HomeMy WebLinkAboutPP - 13311 37TH AVE S - SHIKARNY HOMES - PERMITS AND PLANS13311 37TH AVE S
ASSOCIATED PERMITS
12-5-241
SHINARNY HONES - SFR1 Drawing Date:10-30-12 10/29/12 9: 2
Job Name:
Location:
Drawing Date:
Contractor:
HYDRAULIC DESIGN INFORMATION SHEET
SHIKARNY HOMES - SFR1
13311 37TH AVENUE
TUKWILA, WA
10-30-12
BURNS FIRE SYSTEMS
PO BOX 1110
GRANITE FALLS, WA 98252
Designer: NICK/DAVE
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: WOOD FRAME
Reviewing Authorities:TUKWILA
Remote Area Number: 1
Telephone:1-877-388-0124
Occupancy:RESIDENSE
SYSTEM DESIGN
Code:NFPA 13 D
Hazard:DWELLING System Type:WET
Area of Sprinkler Oper.
Density (gpm/sq ft)
Area per Sprinkler
Hose Allowance Inside
Hose Allowance Outside
512 sq ftl
0.055 I
324.0 sq ftl
0 gpm I
0 gpm I
Sprinkler or Nozzle
Make:
Model: LF II
K -Factor: 4.90
Temperature Rating: 155
CALCULATION SUMMARY 2 Flowing Outlets
gpm Required: 35.7 psi Required: 74.1 @ CITY CONN
WATER SUPPLY
Water Flow Test
Date of Test
Static Pressure
Residual Pres
At a Flow of
Elevation
10-26-12
99.0 psi
20.0 psi
1100 gpm
0"
Pump Data
Rated Capacity.
Rated Pressure
Elevation
Make:
Model:
0 gpm
0.0 psi
0
Location: SITE MAIN
Source of Information: TUKWILA WATER DEPARTMENT
SYSTEM VOLUME 18 Gallons
Notes:
SH1KARNY HOMES - SFR1 Drawing Date:10-30-12 10/29/12 9: 2
HYDRAULIC CALCULATION DETAILS
QTY DESCRIPTION
HYDRAULIC FLOW LOSS
LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1
Total Loss
1 Pipe 1" 42x21 GALV
1 1" Thrd Gate Valve Kennedy
1 1" Thrd Back Flow Valve WILKINS
for TO SYSTEM
8' 120 1.049
0' 120 1.049
" CHART LOSS
Total Loss for THRU RISER
Hydr Ref R1 Required at AT BASE OF RISER
Total Loss
1 Pipe 1" PVx30 BlazeMa Plastic
1 1" Other Valve METER
1 Pipe 1" PVx30 BlazeMa Plastic
for THRU UNDG
50' 150 1.101
CHART LOSS
10' 150 1.101
36
36 3.0
36 0.0
36 5.5
36
36
36
36
9.9
7.1
2.0
46.5 psi
0.0 psi
8.6 psi
55.1 psi
0.0 psi
Hydr Ref R2 Required at CITY CONN 36 74.1 psi
Water Source 99.0 psi static, 20.0 psi residual @ 1100 gpm 36 gpm 98.9 psi
SAFETY PRESSURE
Available Pressure of 98.9 psi Exceeds Required Pressure of 74.1 psi
This is a safety margin of 24.7 psi or 25 % of Supply
Maximum Water Velocity is 12.2 fps
24.7 psi
SHIKARNY HOMES - SFR1 Drawing Date:10-30-12 10/29/12 9: 2
Page 3
FITTING NAME TABLE
ABBREV. NAME
C Coupling
E 90' Standard Elbow
F 45' Elbow
S Straight Flow Thru Tee
T 90' Flow Thru Tee
✓ Valve
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram. _
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
Qa Flow added or subtracted
Qt Total flow
DIA Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
Pf/ft Friction loss per foot of pipe
PIPE Length of pipe
FTNG'S Number of fittings. See table above.
TOTAL Total length (PIPE + FTNG'S)
Pt Total pressure (psi) at fitting
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi), where Pn = Pt - Pv
NOTES:
- Pressures are balanced to 0.01 psi. Pressures are listed to
0.1 psi. Addition may vary by 0.1 psi due to accumulation of
round off.
- Calculations conform to NFPA 13.
- Velocity Pressures are not considered in these Calculations
SH1'IARNY HOMES - SFR1 Drawing Date:10-30-12 10/29/12 9: 2
Page 4
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K -FACTOR FLOW FLOW DENSITY
(FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT)
1 18.50
1S 18.00
2 18.50
2S 18.00
18 18.50
19 18.50
20 18.50
21 18.50
23 9.50
24 9.50
30 9.50
31 9.50
W -4.00
4.90
4.90
13.5
13.2
13.6
13.3
14.0
13.9
13.8
15.0
21.9
22.1
25..7
20.7
46.5
17.8
17.9
Max velocity of 12.15 occurs in the pipe from W TO 30
17.8 0.05
13.0 0.09
Nodes with "S" indicate a node at the top of a sprig or bottom
of drop pendent. The node without an "S" is on the branch.
SHIkARNY HOMES - SFR1 Drawing Date:10-30-12
Tyco Fire Products
10/29/12 9: 2
Page 5
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH)
1S
17.82 1.101 1T 0.50 13.2 13.2 K = 4.90
C=150 7.56 -0.2 0.0
17.82 0.055 8.06 0.4 13.2 Vel = 6.06
1
1.101 1T 5.88 13.5 13.5 EqK = 4.86
C=150 7.56 0.0 0.0
12.26 0.028 13.44 0.4 13.5 Vel = 4.17
10.37 1.101 1T 6.23 13.8 13.8
20 C=150 7.56 0.0 0.0 See PATH 3
22.63 0.086 13.78 1.2 13.8 Vel = 7.70
13.09 1.101 9.00 15.0 15.0
21 C=150 0.00 3.9 0.0 See PATH 2
35.72 0.199 9.00 1.8 15.0 Vel = 12.15
-13.10 1.101 1T 6.70 20.7 20.7
31 C=150 7.56 0.0 0.0 See PATH 5
22.62 0.085 14.25 1.2 20.7 Vel = 7.70
-4.25 1.101 1E 31.78 21.9 21.9
23 C=150 4T 33.24 0.0 0.0 See PATH 6
18.37 0.058 65.03 3.8 21.9 Vel = 6.25
17.35 1.101 1E 72.09 25.7 25.7
30 C=150 3.02 5.8 0.0 See PATH 5
35.72 0.1.99 75.11 14.9 25.7 Vel = 12.15
W 35.72 46.5 K = 5.24
PATH 2 FROM HYDRAULIC REFERENCE 1 TO 21
1S
17.82 1.101 1T 0.50 13.2 13.2 K = 4.90
C=150 7.56 -0.2 0.0
17.82 0.055 8.06 0.4 13.2 Vel = 6.06
UNITS - DIAMETER (INCH) LENGTH (FOOT)
FLOW (GPM) PRESSURE (PSI)
SHIKARNY HOMES - SFR1 Drawing Date:10-30-12 10/29/12 9: 2
Tyco Fire Products Page 6
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 2 FROM HYDRAULIC REFERENCE 1 TO 21 CONTINUED
1
1.101 1E 50.35 13.5 13.5 EqK = 4.86
C=150 2T 18.13 0.0 0.0
5.56 0.006 68.48 0.4 13.5 Vel = 1.89
1.101 1T 9.74 13.9 13.9
19 C=150 7.56 0.0 0.0
5.56 0.006 17.30 0.1 13.9 Vel = 1.89
7.53 1.101 1E 21.70 14.0 14.0
18 C=150 1T 10.58 0.0 0.0 See PATH 4
13.09 0.031 32.28 1.0 14.0 Vel = 4.45
21 13.09 15.0 K = 3.38
PATH 3 FROM HYDRAULIC REFERENCE 2 TO 20
17.90 1.101 1T 0.50 13.3 13.3 K = 4.90
2S C=150 7.56 -0.2 0.0
17.90 0.055 8.06 0.4 13.3 Vel = 6.09
2
1.101 1T 4.83 13.6 13.6 EqK = 4.86
C=150 7.56 0.0 0.0
10.37 0.020 12.38 0.2 13.6 Vel = 3.53
' 20 10.37 13.8 K = 2.79
PATH 4 FROM HYDRAULIC REFERENCE 2 TO 18
17.90 1.101 1T 0.50 13.3 13.3 K = 4.90
2S C=150 7.56 -0.2 0.0
17.90 0.055 8.06 0.4 13.3 Vel = 6.09
2
1.101 2T 23.10 13.6 13.6 EqK = 4.86
C=150 15.11 0.0 0.0
7.53 0.011 38.21 0.4 13.6 Vel = 2.56
UNITS - DIAMETER (INCH) LENGTH (FOOT)
FLOW (GPM) PRESSURE (PSI)
SHIKARNY HCNIES - SFR1 Drawing Date:10-30-12 10/29/12 9: 2
Tyco Fire Products Page 7
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
18 7.53 14.0 K = 2.01
PATH 5 FROM HYDRAULIC REFERENCE 31 TO 30
13.10 1.101 3E 20.23 20.7 20.7
31 C=150 2T 24.18 0.0 0.0 See PATH 1
13.10 0.031 44.40 1.4 20.7 Vel = 4.46
4.25 1.101 3T 46.50 22.1 22.1
24 C=150 22.67 0.0 0.0 See PATH 6
17.35 0.052 69.16 3.6 22.1 Vel = 5.90
30 17.35 25.7 K = 3.42
PATH 6 FROM HYDRAULIC REFERENCE 23 TO 24
4.25 1.101 2T 26.93 21.9 21.9
23 C=150 15.11 0.0 0.0 See PATH 1
4.25 0.004 42.04 0.2 21.9 Vel = 1.45
24 4.25 22.1 K = 0.90
UNITS - DIAMETER (INCH) LENGTH (FOOT)
FLOW (GPM) PRESSURE (PSI)
0
0
0
O
0
0
O
O
O
11
0
w
.►
.o
3
0
O
.p
01
0
— CA 11
0 0 0 0
0 0
1
I
05
c y
0
a
co co
33�
W
SHIkARNY HOMES - SFR1 Drawing Date:10-30-12 10/29/12 9: 2
Job Name:
Location:
Drawing Date:
Contractor:
HYDRAULIC DESIGN INFORMATION SHEET
SHIKARNY HOMES - SFR1
13311 37TH AVENUE
TUKWILA, WA
10-30-12
BURNS FIRE SYSTEMS
PO BOX 1110
GRANITE FALLS, WA 98252
Designer: NICK/DAVE
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: WOOD FRAME
Reviewing Authorities:TUKWILA
Remote Area Number: 2
Telephone:1-877-388-0124
Occupancy:RESIDENSE
SYSTEM DESIGN
Code:NFPA 13 D
Hazard:DWELLING System_Type:WET
Area of Sprinkler Oper.
Density (gpm/sq ft)
Area per Sprinkler
Hose Allowance Inside
Hose Allowance Outside
648 sq ftf
0.068
196.0 sq ftl
0 gpm 1
0 gpm I
Sprinkler or Nozzle
Make:
Model: LF II
K -Factor: 4.90
Temperature Rating: 155
CALCULATION SUMMARY 1 Flowing Outlets
gpm Required: 13.3 psi Required: 30.1 @ CITY CONN
WATER SUPPLY
Water Flow
Date of Test
Static Pressure
Residual Pres
At a Flow of
Elevation
Test
10-26-12
99.0 psi
20.0 psi
1100 gpm
0"
Pump Data
Rated Capacity 0 gpm
Rated Pressure 0.0 psi
Elevation 0
Make:
Model:
Location: SITE MAIN
Source of Information: TUKWILA WATER DEPARTMENT
SYSTEM VOLUME 18 Gallons
Notes:
SHIkARNY BOMBS - SFR1 Drawing Date:10-30-12 10/29/12 9: 2
HYDRAULIC CALCULATION DETAILS
QTY DESCRIPTION
Hydr Ref W
HYDRAULIC FLOW LOSS
LENGTH C ID gpm psi TOTALS
Required at Hyd Area 2
Total Loss
1 Pipe 1" 42x21 GALV
1 1" Thrd Gate Valve Kennedy
1 1" Thrd Back Flow Valve WILKINS
•
for TO SYSTEM
8' 120 1.049
0' 120 1.049
" CHART LOSS
Total Loss for THRU RISER
Hydr Ref R1 Required at AT BASE OF RISER
Total Loss
1 Pipe 1" PVx30 BlazeMa Plastic
1 1" Other Valve METER
1 Pipe 1" PVx30 BlazeMa Plastic
Hydr Ref R2 Required at
Water Source 99.0 psi static, 20.0 psi
for THRU UNDG
50' 150 1.101
CHART LOSS
10' 150 1.101
13
13
13
13
13
13
13
13
0.5
0.0
4.1
1.6
2.5
0.3
21.1 psi
0.0 psi
4.6 psi
25.7 psi
0.0 psi
CITY CONN 13 30.1 psi
residual @ 1100 gpm 13 gpm 99.0 psi
SAFETY PRESSURE
Available Pressure of 99.0 psi Exceeds Required Pressure of 30.1 psi
This is a safety margin of 68.9 psi or 70 % of Supply
Maximum Water Velocity is 4.5 fps
68.9 psi
SRIKARNY HONES - SFR1 Drawing Date:10-30-12 10/29/12 9: 2
Page 3
FITTING NAME TABLE
ABBREV. NAME
C Coupling
E 90' Standard Elbow
F 45' Elbow
S Straight Flow Thru Tee
T 90' Flow Thru Tee
✓ Valve
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram. _
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
Qa Flow added or subtracted
Qt Total flow
DIA Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
Pf/ft Friction loss per foot of pipe
PIPE Length of pipe
FTNG'S Number of fittings. See table above.
TOTAL Total length (PIPE + FTNG'S)
Pt Total pressure (psi) at fitting
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pf Friction loss (psi) to fitting
where Pf = 1 x x (Q/C)^1.85 / ID^4.87
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi), where Pn = Pt - Pv
NOTES:
- Pressures are balanced to 0.01 psi. Pressures are listed to
0.1 psi. Addition may vary by 0.1 psi due to accumulation of
round off.
- Calculations conform to NFPA 13.
- Velocity Pressures are not considered in these Calculations
SHIRARNY HONES - SFR1 Drawing Date:10-30-12 10/29/12 9: 2
Page 4
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K -FACTOR FLOW FLOW DENSITY
(FT) (GPM/(PSI")) (PSI) (GPM) (GPM) (GPM/SQ.FT)
1 18.50
2 18.50
3 18.50
3S 18.00
18 18.50
19 18.50
20 18.50
21 18.50
23 9.50
24 9.50
30 9.50
31 9.50
W -4.00
4.90
7.6
7.7
7.3
7.4
7.6
7.3
7.7
7.8
12.2
12.3
12.8
12.0
21.1
13.3
Max velocity of 4.54 occurs in the pipe from W TO 30
13.3 0.07
Nodes with "S" indicate a node at the top of a sprig or bottom
of drop pendent. The node without an "S" is on the branch.
SHI'KARNY HOMES - SFR1 Drawing Date:10-30-12 10/29/12 9: 2
Tyco Fire Products Page 5
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH)
13.33 1.101 1E 0.50 7.4 7.4 K = 4.90
3S C=150 3.02 -0.2 0.0
13.33 0.032 3.52 0.1 7.4 Vel = 4.54
3
1.101 1.24 7.3 7.3 EqK = 4.93
C=150 0.00 0.0 0.0
13.33 0.032 1.24 0.0 7.3 Vel = 4.54
- 4.67 1.101 1T 9.74 7.3 7.3
19 C=150 7.56 0.0 0.0 See PATH 2
8.66 0.014 17.30 0.3 7.3 Vel = 2.95
- 3.09 1.101 1E 21.70 7.6 7.6
18 C=150 2T 18.13 0.0 0.0 See PATH 3
5.57 0.006 39.83 0.3 7.6 Vel = 1.90
7.75 1.101 9.00 7.8 7.8
21 C=150 0.00 3.9 0.0 See PATH 2
13.33 0.032 9.00 0.3 7.8 Vel = 4.54
-4.89 1.101 1T 6.70 12.0 12.0
31 C=150 7.56 0.0 0.0 See PATH 4
8.44 0.014 14.25 0.2 12.0 Vel = 2.87
-1.59 1.101 1E 31.78 12.2 12.2
23 C=150 4T 33.24 0.0 0.0 See PATH 5
6.85 0.009 65.03 0.6 12.2 Vel = 2.33
6.47 1.101 1E 72.09 12.8 12.8
30 C=150 3.02 5.8 0.0 See PATH 4
13.33 0.032 75.11 2.4 12.8 Vel = 4.54
W 13.33 21.1 K = 2.90
PATH 2 FROM HYDRAULIC REFERENCE 19 TO 21
UNITS - DIAMETER (INCH) LENGTH (FOOT)
FLOW (GPM) PRESSURE (PSI)
SHIRARNY BCMES - SFR1 Drawing Date:10-30-12
Tyco Fire Products
10/29/12 9: 2
Page 6
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 2 FROM HYDRAULIC REFERENCE 19 TO 21 CONTINUED
4.67 1.101 1E 50.35 7.3 7.3
19 C=150 1T 10.58 0.0 0.0 See PATH 1
4.67 0.005 60.93 0.3 7.3 Vel = 1.59
1
1.101 1T 5.88 7.6 7.6
C=150 7.56 0.0 0.0
4.67 0.005 13.44 0.1 7.6 Vel = 1.59
3.09 1.101 1T 6.23 7.7 7.7
20 C=150 7.56 0.0 0.0 See PATH 3
7.75 0.012 13.78 0.2 7.7 Vel = 2.64
21 7.75 7.8 K = 2.77
PATH 3 FROM HYDRAULIC REFERENCE 18 TO 20
3.09 1.101 1T 23.10 7.6 7.6
18 C=150 7.56 0.0 0.0 See PATH 1
3.09 0.002 30.65 0.1 7.6 Vel = 1.05
2
1.101 1T 4.83 7.7 7.7
C=150 7.56 0.0 0.0
3.09 0.002 12.38 0.0 7.7 Vel = 1.05
20 3.09 7.7 K = 1.11
PATH 4 FROM HYDRAULIC REFERENCE 31 TO 30
4.89 1.101 3E 20.23 12.0 12.0
31 C=150 2T 24.18 0.0 0.0 See PATH 1
4.89 0.005 44.40 0.2 12.0 Vel = 1.66
1.59 1.101 3T 46.50 12.3 12.3
24 C=150 22.67 0.0 0.0 See PATH 5
6.47 0.008 69.16 0.6 12.3 Vel = 2.20
UNITS - DIAMETER (INCH) LENGTH (FOOT)
FLOW (GPM) PRESSURE (PSI)
SHlKARNY HOMES - SFR1 Drawing Date:10-30-12 10/29/12 9: 2
Tyco Fire Products Page 7
HYD. ' Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
30 6.47 12.8 K = 1.81
PATH 5 FROM HYDRAULIC REFERENCE 23 TO 24
1.59 1.101 2T 26.93 12.2 12.2
23 C=150 15.11 0.0 0.0 See PATH 1
1.59 0.001 42.04 0.0 12.2 Vel = 0.54
24 1.59 12.3 K = 0.45
UNITS - DIAMETER (INCH) LENGTH (FOOT)
FLOW (GPM) PRESSURE (PSI)
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PLAN VIEW
THE NATER METER 18 INSTALLED BY CRY STAFF
1' COUPUNO MUELLER 110 X ANGLE STOP BALL VALVE
8-24250
TO MAIN
- TYPE K COPPER PPE
-PVC
Y ETHYLENE
FIRE
TO SERVICE
TYPE K COPPER
(DCVA)
DOUBLE CHECK
VALVE
T MUELLER 300 BALI. CURB VALVE FULL PORT
&20205
THIS VALVE IS ROTATED TOA VERTICAL POTION
THIS VALVE IS TO BE SEALED IN A OPEN POSMON
1' MUELLER REED. FIRE SERVICE CONNECTION
VNTH F.I.P. CONNECTIONS
& LOCKABLE ANGLE BALI. VALVE
THIS VALVE IS INA HORIZONTAL POSTION
DOMESTIC
TO SERVICE
• TYPE K COPPER PPE
-PVC
-POLYETHYLENE
FITIINGS USED ON THE PIPES LEADING TO THE HOUSE FROM THE MUELLAR TEE SHALL BE
MUELLER 110 TYPE FITTINGS OR EQUAL.
METER INSTALLED BY CITY
MUELLER RES. FIRE SERVICE CONNECTION
1" FIRE SERVICE PARTS LIST:
1-B-24258 - 1" COUPLING MUELLER 110 X ANGLE STOP - BALL
1-B-25028 - 1" CORP STOP - BALL
1 - TAILPIECE WITH FEMALE IRON PIPE THREADS
NOTES:
1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE.
2. USE CLEAN 5/8" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND
SERVICE LINE.
3. THE FIRE SPRINKER SYSTEM SHALL BE DESIGNED PER APPENDIX R AND
NFPA13D
4.THE DOUBLE CHECK VALVE SHALL BE INSTALLED WITHIN 5' OF THE WATER METER.
5. THE DOUBLE CHECK VALVE SHALL BE INSTALLED TO PROTECT FROM FREEZING.
NOT TO SCALE
•
City of
Tukwila
1" FIRE / DOMESTIC SERVICE
SHEET: XX -XX
REVISION #1: 1-11-2012
LAST REVISION:
APPROVAL:
I
s
COMPOSITION SHINGLES 0/
I/2' COX OR 0.88. OVER
810 PELT OVER TRUSSES
COMP. SHINGLES TVP.
6.12
J 118/11111
111 111111
1 111411141
11111 1111
11111111111
111 181111
111/1114111
11111 NU
101;111111
14 181111
miiiiIIR- - 111.. 1110111uI
114, 1111/1/11 1111111
mum ', 111111111
vnaH 111 1111
111111 1. ,. , 1111:
.1111111 11111111 E1
1E1111El 1111
1111!1 1/.111111/11111111 1111 I4
11861118111111111 1111811881111
UPPER FLOOR
PL. • MAIN PLR 4 PORCH
MAIN FLOOR
TVP.
F ON4.0T ELEV4TION
8CAL&V4'•'
BOARD 4 PATTEN
64.111JGLE SIDING
CORNER TRIM
CONT. METAL GUTTER
ON 8/4x8 PAOCIA
BOARD TYP.
O' LAP SIDIN .
WRAP -ROUND
Co1.W'TL TTP.
OPTIONAL 36' H. GUARDRAIL
a l„ vATIOM NQ1E$:
1 VE &IBAR WALL NAILING 1 HOLDOa 45 PER PLAN
PRIOR TO INDTALLMS 010440.
2. MASONRY 4 WOOD PRAMS CHIMNEYS AlE TO OE
CONSTRUCTED PER IRC. CHAPTER 10
D. CAULK ALL /Daemon JOIN10 4 PENETRATIO40.
4. PROVIDE APPROVED CORROSION RESISTANT PLASHING
AT EXTERIOR WALL ENVELOPE PER INC. 47038
D. PR0vtQ9.R4.A0HING AT.ROOP PENETRATIONS
PER IRC, 48083 t 448033.1
0. pR7YtDE. WEATHER STRIPPING AT ALL EXTERIOR
J GA$AGE-P4111RIOR DOORS.
? 0YIDe. CONT4WQU6 GUTTER$ t 0O12•240OUTS • ALL EAve8. TTP.
T.
8. ADORE80 OR 104368 14 844 TO 08 POSTe0 ANC PLAINLY
vt61141MS Ff412114 1848 OTTNEIT FRDNTA48. 4144. 4+"1$21614T, U2' STROKE
W10TH AND COHTRA6TMG eAcrzataur4D.
8.
94Ov108 STAIRWAY ILLUMINATION rem uta. $303*
Ult. Bee OMIT At FOR ADDITIONAL NOTES.
44..880 1 HOUr� II a10' MIK ;AWAY
LT ELEVATION
NOTE.
CONTRACTOR TO v@RIPY ALL DIMENSIONS AND
CONDITIONS OF PROJECT AND REPOgt1 ANY
OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR
TO COMMENCING I110P2K DESIGNER SHALL NOT 8E
BUILDING ELEVATIONS ARE 1/8"= r-0" SCALE
- SPRINKLER RIS.
ELECTRIC BELL
CKFLOW PREVENTDR
GARAG
DR`SIiEV
INTO COLD
35'
4LL EXPOSURE PROTECTIEI
GARAGE, FIELD FIT
4-5
L.1.JNDRY (1a'
FAMILY
®414
2-11
Om'
BATH.
DEN
4
NOOK
1
49'
1
2
RISE TO
FUER ABOVE
11 7ti
FOY
«
� 1
001:20 PO=
DINING
11
/9'
rat
1
1
/0I
LIVING
CITY MAIN
35'
REMOTE AREA 141
TWO OPERATING HEADS
FIRST FLOOR PLAN & SITE PLAN 1/8"=1'-0"
1' WATER METER
1" PV SUPPLY TO BASE OF RISER
1' CITY CONNECTION
37TH AVE, TUKWILA
BATH V-01
TOILET
10
418'
ED
`418'
196 42
14'X14 MAX X
SPACING
1' MAX . FROM WALL
r-e*
BED
18'X18' MAX
OMAC1NG
X FROt
324 1 DRO.
(20 ).� FLOI
1
1
LOFT
13-211
2
14'X14
(9.1 'or 7 MAX F
196 1
•- CL
1
10-7
BED
REMOTE AREA 02
ONE OPERATING HEAD
SECOND FLOOR PLAN 1/8"=r-0"
ALL
CPVC SINGLE FASTENER
STRAP TYPE HANGER
HANGER IETAIL
sitti
CPVC InDat flOpPXOT
, N81Y S
CPUC MIELE FASTENER CPVC IERE FASTENER
1EaJrHANGER -APE HAL ER
HANGER DETAIL ®HAFOZR IETAIL
mom
for I'
•
cvc SZ2 ISS
r
V
r�.
Alt
vitas
r
T
SIC! 123
du Tato.. tom
MAXIMUM ALLOWABLE DISTANCE OF RESIDENTIAL HEADS IN GWB CEILING AREAS
DEFLECTOR- ABOVE SURFACE ..,TE __ . _11.11:.__, _1111 _..._....:_...__. ................
�l� Il• L� FIXTURES
SURFACE MUNTED LIGHT FIXTURE
'A' DISTANCE FROM SPRINKLER
A
SEMI -RECESSED HEAD DEFLECTOR
'B' MAXIMUM ALLOWABLE DISTANCE OF DEFLECTOR
TO SIDE OF FIXTME ABOVE BOTTOM OF FIXTURE
Less than 1 ft
One ft to less than 1 ft 6 In.
1 ft 6 In, to less than 2 ft
2 ft to less than 2 ft 6 In.
2 ft 6 In. to less than 3 ft
3 ft to less than 3 ft 6 In.
3 ft 6 In. to less than 4 ft
4 ft to less than 4 ft 6 In.
5 ;1 To less than1PAr 4511r1
ft oIn to less t n 7ft
7 ft and greater
0'
0'
1'
1'
1'
3'
3'
5'
7�
r
'r
14'
SURGE RESTRAINER
FOR STEEL OR CPUC
PLASTIC PIPE
(DFKI4KER DETAIL.
sa sit
r.
Yr
VISQUINE VAPOR BARRIER
AND BATT INSULATION OVER
PIPING TYPICAL IN COLD AREAS
GWB
SPRI = PIPING
CPVC COUPLING MODIFICATION
FOR VERTICAL RISER SUPPORT
OCPVC RISER SUPPORT DETAIL
WAX
GENERAL NOTES'
PIPING. IS CPVC TYPICAL EXCEPT SYSTEM RISER WHICH
WILL BE COPPER OR GALV. STEEL. ALL CPVC PIPING TO
BE CONCEALED IN BUILDING : CONSTRUCTION,
ALL HEADS ARE LISTED RESIDENTIAL SPRINKLERS
ALL WORK SHALL CONFORM TO NFPA 13-D
-{- = CENTERLINE OF PIPING ABOVE 1ST FLOOR +--
_.._............�.., ,.._...,....... ,.�...... ._.,... .._.,._ 111.1.__. _......._. __111.1_. 1.1.11... .__�. _1111. _.._._
FREEZE PROTECTION FDR ALL PIPING BY OVNER
ALL ELECTRICAL WIRING BY OWNER
1' 113 SPRINKLERS SEE PLAN
® O 1•
PV IMERBROIRO BY ODORS
le MED vEXErCAL BAOOLCO PRIM=
1' RIM ASS2OLY e MAN1 f FLOW SMTCH
1• ro moms
E EC1VDC MAMA EU FOR
1" SPRINKLER RISER IN LAUNDRY ROOM
DETAIL FOR ATTIC PIPING TYPICAL NO SCALE RISER ELEVATION NO SCALE
ru +a,= .11x1 .z
AA4li
Mt1
'IVYat
D E
XIX
w.•r
tione
Ad
Ear
or
d s Ira d ate►» �.I Ea". aI0D
. Samoa 34.0PO � ` 1t Odd Woad � Ikea RAND
r
8
E6.It «pi to 1x/1
1
SIDE
PO DAD
•.. ., l
lS
' i
130
Nod C 17.11
,� t9�1{ D
ice:
TY1334
Nam
b
or Wads
03.0 ' Ij'd d 121.1 lla�1 0.000
at DU af a
1•"L1 . d la.e. Palms DUO
Add& Phnom of MO pat 0 Mt pd
PEND
11tHI1 E `1;43
•':11 '.i .` .. 1'x3 _-
o-_.
1/113 PN OW
Nutt WU 17.0
Nod XIX
1111
ESA 1� D
ter_
t,2ti
12.2
LF II
o.iar'
' 0 1 17
00 01 4
0.011E
CHROME
155
5.60
cE eml
awD
4aa.
Eons -1gAt ffi VA
Dswd a03D
DS1
t0
d..:
!.
• WOO* 10-3212
es Pad LOAM BEW
%did VIOLA 1 !
i�W4Aa1. 0.003
1110 w „ v
0 4 Mwe:
Add Itandadder
Pogo Odd
L7` Wit€lout Comments
As Noted in Red
❑ Per The Attached Letter
These plans have been re\ ie ed by The Tukwila Fire
Prevention Bureau `k r conformance with current City
standards. Acceptance is subct to errors and
omissions which do not au horize violations of adopted
standards and ordinances. The responsibility for the
adequacy of design rests totally with the designer.
Additions, deletions or revisions to these drawings after
this date will void this acceptance, and will require a
resubm%tcai of revised c swings for subsequent' approval.
Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
Date: if -1 LH)" By: IM J 1
(
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.
TUKWILA FIRE DEPARTMENT
Please call 206-575 1107 and
give this Fire Permit No.
/D.-S-iLl
and exact address for shut-
down or res or tion approval.
PAID
NOV 02 2012
TUKWILA.SFS �2--
NOTES
ONS
SPRINKLER SYMBOLS
BY
SYM
i R
POS Ti[ei
K
S 1
8
d
1
SIDE
WHITE
151'3
4.20
1/2'
TY1334
Tyco
LFII
24
PEND
11tHI1 E `1;43
4.
1/2'
CSC
LF II
2
SIDE
CHROME
155
5.60
1'
ty333S
tyro
DS1
BURNS FIRE SYSTEMS
PO BOX 1110
GRANITE FALLS, WA 98252
1-877-388-0124
SHIKARNY HOMES - SFR1
13311 37TH AVENUE
TUKWILA, WA
PERMIT NO.
CONTRACT NO.
APPROVAL
DRAWN BY
NICK/DAVE
1/8" = 1'-0"
DATE
10-30-12
PLor11D 1 FP 1 of 1