HomeMy WebLinkAboutPP - 14817 46TH LN S - UNKNOWN - PERMITS AND PLANS14817 46TH LN S
ASSOCIATED PERMITS
19-5-214 D19-0221
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
-S-2/C/
='l-
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: 5it\si\v\
1)61
Type of Inspection:
Fire Alarm:
110 (7 «i/Contact
SAuite#: �l o
Person:Suite
`f
Specia(ll Instructions:
Phone No.:
✓
Approved per applicable codes.
nCorrections required prior to approval.
COM
TS:
a,
cD
• f1 eT,%N3 ` pics6
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits: (1
Occupancy Type:
Inspector: £\I \k s!t<0.-4
Date: 1100
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
NORCO FIRE PROTECTION, INC.
24024 SE 261ST PLACE
MAPLE VALLEY, WA 98038
HYDRAULIC CALCULATIONS
FOR
LN S.
14817 46TH TUKWILA
TUKWILA, WASHINGTON
FILE NUMBER: N19096
DATE: 10/25/19
-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 @ 27.2 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
•
WANONOTON'TATE
C*RTIFICATE OF I O PITENCY
FIRE P*OTECTION $P*MIRLER $Y$TtM$
Edwin P. Cosier
429544994G Level
Nance Piro
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 10/25/2019 C:\HASS DATA\HASS\2019 CALCS\N19096 14817 46TH .SDF
JOB TITLE: N19096 14817 46TH TUKWILA
WATER SUPPLY ANALYSIS
Static: 70.00 psi Resid: 68.00 psi Flow: 50.0 gpm
LEGEND
1 g Available pressure
69.39 psi @ 26.2 gpm
2 g Required pressure
47.89 psi @ 26.2 gpm
A. Source Supply Curve
B. System Demand Curve
20 30 40 50 60 70 80 90 100
FLOW (GPM)
tote: (1) Dashed Lines indicate extrapolated values from Test Results
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 10/25/2019 C:\HASS DATA\HASS\2019 CALCS\N19096 14817 46TH .SDF
JOB TITLE: N19096 14817 46TH TUKWILA
NFPA WATER SUPPLY DATA
SOURCE
NODE
TAG
A
STATIC RESID. FLOW
PRESS. PRESS. @
(PSI) (PSI) (GPM)
70.0 68.0 50.0
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE
NODE
1
2
3
4
5
6
7
8
9
10
W
B
C
D
E
F
A
ANALYSIS DATA
TAG ELEVATION NODE TYPE
(FT)
22.0
22.4
22.0
22.4
22.4
22.4
10.4
10.4
10.4
10.4
8.4
0.0
0.0
0.0
3.0
3.0
0.0
K= 4.90
K= 4.90
SOURCE
AVAIL.
PRESS.
(PSI)
69.4
TOTAL
@ DEMAND
(GPM)
26.2 GPM
0.0 GPM
0.0 GPM
26.2 GPM
REQ'D
PRESS.
(PSI)
26.2 47.9
PRESSURE DISCHARGE NOTES
(PSI) (GPM)
7.3 13.2
7.3
7.0 13.0
8.1
8.6
8.6
13.9
14.4
15.0
14.5
19.4
45.0
36.5
32.1
27.2
22.7
47.9 26.2
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 10/25/2019 C:\HASS DATA\HASS\2019 CALCS\N19096 14817 46TH .SDF
JOB TITLE: N19096 14817 46TH TUKWILA
NFPA PIPE DATA
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) N
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 4.90 13.2 Disch 5.0 0.88 150 0.0
2 22.4 7.3 0.0 1.000 5.00 -0.2
1 22.0 7.3 13.2 1.101 5.88 0.032 0.2
Pipe: 2 4.90 13.0 Disch 5.0 9.17 150 0.3
2 22.4 7.3 0.0 1.000 5.00 -0.2
3 22.0 7.0 13.0 1.101 14.17 0.031 0.4
Pipe: 3 0.0 0.0 12.0 8.25 150 0.8
4 22.4 8.1 15.4 1.000 12.00 0.0
2 22.4 7.3 15.4 1.101 20.25 0.042 0.8
Pipe: 4 0.0 15.4 2 16.0 44.91 150 0.5
5 22.4 8.6 -9.0 7 1.000 16.00 0.0
4 22.4 8.1 6.4 1.101 60.91 0.008 0.5
Pipe: 5 0.0 6.4 4 21.0 51.79 150 0.0
6 22.4 8.6 -6.4 8 1.000 21.00 0.0
5 22.4 8.6 0.0 1.101 72.79 0.000 0.0
Pipe: 6 0.0 0.0 16.0 45.67 150 1.4
6 22.4 8.6 10.8 1.000 16.00 0.0
2 22.4 7.3 10.8 1.101 61.67 0.022 1.4
Pipe: 7 0.0 15.4 2 24.0 14.54 150 5.8
7 10.4 13.9 -6.4 5 1.000 24.00 5.2
4 22.4 8.1 9.0 1.101 38.54 0.015 0.6
Pipe: 8 0.0 0.0 34.0 37.33 150 5.8
8 10.4 14.4 6.4 4 1.000 34.00 5.2
5 22.4 8.6 6.4 1.101 71.33 0.008 0.6
Pipe: 9 0.0 10.8 2 14.0 13.54 150 5.8
10 10.4 14.5 0.0 5 1.000 14.00 5.2
6 22.4 8.6 10.8 1.101 27.54 0.022 0.6
Pipe: 10 0.0 0.0 8.0 24.33 150 0.5
8 10.4 14.4 9.0 4 1.000 8.00 0.0
7 10.4 13.9 9.0 1.101 32.33 0.015 0.5
Pipe: 11 0.0 9.0 7 5.0 8.17 150 0.6
9 10.4 15.0 6.4 5 1.000 5.00 0.0
8 10.4 14.4 15.4 1.101 13.17 0.042 0.6
Pipe: 12 0.0 0.0 6.5 18.17 150 0.5
9 10.4 15.0 10.8 6 1.000 6.50 0.0
10 10.4 14.5 10.8 1.101 24.67 0.022 0.5
Pipe: 13 0.0 10.8 10 19.0 12.75 150 4.4
W 8.4 19.4 15.4 8 1.000 19.00 0.9
9 10.4 15.0 26.2 1.101 31.75 0.112 3.6
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 10/25/2019 C:\HASS DATA\HASS\2019 CALCS\N19096 14817 46TH .SDF
JOB TITLE: N19096 14817 46TH TUKWILA
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) K
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 14 0.0 0.0 8.00 150 3.2
F 3.0 22.7 26.2 9 1.000 0.00 2.3
W 8.4 19.4 26.2 1.101 8.00 0.112 0.9
Pipe: 15
E 3.0 27.2
F 3.0 22.7
0.0
26.2 W
26.2
Pipe: 16 0.0 0.0
D 0.0 32.1 26.2 F
E 3.0 27.2 26.2
Pipe: 17 0.0 0.0
C 0.0 36.5 26.2 E
D 0.0 32.1 26.2
Pipe: 18 0.0
B 0.0 45.0 26.2 D
C 0.0 36.5 26.2
Pipe: 19 Source 0.0
A 0.0 47.9 26.2 C
B 0.0 45.0 26.2
NOTES (HASS):
Fixed Pressure Loss Device
4.5 psi, 26.2 gpm
1.000
0.998
1.500
1.610
20.00 150
0.00
20.00 0.181
250.00 150
0.00
250.00 0.018
Fixed Pressure Loss Device
8.5 psi, 26.2 gpm
1.000 T: 5.9
0.998
10.00 150
5.93
15.93 0.181
(1) Calculations were performed by the HASS 8.8 D 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 0.001 gpm and a maximum
imbalance at any node of 0.015 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 10.8 ft/sec at pipe 16.
(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
68.91 psi with a flow of 36.08 gpm.
4.9
1.3
3.6
4.4
0.0
4.4
2.9
0.0
2.9
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 10/25/2019 C:\HASS DATA\HASS\2019 CALCS\N19096 14817 46TH .SDF
JOB TITLE: N19096 14817 46TH TUKWILA
(6) PIPE FITTINGS TABLE
HASS 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 GatV1v AlmChk DPV1v NPTee
F
F45E11
0.998 1.57 3.92 1.57 3.92 4.71 0.78 7.84 1.57 3.92
0.78
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 GatVly AlmChk DPV1v NTee
F
F45E11
1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00
2.00
PAGE: F MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) F E T R K C G
F45 Ell Tee RunT Kplg ChkV1v Gate
1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40
M
0
2 X TRUSS OF ROOF
FRAMING
R-49 ATTIC INSULATION
) • DRYWALL
2'x8• BOTTOM
TREATED PLATE
4'
16'-0"
BEDROOM -4
2 PC,
FAN
2'-8 1/2"
N
FAMILY ROOM
1
7-
d 2-0
T74
BEAM St'
6'-6 1/2"
el)
5
-1 1/2"
BEAM
M
1
NOOK
9'-1 1/2"
1.7
FIRE SPRINKLER RISER LOCATION
u
OPEN TO
ABOVE
LIVING
1
FNTRY
BEAM
Lel
5'-911
5'-
6'28'
1
9-112
00
10'-1 1/2"
KITCHEN
1
10-112
Rrr
3 -2 1/2"
1
0
-DR5P-Titur
op,MAIN FLOOR SPRINKLER PIPING PLAN
1/8' - 1'-O'
NOTE:
TRUSS LAYOUT WILL BE PROVIDED
TO THE PLAN EXAMINER 7 DAYS
IN ADVANCE BEFORE INSTALLATION
FOR APPROVAL, DESIGNED BY
TRUSS CO. ENG.
1'-9"
ttlu
• /BTL 0
BEL4ROOM-1
e 7'-8"
1-
T4
% 1
FLOOR AREA:
TOTAL LOT AREA=8,231 SQ.FT.
NET MAIN FLOOR AREA=1,956 SQ.FT.
NET TOP FLOOR AREA=2,069 SQ.FT.
TOTAL FLOOR AREA=4,025 SQ.FT.
CCM TIE ROOF
1X4 STRAPPING
GUIDING PAPER.
RIDGE VENTING'.
HF�°GTle•
(92E DETETiIIINED
Y OPENING
YIDTH)
STUDS 2X4 O
Ise
-0
o
T.
1...t
'I"'..r
T P. FLOOR DONS1RJ0110N1
,�,-7„
3E 10
PO1UI-IDS,%FT.
(`1
00
11
1-912
vT
1
N
glikQE.b
L
P00
IN
7-4
., 14-0
)'7
A
a,
7'-O"
, 14'-01
Aki
7'-O"
-
1.663
(42.2)
1.354
-DR5P-Titur
op,MAIN FLOOR SPRINKLER PIPING PLAN
1/8' - 1'-O'
NOTE:
TRUSS LAYOUT WILL BE PROVIDED
TO THE PLAN EXAMINER 7 DAYS
IN ADVANCE BEFORE INSTALLATION
FOR APPROVAL, DESIGNED BY
TRUSS CO. ENG.
1'-9"
ttlu
• /BTL 0
BEL4ROOM-1
e 7'-8"
1-
T4
% 1
FLOOR AREA:
TOTAL LOT AREA=8,231 SQ.FT.
NET MAIN FLOOR AREA=1,956 SQ.FT.
NET TOP FLOOR AREA=2,069 SQ.FT.
TOTAL FLOOR AREA=4,025 SQ.FT.
CCM TIE ROOF
1X4 STRAPPING
GUIDING PAPER.
RIDGE VENTING'.
HF�°GTle•
(92E DETETiIIINED
Y OPENING
YIDTH)
STUDS 2X4 O
Ise
-0
o
T.
1...t
'I"'..r
T P. FLOOR DONS1RJ0110N1
2-2X4
3E 10
PO1UI-IDS,%FT.
3/4' TQC PUALOCO
L,U. JOISTS W/
CROSS BRIDGING OR BLODONG
OR AS PER FLOOR 0E8GN
BY OTHERS
TIP. FURR. WALL:
TOP PLATE, 2'X4 STUDS 016' 0.C.
11
✓ EMBEDMENT
0 48' SPACING
8'TH10( CONC. WALL
DRAM 111E
R-11 BAT 1.1N:`.1i%!
_C .._AT CN TO JC!c
ULATIC11 TO SHEETROC PI LEVEL -
N
A
-4' CONCRETE SLAB WTH 8 MI.. VAPOR BARRIER
OVER 4' COMPACT SAND AND GRAVEL BASE
BUILDING SECTION A ----A
1/8'
LT INSULATION TO PUSH DOWN ETWEEN .O.__
S
TENTING DETAIL C
10 12' 14' 16' 18'
INSULATION TO SHEER OK LE`,EL
NOTES
SEC URE INSULATION TO ST
R-11 _,.i 1.1IN11.1LIM
INSULATION DOWN TO SHEETROCK LEVEL
'TENTING DETAIL A
R-11 BAT MINIMUM
ATTIC JOIST
INSULATION TO SHEETROCK LEVEL
TENTING DETAIL B
2 ATTIC JOIST
REVISIONS
7.-TYP. FXT WEE 1
OSEEEMESEEESIG
BUILDING WRAP
3G• 058 SHEATHING
2'XB• STUDS 016' 0.C.
R21 BATT INSULATION
If GYPSUM BOARD
FROM 11) CAW
-FRAMING
y�-R5 OR BETTER SPRAY OR
RIGID CONT. INSUL BEThEEN
• CONC. WALL AND STUDS
Note:`
Section notes by P. E
shall have precedence
over designer's notes.
1" CPVC ADAPTER
0-6
DEO-100M-2
LAUNDRY
22 X30"
�ATC
ACCESS
12'-
42' 14161141) GUARDRAILS TIP.
1
Tr1/8' - i' -OE'
FLOOR SPR
6" ELECTRIC BELL
WIRING AND CONDUIT BY OTHERS
7'-10 1/2
-6 0-
7'-11 1/2"
IPA
ani o/9
222
BATH
W.I.C.
SPACE FOR
HEATING AND
B LAZE,.' ASTERO IP_
SDR 13.5 (ASTM
iNCi-ES ,' LL7F. E
- . 1ENSIONS
- 4c )
,
NOMINAL SIZE
AVERAGE 00
,-
3E 10
PO1UI-IDS,%FT.
3/4
(20.0)
1.052
(26.7)
.57-,
(22.2)
.168
1"
(25.0)
1.315
(33.4)
1.10'
(28.0)
.262
11,4"
(32_0)
1.663
(42.2)
1.354
(35.4)
.418
1 ("
(40.0)
1.903
(48.5)
1.538
(40.6)
.548
2
(50.0)
2.375
(60.3)
2.033
(50.9)
.859
21/2'
(65.0)
2.875
(73.0)
2.425
(61.5)
1 ._57
3"
(80.0)
3.503
(88.9)
2.__ 1
(75.0)
1.867
R-11 BAT 1.1N:`.1i%!
_C .._AT CN TO JC!c
ULATIC11 TO SHEETROC PI LEVEL -
N
A
-4' CONCRETE SLAB WTH 8 MI.. VAPOR BARRIER
OVER 4' COMPACT SAND AND GRAVEL BASE
BUILDING SECTION A ----A
1/8'
LT INSULATION TO PUSH DOWN ETWEEN .O.__
S
TENTING DETAIL C
10 12' 14' 16' 18'
INSULATION TO SHEER OK LE`,EL
NOTES
SEC URE INSULATION TO ST
R-11 _,.i 1.1IN11.1LIM
INSULATION DOWN TO SHEETROCK LEVEL
'TENTING DETAIL A
R-11 BAT MINIMUM
ATTIC JOIST
INSULATION TO SHEETROCK LEVEL
TENTING DETAIL B
2 ATTIC JOIST
REVISIONS
7.-TYP. FXT WEE 1
OSEEEMESEEESIG
BUILDING WRAP
3G• 058 SHEATHING
2'XB• STUDS 016' 0.C.
R21 BATT INSULATION
If GYPSUM BOARD
FROM 11) CAW
-FRAMING
y�-R5 OR BETTER SPRAY OR
RIGID CONT. INSUL BEThEEN
• CONC. WALL AND STUDS
Note:`
Section notes by P. E
shall have precedence
over designer's notes.
1" CPVC ADAPTER
0-6
DEO-100M-2
LAUNDRY
22 X30"
�ATC
ACCESS
12'-
42' 14161141) GUARDRAILS TIP.
1
Tr1/8' - i' -OE'
FLOOR SPR
6" ELECTRIC BELL
WIRING AND CONDUIT BY OTHERS
7'-10 1/2
-6 0-
7'-11 1/2"
IPA
ani o/9
222
BATH
W.I.C.
SPACE FOR
HEATING AND
NMU M GUARDRAILS TIP.
4'-51/2"
6'-8 1/2"
INKLER PIPING PLAN
TOP FLOOR AREA = 2,480 SQ.FT.
OPEN AREA = 411 SQ.FT.
NET TOP FL. AREA = 2,069 SQ.FT.
c
Without Comments
As Noted in Red
Per The Attached Letter
7e plans have been reviewed by The Tukwila Fire
,ntion Bureau for conformance with current City
ciards..Acceptance is subject to errors and
'ssions which do not authorize violations of adopted
ndards and ordinances. The responsibility for the
quacy of design rests totally with the designer.
ng editions, deletions cr revisions to these drawings after
- • tis date will void this acceptance and will require a
esubmittal of revised dr:,wirgs for subsequent approval.
sinal acceptance is subject to meld test and Inspection by
The Tukwila Fire Prevention Bureau.
Date: 11-t ' 1 Sy: � J 1 I
1" CPVC
1" STEEL PIPE
1" STEEL PIPE
1" STEEL PIPE
1" BACKFLOW DEVICE
AMES
1" COPPER ADAPTER
Finish Floor
1' GALV STEEL 90'
ELECTRIC BELL
WIRING AND CONDUIT
AND INSTALLATION
TO BE BY OTHERS
CENTRAL
((R(I)SEER
iyMyANNIIyF�7OLLDWS
(3j PwRAISNSURNE GAUGE
4 SIGNS ON BODY
DRAIN
NORCO FIRE PROTECTION
POINT OF CONNECTION
DRAIN TO DISCHARGE
OUTSIDE OF BUILDING
RISER
scale 12"=1'-0"
MAXIMUM SPACING OF HEADS TO
MAXIMUM SPACING OF HEADS TO
1' COPPER UNE
•
ZIT
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.
Fire Permit I' umber
To schedule inspciion$
Call 206-575-4407
14/611° r"Pwtd\-
Flow+ av i a) -i-es ' f tpw .
CP'VC DROP
d = 0.329
C EILINC
FIRE SPRINKL ER
CPUC DROP
C EILING
FIRE SPRINKLER
DETAIL
BE 18 X 18 AND 9' OFF WALL IN SINGLE HEAD ROOM
BE 16 X 16 AND 8' OFF WALL IN MULTIPULE HEAD ROOM
SPRINKLER SYMBOLS
SYMBOLS
® SYSTEMS RISER
o RISE UP
• DROP DN
4-7 2 WAY EARTHQUAKE BRACE
4-, 4 WAY EARTHQUAKE BRACE
GROOVED COUPLING
\ 01 HANGER TYPE AND LOCATIO
o UPRIGHT HEAD
® PENDENT HEAD
D SIDE WALL HEAD
LEGEND
06 UPRIGHT OVER PENDENT
25 PIPE SIZING
1 HYDRAULIC CALC NODE
REVISION NUMBER
BRANCH LINE NUMBER
WELD TAG NUMBER
DATE
DESCRIPTION
BY
SYM
CNT
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
w.l.C.
r
CONN.
C^C
'11`'
41
-;•47
3'-5" 7'-9'Sn
WHITE
160
1
10,-0"
7/16
RELIABLE
2'-91/;w"
16"
f
MASTER =
1.5 hr.
4
DRY PEND
160
BEDROOM
1"
1/2
RELIABLE
F3QR
8 hr.
Cefaul
57.3'
See Note 1
3"
8 hr.
72 hr.
r412M
10-0
See Note 1
1
1
1
1
2
2
6.8"
13.9'
20.0`
31.2-
40.0'
55.4'
I 11 31. I.
0.5'
LN U1It.
COVERED
U
1
-) -
am
BALCONYKu
45.8'
\
0.4"
2.4'
4.6'
NMU M GUARDRAILS TIP.
4'-51/2"
6'-8 1/2"
INKLER PIPING PLAN
TOP FLOOR AREA = 2,480 SQ.FT.
OPEN AREA = 411 SQ.FT.
NET TOP FL. AREA = 2,069 SQ.FT.
c
Without Comments
As Noted in Red
Per The Attached Letter
7e plans have been reviewed by The Tukwila Fire
,ntion Bureau for conformance with current City
ciards..Acceptance is subject to errors and
'ssions which do not authorize violations of adopted
ndards and ordinances. The responsibility for the
quacy of design rests totally with the designer.
ng editions, deletions cr revisions to these drawings after
- • tis date will void this acceptance and will require a
esubmittal of revised dr:,wirgs for subsequent approval.
sinal acceptance is subject to meld test and Inspection by
The Tukwila Fire Prevention Bureau.
Date: 11-t ' 1 Sy: � J 1 I
1" CPVC
1" STEEL PIPE
1" STEEL PIPE
1" STEEL PIPE
1" BACKFLOW DEVICE
AMES
1" COPPER ADAPTER
Finish Floor
1' GALV STEEL 90'
ELECTRIC BELL
WIRING AND CONDUIT
AND INSTALLATION
TO BE BY OTHERS
CENTRAL
((R(I)SEER
iyMyANNIIyF�7OLLDWS
(3j PwRAISNSURNE GAUGE
4 SIGNS ON BODY
DRAIN
NORCO FIRE PROTECTION
POINT OF CONNECTION
DRAIN TO DISCHARGE
OUTSIDE OF BUILDING
RISER
scale 12"=1'-0"
MAXIMUM SPACING OF HEADS TO
MAXIMUM SPACING OF HEADS TO
1' COPPER UNE
•
ZIT
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.
Fire Permit I' umber
To schedule inspciion$
Call 206-575-4407
14/611° r"Pwtd\-
Flow+ av i a) -i-es ' f tpw .
CP'VC DROP
d = 0.329
C EILINC
FIRE SPRINKL ER
CPUC DROP
C EILING
FIRE SPRINKLER
DETAIL
BE 18 X 18 AND 9' OFF WALL IN SINGLE HEAD ROOM
BE 16 X 16 AND 8' OFF WALL IN MULTIPULE HEAD ROOM
SPRINKLER SYMBOLS
SYMBOLS
® SYSTEMS RISER
o RISE UP
• DROP DN
4-7 2 WAY EARTHQUAKE BRACE
4-, 4 WAY EARTHQUAKE BRACE
GROOVED COUPLING
\ 01 HANGER TYPE AND LOCATIO
o UPRIGHT HEAD
® PENDENT HEAD
D SIDE WALL HEAD
LEGEND
06 UPRIGHT OVER PENDENT
25 PIPE SIZING
1 HYDRAULIC CALC NODE
REVISION NUMBER
BRANCH LINE NUMBER
WELD TAG NUMBER
DATE
DESCRIPTION
BY
SYM
CNT
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODEL#
ESCUT
CONN.
®
41
CONCEALED
WHITE
160
4.9
1/2"
7/16
RELIABLE
RC 49
16"
Cefaul
1.5 hr.
4
DRY PEND
WHITE
160
5.6
1"
1/2
RELIABLE
F3QR
8 hr.
Cefaul
41 TOTAL HEADS ON THIS PROJECT
TABLE 1
MAXIMUM SUPPORT SPAC ING DISTANC E
END LINE SPRINKLER HEAD DROP ELBOW
TAB LE
PIPE S!ZE
inches
PIPE SIZE
inches
Cure Period
SYSTEM PRESSURE
40'F to 59'F
<
100 psi
> 100
psi
3/4"
-1 3
4.
3'
45 min.
1"
12
12"
9..
1.5 hr.
1'•:..
1
16"
12-
1.5 hr.
1)4 -3"
_L Bot/ 90'
24-
12 -
2 -
8 hr.
TABLE 2
, AXIMUA SUPPORT SPACING DISTANC 5
INLINE SPRINKLER HEAD DROP TEE
PIPE S!ZE
inches
PIPE SIZE
inches
Cure Period
SYSTEM PRESSURE
40'F to 59'F
<
100 psi
> 100
psi
3/4"
-1 3
4.
3'
45 min.
1
12
5'
4'
1.5 hr.
13"
1
120 hr.
5'
1.5 hr.
1 _
_L Bot/ 90'
7'
7'
8 hr.
SEC URE AGAINST
UPWARD MOVEMENT
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. 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.
ASTM F442 C PVC
B RANC HL'NE
F1 00/
CEILING
FLOOR
FLOOR JOISTS
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
SEC URE AGAINST
UPWARD MOVEMENT
ASTM F442 C PVC
BRANO HONE
C EILIZ
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
FLOOR JOISTS
STEEL PIPE
B LAZEMASTE?P C PVC
✓ E.4ALE ADAPTER
rff
f" A
Aa (D -8')+B D 30'
A: (D-203mm)+B ' D 762mm
SOFFIT FORMULA
PIPE 851)05R
(CLOSE TO TEE)
ASTM 0442 C PVC
B RANC HLINE'
N
C EILING
C URE TIMES WITH ONE STEP SOLVENT CEMENT
200 psi (MAXIMUM) TEST PRESSURE
PIPE S!ZE
inches
.Ambient Temperature During
Cure Period
60'9 to 120'F
40'F to 59'F
1 1/2.
0'9 to 39'9
3/4"
45 min.
1.5 hr.
-1 3
24 hr.
6
45 min.
1.5 hr.
12
24 hr.
1 )4"
1.5 hr.
16 hr.
1
120 hr.
11-..
1.5 hr.
16 hr.
_L Bot/ 90'
120 hr.
2"
8 hr.
36 hr.
1 1
See Note 1
2')4"
8 hr.
72 hr.
57.3'
See Note 1
3"
8 hr.
72 hr.
4-
See Note 1
Note 1
For these sizes, the solvent cement can be applied at temperatures
be'.o'.v 32'F, however, the sprinkler system temperature must be raised to
o 'emperature of 32'F or above and allowed to cure per the above
__ommendatians prior to pressure testing.
ALLOVIANC E FOR FRICTION LOSS IN C PVC FITTINGS
(EXPRESSED IN EQUIVALENT FEET OF PIPE)
FITTING
PIPE DIAMETER
3/4'
1
11/4'
1 1/2.
2'
71/2'
3•
IEE B RANC
-1 3
5
6
8
10
12
15
1st RUN
i
1
1
1
1
7
2
_L Bot/ 90'
7
7
8
9
1 1
12
13
ELBOW 45
1
57.3'
2
3"
2
3
4-
C OUPLING
1
1
1
1
1
2
2
WOOD JOISTS
FIRE SPRINKLER
t:59 INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
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.c
PIPE
SIZE
A
B
C
MAX.
HANGER
(FT)
3/4"
3 1/8"
19/16
13/16
51/2
1"
33/8"
111/16
13/16
6
1 1/4"
4 3/16"
2 3/32
13/16
6 1/2
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 0442)
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)
11/4-
(32.0)
6.5'
(2.0)
11
(40.0)
7.0'
(2.1)
2"
(50.0)
8.0'
(2.4)
2)6"
(65.0)
9.0'
(2.7)
3"
(80.0)
10.0'
(3.0)
C URE TIMES WITH ONE STEP SOLVENT CEMENT
200 psi (MAXI1,IUM) TEST PRESSURE
PIPE SIZE
inches
Ambient Temperature During
Cure Period
60'F to 120'0
407 to 59'F
10'
CF to 39'F
3/4-
45 min.
1.5 hr.
3/4
24 hr.
1"
45 min.
1.5 hr.
45.1'
24 hr.
90.6
1.5 hr.
16 hr.
1 .0
120 hr.
1 (4"
1 .5 hr.
16 hr.
56.3'
120 hr.
2"
8 hr.
36 hr.
5.0'
See Note 1
2(4
8 hr.
72 hr.
57.3'
See Note 1
3"
8 hr.
72 hr.
8.5'
See Note 1
Note 1
For these sizes. the solvent cement can be applied at temperatures
below 32'9, hov;ever, the sprinkler system temperature must be raised to
temperature of 32T 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 (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 .0
6.3'
12.3
25.0
36.0`
56.3'
72.3
100.1'
13/4
0.8'
5.0'
9.7'
19.8'
28.5.
44.6'
57.3'
79.3'-
1 %'
0.7-
4.3'
8.5'
1 7.3"
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'
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'
BACKFLOW ASSEMBLY REQUIRED IS PER STATE PLUMBING CODE
NOT F RREE DEPARTnM NT ISREQUIRED
PART OF THE POTABLE WATER SYSTEM
PERMITING AND INSTALLATION AND TESTING TO BE DONE BY OTHERS
ORCO
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
L2
7
L feet
lLti (7
OWNER INFORMATION
NAME
RSVP REAL ESTATE, INC.
ADDRESS
10900 NE 8TH ST, STE 1000
BELLEVUE, WA
PHONE
206-244-1900
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.
5146 SQ.FT.
TYPE
Wood Frame
OCCUPANCY
Residential
LEGAL DESCRIPTION
TAX PARCEL ID# 0042000131
Li(44A,LN S .
.020111101/0 _10
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1 t�1.I'1A !NET.. SIG ATE J•
CER i I (' TE OF C'Q A E i1 . 4ci 3
FIRE PIIOTECTtali SPROSALER SYS
Edwin P. Cogar
4296.11496-CGG Level
/twee Fire Proton,
NARC€1'I5.40
samiloo mosieiltlrw01D00m01
4652 S 146TH ST
TUKVITILLA, WA 98178
CONTRACTOR: NORCO FIRE PROTETION, INC.
TUI
PLD
/IO2i5O
SII
FIRE
PIPING PLAN
AREA 1
PERMIT NO.
CONTRACT NO.
N19092
APPROVAL
TUKWILLA FIRE
DRAWN BY
ED COGAR
SCALE
1/8" = 1'-0"
DATE
10/15/19
REVISED
PLOTTED
FP1of1