HomeMy WebLinkAboutPP - 14825 46TH LN S - UNKNOWN - PERMITS AND PLANS14825 46TH LN S
ASSOCIATED PERMITS
17-5-005 D16-0094
a4r
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:“Type
S(`&Vs
of Inspection:
V".c=c, F,v.‘c.L
Address:
Suite #:
1 42ti$ zj 4-(,t”- L)-( S'
Contact Person:
Special Instructions:
Phone No.:
SZkApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
L
Needs Shift Inspection:
Sprinklers: )3--D
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
3
•
Inspector:FIN451
Date: €k3``1..
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
./,)117 -ate
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: (��
J u
�� Type ofinspection:
T,4_,&t,.6-7. /see.4",
Address:Contact
Suite #: ( LK -62_5-
S .
Person:
e--0
Special Instructions:
gwje_e44-%g`i—/Q-eJs /3Sa(/3dS- e124.e s
Phone No.:
pproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
-)etvl GLi e.✓ ACoto)S / •-% Ozvki S/r, r ,'" ,rcv14A-
r4 j a.-e-r-Lni re e o /ri - `f t yy wAt Of alfr-
Hood & Duct:
Hrs.:
gwje_e44-%g`i—/Q-eJs /3Sa(/3dS- e124.e s
Pre -Fire:
5 v r- cvv-- 14 gam( /g 0 s.,g_e___ 2f -L
es al.)77
Occuan T
e:
Needs Shift Inspection:
Sprinklers:
> L
Fire Alarm:
Hood & Duct:
Hrs.:
Monitor:
Pre -Fire:
Permits:
Occuan T
e:
_Ing_tor:
4
> L
Date:
c l/ 2
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: 014
1
`,►��'�,� # 4-Type�Inspectio�
r!"�%Y�
Hood & Duct:
Address:
Suite #: i
41/01-0J5
Contactr son:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
k, cc•ie
L.rrvC,YZ -6z
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
1
Inspector:F-1,14_' 4 -
Date: 4jf9/l 4---
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 RECORD
Retain a copy with permit
INSPECTION NUMBER
1)1(0-oo94-
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: c 1 01.1 D! -(i
/14
ti
011/1C
Fire Alarm:
Type f Inspection:
Address:
Permits:
Occupancy Type:
Contact ep rson:
a
Suite #: /4i2/
*&F'J.
Special Instructions:
Phone No.:
Z'pproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Hjpro - 470prwvcy-t 51 /OS r 5174/4-r'c Fon-
- NT7 r\IG-7
on-
-NTiN(„ p
'tom-
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: flA/1 511-
Date: (IR [Iv__
Hrs.:
1
$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
NORCO FIRE PROTECTION, INC.
24024 SE 261ST PLACE
MAPLE VALLEY, WA 98038
HYDRAULIC CALCULATIONS
FOR
SIDHU HOMES LOT 4
TUKWILA, WASHINGTON
FILE NUMBER: N16020
DATE: 12/28/16
-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): 26.2 gpm
FLOW AND PRESSURE (@ BOR): 26.2 gpm @ 22.4 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
n
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Edwin P. Cogar
4295 -0499 -CG Level 3
NoiLu r :rc P' tion nc.
NORCOFP
0
Slinatura Ns
/`
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 12/30/2016 C:\HASS\HASS\2016 CALCS\N16020 SIDHU LOT 3FF.SDF
JOB TITLE: N16020 SIDHU LOT 4
WATER SUPPLY ANALYSIS
100.0
80.0
G
A
U
60.0
G
E
P
40.0
R
E
S
S
20.0
U
R
E
0.0
P
Static: 90.00 psi Resid: 88.00 psi Flow: 35.0 gpm
i
1 -0 -
LEGEND
1 m Available pressure
88.83 psi @ 26.2 gpm
2 N Required pressure
40.17 psi @ 26.2 gpm
A. Source Supply Curve
B. System Demand Curve
5-14.7 1 1 1 1 1 1 1 1
i 20 30 40 50 60 70 80 90 100
) FLOW (GPM)
)te: (1) Dashed Lines indicate extrapolated values from Test Results
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 12/30/2016 C:\HASS\HASS\2016 CALCS\N16020 SIDHU LOT 3FF.SDF
JOB TITLE: N16020 SIDHU LOT 4
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 90.0 88.0 35.0 88.8 26.2 40.2
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 26.2 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
1 19.0 K= 4.90 7.0 13.0
2 19.4 7.2 - - -
3 19.0 K= 4.90 7.3 13.2
4 19.4 7.4
5 19.1 7.6
6 19.4 8.3
7 19.4 8.3
8 19.4 8.4
9 19.4 8.4
10 19.4 8.4
11 9.4 13.5
12 9.4 13.6
W 9.4 14.4
B 0.0 37.3
C 0.0 28.8
D 0.0 27.0
E 2.0 22.4
F 2.0 18.4
A 0.0 SOURCE 40.2 26.2
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 12/30/2016 C:\HASS\HASS\2016 CALCS\N16020 SIDHU LOT 3FF.SDF
JOB TITLE: N16020 SIDHU LOT 4
NFPA2 PIPE DATA
Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Nc
To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 4.90 13.0 Disch 5.0 5.67 150 7.2
2 19.4 7.2 0.0 1.000 5.00 -0.2
1 19.0 7.0 13.0 1.101 10.67 0.031 0.3
Pipe: 2 0.0 0.0 5.0 4.50 150 7.6
5 19.1 7.6 13.0 1.000 5.00 0.1
2 19.4 7.2 13.0 1.101 9.50 0.031 0.3
Pipe: 3 4.90 13.2 Disch 5.0 5.41 150 7.4
4 19.4 7.4 0.0 1.000 5.00 -0.2
3 19.0 7.3 13.2 1.101 10.41 0.032 0.3
Pipe: 4 0.0 0.0 5.0 5.00 150 7.6
5 19.1 7.6 4.6 1.000 5.00 0.1
4 19.4 7.4 4.6 1.101 10.00 0.004 0.0
Pipe: 5 0.0 0.0 19.5 49.20 150 8.4
10 19.4 8.4 8.7 1.000 19.50 0.0
4 19.4 7.4 8.7 1.101 68.70 0.014 1.0
Pipe: 6 0.0 1.4 8 6.5 8.50 150 8.4
10 19.4 8.4 1.9 7 1.000 6.50 0.0
9 19.4 8.4 3.3 1.101 15.00 0.002 0.0
Pipe: 7 0.0 3.3 6 11.0 47.20 150 8.4
9 19.4 8.4 -1.4 8 1.000 11.00 0.0
7 19.4 8.3 1.9 1.101 58.20 0.001 0.0
Pipe: 8 0.0 17.6 5 5.0 4.54 150 8.3
7 19.4 8.3 -14.3 12 1.000 5.00 0.0
6 19.4 8.3 3.3 1.101 9.54 0.002 0.0
Pipe: 9 0.0 4.6 4 5.0 10.67 150 8.3
6 19.4 8.3 13.0 2 1.000 5.00 -0.1
5 19.1 7.6 17.6 1.101 15.67 0.054 0.8
Pipe: 10 0.0 0.0 5.0 10.08 150 8.4
9 19.4 8.4 1.4 7 1.000 5.00 0.0
8 19.4 8.4 1.4 1.101 15.08 0.001 0.0
Pipe: 11 0.0 3.3 6 23.5 60.75 150 8.4
8 19.4 8.4 -1.9 9 1.000 23.50 0.0
7 19.4 8.3 1.4 1.101 84.25 0.001 0.0
Pipe: 12 0.0 3.3 9 12.0 15.50 150 13.5
11 9.4 13.5 8.7 4 1.000 12.00 4.3
10 19.4 8.4 11.9 1.101 27.50 0.026 0.7
Pipe: 13 0.0 17.6 5 12.0 12.87 150 13.6
12 9.4 13.6 -3.3 7 1.000 12.00 4.3
6 19.4 8.3 14.3 1.101 24.87 0.037 0.9
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 12/30/2016 C:\HASS\HASS\2016 CALCS\N16020 SIDHU LOT 3FF.SDF
JOB TITLE: N16020 SIDHU LOT 4
Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Nc
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 14 0.0 11.9 10 26.0 64.65 150 13.6
12 9.4 13.6 -10.0 W 1.000 26.00 0.0
11 9.4 13.5 1.9 1.101 90.65 0.001 0.1
Pipe: 15 0.0 1.9 11
W 9.4 14.4 14.3 6
12 9.4 13.6 16.2
Pipe: 16 0.0 11.9 10
W 9.4 14.4 -1.9 12
11 9.4 13.5 10.0
Pipe: 17 0.0 10.0 11
F 2.0 18.4 16.2 12
W 9.4 14.4 26.2
1.000
1.101
1.000
1.101
1.000
1.101
6.5
19.0
12.17 150
6.50
18.67 0.046
30.50 150
19.00
49.50 0.019
7.00 150
0.00
7.00 0.112
Pipe: 18 0.0 Fixed Pressure Loss Device
E 2.0 22.4 26.2 W 4.0 psi, 26.2 gpm
F 2.0 18.4 26.2
14.4
0.0
0.9
14.4
0.0
0.9
18.4
3.2
0.8
Pipe: 19 0.0 0.0 10.00 150 27.0
D 0.0 27.0 26.2 F 1.000 2E: 4.7 10.67 0.9
E 2.0 22.4 26.2 0.998 T: 5.9 20.67 0.181 3.7
Pipe: 20 0.0 0.0
C 0.0 28.8 26.2 E
D 0.0 27.0 26.2
1.500
1.610
100.00 150
0.00
100.00 0.018
Pipe: 21 0.0 Fixed Pressure Loss Device
B 0.0 37.3 26.2 D 8.5 psi, 26.2 gpm
C 0.0 28.8 26.2
Pipe: 22 Source 0.0
A 0.0 40.2 26.2 C
B 0.0 37.3 26.2
NOTES (HASS):
1.000 T: 5.9
0.998
10.00 150
5.93
15.93 0.181
(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 0.005 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 10.8 ft/sec at pipe 19.
28.8
0.0
1.8
40.2
0.0
2.9
G1
r -I
51‘5lz hel~al P1
68'-5"
�wo heu� �1 4o.14I
1
wLrr,_245P""
4'-0"
16'-4"
14'-5"
7'-9"
7'-2 1/2"
7'-2 1/2"
64'-5"
5'-8„
6'-0"
2'-10"
5'-6"
BEDROOM -1
BATH -
412
1.0
1
-812
1
ENSUfTE
-712 5-0
1-61
JACUZZI
BEDR OM
/2"
N3MOHS
' /BnL o/s
'-10"
%i 4'-6 1/2"
3'-2"
12'-7
".r
3'-11 1/2"
DELI
•
•
•
\
•
•
\
1
2-5
•
••7'-9"
•
7'-9„
42' MINI
-4
11-
6'-6"
BEDROOM -3
6X
BALCONY
_6'xOST6'
P
16'-0"
14'-0"
16'-5"
16'-O"
6'-0"
68'-5"
4'-O"
rh UPPER FLOOR SPRINKLER PIPING PLAN
1/8" = 1'-0"
64'-5"
cr
16'-0"
16'-5"
6'-8"
25'-4"
7'-9"
7'-9„
C4
N
,-I
NOOK
co -
N
T.J.I. J ISIS
KITCHEN
1
SUNG
2
o° 1
5 -6
ie
7'-101/2" 7'-101/2"
1
11-
12
T.J.I. JC ISIS
BATH 2
3,-4„
M
FAMILY ROOM
OPEN TO ABOVE
6'-4 1/2"
6'-6" e�
sti
MUD ROOM
3'-9 1/
1 18's24" MIN.
CRAWL SPACE
ACCESS AT WALL
16'-0"
10'-0"
T.J.I. JOISTS
4'-9" 13,-4"
I. JOISTS
S714EASE
0-512
4-0 6- 2-012
1 N
�TR�PEQ�,E U
r
DINING
T.J.I. JOISTS
II
I II
11 II
11 1
I1 1
16FrUP
ENTRY
T
SR UP
1
10
GARAGE
SLAB &
DRIVEWAY AT
MIN. 2X
SLOPE
6'-0"
,III
FIRE SPRINKLERifil
GARAGE 1 / III
gig
7-3
-36' MINIMUM
HANDRAILS
[SOLID CORE,
WEATHERSTRIP
SELF -CLOSER
2-9
L
UVING
16'-0"
14'-O"
16'-5"
16'-0"
6'-0"
68'-5"
R-11 BAT MINIMUM
SECURE INSULATION TO JOIST
INSULATION TO SHEETROCK LEVEL -
MAIN FLOOR SPRINKLER PIPING P
1/8" =
o
CUT INSULATION TO PUSH DOWN BETWEEN JOIST
TENTING DETAIL C
INSULATION TO SHEETROCK LEVEL
1/2' SHEETROCK
NOTES
SECURE INSULATION TO JOIST
R-11 BAT MINIMUM
INSULATION DOWN TO SHEETROCK LEVEL
TENTING DETAIL A
R-11 BAT MINIMUM
2' ATTIC JOIST
INSULATION TO SHEETROCK LEVEL
TENTING DETAIL B
REVISIONS
2 ATTIC JOIST
2 X TRUSS OF ROOF
FRAMING
R-49 ATTIC INSUATKXN
)4• DRYWALL
1/Y TEMERED SAND BLAST
MASS BOTTOM AND TOP
PLATE
ALUM. CHANEL
FASTEN TOTOP BOTTOMPLATE
AHD
2"x6'
BOTTOM
TREATED
1 O' x 9i' ANCHOR
BOLTS
r F1m oar
6
BEDROOM -3
NOTE:
TRUSS LAYOUT WILL BE PROVID
TO THE PLAN EXAMINER 7 DAYS
IN ADVANCE BEFORE INSTALLATION
FOR APPROVAL, DESIGNED BY
TRUSS CO. ENG.
H
E1811NED
NG
511)05 2X4 0 1213.C.
TOP FLOOR=305.5'
LOFT
81HCK CONC. WALL
DRAIN TILE
TVP. FLOOR CONSTRTICTION:-1
,- T&G PLYWOOD
T.J.I. JOISTS W/
CROSS BRIDGING OR BLOCKING
DINING
(1) 14
CONTINUOUS
UNDATION RCONTINUOUS
(4) 048. O.C.FOR
N JOINT
SECURE AGAINST
UPWARD MOVEMENT
I
00
/4 coNIRJOUs
LAUNDRY
3'-0' WIDE MN.
CRAWL SPICE
ACCESS
SECTICN A
KITCHEN
12' JOISTS OR
SHE
()F T.J.L AS
NOTED
BY ENGINEER
6 MIL BLACK
VAPOR BARRER
MAJN FLOOR=295.6'
INSULATION
SCALE:1/4'-1
ASTM F442 CPVC
BRANCHLINE
FLOOR
CEILING
FLOOR
FLOOR JOISTS
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
SECURE AGAINST
UPWARD MOVEMENT
ASTM F442 CPVC
BRANCHLINE
CEILING
FIRE SPRINKLER
*NSF INTERNATIONAL APP.ROVED FOR USE WITH POTABLE WATER
FLOOR JOISTS
1' CPVC ADAPTER
STEEL PIPE 11111
1° CPVC---".
1" STEEL PIPE
1' STEEL PIPE
1' STEEL PIPE
1° BACKFLOW DEVICE
AMES
1' COPPER ADAPTER
Finish Floor
BLAZEMASTEF CPVC
EMALE ADAPTER
1° GALV STEEL 90°
ELECTRIC BELL
WIRING AND CONDUIT
AND INSTALLATION
TO BE BY OTHERS
CENTRAL
RISER MANIFOLD W/:
1 DRAIN AND TEST
2 FLOW SWITCH
3 PRESSURE GAUGE
4 SIGNS ON BODY
DRAIN
NORCO FIRE PROTECTION
POINT OF CONNECTION
DRAIN TO DISCHARGE
OUTSIDE OF BUILDING
1' COPPER UNE
RISER DETAIL
6" ELECTRIC BELL
WIRING AND CONDUIT BY OTHERS
scale 1/2"=1'-0"
NUE '1N/LA FIRE DEPARTMENT
Pk :' cell 206-�5/5-440'�7 and
glv I.Ih!s Fire i'�e l b Mit NO.
/7- S- 00-s-
7znd exact ad '" ss for shut
down or r stor 1v on approval.
ALLOWANCE FOR FRICTION LOSS IN CPVC FITTINGS
(EXPRESSED IN EQUIVALENT FEET OF PIPE)
FITTING
PIPE DIAMETER
3/4"
1"
1114"
11/2"
2"
21"
3"
TEE BRANCH
3
5
6
8
10
12
15
TEE RUN
1
1
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
SPRINKLER SYMBOLS
z_
T
CDC 1IE RL,or
1X4 STRAPPING.
BUILDING PAPER.
*RIDGE VENTING*
112. EXT. WALE 221220Rtx'mN,
/ HARITHIANK UI3 WRAP'
Re O58 SHEARING
2X6' STUDS 015' 0.0.
R21 BATT INSULATION
annum BOARD
Thal RF
- FRAMING M
-INSULATION
- VAPOUR BARRIER
-DRYWALL
SEE TABLE BELOW FOR NUMBER
TABLE 1
MAXIMUM SUPPORT SPACING DISTANCE
END LINE SPRINKLER HEAD DROP ELBOW
PIPE SIZE
inches
PIPE SIZE
inches
< 100 psi
SYSTEM PRESSURE
3/4"
<
100 psi
> 100
psi
3/4'
114"
9"
6"
134"-3"
1"
7'
12"
9"
0'-0" TO 7'-0'
11,4"
14'-1" TO 21'-0"
16"
12"
8'-1" TO 16'-0"
134"-3"
234"
24"
12"
18'-1" TO 27'-0"
TABLE 2
MAXIMUM SUPPORT SPACING DISTANCE
INLINE SPRINKLER HEAD DROP TEE
PIPE SIZE
inches
SYSTEM PRESSURE
< 100 psi
> 100 psi
3/4"
4'
3'
1'
5'
4'
114"
6'
5'
134"-3"
7'
7'
OF HANGERS REQUIRED
ASTM F442 CPVC
BRANCHLINE
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"
134"
0'-0" TO 6'-6"
6'-7" TO 13'-0"
13'-1' TO 19'-6"
134"
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"
234"
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
BLAZEMASTER® 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
134" (32.0)
1.660 (42.2)
1.394 (35.4)
.418
134" (40.0)
1.900 (48.3)
1.598 (40.6)
.548
2" (50.0)
2.375 (60.3)
2.003 (50.9)
.859
2134" (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)
ASTM F442 CPVC
BRANCHUNE *
X
CEILING
FIRE SPRINKLER
WOOD JOISTS
* NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
FLOOR
GENERAL NOTES
1. System to be designed to N.F.P.A. #13D, 2013 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. AM 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 Tess than 3'0" in depth or not over 24 sq. ft.
CURE TIMES WITH ONE STEP SOLVENT CEMENT
200 psi (MAXIMUM) TEST PRESSURE
PIPE SIZE
inches
Ambient Temperature During Cure Period
60T 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.
114"
1.5 hr.
16 hr.
120 hr.
1134"
1.5 hr.
16 hr.
120 hr.
2'
8 hr.
36 hr.
See Note 1
234"
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 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.
114"
1.5 hr.
16 hr.
120 hr.
1'34"
1.5 hr.
16 hr.
120 hr.
2"
8 hr.
36 hr.
See Note 1
234"
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 BENDING DEFLECTIONS SDR 13.5 (73'F)
(ONE END RESTRAINED)
PIPE SIZE
inches
LENGTH OF RUN (9: 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"
36.0"
56.3"
72.3"
100.1"
114"
0.8"
5.0"
9.7"
19.8"
28.5:'
44.6"
57.3"
79.3"
11/2"
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"
11.4"
16.5"
25,8"
33.1-
45.8"
3"
0.4"
2.4"
4.6"
9.4"
13.5"
21.2"
27.2"
37.6"
CPVC DROP d _0 329
CEILING
FIRE SPRINKLER
CPVC DROP
FIRE SPRINKLER
PERMISSIBLE BENDING 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'
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"
-
-
-
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"
-
-
134"
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"
-
134"
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"
234"
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"
SYMBOLS LEGEND
0 SYSTEMS RISER
• RISE UP
• DROP DN
2 WAY EARTHQUAKE BRACE
4 WAY EARTHQUAKE BRACE
g=0 GROOVED COUPLING
\#01HANGER TYPE AND LOCATIO
0 UPRIGHT HEAD
C) PENDENT HEAD
SIDE WALL HEAD
oh UPRIGHT OVER PENDEN
25 PIPE SIZING
HYDRAULIC CALC NODE
REVISION NUMBER
M BRANCH LINE NUMBER
NPT> WELD TAG NUMBER
DATE
DESCRIPTION
BY
SYM
CNT
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODEL#
ESCUT
CONN.
(25.0)
32
CONCEALED
WHITE
160
4.9
1/2"
7/16
RELIABLE
RC 49
Defoul
(50.0)
4
DRY PEND
WHITE
160
5.6
1"
1/2
RELIABLE
EMIR
(3.0)
Defoul
41
1
HDSW
WHITE
160
5.6
1'
1/2
RELIABLE
F3OR
Defoul
37 TOTAL HEADS ON THIS PROJECT
d = 0.329 D2
L feet
CJ
74 =1
OaSTRUCIXN
A
AFCON 511 C.P.V.C.
PIPE HANGER SIDE MOUNT
MATERIAL: CARBON STEEL
APPROVALS: UL AND CUL LISTED.
FINISH: MIL. GALVANIZED, G-90 GOVERNN1ENT SPEC.
PIPE
STZE
A
B
C
HANGER
SPACING
(FT)
feet
(m)
3/4"
(20.0)
5.5'
(1.7)
1'
(25.0)
6.0'
(1.8)
2"
(50.0)
8.0'
(2.4)
SHB1 HEADSET HANGER
BLAZEMASTER® 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)
2"
(50.0)
8.0'
(2.4)
3"
(80.0)
10.0'
(3.0)
FLOOR AREA:
TOTAL LOT AREA=1 1,530 SO.FT.
NET TOP FLOOR AREA=1,836 SQ.FT.
TOTAL FLOOR AREA=4,487 SQ.FT.
ID Without Comments
As Noted in Red
These plans have been rovie.wed iy:,) The Tukwila Fire
Prevention Bure.au for coT,Iorrnanr_.e if,iith current City
standards. Acceptance '.5; subject t.,.. eri-c-f,--,; and
omissions which c10 nc,c, i-7-.;.'llo-,-.-izE: violations of adopted
MAXIMUM SPACING OF HEADS TO BE 18 X 18 AND 9' OFF WALL IN SI A ROOM -
MAXIMUM SPACING OF HEADS TO BE 16 X 16 AND 8' OFF WALL IN MULTIPULE HEAD ROOM
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
OWNER INFORMATION
NAME
RSVP REAL ESTATE, INC.
ADDRESS
10900 NE 8TH ST, STE 1000
BELLEVUE, WA
PHONE
206-244-1900
FIRE DEPT INFORMATION
NAME
TUKVVILA FIRE DEPT
ADDRESS
444 ANDOVER PAARK EAST
TUKVVILA, 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 DRAVVING
TUKVVILLA WATER DEPT
-I3UILDING INFORMATION
SQ. FT.
5146 SQ.FT.
TYPE
Wood Frame
OCCUPANCY
Residential
LEGAL DESCRIPTION
# 0042000133
46425148th St
5eattls, WA S8163
811 "4:n7
VICINITY MA
NO SCALE
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Edwin P. COgar
4295 -0499 -CG Lev
NORCOFP
3
/7../
0
Slavnature
SIDHU HOMES LOT #4
14825 46TH LANE S
TUKWILLA, WA 98178
CONTRACTOR NORCO FIRE PROTETION, INC.
41
A
E
PAID
jAii -52017
TUKWILA FIRE
PIPING PLAN
AREA 1
PERMIT NO.
CONTRACT NO. N16020
APPROVAL TUKWILLA FIRE
DRAWN BY ED COGAR
DATE
12/21/16
REVISED
PLOTTED
FP 1 of 1