HomeMy WebLinkAboutPP - 14828 46TH LN S - UNKNOWN - PERMITS AND PLANS14828 46TH LN S
ASSOCIATED PERMITS
18-5-003 D17-0198
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PIERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: ct/ 1.44 5,(Ow (at
W
Type of Inspection
, ( 4jPntact
Suite#: �`' %; ��
Person:Suite
�
Special Instructions:
Phone No.:
Approved per applicable codes.
riCorrections required prior to approval.
COMMENTS:
“e,/ 4'notL alc
(-( � tef FisS
fre-linkt —
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: 4 CQ—
Date: /AM f�
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
/g -s- 603
PIERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: 11°q^43° 4711 &
dit U
Type of In� ion:
Address:
Suite #: / ygze ix L N.
Contact Person:
Special Instructions:
Phone No.:
t
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
T.�n/4;11. - ASS
V- ± C\jLr
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
M53
Date: 2121 / 5
Hrs.:
1. 0
$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
4? -5 -otos
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-5754407
Project:/
10/41,i r/oryl c 6or6
of Inspection:
c dve-rz—
Address:Contact
Suite #: (41d4-6614 5_
Person:
Special Instructions:
Pre -Fire:
Phone No.:
per applicable codes.
.k[forrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Al e --FD 7-/r/67 6� s
&--0 F
,/ 4-L1"/C7 4) 5(A'/Ale-----,
e— 6t, .
C. u— tA7ftiE),–) ere-e)C.e
(l6 1 -?=---
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
V v`
Date:
i -i 3 f 1 X
Firs.:/
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 8
TUKWILA, WASHINGTON
FILE NUMBER: N16020
DATE: 6/6/16
-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): 26.1 gpm
FLOW AND PRESSURE (@ BOR): 26.1 gpm @ 33.5 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: NORCOFP015J0
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271)
HRS SYSTEMS, INC.
TUCKER, GA 30084
WASHINGTON STATE
CE!'TIFICATB OP COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEME
Edwin P.o r
4295-049 -(,L' Level 3
Norco Fire Prrtec ' • n
NORCOFP
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
~DATE: 12/19/2017 C:\HASS DATA\HASS\2017 CALCS\N17097 SIDHU LOT 8 .SDF
JOB TITLE: N17097 SIDHU LOT 8
WATER SUPPLY ANALYSIS
Static: 75.00 psi Resid: 73.00 psi Flow: 50.0 gpm
LEGEND
1 M Avaiiable pressure
74.40 psi @ 26.1 gpm
2 E Required pressure
51.03 psi @ 26.1 gpm
A. Source Supply Curve
B. System Demand Curve
20 30 40 50 60 70 80 90 100
FLOW (GPM)
ote: (1) Dashed Lines indicate extrapolated values from Test Results
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
,DATE: 12/19/2017 C:\HASS DATA\HASS\2017 CALCS\N17097 SIDHU LOT 8 .SDF
JOB TITLE: N17097 SIDHU LOT 8
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 75.0 73.0 50.0 74.4 26.1 51.0
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 26.1 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
1 29.0 K= 4.90 7.0 13.0
2 29.4 - - - - 7.3 - - -
3 29.0 K= 4.90 7.1 13.1
4 29.4 - - - - 7.4
5 29.4 8.2
6 29.4 8.2
7 19.4 13.1
8 19.4 13.9
9 19.4 16.4
10 9.4 22.2
W 7.4 25.9
B 0.0 46.4
C 0.0 37.9
D 0.0 36.1
E 2.0 33.5
F 2.0 29.0
A 0.0 SOURCE 51.0 26.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 12/19/2017 C:\HASS DATA\HASS\2017 CALCS\N17097 SIDHU LOT 8 .SDF
JOB TITLE: N17097 SIDHU LOT 8
NFPA PIPE DATA
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Z
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 4.90 13.0 Disch 5.0 10.75 150 0.3
2 29.4 7.3 0.0 1.000 5.00 -0.2
1 29.0 7.0 13.0 1.101 15.75 0.031 0.5
Pipe: 2 4.90 13.1 Disch 5.0 10.75 150 0.3
4 29.4 7.4 0.0 1.000 5.00 -0.2
3 29.0 7.1 13.1 1.101 15.75 0.031 0.5
Pipe: 3 0.0 0.0 1.5 14.25 150 0.1
4 29.4 7.4 4.5 1.000 1.50 0.0
2 29.4 7.3 4.5 1.101 15.75 0.004 0.1
Pipe: 4 0.0 4.5 2 6.5 7.29 150 0.7
5 29.4 8.2 13.1 3 1.000 6.50 0.0
4 29.4 7.4 17.6 1.101 13.79 0.054 0.7
Pipe: 5 0.0 17.6 4 32.5 75.91 150 0.1
6 29.4 8.2 -16.0 8 1.000 32.50 0.0
5 29.4 8.2 1.6 1.101 108.41 0.001 0.1
Pipe: 6 0.0 0.0 18.0 45.38 150 0.9
6 29.4 8.2 8.5 1.000 18.00 0.0
2 29.4 7.3 8.5 1.101 63.38 0.014 0.9
Pipe: 7 0.0 17.6 4 19.0 12.08 150 5.7
8 19.4 13.9 -1.6 6 1.000 19.00 4.3
5 29.4 8.2 16.0 1.101 31.08 0.045 1.4
Pipe: 8 0.0 8.5 2 19.0 11.41 150 4.9
7 19.4 13.1 1.6 5 1.000 19.00 4.3
6 29.4 8.2 10.1 1.101 30.41 0.019 0.6
Pipe: 9 0.0 0.0 8.0 30.62 150 0.7
8 19.4 13.9 10.1 6 1.000 8.00 0.0
7 19.4 13.1 10.1 1.101 38.62 0.019 0.7
Pipe: 10 0.0 10.1 7 28.0 54.87 150 2.5
9 19.4 16.4 16.0 5 1.000 28.00 0.0
8 19.4 13.9 12.9 1.101 82.87 0.030 2.5
Pipe: 11 0.0 10.1 7 36.0 91.04 150 8.3
10 9.4 22.2 16.0 5 1.000 36.00 4.3
8 19.4 13.9 13.2 1.101 127.04 0.031 4.0
Pipe: 12 0.0 0.0 24.0 25.17 150 5.8
10 9.4 22.2 12.9 8 1.000 24.00 4.3
9 19.4 16.4 12.9 1.101 49.17 0.030 1.5
Pipe: 13 0.0 12.9 9 20.5 4.71 150 3.7
W 7.4 25.9 13.2 8 1.000 20.50 0.9
10 9.4 22.2 26.1 1.101 25.21 0.111 2.8
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
,DATE: 12/19/2017 C:\HASS DATA\HASS\2017 CALCS\N17097 SIDHU LOT 8 .SDF
JOB TITLE: N17097 SIDHU LOT 8
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) Z
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 14 0.0 0.0 7.00 150 3.1
F 2.0 29.0 26.1 10 1.000 0.00 2.3
W 7.4 25.9 26.1 1.101 7.00 0.111 0.8
Pipe: 15 0.0 Fixed Pressure Loss Device
E 2.0 33.5 26.1 W 4.5 psi, 26.1 gpm
F 2.0 29.0 26.1
Pipe: 16 0.0 0.0
D 0.0 36.1 26.1 F
E 2.0 33.5 26.1
Pipe: 17 0.0 0.0
C 0.0 37.9 26.1 E
D 0.0 36.1 26.1
1.000
0.998
1.500
1.610
10.00 150
0.00
10.00 0.179
100.00 150
0.00
100.00 0.017
Pipe: 18 0.0 Fixed Pressure Loss Device
B 0.0 46.4 26.1 D 8.5 psi, 26.1 gpm
C 0.0 37.9 26.1
Pipe: 19 Source 0.0
A 0.0 51.0 26.1 C
B 0.0 46.4 26.1
NOTES (HASS):
1.000 T: 5.9
0.998
20.00 150
5.93
25.93 0.179
(1) Calculations were performed by the HASS 8.7 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 0.018 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 10.7 ft/sec at pipe 19.
(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
73.88 psi with a flow of 36.55 gpm.
2.7
0.9
1.8
1.7
0.0
1.7
4.6
0.0
4.6
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
,DATE: 12/19/2017 C:\HASS DATA\HASS\2017 CALCS\N17097 SIDHU LOT 8 .SDF
JOB TITLE: N17097 SIDHU LOT 8
(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 ChkV1v 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 GatVly AlmChk DPV1v Tee
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 ChkVly Gate
1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40
67'-0"
67'-0"
36' IEN:LUU HANDRAILS
42' 42EUU6 G642606A1S
LANDING
46 SCFE.
FRENCH DOORS
S.G./7EOPERRED
INT OF µRUNG BELOW
9'-2" _ 7'-8" I 10'-4" 7'-4
FAMILY ROOM
4'-51/2"
BEDROOM -4
22'X30
ATTIC
ACCTS
4'-10 1/2"
N
634065
• /851 D/
-102
'-9 1/2"
15-1 O
15'-S 1/2"
3'-3 1/Z" DiSUITE
1,
LAUNDRY
1'-6 1/2"
SOLID C.
8EATH00851fOP
SELF -CLOSER
BEDROOM -1
8'-11 1/2"
I 7-71/2'1
42' IONIAN GUARDRAILS
b
M,BATH
-4112"
36' 14I60PJ0 HANDRAILS
36' 7000 HAYDRA'LS
N
- G
- 11'-3"
UNE OF FL..' AB.
T.14. JOISTS
LIVING
1PDT TO
MOW
BEDROOM -2
COVERED
BALCONY
73 SCUT.
42' 604035
GUARDRAILS
M
1MAIN FLOOR SPRINKLER PIPING PLAN
-
67'-0"
16'-0"
20'-0"
12'-0"
19'-0"
6'86' POST ON
10'XIO' GONG.
PER ON 3'%3%10'
GONG. FOORNG 7TP.
Yyp
-ThEAL>-
COVERED
PATIO
16'-0"
'5'-31/2" 12'-0 1/2"
' M
8'-2" -
1
12-012
N
EGREATION 15'-10"
ROOM
1
8'-2"
0-91
8-2 ED
FUR SPRINKLER RISER LOCATION
11'-3"
- 6'06' POST ON
10'x10' CONC.
PIER CN Y%3'XIO'
CS6C. F001160 411H f4
ROAR or 0.5.
T. 14 HON. 11P.
18'-9"
YIP
-- ' NNINUU HANDRAAS
It
15-1
9c.ffi
6'-8"
115
912 CAMEE ROOM
N
5'-5" = 5'_9"
-5
BELL
f l
Kl
6'-9"
N
6'-9"
29'-6"
12'-6"
10'-0"
'NEATER
0
15'-0"
67'-0"
LOWER FLOOR
1/8' - 1'-0'
RINKLER PIPING PLAN
BLAZEMASTER0 PIPE DIMENSIONS
SDR 13.5 (ASTM F442)
INCHES (MIWMETERS)
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
1334" (40.0)
1.900 (48.3)
1.598 (40.6)
.548
2" (50.0)
2.375 (60.3)
2.003 (50.9)
.859
234" (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
R-11 BAT MINIMUM
SECURE INSULATION TO JO
INSULATION TO SHEETROCK LEVEL -
CUT INSULATION TO PUSH DOWN BETWEEN JOIST
TENTING DETAIL C
s
8' 10' 12' 14' 16' 18'
INSULATION TO SHEETROCK LEVEL
1/2' SHEETROCK
NOTES
6" ELECTRIC BELL
WIRING AND CONDUIT BY OTHERS
SECURE INSULATION TO JOIST
R-11 BAT MINIMUM
TENTING DETAIL A
R-11 BAT MINIMUM
TENTING DETAIL B
INSULATION DOWN TO SHEETROCK LEVE
2' ATTIC JOIST
INSULATION TO SHEETROCK LEVEL
11
2' ATTIC JOIST
REVISIONS
2 X AM CF ROOF FRAMED
R-49 AMC IISIATXW
1f• DRY845L
2'%r 80TTW
TREATED PLATE
10'-0"
rh UPPER FLOOR SPRINKLER PIPING PLAN
1/8.- T-0'
12
4r -
NOTE:
TRUSS LAYOUT WILL BE PROVIDE)
TO THE PLAN EXAMINER 7 DAYS
IN ADVANCE BEFORE INSTALLATION
FOR APPROVAL, DESIGNED BY
TRUSS CO. ENG.
F--11611211.
S/E OETER66D BY
CPDOLG t�T11)
GIN
SPS 21.4 012b.0
TABLE 1
MAXIMUM SUPPORT SPACING DISTANCE
END LINE SPRINKLER HEAD DROP ELBOW
PIPE SIZE
inches
SYSTEM PRESSURE
< 100 psi
> 100 psi
3/4"
9"
6"
1"
12"
9"
114"
16"
12"
134"-3"
24"
12"
TABLE 2
MAXIMUM SUPPORT SPACING DISTANCE
INLINE SPRINKLER HEAD DROP TEE
AIPE SIZE
SYSTEM PRESSURE
7 inches
< 100 psi
> 100 psi
3/4"
4'
3'
1"
5'
4'
134'
6'
5'
1134"-3"
7'
7'
11E ROOF
184 SIRRNFPI0,
RAM AT PAPER
VENTINGY
I \ m s
1" CPVC ADAPTER
1" CPVC--," s 1 =
1" STEEL PIPE
1' STEEL PIPE
1" STEEL PIPE
1" BACKFLOW DEVICE
AMES
1"COPPER ADAPTER
Ftnish Flow
1C i 34" MOM 80.T5
r aaSSDIT
0 48' 5PA@40
8'11424 CMG. MALL
DRAIN TIE
CONCRETE RA8 M16 IN. TAM MEM
C,4R 4' COW= SAID Aro CRAWL BASE
0), BUILDING SECTION A
1/8'
1" GALV STEEL 90*
ELECTRIC BELL
WIRING AND CONDUIT
AND INSTALLATION
TO BE BY OTHERS
CENTRAL
RFE��ANFFIA FOLLLDWEH
PRESS GAUGE
SIGNS ON BODY
DRAIN
NORCO FIRE PROTECTION
POINT OF CONNECTION
DRAIN TO DISCHARGE
OUTSIDE OF BUILDING
1' COPPER UNE
FLOOR
---A
CPVC DROP
d = 0.329
FIRE SPRINKLER
CPVC DROP
FIRE SPRINKLER
RISER DETAIL
scale 12"=1'-O
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
SYMBOLS LEGEND
® SYSTEMS RISER
o RISE UP
e DROP DN
�-, 2 WAY EARTHQUAKE BRACE
4-1-.7-I- 4 WAY EARTHQUAKE BRACE
GROOVED COUPLING 0
\#01 HANGER TYPE AND LOCATIONFAT>
O UPRIGHT HEAD
CA
25
® PENDENT HEAD
D SIDE WALL HEAD
UPRIGHT OVER PENDENT
PIPE SIZING
HYDRAULIC CALC NODE
REVISION NUMBER
BRANCH LINE NUMBER
WELD TAG NUMBER
DATE
DESCRIPTION
BY
SYM
o
a
J. Fun dk8;0Rl01lt--1
TEMP
K
NPT
3/4' TAG PLY4000
MFG.
MODEL#
ESCUT
TAL.OSB M/
II
38
G-
CROSS ENDOW CR BAUD
OR AS PER FLOOR COM
160
4.9
i
BYowe
RELIABLE
RC 49
0
I
Defaul
®°
1" CPVC ADAPTER
1" CPVC--," s 1 =
1" STEEL PIPE
1' STEEL PIPE
1" STEEL PIPE
1" BACKFLOW DEVICE
AMES
1"COPPER ADAPTER
Ftnish Flow
1C i 34" MOM 80.T5
r aaSSDIT
0 48' 5PA@40
8'11424 CMG. MALL
DRAIN TIE
CONCRETE RA8 M16 IN. TAM MEM
C,4R 4' COW= SAID Aro CRAWL BASE
0), BUILDING SECTION A
1/8'
1" GALV STEEL 90*
ELECTRIC BELL
WIRING AND CONDUIT
AND INSTALLATION
TO BE BY OTHERS
CENTRAL
RFE��ANFFIA FOLLLDWEH
PRESS GAUGE
SIGNS ON BODY
DRAIN
NORCO FIRE PROTECTION
POINT OF CONNECTION
DRAIN TO DISCHARGE
OUTSIDE OF BUILDING
1' COPPER UNE
FLOOR
---A
CPVC DROP
d = 0.329
FIRE SPRINKLER
CPVC DROP
FIRE SPRINKLER
RISER DETAIL
scale 12"=1'-O
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
SYMBOLS LEGEND
® SYSTEMS RISER
o RISE UP
e DROP DN
�-, 2 WAY EARTHQUAKE BRACE
4-1-.7-I- 4 WAY EARTHQUAKE BRACE
GROOVED COUPLING 0
\#01 HANGER TYPE AND LOCATIONFAT>
O UPRIGHT HEAD
CA
25
® PENDENT HEAD
D SIDE WALL HEAD
UPRIGHT OVER PENDENT
PIPE SIZING
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.
II
38
CONCEALED
WHITE
160
4.9
1/2"
7/16
RELIABLE
RC 49
2"
Defaul
®°
5
DRY PEND
WHITE
160
5.6
1"
1/2
RELIABLE
F3QR
ELBOW 45'
Defaul
43 TOTAL HEADS ON THIS PROJECT
DP. P180. BALL
2-YX4'
ITP PUTT: 2'X4' sue or CC
R-21 104 Ht7I. 2'X4' PRA. BOTTOM PLATE
8/ 1/2-3 AS. PPR 518. SHT. 1/2. 6158 811121. TYP.
SECURE AGAINST
UPWARD MOVEMENT
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.
ASTM F442 CPVC
BRANCHLIIkJE
FLOOR
CEILING
FLOOR
FLOOR JOISTS
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
SECURE AGAINST
UPWARD MOVEMENT
ASTM F442 CPVC
BRANCHLI E
CEILING
W. EXT. WALL COSTRUOR@4
SONG
J{t' OSB 810110$40
2'70' STUDS ate 0.0
821 BATT 46ULA1158
18' GYPSUM BOARD
14A9I 10 tiff
-rat
-YAP= RAMER
-DRYWALL
FN90D GRADE
Otlfrv
Note:
Section notes by P. Eng. shall
have precedence over designer's
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
FLOOR JOISTS
FAL CR BETTER SPRAY CR
RIGID GDNT. INSUL BEIMEEN
CCNC 11,4I1. AND SI=
STEEL PIPE 11111
BLAZEMASTEI ' CPVC
EMALE ADAPTER
A
A: (D -8")+B ' D 30"
Al, (D-203mm)+B s D 762mm
SOFFIT FORMULA
PIPE HANGER
(CLOSE TO TEE)
K
CEILING
CURE TIMES WITH ONE S'SOLVENT CEMENT
200 psi (MAXIMUM) ILSI PRESSURE
PIPE SIZE
inches
Ambient Temperature During Cure Period
60'F to 120'F
407 to 59'F
OT to 39'F
3/4"
45 min.
1.5 hr.
24 hr.
1"
45 min.
1.5 hr.
24 hr.
134"
1.5 hr.
16 hr.
120 hr.
1334"
1.5 hr.
16 hr.
120 hr.
2"
8 hr.
36 hr.
See Note 1
21%4'
8 hr.
72 hr.
See Note 1
3"
8 hr.
72 hr.
See Note 1
Note 1 For these sizes, the solvent cement con 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.
ALLOWANCE FOR FRICTION LOSS IN CPVC FITTINGS
(EXPRESSED IN EQUIVALENT FEET OF PIPE)
FITTING
PIPE DIAMETER
3/4"
1"
1 %"
1'h..
2"
21h"
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
K
FIRE SPRINKLER
ASTM F442 C PVC
BRANCHLINE
WOOD JOISTS
* NSF 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.0
PIPE
SIZE
A
B
C
MAX.
HANGER
SPACING
(FT)
3/4"
31/8"
19/16
13/16
51/2
1"
33/8"
111/16
13/16
6
11/4"
43/16"
23/32
13/16
6112
1 1/2"
4 7/16'
2 7/32
13/16
7
2"
4 7/8"
2 7/16
1 3/16
8
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)
1134"
(32.0)
6.5'
(2.0)
1334"
(40.0)
7.0'
(2.1)
2"
(50.0)
8.0'
(2.4)
234"
(65.0)
9.0'
(2.7)
3"
(80.0)
10.0'
(3.0)
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.
134"
1.5 hr.
16 hr.
120 hr.
1131"
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 (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"
36.0"
56.3"
72.3"
100.1"
11/4"
0.8"
5.0"
9.7"
19.8"
28.5"
44.6"
57.3"
79.3"
1 h"
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"
21h"
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"
BACKFLOW ASSEMBLY REQUIRED IS PER STATE PLUMBING CODE
BACKFLOW ASSEMBLY IS REQUIRED BY WATER DEPARTMET
NOT FIRE DEPARTMENT AND IS PART OF THE POTABLE WATER SYSTEM
PERMITING AND INSTALLATION AND TESTING TO BE DONE BY OTHERS
L2
D
ORCO
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
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
•
VICINITY MAP
WASHINGTON STATE
CERTIFICATE OP COMPETENCY
luta PROTEc71ioN $PRIHIa3A :yams
NOR
d21 g 04.9 q r
NorcoCOF Fire P Lgvet- , I6n l a Inc
•'
SIDHU HOMES LOT 8
14828 46TH LANE S
TUKWILLA, WA 98178
CONTRACTOR NORCO FIRE PROTETION, INC.
PAID
Prc 21201?
TUKWILA FIRE
PIPING PLAN
AREA 1
PERMIT NO.
CONTRACT NO.
N17097
APPROVAL
TUKWILLA FIRE
DRAWN BY
ED COGAR
SCALE
1/8" = 1'-0"
DATE
12/12/17
REVISED
PLOTTED
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