HomeMy WebLinkAboutPP - 14831 46TH LN S - UNKNOWN - PERMITS AND PLANS14831 46TH LN S
ASSOCIATED PERMITS
16-5-233 16-5-0133 D16-0093
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
Tht6 - aij3
1e,-S�d133
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: 51 kNrw t--1-11V---s
CD
Type of Inspection :
/
Address:
Suite #: I4i
4 L S
Contact Person:
Special Instructions:
Permits:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Needs Shift Inspection:
Sprinklers: 1 ;1
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type: 2_-
Inspectorism. f=4
Date: 1'.)
Hlrs.:
$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
//�G?(( 2 S• Let L
Type of Inspection:
F ijL —
/spPyr
Address: 4'.
Suite #: t 3 ,�•J S
Contact Person:
Pre -Fire:
Special Instructions:
Occupancy Type:
Phone No.:
ifvurD6-b/g 6742— /#-trvL 36 S e
14Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
g,,a1— Si p 5
Occupancy Type:
ifvurD6-b/g 6742— /#-trvL 36 S e
-
r 2 H614-65'
61 rte. T7 --6V->-✓ (4- e7 cam. (
r
34 s..<_ .
5e-ci c 1 E'�2— 4 a- (— ('J k
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: Cyt
Date:
- /?A l(7_____
Hrs.:
r
$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: t (),?..(u kso rvi cs
spection:
Type of,Inspection:
--/Z_
fid10fd 7 C
5Contact
Suite #:jjpgit-4.11-6/Ni
Person:Address:
Special Instructions: J' 4 ! 4.ti t.,4 S.
Phone No.: 4-z5--43-2. — 3-? —a
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
-Pass
(v /- P/fs kcpr 6 (4 -a L
Z 41-6Yz free -,9-6 5 Q 776erz-
pep" ,,T3 .wl JSP erd Sr7r
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: f -t t 4 5-4 /cc
Date: 1 Z1 / �he
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
SIDHU #6
TUKWILA, WASHINGTON
FILE NUMBER: N16020
DATE: 10/16/16
-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. 11
NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 0 gpm
TOTAL WATER REQUIRED (including hose): 26.4 gpm
FLOW AND PRESSURE (@ BOR): 26.2 gpm @ 40.17 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 MARSHALS OFFICE
CONTRACTOR CERTIFICATION NUMBER NORCOFP015JO
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271)
HRS SYSTEMS, INC.
TUCKER, GA 30084
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Edwin R Cogar
4295 -0499 -CG Level 3
Norco Fire Pro tion, Inc.
NORCOF
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 10/31/2016 C:\HASS\HASS\2016 CALCS\N16020 SIDHU LOT 3.SDF
JOB TITLE: N16020 SIDHU LOT 6
WATER SUPPLY ANALYSIS
Llia'w $4 N o . 01 l0 m N w ua.)a4 m a s
C7
o W
o a
•
m %/ %/
90.00 psi Resid:
U
- -1
4J
ro
4.3
N
w
U
ro
0
w
O
w 0
sa• +)
U ?,
0)
• •
• DI
0)
w
0
H
O
0)
0
O
_ 0
0
r -
0 0 0 0
•
O 0 0 0
OD VD C N
c.74 C.9 43 axWCr/ cn a 4 — CL, cn•,-1--
O
O
O
u)
Dashed Lines indicate extrapolated values from Test Results
Site pressures are based on hose stream deduction at the source
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 10/31/2016 C:\HASS\HASS\2016 CALCS\N16020 SIDHU LOT 3.SDF
JOB TITLE: N16020 SIDHU LOT 6
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: 10/31/2016 C:\HASS\HASS\2016 CALCS\N16020 SIDHU LOT 3.SDF
JOB TITLE: N16020 SIDHU LOT 6
NFPA2 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) t
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1
2
1
19.4
19.0
4.90
7.2
7.0
13.0 Disch
0.0
13.0
5.0 5.67 150 7.2
1.000 5.00 -0.2
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
3
19.4
19.0
4.90
7.4
7.3
13.2 Disch
0.0
13.2
5.0 5.41 150 7.4
1.000 5.00 -0.2
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
10
9
Pipe: 7
9
7
19.4
19.4
19.4
19.4
0.0
8.4
8.4
0.0
8.4
8.3
1.4 8
1.9 7
3.3
3.3 6
-1.4 8
1.9
6.5 8.50 150 8.4
1.000 6.50 0.0
1.101 15.00 0.002 0.0
11.0 47.20 150 8.4
1.000 11.00 0.0
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
6
5
19.4
19.1
0.0
8.3
7.6
4.6 4
13.0 2
17.6
5.0 10.67 150 8.3
1.000 5.00 -0.1
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: 10/31/2016 C:\HASS\HASS\2016 CALCS\N16020 SIDHU LOT 3.SDF
JOB TITLE: N16020 SIDHU LOT 6
Pipe Tag K-fac Add F1 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: 14 0.0 11.9 10
12 9.4 13.6 -10.0 W
11 9.4 13.5 1.9
Pipe: 15
W
12
Pipe: 16
W
11
Pipe: 17
F
W
9.4
9.4
9.4
9.4
2.0
9.4
0.0
14.4
13.6
0.0
14.4
13.5
0.0
18.4
14.4
Pipe: 18
E 2.0 22.4
F 2.0 18.4
1.9 11
14.3 6
16.2
11.9 10
-1.9 12
10.0
10.0 11
16.2 12
26.2
0.0
26.2 W
26.2
26.0
1.000
1.101
6.5
1.000
1.101
19.0
1.000
1.101
1.000
1.101
64.65 150
26.00
90.65 0.001
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
Fixed Pressure Loss Device
4.0 psi, 26.2 gpm
13.6
0.0
0.1
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
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 10/31/2016 C:\HASS\HASS\2016 CALCS\N16020 SIDHU LOT 3.SDF
JOB TITLE: N16020 SIDHU LOT 6
(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
86.19 psi compared to the minimum required pressure of 20.00 psi.
(6) PIPE FITTINGS TABLE
Pipe Table
PAGE: *
Diameter
(in)
0.998
PAGE: A
Diameter
(in)
1.610
PAGE: F
Diameter
(in)
1.101
Name: STANDARD.PIP
MATERIAL: S40 HWC: 120
Equivalent Fitting Lengths in Feet
E T L C B G A D N
Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee
1.57 3.92 1.57 3.92 4.71 0.78 7.84 7.84 3.92
MATERIAL: S40 HWC: 120
Equivalent Fitting Lengths in Feet
E T L C B G A
Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk
4.00 8.00 2.00 9.00 6.00 1.00 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
D N
DPV1v NPTee
10.00 8.00
68'-5"
4'-0"
64'-5"
16'-4"
14'-5"
5'-8"
6'-0"
22'-O"
71
_911 71_911
7'-2 1/2"
7'-2 1/2"
2'-10" 9'-6"
5'-6"
BEDROOM -2
BEDROOM -1
5/0 TUB/
SHOWER
BATH
W.I.C..
M
1n
E_�
ENSUITE
JACUZZI
00 0
CO
"
I ACCESS
W.I.C.
11
63M01-15• /BM 0/6
ii,
BATH
'-10" 12'-2 1
2"
11'-10 1/2"
5'-3 1/24
412
3'-2"
N
(9.
42" MINIMUM
-8'2 -712 5-0 4-6 1-61
co
4'-6 1/2"
MAS. ER
REDR)OM
71,,4
12'-7 1/2"
er
3'-11 1/2"
6
11'-4 1/2"L
1'
L
4'-6"
�4-
12-2'
42' MINI M GUARDRAILS
•
\
\ /
/ OPEN TO \\
// BELOW \\
7,..9n \\
/
11-10'2
7'-9"
12-4
6'-6" 6'-6"
CO
F- 5'-6"
11 -
BEDROOM -3
4'-8 1/2"
-312
36" MINIMUM
HANDRAILS II
11-452
42" MINIM
7
GUARDRAILS
BALCONY caI I
ml
--1Itiy 6"X6'
POST
BEAM
OPEN TO
BELOW _
r ▪ 11-412
11'-4 t12'
N
a
1.0
6
4'-6"
6X5
1
L
00
16'-0"
14'-O"
16'-5"
16'-O"
6'-O"
68'-5"
UPPER FLOOR SPRINKLER PIPING PLAN
1/8" = 1'-0"
4'_0"
64'-5"
02
a
16'-O"
16'-5"
6'-8"
25'-4"
7,-9"
71_!111
7'-10 1/2"
7'-10 1/2"
3'-O"
3'-8"
3'-4" j
0�31�
16'-0"
6'-0"
r
• •
(WI
-r.
NOOK
a
5'-0"
,40
1.1
6A
T.J.I. JnISTS
KITCHEN
1
2
11-y'2
BEDROOM -5
T.J.I. JC ISTS
FAMILY ROOM
OPEN TO ABOVE
,40
1
5-712
1
11-2r2
4'-9"
"J.1. JOISTS
3'-4"
SLOB
0-512
3'-9 1/2" 10'-0" 17'-21/2"
111 `
/o
II
II10-0
T.J.I. JOISTS
--4----18"424-
CRAWL
-4--- 18"x24'CRAWL SPACE
ACCESS AT WALL
GAP.AGE
SLAB &
DRIVEWAY AT
MW. 25
SLOPE
FIRE SPRI
GARAGE
4-0 6-11
ROPPED 8
6
DINING
T.J.I. JOISTS
16'-O"
14'-O"
68'-5"
36" 1 INIMU
HAND '.AILS
11
II II II
/I i tl1
//
16Fi'UP
ENTRY
16'-5"
56 UP
4-11
7-3 12),0
536" MINIMUM
HANDRAILS
SOLID CORE.
WEATHERSTRIP
SELF -CLOSER
LIVING
LIVING
16'-0"
6'X6'
POST
SII
1111 -ERI'
-1*
6'-O"
R-11 BAT MINIMUM
SECURE INSULATION TO JOIST
INSULATION TO SHEETROCK LEVEL -
TION
MAIN FLOOR SPRINKLER PIPING P
1/8" = 1 '-0"
CUT INSULATION TO PUSH DOWN BETWEEN JOIST
1111111W/AML War
TENTING DETAIL C
INSULA110N TO SHEETROCK LEVEL
1/2" SHEETROCK
SECURE INSULATION TO JOIST
R-11 BAT MINIMUM
TENTING DETAIL A
R-11 BAT MINIMUM
INSULATION DOWN TO SHEETROCK LEVEL
2" ATTIC JOIST
INSULATION TO SHEE1ROCK LEVEL
ATTIC JOIST
X
TENTING DETAIL B
2 X TRUSS OF ROOF
FRAMING
R-49 ATTIC INSULATION
31' DRYWALL
1/2" TORRID SAND BLAST
GLASS BOTTOM AND TOP
PLATE
ALUM. CHAN L
FASTEN TO BOTTOM
AND TOP PLATE
2"X8'
BOTTOM
TR�FPAV�T/�Ei7DEE
10"
x 4i" Ar7CtfOR
BOLTS
7" EMBEDMENT
NOTE:
TRUSS LAYOUT WILL BE PROMO
TO THE PLAN EXAMINER 7 DAYS
IN ADVANCE BEFORE INSTALLATION
FOR APDROVAL, DESIGNED BY
TRUSS 7O. ENG.
OM. 11E ROOF
1%4 STRAPPING.
BUILDING PAPER.
`RIDGE VENTING.
BEDROOM -3
BY OPENING INED
WIDTH)
STUDS 2X4 A 12.0.C.
TOP FLOOR=305.5'
LOFT
C
_
.-4
RlON:J
TW. FLOOR YONSUO
3/4"
■
LAUNDRY
1'/a»
KITCHEN NOOK
1" T&G PLYWOOD
T.J.I. JOISTS W/
CROSS BRIDGING OR BLOCKING
DINING
2/"
3"
12' 305525NOSZE
TED OR
OF T.J.L. AS
BY
.6 ENGINEER
MAN FLOOR=295.6'
B ThICK CONC. WALL
DRAIN TILE
UNDATION
pg4 CONTINUOUS
MORI 4488RUCT10N O.C.JOIFORNT
OONST
SECURE AGAINST
UPWARD MOVEMENT
14 CONTINUOUS
3',:r WIDE MIN
CRAWL SPACE
ACCESS
6 NIL BLACK
VAPOR BAS6SER
INSULATION
TIP. EXT. WAI i CONSTRUCTION:
�eUWRAP
KTFD-PLINK SONG
If. 058 SHE'MIN°
2"X8• STUDS 018' 0.C.
R21 BATT INSULATION
1" GYPSUM BOARD
FINNSH TO COOS
- FRAMING
-INSULATION
- VAPOUR BARRER
- DRYWALL
FPNSIED GRAZ
SECTION A
SCPLE:1 /4"-1'
St.01411q h e -,_ �r el evfi-Z, f11.
ASTM F442 CPVC II
BRANCHLI IE Flow C vUkb ") } 1" flt.A11al
FLOOR
CEILING
FLOOR JOISTS
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
FLOOR
Jl.
CEILIN‘
SECURE AGAINST
UPWARD MOVEMENT
\ /
ASTM F442 CPVC
BRANCHLINE
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
l rt
FLOOR JOISTS
1" CPVC ADAPTER
1" CPVC
STEEL PIPE
1" STEEL PIPE
1" STEEL PIPE
1" STEEL PIPE
1" BACKFLOW DEVICE
AMES
1" COPPER ADAPTER
Finish Floor
BLAZEMASTERD CPVC
FEMALE ADAPTER
1" GALV STEEL 90°
ELECTRIC BELL
WIRING AND CONDUIT
AND INSTALLATION
TO BE BY OTHERS
CENTRALRDp
ZISEER MAN
F RAIN ANT HS.
3 PRESSURE UGE
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"
6" ELECTRIC BELL
WIRING AND CONDUIT BY OTHERS
ALLOWANCE FOR FRICTION LOSS IN CPVC FITTINGS
(EXPRESSED IN EQUIVALENT FEET OF PIPE)
FITTING
PIPE DIAMETER
3/4"
1"
1'/a»
11/2»
2"
2/"
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
SEE TABLE BELOW FOR NUMBER
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"
11,4"
16"
12"
1134"-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'
11,4"
6'
5'
11/1"-3"
7'
7'
OF HANGERS REQUIRED
ASTM F442 CPVC
BRANCHUNE*
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"
11/4"
0'-0" TO 6"-6"
6'-7" TO 13'-0"
13'-1" TO 19'-6"
11A"
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"
214"
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
BLAZEMASTERe PIPE DIMENSIONS
SDR 13.5 (ASTM F442)
INCHES (MILUMLIt'S)
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
1X" (32.0)
1.660 (42.2)
1.394 (35.4)
.418
11/1" (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
PIPE HANGER
(CLOSE TO TEE)
ASTM F442 CPVC
BRANCHLINE *
CEIUNG
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. 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.
CURE TIMES WITH ONE STEP SOLVENT CEMENT
200 psi (MAXIMUM) TEST PRESSURE
PIPE SIZE
inches
Ambient Temperoture During Cure Period
60T 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.
11,4"
1.5 hr.
16 hr.
120 hr.
1134"
1.5 hr.
16 hr.
120 hr.
2"
8 hr.
36 hr.
See Note 1
2131"
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.
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.
11,4"
1.5 hr.
16 hr.
120 hr.
111A"
1.5 hr.
16 hr.
120 hr.
2"
8 hr.
36 hr.
See Note 1
2132"
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 temperoture 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/"
0.8"
5.0"
9.7"
19.8"
28.5"
44.6"
57.3"
79.3"
11h"
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"
CPVC DROP = 0.329
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"
-
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"
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"
d = 0.329 D2
MAXIMUM SPACING OF HEADS TO BE 18 X 18 AND 9' OFF WALL IN S
L feet
e/ A
OBSTRI1CT1011
D A
A: (0-8")+B i D 30"
A8 (D-203mm)+B c D 762mm
AFCON 511 C.P.V.C.
PIPE HANGER SIDE MOUNT
MATERIAL: CARBON STEEL
APPROVALS: UL AND CUL LISTED.
MISH: MIL. GALVANIZED, 0-90 GOVERNMENT SPEC.
C.P.V.0
PIPE
SIZE
A
B
C
MAX.
HANGER
SPACING
(ETT
3/4"
31/8"
19/16
13/16
51/2
I"
33/8"
111/16
13/16
6
11/4"
43/16"
23/32
13/16
61/2
1 1/2"
4 7116"
2 7/32
1 3/16
7
2"
4 7/8"
2 7/16
13/16
8
2 HOLE OFFSET HANGER
BLAZEMASTERe 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)
21/1"
(65.0)
9.0'
(2.7)
3"
(80.0)
10.0'
(3.0)
FLOOR AREA:
TOTAL LOT AREA=11,530 SQ.FT.
TOTAL MAIN FLOOR AREA=2,651 SQ.fT.
NET TOP FLOOR AREA=1,836 SQ.FT.
TOTAL FLOOR AREA=4,487 SQ.FT.
SOFFIT FO R M 1 r 11 n
Without C_oi I (e
As Noted in k1v
. Per The Attache0 Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance :;tn current City
standards. Accec.r? i!•:l L is si _abject =U , rcrs and
omissions whirl; or to auti,orize v4atio is of adopted
standards and ord;r-',r :?. The responsibility for the.
adequacy of desIq i (`>- 'orally with the designer.
C13t{0115, deierior'ik : vlai0ns to these drawings after
tt,is date wiii void ti?;; ; •..epiance and will require a
resubmit -0i of r'a /s'C ;_ ,-v-atMngs for subsequent approval.
Final acceptance is subje.or to field test end Inspection by
The Tukwila Fire Preventio:, Bureau.
Date: If By'
MAXIMUM SPACING OF HEADS TO BE 16 X 16 AND 8' OFF WALL IN MULTIPULE HEAD ROOM
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
CNT
NAME
TYPE
Wood Frame
OCCUPANCY
Residential
LEGAL DESCRIPTION
TAX PARCEL ID# 0042000131
so
4642 S 148th St
Seattle, WA 98168
11-8-1W nr1(22
VICINITY MAF' -1' E
NO SCALE
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
4295 -0499 -CG Level 3
Norco Fire Pr ction, Inc.
NORCOF
ture
III
TUKWILA FIRE DEPARTMENT
Pt se. caR 206-575-4407 and
give this Fire Permit No.
and exact address for shut-
down or -t° approval.
NOTES
REVISIONS
SPRINKLER SYMBOLS
SYMBOLS
• SYSTEMS RISER
o RISE UP
• DROP DN
I-, 2 WAY EARTHQUAKE BRACE
4_, 4 WAY EARTHQUAKE BRACE
6=0 GROOVED COUPLING
\#01HANGER TYPE AND LOCATIO
O UPRIGHT HEAD
® PENDENT HEAD
I> SIDE WALL HEAD
LEGEND
04 UPRIGHT OVER PENDEN1
25 PIPE SIZING
HYDRAULIC CALC NODE
REVISION NUMBER
1:1 BRANCH LINE NUMBER
NFAT> WELD TAG NUMBER
DATE
DESCRIPTION
BY
SYM
CNT
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODEL#
ESCUT
CONN.
32
CONCEALED
WHITE
160
4.9
1/2"
7/16
RELIABLE
RC 49
Cefaul
4
DRY PEND
WHITE
160
5.6
1"
1/2
RELIABLE
F3QR
Cefaul
Ki
1
HDSW
WHITE
160
5.6
1"
1/2
RELIABLE
F3QR
Cefaul
37 TOTAL HEADS ON THIS PROJECT
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
SIDHU HOMES
14831 46TH LANE S
TUKWILLA, WA 98178
CONTRACTOR: NORCO FIRE PROTE'TION, INC.
PAID
TUKWILA FIRE
PIPING PLAN
AREA 1
PERMIT NO.
CONTRACT NO. N16020
APPROVAL TUKWILA FIRE
DRAWN BY ED COGAR
DATE 5/21/16
REvISED
PLOTTED
FP 1 of 1