HomeMy WebLinkAboutPP - 2916 S 135TH ST - SHAGLANI RESIDENCE - PERMITS AND PLANS2916 S 135TH ST
ASSOCIATED PERMITS
14-5-264
D16-0105
D13-0157
4:644kA"444
grtr
SITE LOCATION
CITY OF TUKWILA
FIRE DEPARTMENT
444 Andover Park East
Tukwila, WA 98188
206-575-4407
Date application
accepted:
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Site Address: 1°1% `o S ()S
**PLEASE PRINT**
King Co. Assessor's Tax No.: •"7 10.
660114
Suite Number: Floor:
Tenant Name: c New Tenant? ❑ - Yes ❑ - No
Property Owner's Name: S4 hJe# Sift
Mailing Address: 1 *To 11.41) Ave 3 ti,t4fri W'I 'fj/61
CONTACT PERSON -if there are questions about the submittal.
City State Zip
Name:
�e"l 1 1" t oeh Day Telephone: 3 t- 7 -('-7
471.6
WOI "
Company Name: "- 'V"`th i,
Mailing Address: 't 5)-' V'
3v a phVez WA VIII—
• City State Zi
E-mail Address: 1 p �) c ree,ofecti • C�'1� Fax Number: �b� — 7�I �' 1j O�O
Total number of new/relocated devices or sprinlder heads: " 1
Valuation of Project (contractor's bid price): $ Poo
Scope of Work (please provide detailed information): 3r4 1( nom✓' N t ` A I2' tx+41k .17,3te"v)
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 OWN OR AUTHORIZED AGENT:
Signature:"' `' •-............._ Day
Moot-, Daate: WPM
I + �/�
Print Name: T o �1 Day Telephone: 360-7 ( 713.6
3.6
Plan Permit App.doc 1/2/13 TFD FP Form 8
4
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
4s -z
cto.
13 c`si
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: 1
(51.(v=,,,,, �—�— 11�1
,
\ 4s
Type of Inspection: e /
5" --cit.. a�, Ft rt le
Address:...,,,,Contact
Suite#: ti
i
`35.-±1..
Person:
1
Special Instructions:
-Lk a -V.1,,
kif'.,-1
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
CD
Sprinklers: ',e, f
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
DsP cke✓« C.. bL.. '‘
-Lk a -V.1,,
kif'.,-1
c Orr e-t:tiA.
?z.v.. cit..' .= L
Needs Shift Inspection:
Sprinklers: ',e, f
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
c
51
Date: C I Lea
1c.
Hrs.:
cam•
$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
3
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
Je--s - 2 (
l• o IoS
1)11-tS
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
sKn fes,
Sprinklers:
Fire Alarm:
Type of Inspection:
plr
Address:
Suite #: Z91 b S .
1 35'
%-t-,
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
KCorrections required prior to approval.
COMMENTS:
�w
t� -� ,�S t,lr\
NSwf- Cir P P1 P-R-
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector`:
_,�
Date: Co /2;34(j.
Hrs.:
('V
$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
z
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
/q-5-Z6Y
t•I3 --is-)
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: 1
� � hunt Ri2.-S
Type (4.f Inspection:
f7/✓i 1
Address:
Suite#: 2!",'4 5 13eN ST
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
/1vS/.G //t-Gdil
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
'L
Date: 51/3//4
Hrs.:
/. a
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
ty 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
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
ce:31.tiq
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
�
4/-S -Z6K
�3- ►s'L
PERMIT NUMBERS
W0 liceProject:
rj /'�
Fire Alarm:
Type of spectionL•
t.��T 4 Y. c- / Gi,
Address:
Suite #: 2 g/Co
i35A
5, --
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
tiy
Wiezzei
•0494-55 260 ;i ,4,- .
aye-/ � ��.�- % — /9A -Ss
00.00 -vg //v
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
-----9!' 7
,/ f (3
Date: 7I V//y
I Hrs.: o
..it
$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
w R
Inspector:
INSPECTION REQUEST FORM
Date of call: L-0 S /2 1 l Time: 2- er
Contact Name: WAV��PV1
Company Name: UO L\ k(J V MCti D V\
Phone: 1-12S— 23 °I- S' WO Cell:
Project Name: Shan t Lcw 1 ?
Project Address: 36;11 1- 5 S1
Permit#: �i"�-2LOLi
Date inspection scheduled for: Wanks �ef�a� �d
4lta
,mss 61
((5D
Type of inspection requested:
❑ - Cover
0- Emergency lighting
❑ - Fire Alarm
Ep- Fire Final
❑ - Fire Lane
❑ - Hydro
❑ - Hood & Duct
❑ - HVAC
❑ - Other
O - Keybox
❑ - Mechanical
❑ - Racks
❑ - Roofing (Hot works)
O - Spray booth
❑ - Sprinkler
❑ - Tank
❑ -Ten CIA,c,3,c‘ S v t
10
k 0 % 4
IMPORTANT NOTICE �
/1-fdd 4111
Because of increased demand our inspectors' schedules are booked 3-7 days
ahead. Therefore, you will need to call 206-575-4407 to schedule your
inspections a minimum of 48 hours in advance of the date you want an
inspection.
Inspection Request Form.doc
New 12/7/07 T.F.D. Form FP 95
- zc s(35's�,
FILE
Tukwila Fire Prevention Bureau
Al Metzler, Fire Project Coordinator
Fire Prevention Bureau Review Memo
Date:
Project Name:
Address:
Permit #:
Plan Reviewer:
May 13, 2013
Singh Residence
2916 S 135th St
D13-157
Al Metzler, Fire Project Coordinator
The Fire Prevention Bureau conducted a plan review on the subject permit
application. Please address the following comments in an itemized format with
revised plans, specifications and/or other applicable documentation.
1. Please provide a complete, to scale, site plan which shows the location
of the nearest fire hydrant by vehicular travel and the point at which
the access road for the house leaves the public street (S. 135th St.)
Should there be questions concerning the above requirements, contact the Fire
Prevention Bureau at 206-971-8718. No further comments at this time.
li
Shaglani Residence Drawing Date:11/7/2014 11/10/14 9:38
Job Name:
Location:
Drawing Date:
Contractor:
HYDRAULIC DESIGN INFORMATION SHEET
Shaglani Residence
2916 S 135th St
Tukwila, WA 98168
11/7/2014
Wolfe Fire Protection, Inc.
17321 Tye St SE #B
Monroe, WA 98272
Designer: Jeff Moen
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: VB
Reviewing Authorities:City of Tukwila
Remote Area Number: 1
Telephone:360-794-7926
Occupancy:Residential
SYSTEM DESIGN
Code:NFPA 13D
Hazard:RESIDENTIAL System Type:WET
Area of Sprinkler Oper.
Density (gpm/sq ft)
Area per Sprinkler
Hose Allowance Inside
Hose Allowance Outside
sq ftl
1.000
13.0 sq ftl
0 gpm 1
0 gpm 1
Sprinkler or Nozzle
Make: Reliabl
Model: RFC
K -Factor: 4.30
Temperature Rating: 155
CALCULATION SUMMARY 2 Flowing Outlets
gpm Required: 26.1 psi Required: 44.6 @ Source
WATER SUPPLY
Water Flow Test
Date of Test
Static Pressure
Residual Pres
At a Flow of
Elevation
80.0 psi
20.0 psi
500 gpm
0"
Pump Data
Rated Capacity 0 gpm
Rated Pressure 0.0 psi
Elevation 0
Make:
Model:
Location:
Source of Information:
SYSTEM VOLUME 15 Gallons
Notes:
g MN
R. Moen
18131 -0209 -CF iiii
Wolfe Fire Protection, l
WOLFEFP908DD
1
1
•
1
E E._._
0 Q Q to to
drnOQa.
CO CO COA- M
NNtri
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0
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N
0
0
O
CO
•
O
O
CV
0
0
0
O
0
O
O
M
O
1.0
N
O
0
N
Shaglani Residence Drawing Date:11/7/2014 11/10/14 9:38
HYDRAULIC CALCULATION DETAILS
QTY DESCRIPTION
HYDRAULIC FLOW LOSS
LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 26
3 1-1/4" CPVC 90 Ell CPVC 18' 120 1.380 26 1.6
Elevation Change 13'0" 5.6
1 1'" Grvd Back Flow Valve Ames 200 CHART LOSS 26 4.5
3 1-1/4" Sweated-Thrd Copper (Cast) 9' 120 1.380 26 0.8
1 Pipe 1k" PVx15 BlazeMa Plastic 220' 150 1.394 26 7.8
1 1" Thrd Other Valve Meter CHART LOSS 26 2.6
4 1" Sweatd 90 Ell Copper (Wrot) 8' 120 1.049 26 2.2
1 1/2" Sweatd 90 Ell Copper (Wrot) 0' 120 0.490 26 0.0
19.5 psi
Hydr Ref R1 Required at Source 26 44.6 psi
Water Source 80.0 psi static, 20.0 psi residual @ 500 gpm 26 gpm 79.7 psi
SAFETY PRESSURE 35.1 psi
Available Pressure of 79.7 psi Exceeds Required Pressure of 44.6 psi
This is a safety margin of 35.1 psi or 44 % of Supply
Maximum Water Velocity is 8.9 fps
Shaglani Residence Drawing Date:11/7/2014 11/10/14 9:38
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
Shaglani Residence Drawing Date:11/7/2014
11/10/14 9:38
Page .4
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K -FACTOR FLOW FLOW DENSITY
(FT) (GPM/(PSI^11)) (PSI) (GPM) (GPM) (GPM/SQ.FT)
1 19.00
1S 18.50
2 19.00
2S 18.50
W 10.00
4.30
4.30
9.0
9.1
9.4
9.3
19.5
13.0
13.1
Max velocity of 8.89 occurs in the pipe from W TO 2
13.0 1.00
13.0 1.01
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.
Shaglani Residence Drawing Date:11/7/2014
Tyco Fire Products
11/10/14 9:38
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
13.00 1.101 1E 0.50 9.1 9.1 K = 4.30
C=150 3.02 -0.2 0.0
13.00 0.031 3.52 0.1 9.1 Vel = 4.42
1
1.101
C=150
13.00 0.031
10.58 9.0 9.0 EqK = 4.33
0.00 0.0 0.0
10.58 0.3 9.0 Vel = 4.42
2
13.13 1.101 3T 33.66 9.4 9.4 EqK = 4.29
C=150 22.67 3.9 0.0
26.13 0.112 56.33 6.3 9.4 Vel = 8.89
W 26.13 19.5 K = 5.91
13.13 1.101 1T 0.50 9.3 9.3 K = 4.30
2S C=150 7.56 -0.2 0.0
13.13 0.031 8.06 0.3 9.3 Vel = 4.47
2 13.13 9.4 K = 4.29
UNITS - DIAMETER (INCH) LENGTH (FOOT)
FLOW (GPM) PRESSURE (PSI)
Shaglani Residence Drawing Date:11/7/2014 11/10/14 9:38
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: Shaglani Residence
Location: 2916 S 135th St
Tukwila, WA 98168
Drawing Date: 11/7/2014
Contractor: Wolfe Fire Protection, Inc.
17321 Tye St SE #B
Monroe, WA 98272
Designer: Jeff Moen
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: VB
Reviewing Authorities:City of Tukwila
Remote Area Number: 2
Telephone:360-794-7926
Occupancy:Residential
SYSTEM DESIGN
Code:NFPA 13 D
Hazard:RESIDENTIAL System Type:WET
Area of Sprinkler Oper.
Density (gpm/sq ft)
Area per Sprinkler
Hose Allowance Inside
Hose Allowance Outside
sq ftI
RES
130.0 sq ftl
0 gpm
0 gpm
Sprinkler or Nozzle
Make: Globe
Model: GL5635
K -Factor: 5.60
Temperature Rating: 155
CALCULATION SUMMARY 2 Flowing Outlets
gpm Required: 29.8 psi Required: 37.7 @ Source
WATER SUPPLY
Water Flow Test
Date of Test
Static Pressure
Residual Pres
At a Flow of
Elevation
80.0 psi
20.0 psi
500 gpm
0"
Pump Data
Rated Capacity 0 gpm
Rated Pressure 0.0 psi
Elevation 0
Make:
Model:
Location:
Source of Information:
SYSTEM VOLUME 15 Gallons
Notes:
4
m
mmm
000
R
0
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0C)C)C1C1
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Shaglani Residence Drawing Date:11/7/2014 11/10/14 9:38
HYDRAULIC CALCULATION DETAILS
QTY DESCRIPTION
HYDRAULIC FLOW LOSS
LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 2 30 8.4 psi
3 1-1/4" CPVC 90 Ell CPVC 18' 120 1.380 30 2.1
Elevation Change 13'0" 5.6
1 1'" Grvd Back Flow Valve Ames 200 CHART LOSS 30 4.5
3 1-1/4" Sweated-Thrd Copper (Cast) 9' 120 1.380 30 1.0
1=Pipe 1'4" PVx15 BlazeMa Plastic 220' 150 1.394 30 9.9
1 1" Thrd Other Valve Meter CHART LOSS 30 3.4
4 1" Sweatd 90 Ell Copper (Wrot) 8' 120 1.049 30 2.8
1 1/2" Sweatd 90 Ell Copper (Wrot) 0' 120 0.490 30 0.0
Hydr Ref R1 Required at Source 30 37.7 psi
Water Source 80.0 psi static, 20.0 psi residual @ 500 gpm 30 gpm 79.7 psi
SAFETY PRESSURE 41.9 psi
Available Pressure of 79.7 psi Exceeds Required Pressure of 37.7 psi
This is a safety margin of 41.9 psi or 53 % of Supply
Maximum Water Velocity is 6.3 fps
1
Shaglani Residence Drawing Date:11/7/2014 11/10/14 9:38
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
Shaglani Residence Drawing Date:11/7/2014 11/10/14 9:38
Page 4
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K -FACTOR FLOW FLOW DENSITY
(FT) (GPM/(PSI^&1)) (PSI) (GPM) (GPM) (GPM/SQ.FT)
3 10.00
3S 9.50
4 10.00
4S 9.50
10 10.00
W 10.00
5.60
5.60
6.9
7.0
7.1
7.2
7.6
8.4
14.8
15.0
Max velocity of 6.33 occurs in the pipe from 10 TO W
14.8 0.11
14.8 0.12
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.
Shaglani Residence Drawing Date:11/7/2014
Tyco Fire Products
11/10/14 9:38
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)
14.82 1.101 1E 0.50 7.0 7.0 K = 5.60
3S C=150 3.02 -0.2 0.0
14.82 0.039 3.52 0.1 7.0 Vel = 5.04
3
1.101 1T 8.63 6.9 6.9 EqK = 5.63
C=150 7.56 0.0 0.0
14.82 0.039 16.19 0.6 6.9 Vel = 5.04
15.02 1.394 18.82 7.6 7.6
10 C=150 0.00 0.0 0.0 See PATH 2
29.84 0.045 18.82 0.9 7.6 Vel = 6.33
W 29.84 8.4 K = 10.29
PATH 2 FROM HYDRAULIC REFERENCE 4 TO 10
15.02 1.101 1E 0.50 7.2 7.2 K = 5.60
4S C=150 3.02 -0.2 0.0
15.02 0.040 3.52 0.1 7.2 Vel = 5.11
4
1.101 1T 3.25 7.1 7.1 EqK = 5.63
C=150 7.56 0.0 0.0
15.02 0.040 10.81 0.4 7.1 Vel = 5.11
10 15.02 7.6 K = 5.47
UNITS - DIAMETER (INCH) LENGTH (FOOT)
FLOW (GPM) PRESSURE (PSI)
PEAK
DINING
0
0
J
(n
LIVING
KITCHEN
NOOK
INSTALLATION GUIDELINES
NFPA 13D ALLOWS SPRINKLERS TO BE OMITTED
IN:
1) BATHROOMS NOT EXCEEDING 55 sq. ft.
2) CLOSETS NOT EXCEEDING 24 sq. ft. WHERE
THE LESSER DIMENSION DOES NOT EXCEED 3'-0
3) ATTICS, CRAWLSPACES, AND OTHER
CONCEALED AREAS NOT INTENDED AS LIVING
SPACE
4) EXTERIOR DECKS OR PORCHES
SPACING OF SPRINKLERS IS 16' X 16'. MAXIMUM
DISTANCE FROM A WALL IS 8'. MINIMUM
DISTANCE BETWEEN HEADS TO PREVENT COLD
SOLDERING IS 8'.
ALL PIPING TO BE CPVC AND COPPER
ALL CEILINGS ARE FLAT, SMOOTH,
UNOBSTRUCTED, AND NONCOMBUSTIBLE UNLESS
NOTED OTHERWISE.
C
O
LST.
FAMILY
9PNTO
ABOVE
ENTRY
111P*—
PER
TENTATIVE INTERIM AMENDEMENT NO. 1028R TO 2010 NFPA 13D,
SLOPED CEILINGS UP TO 8:12 WITH BEAMS UP TO 14" DEEP AND MAXIMUM
CEILING HEIGHTS OF 24 FEET ARE PERMITTED TO HAVE A 2 -HEAD DESIGN
AREA BASED ON THE SAME FLOWS REQUIRED FOR FLAT CEILINGS.
THE DEMAND FOR THE 2 REMOTE HEADS IN THE LIVING ROOM IS
THEREFORE THE SAME AS REMOTE AREA 1 (THE MASTER BEDROOM) AND
THAT AREA HAS BEEN CALCULATED AS IT IS MORE REMOTE FROM THE
RISER BOTH IN TERMS OF FRICTION LOSS AND ELEVATION.
RI SI- R
3PTAIL
1-1/4" TO
SPRINKLER SYSTEM
FLOWSWITCH TO BE
WRED TO EXTERIOR
ALARM BELL BY
OWNER'S ELECTRICIAN
1-1/4" AMES
2000B DOUBLE
CHECK VALVE
ASSEMBLY
1-1/4" RESIDENTIAL
RISER WITH PRESSURE
GAUGE, FLOWSWITCH,
AND INSPECTOR'S
TEST & DRAIN.
SPRINKLER
FITTER'S
RESPONSIBILTY
i
TO DOMESTIC
PLUMBER'S
RESPONSIBILTY
Ch g
1-1/4 I.P.S.
UNDERGROUND PIPING
FROM 1" METER
CLST.
PWDR.
\
4
O
STUDY
1" CPVC
/ UP 9'-0"
CLST.
, n
Aw
SYSTEM RISER
(SEE DETAIL)
REMOTE AREA 2
2 DRY PENDENT SPRINKLERS
CALCULATED AT 0.05 GPM PER
HEAD FOR 130 SQFT SPACING.
a
0
130.0 2
VA
\
GARAGE
�10
130.0 2
\ f- LOOK ��A\
SCALE: 1 /4"=1'—O"
M. BATH
PWDR.
OPEN TO
BELOW
REMOTE AREA 1
2 RESIDENTIAL SPRINKLERS FLOWING AT 13 GPM PER
HEAD FOR 16' X 16' SPACING. 6.5 GALLONS REQUIRED
PER BUCKET FOR A 30 -SECOND TEST. MOST
HYDRAULICALLY REMOTE AREA.
BUCKET TEST HERE.
LNDRY.
CLST.
BED 4
BONUS
CLST.
BED 3
LOOK -'LA\
SCALE: 1 /4"=1'—O"
.D OJECT \OYES
SITE ADDRESS:
PARCEL #:
PROPERTY OWNER:
JURISDICTION:
SCOPE OF WORK:
WATER PURVEYOR:
WATER AVAILABILITY:
2916 S 135TH ST
TUKWILA, WA 98168
7346600128
SARANJEET SHAGLANI
14208 4TH AVE S
BURIEN, WA 98168
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.
CITY OF TUKWILA
DESIGN AND INSTALLATION OF NEW AUTOMATIC FIRE
SPRINKLER SYSTEM IN NEW SINGLE FAMILY RESIDENCE.
KING COUNTY WATER DISTRICT 125
STATIC PRESSURE IS 80 TO 90 PSI PER KCWD 125. PRESSURE TO BE
VERIFIED DURING INSTALLATION.
DESIG\ MITES
SYSTEM IS DESIGNED IN ACCORDANCE WITH 2010 NFPA 13D..
HYDRAULIC CALCULATIONS HAVE BEEN PERFORMED AND SUBMITTED FOR TWO REMOTE SPRINKLERS
OPERATING PER NFPA 13D. MINIMUM FLOWS AND PRESSURES REQUIRED BY THE SPRINKLER LISTINGS
HAVE BEEN PROVIDED TO THE REMOTE! SPRINKLERS WITH THE GIVEN SIZING OF PIPE, FITTINGS AND
VALVES.
DRY PENDENT SPRINKLERS ON CPVC PIPING WILL PROTECT GARAGE. GARAGE PIPING MUST BE
INSULATED BELOW AND NOT ABOVE TO PREVENT FROM FREEZING.
A 200 PSI HYDROSTATIC PRESSURE TEST OF ABOVEGROUND SPRINKLER PIPE WILL BE PERFORMED BY
WOLFE FIRE PROTECTION, INC., WITNESSED BY TUKWILA FIRE INSPECTOR, AND DOCUMENTED IN
CONTRACTOR'S MATERIALS AND TEST CERTIFICATE FOR ABOVEGROUND PIPING
A COVER INSPECTION IS REQUIRED PRION TO CONCEALMENT OF SPRINKLER PIPING
ALL CPVC PIPING TO BE BRACED AND SUPPORTED USING UL LISTED CPVC PIPING HANGERS AS
REQUIRED BY THE LISTING OF CPVC PIPE
SI TI- L�A\
SCALE: 1 /32"= 1'=—O"
WATER MAIN
D
O
w
U
CEP
C7 Without Comments
As Noted in Red
Per The Attached Letter
plans have been reviewed by The Tukwila Fire
:vention Bureau for conformance with current City
=ndards. Acceptance is subject to errors and
missions which do not authorize violations of adopted
;-,ndards and ordinances. The responsibility for the
<<dequacy of design ret::: totally with the designer.
Additions, deletions or revisions to these drawings after
Is date will void this acceptance and will require a
resubmittal of revlsed drawings for subsequent approve I.
Final acceptance Is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
Date: /1-1?- By,
1-1/4" IRON PIPE SIZE
UNDERGROUND LINE TO HOUSE
(COMBINED FOR FIRE/DOMESTIC)
WKWILA FIRE DEPARTMENT
')lease call 206-575-4407 and
gi'va this Fire Permit No.
/14-S-).(ey
ind exact address for shut
Jown or restoration approval.
WATER METER
S 135TH ST
SYM
CNT
POSITION
FINISH
TEMP
K
NPT
SIN
MFG.
MODEL#
Q
27
PEND
WHITE
165
4.30
1/2"
RA0612
RELIABLE
RFC
ig
4
PEND
CHROME
155
5.60
1"
GL5641
GLOBE
GL
PAID
NOV :10 2014
TUKWILA FIRE
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CONTRACTOR #: WOLFEFP906DD
R liRlrofd�lf 44
CEeTWICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Jeffrey R. Moen
8131 -0209 -CF
Wolfe Fire Protection, Inc:
WOLFEFP906DD
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