject to errors and
omissions which do not authorize violations of adopted
titan-and-or-d,hances. The responsibility for the
I/ 4" I
soil
i dequacy of design rt', totally with the designer.
Additions, deletions revisions to these drawings after
this date will void this acceptance and will require a
resubmittal of revised drawings for subsequent approval.
Final acceptance Is subject to field test and inspection by
The Tukwila Fire prevention Bureau.
Date: /' 0 - / By:
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