HomeMy WebLinkAboutPP - 2914 S 135TH ST - SHAGLANI RESIDENCE - PERMITS AND PLANS2914 S 135TH ST
ASSOCIATED PERMITS
17-5-137
D17-0019
Ott"444
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**
SITE LOCATION King Co. Assessor's Tax No.: 7346600124
Site Address: 2914 S 135th Street, Tukwila Suite Number: Floor:
Tenant Name: Shaglani Residence New Tenant? 111- Yes ❑ - No
Property Owner's Name: Singh Saranjeet & Johal Karna
Mailing Address: 14218 4th Ave S Burien
City State Zip
CONTACT PERSON -if there are questions about the submittal.
WA 98168
Name: Ed Cogar Day Telephone: 425-268-2795
Company Name: Norco Fire Protection, Inc.
Mailing Address: PO Box 363 , Ravensdale, WA 98051
City State Zip
E-mail Address: norcofireinc@_aol.com Fax Number: 425-413-2230
Contractor's City of Tukwila
NICET III number: 92620 Business License number: BUS -0994619
Total number of new/relocated devices or sprinkler heads: 32
Valuation of Project (contractor's bid price): $ 6,600.60
Scope of Work (please provide detailed information): Installation of fire sprinkler system in sfr per NFPA 13D and AHJ.
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 PE
BUILDING AUTI+IORIZED AGENT:
Signature:
Date: 7/13//2017
Print Name: nni' r L Cogar Day Telephone: 425-432-7250
Plan Permit App.doc
8122/14 TFD FP Form 8
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project 4 n S
�'"
Type of Insp ctio/7t
,(
Address: �l
Suite #: ��4s' t 3cdt- SI--
Contagrson:
Pre -Fire:
Special Instructions:
Phone No.:
Approved per applicable codes.
I I Corrections required prior to approval.
COMMENTS:
g4/dce/1--
f??,tscri
-f-�4a) 1/•-( 1 - 2 - -I- d 5
c 2 tees
6,,,ed 6
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
i
Inspector:$
7
Date: i
f-94/?---
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
f
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
b
Sprinklers:
t_.,Project:
Type of Insp,c�ion /
Address
Suite #: � '/4
gve,ke-T-/Pt-M4 MST --7—
Contact Person:C1
. /S5--/L-----r-
S --ST'
Special Instructions:
Special
_s
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
gve,ke-T-/Pt-M4 MST --7—
Pre -Fire:
Permits:
/1f ---o /3 3 a, ( /36 se.c _ v.rl 2 fi.2
_s
5c1-74---- g `/z % 9ei /36s - Al 2 / (S`
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
4
c4.--
Date: /2./9-l4...._
IHrs.:
/
$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
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
,_
Project:' PS •
,)144-6; L 47.1 1
Type of Inspection:
Fire Alarm:
Address: l9' �• 85"
Suite #:
Contact Person:
Special Instructions:
Permits:
Phone No.:
Nr -
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
r
Inspector: 7--- 5---4---
Date:. -57 --/.rte
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. Ydv(3 (eCeive an invoice from
the City of Tukwila Finance Department. CaII to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
NORCO FIRE PROTECTION, INC.
24024 SE 261ST PLACE
MAPLE VALLEY, WA 98038
HYDRAULIC CALCULATIONS
FOR
SHAGLANI RESIDENCE
TUKWILA, WASHINGTON
FILE NUMBER N17019
DATE: 7/14/17
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: RESIDENTIAL
DENSITY: RESIDENTIAL .05 gpm/sq. ft.
AREA OF APPLICATION: 2 HEADS sq. ft.
COVERAGE PER SPRINKLER: 16 X 16 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 0 gpm
TOTAL WATER REQUIRED (including hose): 26.0 gpm
FLOW AND PRESSURE (@ BOR): 26.0 gpm @ 26.5 psi
SPRINKLER ORIFICE SIZE: 7/16 inch
NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC.
DESIGN/LAYOUT BY: EDWIN P COGAR
AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPARTMENT
CONTRACTOR CERTIFICATION NUMBER: NORCOFP015JO
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271)
HRS SYSTEMS, INC.
TUCKER, GA 30084
WARN/NGTON STAT!
C ERTIWICATI OF COMPETENCY
PERI PROTECTION SPRINKLER 111141111111
n
EdwiP. Cog r
4295 -0499 -GC Level 3
Norco Fire Protection, Inc.
NORCOFP015J0
Elgasturs
lb
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 7/14/2017 C:\HASS DATA\HASS\2017 CALCS\N17019 SHAGLANI RES.SDF
JOB TITLE: N17019 SHAGLANI RES
WATER SUPPLY ANALYSIS
80.0
70.0
Static: 60.00 psi Resid: 58.00 psi Flow: 35.0 gpm
60.0$
G 1
A
U
G 50.0
E
P
R 40.0
E
S
S
U30.0
R
E
20.0
p
s
10.0
0.0
LEGEND
1 (Available pressure
58.84 psi @ 26.0 gpm
2 /Required pressure
43.46 psi @ 26.0 gpm
A. Source Supply Curve
B. System Demand Curve
-14.7 I I 1 I I I I I
2030 40 50 60 70 80 90 100
FLOW (GPM)
Note: (1) Dashed Lines indicate extrapolated values from Test Results
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 7/14/2017 C:\HASS DATA\HASS\2017 CALCS\N17019 SHAGLANI RES.SDF
JOB TITLE: N17019 SHAGLANI RES
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
A 60.0 58.0 35.0 58.8 26.0 43.5
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 26.0 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
1 19.0 K= 4.90 7.1 13.1
2 19.0 K= 4.90 7.0 13.0
3 19.4 - - - - 8.5
4 19.4 8.3
5 9.4 13.9
6 9.4 13.9
7 9.4 15.1
W 7.4 18.9
B 0.0 40.6
C 0.0 32.1
D 0.0 29.5
E 2.0 26.5
F 2.0 - - - - 22.0
A 0.0 SOURCE 43.5 26.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 7/14/2017 C:\HASS DATA\HASS\2017 CALCS\N17019 SHAGLANI RES.SDF
JOB TITLE: N17019 SHAGLANI RES
NFPA2 PIPE DATA
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (1
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (1
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (1
Pipe: 1
1
2
Pipe: 2
3
2
Pipe: 3
3
4
Pipe: 4
4
1
Pipe: 5
5
3
Pipe: 6
6
4
Pipe: 7
7
6
Pipe: 8
7
5
Pipe: 9
W
7
Pipe: 10
F
W
4.90 13.0 Disch 5.0 10.00 150
19.0 7.1 -8.1 3 1.000 5.00
19.0 7.0 4.9 1.101 15.00 0.005
4.90 13.0 Disch 53.5 78.12 150
19.4 8.5 -4.9 1 1.000 53.50
19.0 7.0 8.1 1.101 131.62 0.013
0.0 18.0 1 18 38.70 150
19.4 8.5 -13.5 6 1.000 18.00
19.4 8.3 4.5 1.101 56.70 0.004
4.90 13.1 Disch 19 5.30 150
19.4 8.3 4.9 2 1.000 19.00
19.0 7.1 18.0 1.101 24.30 0.056
9.4
19.4
9.4
19.4
9.4
9.4
9.4
9.4
0.0
13.9
8.5
0.0
13.9
8.3
0.0
15.1
13.9
0.0
15.1
13.9
4.5 4
8.1 2
12.6
18.0 1
-4.5 3
13.5
0.0
13.5 4
13.5
0.0
12.6 3
12.6
18.5 15.62 150
1.000 18.50
1.101 34.12 0.029
18.5 20.75 150
1.000 18.50
1.101 39.25 0.033
11.5 24.12 150
1.000 11.50
1.101 35.62 0.033
21 20.88 150
1.000 21.00
1.101 41.88 0.029
0.0 12.6 5 19 7.25 150
7.4 18.9 13.5 6 1.000 19.00
9.4 15.1 26.1 1.101 26.25 0.111
2.0
7.4
0.0
22.0
18.9
0.0
26.1 7
26.1
Pipe: 11 0.0
E 2.0 26.5 26.1 W
F 2.0 22.0 26.1
7.00 150
1.000 0.00
1.101 7.00 0.111
Fixed Pressure Loss Device
4.5 psi, 26.1 gpm
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 7/14/2017 C:\HASS DATA\HASS\2017 CALCS\N17019 SHAGLANI RES.SDF
JOB TITLE: N17019 SHAGLANI RES
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (}
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (0
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (I
Pipe: 12 0.0 0.0 12.00 150
D 0.0 29.5 26.1 F 1.000 0.00
E 2.0 26.5 26.1 0.998 12.00 0.179
Pipe: 13 0.0 0.0 150.00 150
C 0.0 32.1 26.1 E 1.500 0.00
D 0.0 29.5 26.1 1.610 150.00 0.017
Pipe: 14 0.0 Fixed Pressure Loss Device
B 0.0 40.6 26.1 D 8.5 psi, 26.1 gpm
C 0.0 32.1 26.1
Pipe: 15 Source 0.0 10.00 150
A 0.0 43.5 26.0 C 1.000 T: 5.9 5.93
B 0.0 40.6 26.0 0.998 15.93 0.179
NOTES (HASS):
(1) Calculations were performed by the HASS 8.6 computer program
in accordance with NFPA13 (2016)
under license no. 50110271 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2) The system has been calculated to provide an average
imbalance at each node of 0.006 gpm and a maximum
imbalance at any node of 0.083 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 10.7 ft/sec at pipe 12.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) Available pressure at source node A under full flow conditions is
58.10 psi with a flow of 34.03 gpm.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 7/14/2017 C:\HASS DATA\HASS\2017 CALCS\N17019 SHAGLANI RES.SDF
JOB TITLE: N17019 SHAGLANI RES
(6) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee
0.998 1.57 3.92 1.57 3.92 4.71 0.78 7.84 7.84 3.92
PAGE: A MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee
1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00
PAGE: F MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) F E T R K C G
F45 El Tee RunT Kplg ChkV1v Gate
1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40
46'-O"
15'-O"
23'-5"
7'-7"
DINING AREA
8'-8 1/2"
5'-9 1/2"
KITCHEN
7'-3 1/2"
'-4 1/2"
NOOK
3`-9 1/2"
5-212 2-8'2
•
-6"
cc
cc
N
L
tee
3'-6"
VING ROOM
OPEN TO ABOVE
ENTRY
10'-7"
10-10'2
3-3
8-1
-M
5'-01/2"
5'-1 1/R
ch
RATH
1-81
w
OFFfF
CI OSFT
11-0
22'-5 1/2"
MAIN FLOOR SPRINKLER PIPING
SCALE 1/8"=1'-0"
46'-0"
15'-0"
14'-5"
16'-7"
8'-10"
S
BEDROOM
7'-2" 5'-11"
OPEN
TO
BELO
2'-4"
18'-6"
6'-4 1/2"
UPPER FLOOR SPRINKLER PIPING
2' 4' 6' 8' 10' 12' 14' 16' 18'
SCALE 1/8"=1'-0"
NOTES
REVISIONS
TABLE 1
MAXIMUM SUPPORT SPACING DISTANCE
END LINE SPRINKLER HEAD DROP ELBOW
PIPE SIZE
inches
PIPE SIZE
inches
MASTER BA
-I-1
<
MASTER BE
5'-91/2"
ROOM
7'-10"
psi
3/4"
1 -
9"
6"
1 %"
1"
16 hr.
5-9 .....ems
9"
1.5 hr.
11/2"
16"
12"
36 hr.
1 1/2"-3"
21/2"
24"
12"
i~
3"
4'-S" .-
M1'
See Note 1
23.5"
44.6"
57.3"
79.3"
1'1/2"
0.7"
4.3"
8.5"
17.3"
24.9"
39.0"
�k►
3'-l""
2"
0.6"
3.5"
PWD_
13.9"
20.0"
31.2"
.
W.I.C.
1 I
21/2"
0.5"
2.9"
1; v
S
BEDROOM
7'-2" 5'-11"
OPEN
TO
BELO
2'-4"
18'-6"
6'-4 1/2"
UPPER FLOOR SPRINKLER PIPING
2' 4' 6' 8' 10' 12' 14' 16' 18'
SCALE 1/8"=1'-0"
NOTES
REVISIONS
TABLE 1
MAXIMUM SUPPORT SPACING DISTANCE
END LINE SPRINKLER HEAD DROP ELBOW
PIPE SIZE
inches
PIPE SIZE
inches
60'F to 120'F
SYSTEM PRESSURE
O'F to 39'F
<
100 psi
> 100
psi
3/4"
45 min.
9"
6"
1 %"
1"
16 hr.
12"
9"
1.5 hr.
11/2"
16"
12"
36 hr.
1 1/2"-3"
21/2"
24"
12"
See Note 1
TABLE 2
MAXIMUM SUPPORT SPACING DISTANCE
INLINE SPRINKLER HEAD DROP TEE
PIPE SIZE
inches
PIPE SIZE
inches
60'F to 120'F
SYSTEM PRESSURE
O'F to 39'F
<
100 psi
> 100
psi
3/4"
45 min.
4'
3'
1 %"
1 "
16 hr.
5'
4'
1.5 hr.
11/2"
6'
5'
36 hr.
11A"-3"
21/2"
7'
7'
See Note 1
SEC URE
UPWARD
AGAINST
MOVEMENT
FLOOR
C EILI
3J.
ASTM F44.2 C PVC
/- B RANC HLINE
FLOOR
FLOOR JOISTS
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
SEC URE AGAINST
UPWARD MOVEMENT
ASTM F442 C PVC
B RANC HLfNE
C EILIFtG
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
FLOOR JOISTS
STEEL PIPE (Dill
UPPER FLOOR SPRINKLER PIPING
SCALE 1/8"=1'-0"
FIRE SPRINKLER
C PVC DROP
FIRE SPRINKLER
Ar
A a (D -8")+B s 0 30"
A: (D-203mm)+B s 0 762mm
SOFFIT FORMULA
1" CPVC ADAPTER
1" GALV STEEL 90°
1" CPUC-".
1" CPVC PIPE
1" CPVC PIPE
1" CPVC PIPE
1" BACKFLOW DEVICE
AMES
1" COPPER ADAPTER
Finish Floor
ELECTRIC
IRIING AND CONDUIT
AND INSTALLATION
TO BE BY OTHERS
CENTRAL
ISSRANAIF ST
pp1PROoSeGUG
E
4 SIGNS ON BODY
DRAIN
NORCO FIRE PROTECTION
POINT OF CONNECTION
DRAIN TO DISCHARGE
OUTSIDE OF BUILDING
1" COPPER LINE
RISER DETAIL
scale 1/2"=1'-0"
pw Lot Cobytr
B LAZEMASFER® C PVC
EMALE ADAPTER
CURE TIMES WITH ONE STEP SOLVENT CEMENT
200 psi (MAXIMUM) TEST PRESSURE
PIPE SIZE
inches
Ambient Temperature During Cure Period
60'F to 120'F
40'F to 59'F
O'F to 39'F
3/4"
45 min.
1.5 hr.
24 hr.
1"
45 min.
1.5 hr.
24 hr.
1 %"
1.5 hr.
16 hr.
120 hr.
11/2"
1.5 hr.
16 hr.
120 hr.
2"
8 hr.
36 hr.
See Note 1
21/2"
8 hr.
72 hr.
See Note 1
3"
8 hr.
72 hr.
See Note 1
Note 1 For these sizes, the solvent cement can be applied at temperatures
below 32'F, however, the sprinkler system temperature must be raised to
a temperature of 32T or above and allowed to cure per the above
recommendations prior to pressure testing.
CURE TIMES WITH ONE STEP SOLVENT CEMENT
200 psi (MAXIMUM) TEST PRESSURE
PIPE SIZE
inches
Ambient Temperature D.iring Cure Period
60'F to 120'F
40'F to 59'F
O'F to 39'F
3/4"
45 min.
1.5 hr.
24 hr.
1"
45 min.
1.5 hr.
24 hr.
1 %"
1.5 hr.
16 hr.
120 hr.
1112"
1.5 hr.
16 hr.
120 hr.
2"
8 hr.
36 hr.
See Note 1
21/"
8 hr.
72 hr.
See Note 1
3"
8 hr.
72 hr.
See Note 1
Note 1 For these sizes, the solvent cement can be applied at temperatures
below 32'F, however, the sprinkler system temperature must be raised to
a temperature of 32°F or above and allowed to cure per the above
recommendations prior to pressure testing.
PERMISSIBLE B ENDING DEFLECTIONS SDR 13.5 (73'F)
(ONE END RESTRAINED)
PIPE SIZE
inches
LENGTH OF RUN (L) IN FEET
2'
5'
7'
10'
12
15'
17'
20'
3/4"
1.3"
7.8"
15.4"
31.3"
45.1"
70.5"
90.6"
125.4'
1"
1.0"
6.3"
12.3"
25.0"
35.0"
56.3"
72.3"
100.1'
11/4"
0.8"
5.0"
9.7"
19.8"
23.5"
44.6"
57.3"
79.3"
1'1/2"
0.7"
4.3"
8.5"
17.3"
24.9"
39.0"
50.1"
69.3"
2"
0.6"
3.5"
6.8"
13.9"
20.0"
31.2"
40.0"
55.4"
21/2"
0.5"
2.9"
5.6"
1 1 .4"
15.5"
25.8"
33.1"
45.8"
3"
0.4"
2.4"
4.6"
9.4"
13.5"
21.2"
27.2"
37.6"
L2
d = 0.32
COMPOSITION SIB NCIES
OVER 156 FELT OVER 7/ir
COX OR O.S.& OVER ROOF
FRAMING MEMBERS PER RAH
12
CONTBIUOUS GUTTER
OVER 2x8 FASCIA
FINISH PER ELEVATION
OVER 156 FELT OVER
7/16' COX OR O.S.B. o/
2x6 STUDS 16" O.C.
W/1-21 INSULATION TIP.
CRAWL SPACE
6 MIL (MOO V.&
PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73'F)
(CNE END RESTRAINED)
PIPE SIZE
inches
LENGTH OF RUN (L) IN FEET
2'
5'
7'
10'
12'
15'
17'
20'
25'
30'
35'
40'
45'
50'
3/4"
1.3"
7.8"
15.4"
31.3"
45.1"
70.5"
90.6"
125.4"
195.9"
282.1"
383.9"
5.6
-
1/2"
1"
1.0"
6.3"
12.3"
25.0"
36.0"
56.3"
72.3"
100.1"
156.4"
225.2"
306.6"
400.4"
1
1
11/2"
0.8"
5.0"
9.7"
19.8"
28.5"
44.6"
57.3"
79.3"
123.9"
178.4"
242.8"
317.2"
401.4"
11/2"
0.7"
4.3"
8.5"
17.3"
24.9"
39.0"
50.1"
69.3"
108.2"
155.9"
212.2"
277.1"
350.7"
433.0"
2"
0.6"
3.5"
6.8"
13.9"
20.0"
31.2"
40.0"
55.4"
86.6"
124.7"
169.7"
221.7"
280.6"
346.4"
21/2"
0.5"
2.9"
5.6"
11.4"
16.5"
25.8"
33.1"
45.8"
71.5"
103.0"
140.2"
183.1"
231 .8"
286.2"
3"
0.4"
2.4"
4.6"
9.4"
13.5"
21.2"
27.2"
37.6"
58.8"
84.6"
115.2"
150.4"
190.4"
235.1"
d = 0.329 O2
MAXIMUM SPACING OF HEADS TO BE 18 X 18 AND 9' OFF WALL IN SINGLE HEAD ROOM
MAXIMUM SPACING OF HEADS TO BE 16 X 16 AND 8' OFF WALL IN MULTIPULE HEAD ROOM
SPRINKLER SYMBOLS
0
•
\#01
0
0
SYMBOLS
SYSTEMS RISER
RISE UP
DROP DN
2 WAY EARTHQUAKE BRACE
4 WAY EARTHQUAKE BRACE
GROOVED COUPLING
HANGER TYPE AND LOCATIO
UPRIGHT HEAD
PENDENT HEAD
SIDE WALL HEAD
LEGEND
OA
25
UPRIGHT OVER PENDENT
PIPE SIZING
HYDRAULIC CALC NODE
REVISION NUMBER
10 BRANCH LINE NUMBER
NFAT> WELD TAG NUMBER
DATE
DESCRIPTION
BY
SYM
CNT
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODEL#
ESCUT
CONN.
0
28
CONCEALED
WHITE
160
4.9
1/2"
7/16
RELIABLE
RC 49
2"
Defaul
1?r
4
DRY PEND
WHITE
160
5.6
1"
1/2"
RELIABLE
F3 QR
ELBOW 45°
Defaul
TOTAL HEADS ON THIS PROJECT
1b
BUILDING SECTIO\ 'B'
SCALE: 1/4'
SEE TABLE BELOW FOR NUMBER
OF HANGERS REQUIRED
ASTM F442 C PVC
B RANC HLINE`
MINIMUM ALLOWABLE HANGERS
PER LENGTH OF PIPE
PIPE SIZE
inches
Pipe Length
1 Hanger
2 Hangers
3 Hangers
3/4"
0'-0" TO 5'-6"
5'-7" TO 11'-0"
11'-1" TO 16'-6"
1"
0'-0" TO 6'-0"
6'-1" TO 12'-0"
12'-1" TO 18'-0"
11/2"
0'-0" TO 6'-6"
6'-7" TO 13'-0"
13'-1" TO 19'-6"
11/2"
0'-0" TO 7'-0"
7'-1" TO 14'-0"
14'-1" TO 21'-0"
2"
0'-0" TO 8'-0"
8'-1" TO 16'-0"
16'-1" TO 24'-0"
21"
0'-0" TO 9'-0"
9'-1" TO 18'-0"
18'-1" TO 27'-0"
3"
0'-0" TO 10'-0"
10'-1" TO 20'-0"
20'-1" TO 30'-0"
+ NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
ALLOWANCE FOR FRIC TION LOSS IN C PVC FITTINGS
(EXPRESSED IN EQUIVALENT FEET OF PIPE)
FITTING
PIPE DIAMETER
3/4"
1 "
11/"
11/2-
2"
21/2"
3"
TEE B RANC
-1 3
5
6
8
10
12
15
TEE RUN
1
'I
1
1
1
2
2
ELBOW 90'
7
7
8
9
11
12
13
ELBOW 45°
1
1
2
2
2
3
4
COUPLING
1
1
1
1
1
2
2
B LAZEMASTER® PIPE DIMENSIONS
SDR 13.5 (ASTM F442)
INCHES (MILLIMETERS)
NOMINAL SIZE
AVERAGE OD
AVERAGE ID
POUNDS/FT.
3/4" (20.0)
1.050 (26.7)
.874 (22.2)
.168
1" (25.0)
1.315 (33.4)
1.101 (28.0)
.262
1 1" (32.0)
1.660 (42.2)
1.394 (35.4)
.418
1IA" (40.0)
1.900 (48.3)
1.598 (40.6)
.548
2" (50.0)
2.375 (60.3)
2.003 (50.9)
.859
21/" (65.0)
2.875 (73.0)
2.423 (61.5)
1.257
3" (80.0)
3.500 (88.9)
2.951 (75.0)
1.867
PIPE HANGER
(CLOSE TO TEE)
N
ASTM F442 CPVC
8 RANC HLINE"
N
C EILIN
FIRE SPRINKLER
WOOD JOISTS
+NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
ORCO
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
GENERAL NOTES
1. System to be designed to N.F.P.A. #13D, 2007 edition and Fire Department requirements.
2. System hydraulically calculated to Fire Departments requirements and to N.F.P.A. 13D and Manufacturers Requirements.
3. Minimum pipe size to be 1" throughout job.
4. System to be hung per manufacturers requirements. Avcon Hangers to be used - Fig 511 & no block & head set.
5. All underground piping to conform to local Water Department requirements. This is for fill line only
6. Water information to be provided by pump manufacturer. Source of water by owner.
7. Transition from underground to riser to be copper type K typical unless noted otherwise
8. Risers that are exposed should be to be steel, cpvc is exceptable. Risers that rise up in wall to have typical access panel,
provision of this panel to be per contract.
9. All electrical wiring and conduit for electrical switches to be by others.
10. Cleaning and painting of pipe to be by others, if required.
11. All drilling and notching to be per manufacturers specifications and Fire Department requirements.
12. All piping to be CPVC typical unless otherwise noted.
13. Items to be verified at time of inspection:
a) Pressure at base of riser
b) Sprinkler head location and spacing
c) Heads located from heat zones
d) Exposed piping should be steel.
e) Sprinkler heads in unconditioned areas to be 175° degrees
14. Alarm bells to be located per Fire Department requirements.
15. Testing of system to be per N.F.P.A. #13D and Fire Department Requirements.
16. Sprinklers may be omitted from closets less than 3'0" in depth or not over 24 sq. ft.
AFCON 511 C.P.V.C.
PIPE HANGER SIDE MOUNT
MATERIAL: CARBON STEEL
APPROVALS: UL AND CUL LISTED.
FINISH: MIL. GALVANIZED, G-90 GOVERNMENT SPEC.
C.P.V.0
PIPE
SIZE
A
B
C
MAX.
HANGER
SPACING
(FT)
3/4"
31/8"
1 9/16
13/16
51/2
1"
33/8"
111/16
13/16
6
1 1/4"
4 3/16"
2 3/32
1 3/16.
61/2
1 1/2"
4 7/16"
2 7/32
1 3/16
7
2"
4 7/8"
2 7/16
1 3/16
8
B LAZEMASTERO PIPE
SDR 13.5 (ASTM F442)
HANGER SPACING
NOMINAL SIZE
MAX
SPACING
inches (mm)
feet
(m)
3/4"
(20.0)
5.5'
(1.7)
1"
(25.0)
6.0'
(1.8)
11/2"
(32.0)
6.5'
(2.0)
1'A"
(40.0)
7.0'
(2.1)
2"
(50.0)
8.0'
(2.4)
21"
(65.0)
9.0'
(2.7)
3"
(80.0)
10.0'
(3.0)
o Withou
T As NOte.i da
0 Per The Altacl^I . t = i",etter
These plans have hien reviewe.d i ; r`h z Tut wily Flre
Prevention Bureau for conformance
rtes t Cit}/
Ehndards, Acceotanc0 IS subject :' r1 I C7 n( 3.
c
omissions which rio'authorize i Ll i` t rs�tFi'fo ted
i;andards and fi :"f1�4' . The respons1 „+l is circ, -the 1
.I eaua€y of desig ', =, totally with tf e dt-sIgne
rf_ diliCns/ deletic 1, :7lslnns to these cirawing after
this date tNi.0 ",eptance and require _.,
lnQs for .subs Qts Ts' Ppl'OV&I
resubmittal r'1*
Final acceptai N lr 1•e;c1 test aria inspection b
The Tukwila Fire reau.
Date:
I#ydv rett I1 -
�f How66.A.Ve4) '-tsk'vetill ec1 •
h
TUKWILA FIRE DEPARTMENT
`le e call 206-5754407 and
give this Fire Permit No.
17 -S -J 3
and exact address for shut-
down or restore 'on approval.
5
0
OWNER INFORMATION
NAME
SARANJEET SINGH
ADDRESS
14218 4TH AVE S
TUKWILLA, WA 98168
PHONE
206-778-6118
FIRE DEPT INFORMATION
NAME
TUKWILA FIRE DEPT
ADDRESS
444 ANDOVER PAARK EAST
TUKWILA, WA 98188
PHONE
425-481-8827
WATER DEPT. INFORMATION
NAME
ADDRESS
PHONE
WATER INFORMATON
STATIC
75
RESIDUAL
20
GPM
4856
MAIN SIZE
8"
SOURCE
AS BUILT DRAWING
TUKWILLA WATER DEPT
BUILDING INFORMATION
SQ. FT.
3,474 SQ.FT.
TYPE
Wood Frame
OCCUPANCY
Residential
LEGAL DESCRIPTION
TAX PARCEL ID# 734660-0124
S133rd Stm, '
361h 5
Cascade View
Eletnoi Ory School
7St' ''S' 1371h"Se-
N
VICINITY MAP w
WASHINGTON STATE
CERT7MCATR OP COMPETENCY
4NIIRIP0499-GGP OTECC III ON SPRINKLER SYSTEMS
295-r Level 3
Norco Fire Protection, Inc.
NORCOFPO15J0'
NO SCALE
Isrpl,atur.
SHAGLANI RESIDENCE
2914 S 135TH STREET
TUKWILA, WASHINGTON PAID
l -t 2017
CONTRACTOR: NORCO FIRE PROTETION, INC.
TUKWILA FIRE
-'v� *3
it
PIPING PLAN
AREA 1
PERMIT NO.
CONTRACT NO.
N17019
APPROVAL
TUKWILLA FIRE
DRAWN BY
ED COGAR
SCALE
1/8" = 1'-0"
DATE
6/10/17
REVISED
PLOTTED
FP1of1
4-s sV