HomeMy WebLinkAboutPP - 14816 46TH LN S - UNKNOWN - PERMITS AND PLANS14816 46TH LN S
ASSOCIATED PERMITS
16-5-733 D15-0309
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
D 1 S - O3 oy
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
Cr4r-,/ SN.111
Type of Inspection:
51444- 4- - lqs i -
Address: • l Lbr! ie `t wr. Li, S .
Suite #:
Contact Person:
Special Instructions:
Phone No.:
KApproved per applicable codes.
[-I Corrections required prior to approval.
COMMENTS:
f3„ -- 4-44— o k
keod1 --� �7 5pti
e
IN*
14
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
-y,,v J-1 \
Date:
y,.1,7, /
2
Hrs.:
1
n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word/Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
♦ .
2
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
Of r f
e • i .
DIS -030°1
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Pro'ect:
C
Ty a of Inspection:
tom+.
Ad ress:Contact
Suite #: 14$t o 4:Votb LH S
Person:
Special Instructions:
Phone No.:
5::"t1 Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
-4111. vkckL
Needs Shift Inspection:
Sprinklers: kf<s ts.D
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:-...
Date:
z--)11-4._Hrs.: 1
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. CaII to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
6-5-0(33
LS- Oat"
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
) i.DA
-�
s
Type of Inspection: _
,Com s lcr .kis,
Address:Contact
Suite #: ),6t2,'
4
S
Person:
C.cci 51
Special Instructions:
Phone No.:
j21Approved per applicable codes.
I I Corrections required prior to approval.
COMMENTS:
ak kz cA�c
Needs Shift Inspection:
Sprinklers: i'e
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: -4-\,‘,5'''l
Date: (pl Z$� kce,
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
New addresses for Gary Singh residential project in the 4600 block of S. 148th
Street per the drawing dated 10/3/07 (addresses based on the hand written lot
numbers).
Lot 1 — 4615 South 148th Street has been changed to 14809 — 46th Lane South
on April 13, 2010
Lot 2 —14811 — 46th Lane South
Lot 3 —14817 — 46th Lane South
Lot 4 —14825 — 46th Lane South
Lot 5 — 4635 South 148th Street.
Lot 6 — 4637 South 148th Street.
Lot 7 —14816 — 46111 Lane South
Lot 8 —14831 — 46th Lane South
Lot 9 — 14837 — 46th Lane South
Lot 10 —14834 — 46th Lane South
Lot 11 — 14828 — 4611h Lane South
Lot 12 4645 South 14811h Street.
C at .007- e,v 30 _ erz_6
7-3d- Z 5.0 17C S hOifly
peed
'L r Z 5'
NORCO FIRE PROTECTION, INC.
24024 SE 261ST PLACE
MAPLE VALLEY, WA 98038
HYDRAULIC CALCULATIONS
FOR
SIDHU HOMES
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): 26.2 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
•
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Edwin R Cogar
4295 -0499 -CG Level 3
Norcu rirc Pre .rtignrInc.
NORCOFP
ature
O
V Expires
i
1211/16
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 6/7/2016 C:\HASS\DATA\2016 CALCS\N16020 SIDHU LOT 3.SDF
JOB TITLE: N16020 SIDHU LOT 3
SUPPLY ANALYSIS
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 6/7/2016 C:\HASS\DATA\2016 CALCS\N16020 SIDHU LOT 3.SDF
JOB TITLE: N16020 SIDHU LOT 3
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: 6/7/2016 C:\HASS\DATA\2016 CALCS\N16020 SIDHU LOT 3.SDF
JOB TITLE: N16020 SIDHU LOT 3
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)
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 0.1
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 0.4
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 0.2
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 0.2
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 1.0
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 0.0
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 0.0
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 0.0
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 0.7
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 0.0
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 0.0
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
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 6/7/2016 C:\HASS\DATA\2016 CALCS\N16020 SIDHU LOT 3.SDF
JOB TITLE: N16020 SIDHU LOT 3
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: 12
11
10
Pipe: 13
12
6
9.4
19.4
9.4
19.4
0.0
13.5
8.4
0.0
13.6
8.3
3.3 9
8.7 4
11.9
17.6 5
-3.3 7
14.3
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
12.0
1.000
1.101
12.0
1.000
1.101
26.0
1.000
1.101
6.5
1.000
1.101
19.0
1.000
1.101
1.000
1.101
15.50 150
12.00
27.50 0.026
12.87 150
12.00
24.87 0.037
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
5.1
- 4.3
0.7
5.2
- 4.3
0.9
0.1
0.0
0.1
0.9
0.0
0.9
0.9
0.0
0.9
4.0
- 3.2
0.8
Pipe: 19 0.0 0.0 10.00 150 4.6
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
1.000 T: 5.9
0.998
10.00 150
5.93
15.93 0.181
1.8
0.0
1.8
2.9
0.0
2.9
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 6/7/2016 C:\HASS\DATA\2016 CALCS\N16020 SIDHU LOT 3.SDF
JOB TITLE: N16020 SIDHU LOT 3
NOTES (HASS):
(1) Calculations were performed by the HASS 8.5 computer program
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.
(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 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 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 ChkVly BfyVly GatVly AlmChk DPV1v NPTee
1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 6/7/2016 C:\HASS\DATA\2016 CALCS\N16020 SIDHU LOT 3.SDF
JOB TITLE: N16020 SIDHU LOT 3
PAGE: F
Diameter
(in)
1.101
MATERIAL: CPVC HWC: 150
Equivalent Fitting Lengths in Feet
F E T R K C
F45 El Tee RunT Kplg ChkVly
1.00 5.00 5.00 1.00 1.00 8.00
G
Gate
2.00
68'-5"
4'-O"
64'-5"
eN
N
16'-4"
14'-5"
5'-8'1
6'-0"
22'-0"
71_91, 71_911
7'-2 1 /2"
7'-2 1/2"
2'-10"
9'-6"
5'-6"
BEDROOM -2
1
BEDROOM -1
W.I.C.
K
ENSUITE
JACUZZI
4X5 2
ui
1
01
52 ATT I
IACCESP
L-_4 '-11
W.I.C.
213MOHS
/eru D/s
BATT{
'-10"
12'-2 1
11
11'-10 1/2"
5'-3 1/Z:
412
3'-
11
1r.
42' MIN
12-21
GUARDRAILS
N
•
\
/ 2-5
/
/
OPE!
BEl
71_911
4TO\\\
OW
11-1012
-4
6'-6"
CO
FV
42' M:NIMU
ti
N
-612
4'-6 1/2"
-712 5-0 4-6 1-61
MAS'�R
BEDS
12'-7 In"
;It =r
3'-11 1/2"
-312
1,
x
'1" \ -. 36- MINIMU
HANDRAILS
r
5'-6"
11 -
BEDROOM -3
4'-8 1/2"
//J_ 11
\ LL
11-0�\ 11412
• 11'-41/ � 11'-41Y2.'`r�
OPEN TO
II BELON(
11=412
42 MINIMI
N
05
1
1�.
7
UARDRAILS
6x
r
L
oo
4,-V"
4 -
C-6
4'-6"
BALCONY II
mil
6EALI ��
66'
OSXT
r-
00
16'-0"
14'-O"
16'-5"
16'-0"
6'-0"
68'-5"
G
41-0n
rh UPPER FLOOR SPRINKLER PIPING PLAN
1/8" = 1'-011
64'-5"
r.
16'-0"
16'-5"
6'-8"
25'-4"
71..911
71..911
7'-10 1/2"
7'40 1/2"
5'
3'-0"
3'-8"
3'-4"
16'-0"
6'-0"
r
.0.
NOOK
r
T.J.I.
KITCHEN
ISTS
1 •
T.J.I. JC 15T5
BEDROOM -5
1
W.I.C.
3-11
. JOISTS
O
H.W.
i.1).
FURN.
3'-9 1/2" 10'-0"
17'-2 1/2"
Je
pio
T.J.I. JOISTS
2
SLAND
O
RE
N
11-2T2
• 2iO
• I
MUD ROOM
Wff)
1a�11�" 3
x
5-712
4'-9,,
3'-4"
.1. JOISTS
4-0
F
-012
11.
'0
FAMILY ROOM
OPEN TO ABOVE
16'-0"
R-11 BAT MINIMUM
SECURE INSULATION TO JOIST
INSULATION TO SHEETROCK LEVEL-
6'-4 1/2"
6'-6" �1
1�=rr-s-=1=1r=t
10\
JII
Ir-
4
DINING
T.J.I. JOISTS
1r,
36.1 INIMUI.
HAND' AILS
II N
/--- 16f#UP `l
ENTRY
---1B'z24' MIN.
CRAWL SPACE
ACCESS AT WALL
5R UP
10-0
GARAGE
1.415. 2Y
SLAB &
DRIVEWAY AT
SLOPE VIII
FIRE SPRINIQ ER-'ISylLPI
OCATION 11GARAGEIII
I
NII III
III='
III
O • II
r II
P1
111
111
Iii
111
6X6'
POST
4-11 /7'3
36' MINIMUM
HANDRAILS
/-SOLID CORE.
/ WEATHERSTRIP
SELF -CLOSER
1
L
14'-O"
68'-5"
16'-5"
LIVING
•M
zee
16'-0"
rh MAIN FLOOR SPRINKLER PIPING P
/8" = ,1-011
CUT INSULATION TO PUSH DOWN BETWEEN J01ST
TENTING DETAIL C
INSULATION 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 SHEETROCK LEVEL
//---
TENTING DETAIL B
2' ATTIC JOIST
2 X TRUSS OF ROOF
FRAMING
R-49 ATTIC INSULATION
YI DRYWALL
1/2" TEMERED SAND BLAST
CLASS BOTTOM MID TOP
PLATE
ALUM. CHANEL
FASTEN TO BOTTOM
AND TOP PLATE
2'A6"
BOTTOM
TREEpLALTppEE7DDE
10' z 46' ANCHOR
BOLTS
7• EMBEDMENT
0143205000103
BEDROOM -3
NOTE:
TRUSS LAYOUT WILL BE PROVO
TO THE FLAN EXAMINER 7 DAYS
IN ADVANCE BEFORE INSTALLATION
FOR APPROVAL, DESIGNED BY
TRUSS CD. ENG.
((SIZE DETERMNED
BY OPDWNG
WITH)
STUDS 2%4 0 12.0.C.
TOP FLOOR=305.5'
8THICK CONC. WALL
DRAIN TRE
SECURE AGAINST
UPWARD MOVEMENT
TION
TVP. FI OOR Y:ONSTRI IC TIONJ
1" T&G PLYWOOD
T.J.I. JOISTS W/
CROSS BRIDGING OR BLOCKING
DINING
2331: CONTINUOUS
CONSTRUCTION JOINER
LAUNDRY
3'-0' VIDE MIN.
CRAYL SPACE
ACCESS
1_ 1
(1) /4 CONTBAJDUS
REBAR
SECTION A
1Y JOISTS OR
SIZE
OF T4.1. AS
1WTED
BY ENGINEER
KITCHEN NOOK
MAIN FLOOR=295.6'
CcccWi c()
INSULATION
CONC. 1 1 ROOF
1X4 STRAPPING.
BUILDING PAPER
•RIDGE VENTING
GUTTERS
TVP. EXT. WA1 L COTSIRL/'n0":
BUILDING WRAP
HARDI-PUY4( SONG
1(s OSB SHEATHING
2X6' STUDS 016- 0.C.
R21 BATT INSUTATKIN
r GYPSUM BOARD
TTRSM TO (TRW
-FRAMING
-INSULATION
-VAPOUR BARRIER
-DRYWALL
111114ED GRADE
SCALE:1/4"-1'
ASTM F442 CPVC
BRANCHLIftJE
FLOOR
CEILING
FLOOR JOISTS
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
FLOOR
SECURE AGAINST
UPWARD MOVEMENT
ASTM F442 CPVC
BRANCHLINE
CEILING
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
FLOOR JOISTS
s
1" CPVC ADAPTER
STEEL PIPE
1' CPVC
1" STEEL PIPE
1' STEEL PIPE
1' STEEL PIPE �`►�"I"T.I"
1" BACKFLOW DEVICE
AMES
1' COPPER ADAPTER
Finish Floor
BLAZEMASTEFP 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 EST
2 FLOW SWIT H
3 PRESSURE UGE
4 SIGNS ON BODY
DRAIN
NORCO FIRE PROTECTION
POINT OF CONNECTION
DRAIN TO DISCHARGE
OUTSIDE OF BUILDING
`1" COPPER UNE
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"
114" "
1 1"
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
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"
134"
16"
12"
1 34"-3"
24"
12"
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'
11/"
6'
5'
II/C.-3"
7'
7'
6.5.3 A warning sign, with minimum Vo 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.
C
SEE TABLE BELOW FOR NUMBER
OF HANGERS REQUIRED
\-ASTM F442 CPVC
MINIMUM ALLOWABLE HANGERS
PER LENGTH OF PIPE
PIPE SIZE
inches
Pipe Length
1 Hanger
2 Hangers
3 Hangers
1.050 (26.7)
.874 (22.2)
.168
24 hr.
1"
45 min.
1.5 hr.
24 hr.
40'
45'
50'
21 391/3162
134"
1.5 hr.
16 hr.
2" (50.0)
2.375 (60.3)
2.003 (50.9)
.859
See Note 1
234"
8 hr.
72 hr.
3" (80.0)
3.500 (88.9)
2.951 (75.0)
1.867
See Note 1
*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
24 hr.
1"
45 min.
1.5 hr.
24 hr.
40'
45'
50'
21 391/3162
134"
1.5 hr.
16 hr.
2" (50.0)
2.375 (60.3)
2.003 (50.9)
.859
See Note 1
234"
8 hr.
72 hr.
3" (80.0)
3.500 (88.9)
2.951 (75.0)
1.867
PIPE HANGER
(CLOSE TO TEE)
ASTM F442 CPVC
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, 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.
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.
40'
45'
50'
21 391/3162
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.
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
OT to 39'F
3/4"
45 min.
1.5 hr.
24 hr.
1"
45 min.
1.5 hr.
24 hr.
40'
45'
50'
21 391/3162
134"
1.5 hr.
16 hr.
120 hr.
Defoul
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 (737)
(ONE END RESTRAINED)
PIPE SIZE
inches
LENGTH OF RUN (17.) IN FEET
2'
5'
7'
10'
12
15'
17'
20'
25'
30'
35'
40'
45'
50'
21 391/3162
11 33//1166
7/1 6
RELIABLE
RC 49
Defoul
-
CPVC DROP L2
FIRE SPRINKLER
CPVC DROP
FIRE SPRINKLER
PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73T)
(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'
21 391/3162
11 33//1166
7/1 6
RELIABLE
RC 49
Defoul
-
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"
A
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.
PIPE
SIZE
A
B
C
MAX.
HANGER
SPACING
(FT)
3/4.,
(m)
3/4"
(20.0)
561:2/2
(1.7)
1"
(25.0)
6.0'
(1.8)
134"
4331;186:
21 391/3162
11 33//1166
7/1 6
RELIABLE
RC 49
Defoul
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)
134"
(32.0)
6.5'
(2.0)
7/1 6
RELIABLE
RC 49
Defoul
FLOOR AREA:
TOTAL LOT AREA= 1 1,530 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 FORMULA
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
•
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# 004200011
24=S • - 9 --Itt'. ''. f -----til
.41
VICINITY MAT -41'
NO SCALE
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
•
FIRE PROTECTION SPRINKLER SYSTEMS 8
Edwin R Cogar
4295 -0499 -CG Level 3
•
• 1111111111118111111118
PAID
JUN --s 2016 4Cf6
fVot
TUKWILA FIRE
E
NOTES
REVISIONS
SPRINKLER SYMBOLS
SYMBOLS
0 SYSTEMS RISER
o RISE UP
o DROP DN
L--7 2 WAY EARTHQUAKE BRACE
÷ 4 WAY EARTHQUAKE BRACE
ICE GROOVED COUPLING
\#01HANGER TYPE AND LOCATIO
0 UPRIGHT HEAD
C) PENDENT HEAD
t> SIDE WALL HEAD
LEGEND
OA UPRIGHT OVER PENDEN1
25 PIPE SIZING
HYDRAULIC CALC NODE
REVISION NUMBER
El BRANCH LINE NUMBER
NFAT> WELD TAG NUMBER
DATE
DESCRIPTION
BY
SYM
CNT
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODELif
ESCUT
CONN.
32
CONCEALED
WHITE
1 60
4.9
1 /2"
7/1 6
RELIABLE
RC 49
Defoul
37 TOTAL HEADS ON THIS PROJECT
NOR 0
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
SIDHU HOMES
14816 46TH LANE S
TUKWIIJA, WA 98178
CONTRACTOR: NORCO FIRE PROTETION, INC.
PIPING PLAN
AREA 1
PERMIT NO.
CONTRACT NO.
N16020
APPROVAL
TUKWILLA FIRE
DRAWN BY
ED COGAR
SCALE
DATE
REVISED
PLOTTED
5/21/16
FP 1 of 1
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