HomeMy WebLinkAboutPP - 14837 46TH LN S - UNKNOWN - PERMITS AND PLANS14837 46TH LN S
ASSOCIATED PERMITS
18-5-017 D17-0247
INSPECTION NUMBER
1,4
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project
1461tite; 1
ion:
Type of s ectl�L 1�t- 17 7fin)01/(
Address:
Suite #:
fel S
Contact rson:
6--b
Special Instructions:
Phone No.:
proved per applicable codes.
Corrections required prior to approval.
COMMENTS:
riviile,(4,c elk/( o �
e•ActAei— rtAr polt/CS
6a -r- — a
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
thel
S-21.,
Date: (1 (6 / r
Hrs.:
n $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
v
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
p/7-02cr;
—01-7
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: /A / h
rZe,/
Type °A pest i n: /6o cy
Address: //37
Suite #:�i
Gn/
Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
J\ Approved per applicable codes.
1 1 Corrections required prior to approval.
COMMENTS:
-17) covo,K—
76diet
O"
ZE{aes E�
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: ,4z__
Date: ,Witfi t
Hrs.: /
n $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
- oZ' '1
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
if
�t
Type of Inspection:sl, die
co
Address:
Suite #: /7 7
(p b s .
Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
riApproved per applicable codes.
COMMENTS:
Corrections required prior to approval.
z.
eGVIC epeaz rn-f4 ke.4;ei evo--(-1
- / 3•r_ - s_ tai
TWN.E�o ri
d/
0A1/ //4"..€14 -re,
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
%
Date:
3/77/
Hrs.:
/ , v
v 1 i
$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 9
TUKWILA, WASHINGTON
FILE NUMBER: N17098
DATE: 12/29/17
-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 @ 28.3 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
•
t[',ASNINOTON STATE
cV 1 WICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYMMS
4295 0499 3 Level 3
Norco Fire Protec '• •, I
NORCOF
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 1/4/2018 C:\HASS DATA\HASS\2017 CALCS\N17098 SIDHU LOT 9.SDF
JOB TITLE: N17098 SIDHU LOT 9
WATER SUPPLY ANALYSIS
G
A
U
G
E
P
R
E
S
S
U
R
E
80.0
1
70.0
60.0
50.0
2
40.0
30.0
20.0
10.0
P 0.0
s
i
Static: 75.00 psi Resid: 20.00 psi Flow: 4856.0 gpm
LEGEND
1 M Available pressure
75.00 psi @ 26.0 gpm
2 M Required pressure
45.22 psi @ 26.0 gpm
A. Source Supply Curve
B. System Demand Curve
-14.7 1 I 1 1 I 1 1
10C150C2000 2500 3000 3500 4000 4500 5000
FLOW (GPM)
rte: (1) Dashed Lines indicate extrapolated values from Test Results
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 1/4/2018 C:\HASS DATA\HASS\2017 CALCS\N17098 SIDHU LOT 9.SDF
JOB TITLE: N17098 SIDHU LOT 9
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 20.0 4856.0 75.0 26.0 45.2
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 7.0 13.0
2 19.0 K= 4.90 7.0 13.0
3 19.4 7.6
4 19.4 8.2
5 19.4 7.6
6 19.4 7.9
7 9.4 15.3
W 7.4 20.8
B 0.0 42.4
C 0.0 33.9
D 0.0 32.1
E 2.0 28.3
F 2.0 23.8
A 0.0 SOURCE 45.2 26.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
PATE: 1/4/2018 C:\HASS DATA\HASS\2017 CALCS\N17098 SIDHU LOT 9.SDF
JOB TITLE: N17098 SIDHU LOT 9
NFPA 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) 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 13.78 150 0.0
1 19.0 7.0 -11.6 3 1.000 5.00 0.0
2 19.0 7.0 1.4 1.101 18.78 0.001 0.0
Pipe: 2 4.90 13.0 Disch
3 19.4 7.6 -1.4 1
2 19.0 7.0 11.6
Pipe: 3 0.0 11.6 2
4 19.4 8.2 -5.4 6
3 19.4 7.6 6.2
Pipe: 4 0.0 14.4 1
4 19.4 8.2 -4.8 6
5 19.4 7.6 9.6
Pipe: 5 4.90 13.0 Disch
5 19.4 7.6 1.4 2
1 19.0 7.0 14.4
Pipe: 6 0.0 14.4 1
6 19.4 7.9 -9.6 4
5 19.4 7.6 4.8
Pipe: 7 0.0 11.6 2
6 19.4 7.9 -6.2 4
3 19.4 7.6 5.4
Pipe: 8 0.0 5.4 3
7 9.4 15.3 4.8 5
6 19.4 7.9 10.2
Pipe: 9 0.0 9.6 5
7 9.4 15.3 6.2 3
4 19.4 8.2 15.8
Pipe: 10 0.0 15.8 4
W 7.4 20.8 10.2 6
7 9.4 15.3 26.0
Pipe: 11 0.0 0.0
F 2.0 23.8 26.0 7
W 7.4 20.8 26.0
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
8.0
21.0
11.5
5.0
13.0
18.0
67.0
38.0
27.5
22.00 150
8.00
30.00 0.025
52.44 150
21.00
73.44 0.008
21.88 150
11.50
33.38 0.017
14.58 150
5.00
19.58 0.037
43.25 150
13.00
56.25 0.005
27.12 150
18.00
45.12 0.006
90.93 150
67.00
157.93 0.020
25.53 150
38.00
63.53 0.044
14.08 150
27.50
41.58 0.111
6.00 150
0.00
6.00 0.111
Pipe: 12 0.0 Fixed Pressure Loss Device
E 2.0 28.3 26.0 W 4.5 psi, 26.0 gpm
F 2.0 23.8 26.0
Pipe: 13 0.0 0.0
D 0.0 32.1 26.0 F
E 2.0 28.3 26.0
1.000 2E: 4.7
0.998
12.00 150
4.74
16.74 0.178
0.6
-0.2
0.7
0.6
0.0
0.6
0.6
0.0
0.6
0.5
-0.2
0.7
0.3
0.0
0.3
0.3
0.0
0.3
7.4
4.3
3.1
7.1
4.3
2.8
5.5
0.9
4.6
3.0
2.3
0.7
3.9
0.9
3.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
PATE: 1/4/2018 C:\HASS DATA\HASS\2017 CALCS\N17098 SIDHU LOT 9.SDF
JOB TITLE: N17098 SIDHU LOT 9
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)
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 14 0.0 0.0
C 0.0 33.9 26.0 E
D 0.0 32.1 26.0
1.500
1.610
100.00 150 1.7
0.00 0.0
100.00 0.017 1.7
Pipe: 15 0.0 Fixed Pressure Loss Device
B 0.0 42.4 26.0 D 8.5 psi, 26.0 gpm
C 0.0 33.9 26.0
Pipe: 16 Source 0.0
A 0.0 45.2 26.0 C
B 0.0 42.4 26.0
NOTES (HASS):
1.000 T: 5.9
0.998
10.00 150
5.93
15.93 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 0.008 gpm and a maximum
imbalance at any node of 0.106 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 10.7 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
74.99 psi with a flow of 39.82 gpm.
(6) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
2.8
0.0
2.8
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 1/4/2018 C:\HASS DATA\HASS\2017 CALCS\N17098 SIDHU LOT 9.SDF
JOB TITLE: N17098 SIDHU LOT 9
PAGE: *
Diameter
(in)
0.998
PAGE: A
Diameter
(in)
1.610
PAGE: F
Diameter
(in)
1.101
MATERIAL: S40 HWC: 120
Equivalent Fitting Lengths in Feet
E T L C B G A D
Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v
1.57 3.92 1.57 3.92 4.71 0.78 7.84 7.84
MATERIAL: S40 HWC: 120
Equivalent Fitting Lengths in Feet
E T L C B G
Ell
4.00
A D
Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v
8.00 2.00 9.00 6.00 1.00 10.00 10.00
MATERIAL: CPVC HWC: 150
Equivalent Fitting Lengths in Feet
F E T R K C
F45 El Tee RunT Kplg ChkVly
1.40 2.50 6.00 1.70 1.00 8.00
G
Gate
0.40
N
NPTee
3.92
N
Tee
8.00
67'-0"
f0
LINE OrTLOOR-BELOW
7'-9 1/2" /
4'-91/2" 2'-2 1/2"
MASTER
BEDROOM
LAUNDRY
1'-11 1/2"
4r MINI
UM GUARDRAILS
M BATH.
\ .
NINIMUM GUARDRAILS
36' MINIMUM HANDRAILS
1-412
/// I OPEN TO
(„qv/ 11'-4 1/2"
0o
BEDROOM -2
5'-9 1/2"
5'-10 1/2"
15'-O"
UPPER FLOOR SPRINKLER PIPING PLAN
1 /8" = 1'-O"
67'-O"
19'-O"
12'-0"
17'-O"
13'-2"
5,-10"
ECD
7'-10"
15'-8"
42- MINIMUM GUARDRAILS
36' MINIMUM HANDRAILS
LANDING
48 SOFT.
FRENCH DOORS
1
1..811
8'-0 1/2"
7'-7 1/2"
5'-6 1/2"
J
1®c
L
ISLAND
7
KITCHEN
F
2 PC
IRE SP"INKLER RISER LOCATION
1
7-0
LAM
11
NOOK
4
1
LIVING
OPEN TO
ABOVE
3'-11
/2"
FAMILY ROOM
8'-9"
BEDROOM -4
✓"
6-i 4-312
11'-3"
BATT -770
5/0 TUB/
SHOWER
>t -
36' MINIMUM HANDRAILS
OrFLO�RR A
FOYER
OPEN TO
ABOVE
0I
`?
PORCH ')
0 75 SOFT. a.-
H.W.
z
u_
L_
4------44857
5'-9"
1 1
5-5 / 3-4 'v
10-10
DI DING
5'-
15'-0"
10'-0"
12'-6"
►�4-1012
7
7'-
1/2"
POST
GARAGE
14'-2"
1>,
'0S6
c=GI
W
7' -ILL
0
BEAM
71-6"
eEIOT
16'-O"
V-6"
29'-6"
9'-0" 1'-9"
67'-0"
MAIN FLOOR SPRINKL
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
11A" (32.0)
1.660 (42.2)
1.394 (35.4)
.418
1136" (40.0)
1.900 (48.3)
1.598 (40.6)
.548
2" (50.0)
2.375 (60.3)
2.003 (50.9)
.859
2136" (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 INSUlAT1ON TO JO
INSULATION TO SHEETROCK LEVEL.
N
CUT INSULATION TO PUSH DOWN BETWEEN JOIST
-NW/ ANL WEr
TENTING DETAIL C
6' 8' 10' 12' 14' 16' 18'
INSULATION TO SHEETROCK LEVEL
1/2" SHEETROCK
NOTES
SECURE INSULATION TO JOIST
R-11 BAT MINIMUM
PIPING PLAN
6" ELECTRIC BELL
WIRING AND CONDUIT BY OTHERS
INSULATION DOWN TO SHEETROCK LEVEL
TENTING DETAIL A
R-11 BAT MINIMUM
2" ATTIC JOIST
YINSULA110N To sHEETROCK LEVEL.
7-2'
ATTIC JOIST
TENTING DETAIL B
REVISIONS
o Without Comments
As Noted in Red
o Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current City
standards. Acceptant ;s subject to e cors and
omissions which d(:' c/i authorize /iolations of adopted
.jndards and aT,;'1 f !E responsibility for the
,:1 2 uacy of y lotativ °.�tItt7 the designer.
Additions, deletio , ,of= to t.nese drawings after
this date and will require a
resubmitta,, qtr kr subsequent approval.
Final accept
Tne Tukwlia
Date: 1Co -
+cl test and Inspection by
lfydro reri.
rio,A, (L AI: A-) -I- 4- rev,,► -
6D.7PP,s\`i f 3FL;^a
call 20'5 !;'7S-„-it1-07 and
gi...m; this Fire e F ermit No.
:I;?d exact cddrbss for shut-
Jown or res res,Lorz,ton 3pprO aL
CCNC. TLE ROOF
1X4 STRAPPING.
BUILDING PAPER
RIDGE VENTING*
NOTE:
TRUSS LAYOUT WILL BE PROVIDED
TO THE PLAN EXAMINER 7 DAYS
IN ADVANCE BEFORE INSTALLATION
FOR APPROVAL, DESIGNED BY
TRUSS CO. ENG.
12
15
M. ETR. 8ALL CCILEMLICIION:O
BUILDING �
Re 058 SHEATHING
ems- S1'JOS 018' 0.C.
R21 BATT INSULATION
)' GYPSUM BOARD
EIMSH 70 06DE
-FRAMING
-INSULATION
-VAPOUR BARRIER
-ORMALL
10' x 9P ANCHOR BOLTS
Y EMBEDMENT 0 48" SPACING
.
-
-
.} isw
I
'
> 100 psi
BY O ERS
;
HEAIIFRS -�
(SEE
1"
i
9"
G1
16"
12"
BY OPENING
24"
12"
4.9
LL
7/16
RELIABLE
wIDR1)
2'
Defaul
t�1
DRY PEND
WHITE
-
5.6
1"
1/2
RELIABLE
F3QR
ELBOW 45'
STUDS 2X4 0 12.0.C.
1
2
2
aN
3
4
COUPLING
L. FLMR CONSOiL IC1XSN
PLY
yTUGWOOD
JOISTS W/
01054 BRIDGING OR BLOCKING
OR AS PER FLOOR DESIGN
-
-
SYSTEM PRESSURE
< 100 psi
> 100 psi
BY O ERS
;
6"
1"
12"
9"
G1
16"
12"
134"-3"
24"
12"
4.9
LL
7/16
RELIABLE
RC 49
TABLE 1
MAXIMUM SUPPORT SPACING DISTANCE
END UNE 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
INUNE SPRINKLER HEAD DROP TEE
PIPE SIZE
inches
SYSTEM PRESSURE
< 100 psi
> 100 psi
3/4"
4'
3'
1"
5'
4'
134"
6'
5'
1136"-3"
7'
7'
SECURE 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 CPVC
BRANCHLIJE
FLOOR
CEILING
FLOOR
FLOOR JOISTS
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
SECURE AGAINST
UPWARD MOVEMENT
ASTM F442 CPVC
BRANCHLf E
I'
CEILING
FLOOR JOISTS
FIRE SPRINKLER
*NSF INTERNATIONAL APP.ROVED FOR USE WITH POTABLE WATER
2 X TRUSS OFF ROOF
TRAILING
R-40 AIDC INSULATION
K• DR+*ALL
2'68' BOTTOM
18643ED PLATE
GRADE
B"FRCK CONC. WALL
DRAIN TILE
/4) 048"0.0.
+(4) 0 48' 0.0.
CONSTRUCTION JOINT
10' x 96" ANCHOR BOLTS
7' EMBEDMENT
0 48' SPACING
B'116C1( CONC. WALL
Note:
Section notes by P. Eng.
shall have precedence
over designer's notes.
1" CPVC ADAPTER
1" CPVC
--te_._._.---- 1" GALV STEEL 90°
1,111A114 WN INUOUS
R AS CALCl11ATED
BY CML ENO
BUILDING SECTION A
(1) 14
1/8" = 1'-0"
1" STEEL PIPE
1" STEEL PIPE
1" STEEL PIPE
1" BACKFLOW DEVICE
AMES
1' COPPER ADAPTER
Knish Floor
ELECTRIC BELL
WIRING AND CONDUIT
AND INSTALLATION
TO BE BY OTHERS
CENTRAL
RISER MANIFOLD Wil.
(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
FLOOR
CPVC DROd = 0.329
CEILING
FIRE SPRINKLER
CPVC DROP
FIRE SPRINKLER
RISER DETAIL
scale 1/2"=1'-0"
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
® SYSTEMS RISER
o RISE UP
• DROP DN
2 WAY EARTHQUAKE BRACE
4 WAY EARTHQUAKE BRACE
o GROOVED COUPLING
\#01HANGER TYPE AND LOCATIO
o UPRIGHT HEAD
® PENDENT HEAD
D SIDE WALL HEAD
LEGEND
25OA
UPRIGHT OVER PENDENT
PIPE SIZING
HYDRAULIC CALC NODE
REVISION NUMBER
El BRANCH LINE NUMBER
PT> WELD TAG NUMBER
DATE
DESCRIPTION
BY
SYM
CNT
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODEL#
ESCUT
CONN.
I;I
28
CONCEALED
WHITE
160
4.9
1/2"
7/16
RELIABLE
RC 49
2'
Defaul
t�1
5
DRY PEND
WHITE
160
5.6
1"
1/2
RELIABLE
F3QR
ELBOW 45'
Defaul
33 TOTAL HEADS ON THIS PROJECT
DAT
ON
DRAIN TILE
STEEL PIPE 11111
BLAZEMASTElt, CPVC
EMALE ADAPTER
r�maovvvoo�oo�ioi000i =I
A= (0-8")+B s D 30"
A: (D-203mm)+B s D 762mm
SOFFIT FORMULA
PIPE HANGER
(CLOSE TO TEE)
ASTM F442 CPVC
BRANCHUNE *
X
CEIUNG
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
0'F to 39'F
3/4'
45 min.
1.5 hr.
24 hr.
1'
45 min.
1.5 hr.
24 hr.
11A"
1.5 hr.
16 hr.
120 hr.
134"
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.
ALLOWANCE FOR FRICTION LOSS IN CPVC FITTINGS
(EXPRESSED IN EQUIVALENT FEET OF PIPE)
FITTING
PIPE DIAMETER
3/4"
1"
14"
13"
2"
2W"
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
WOOD JOISTS
FIRE SPRINKLER
* 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"
3 1/8"
19/16
l 3/16
51/2
1"
33/8"
111/16
13/16
6
11/4"
43/16"
23/32
13/16
61/2
1 12"
4 7/16"
2 7/32
1 3/16
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)
114"
(32.0)
6.5'
(2.0)
134"
(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 397-
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.
1164"
1.5 hr.
16 hr.
120 hr.
2"
8 hr.
36 hr.
See Note 1
2316"
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 "
1 T/4"
0.8"
5.0"
9.7"
19.8"
28.5"
44.6"
57.3"
79.3"
l'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"
2W'
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
NOT F RREE DASSEMBLY
PAR MENT IS REQUIRED
PART OF THE POTABLE WATER SYSTEM
PERMITING AND INSTALLATION AND TESTING TO BE DONE BY OTHERS
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
L2
D
{
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.
4,598 SQ.FT.
TYPE
Wood Frame
OCCUPANCY
Residential
LEGAL DESCRIPTION
TAX PARCEL ID# 0042000146
VICINITY M O
S
•
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKUIR SYSTEM
Edwin P. Coq r
4295-0499-L3U Level 3
Norco Fire Protection, Inc
NORCO 01
4
Slwseture
SIDHU HOMES LOT 9
14837 46TH LANE S
TUKWILLA, WA 98178
COIR: NORCO FIRE PROTETION, IHC.
PAID
JAN 2(11
TUKWILA FIRE
4.769 , /
E
PIPING PLAN
AREA 1
PERMIT NO.
CONTRACT NO.
N17098
APPROVAL
TUKWILLA FIRE
DRAWN BY
ED COGAR
SCALE
1/8" = 1'-0"
DATE
REVISED
PLOTTED
12/12/17
FPI oft
S £' 4/