HomeMy WebLinkAboutPP - 15415 65TH AVE S - GARCHA RESIDENCE - PERMITS AND PLANS15415 65TH AVE S
ASSOCIATED PERMITS
13-S-161
SITE LOCATION
CITY OF TUKWILA
FIRE DEPARTMENT
444 Andover Park East
Tukwila, WA 98188
206-575-4407
Date application
accepted:
AND
NWT%
TUKWILA FIE
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
**PLEASE PRINT**
Ge King Co. Assessor's Tax No.: 3591Ql
Site Address: 61415 L /3y AVE S Suite Number: Floor:
Tenant Name: 'K 6rARCW
Property Owner's Name: 1YUL ti A RV ! IV Gee_. 4) a_
Mailing Address:
CONTACT PERSON -if there are questions about the submittal.
New Tenant? ❑ - Yes ❑ - No
Name: Gi, coEitore,
Company Name:
0
City
State Zip
Day Telephone: 425 V40 8
Mailing Address: PO I g�
Part 0191_15 61BC)
E-mail Address: I vO Lt R ) ,JLe A LL City
Fax Number: 4 `'h� e2O
Total number of new/relocated devices or sprinkler heads: 311
Valuation of Project (contractor's bid price): $,���i �o � l i o s -t. = d .O lo�ff
/41
Scope of Work (please provide detailed information): /A/SPILL.. ez.s/%//J/C 16e s p
IDIS P A1ll30�4 T
PERMIT APPLICATION NOTES
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules.
Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit
is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or
abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in
writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing
and justifiable cause demonstrated.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE
UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY
FOR THIS PERMIT.
BUILDING 0
Signature:
Print Name:
0/UFIZED AGENT:
V,tr e- L, CDG Ai
Plan Permit App.doc
1/2/13
Date:
Day Telephone:_#25 1/3172 c'� 6
TFD FP Form 8
NORCO FIRE PROTECTION, INC.
24024 SE 261ST PLACE
MAPLE VALLEY, WA 98038
HYDRAULIC CALCULATIONS
FOR
KAUR GARCHA RES
TUKWILLA, WASHINGTON
FILE NUMBER: N13043
DATE: 06/26/13
-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 @ 29.5 psi
SPRINKLER ORIFICE SIZE: 7/16 inch
NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC.
DESIGN/LAYOUT BY: EDWIN P COGAR
AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE DEPARTMENT
CONTRACTOR CERTIFICATION NUMBER: NORCOFP015JO
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271)
HRS SYSTEMS, INC.
TUCKER, GA 30084
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 6/28/2013 C:\HASS\DATA\2013 CALCS\N13043 KAUR GARCHA RES.SDF
JOB TITLE: KAUR GARCHA RES
WATER SUPPLY ANALYSIS
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ar
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r -I N H U) b o) U a)
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})
4)
to
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O
—
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— O
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— O
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r -I
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cor-
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O O
O 0 0 0
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u) V' M N ri
0 rcnorza a4a4wmu) C4w--Q.m
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 6/28/2013 C:\HASS\DATA\2013 CALCS\N13043 KAUR GARCHA RES.SDF
JOB TITLE: KAUR GARCHA RES
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 26.2 52.7
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 49.0 K= 4.90 7.0 13.0
2 49.4 - - - - 7.3
3 49.0 K= 4.90 7.3 13.3
4 49.4 - - - - 8.5
5 49.4 8.5
6 39.4 14.4
7 39.4 14.4
8 29.4 19.8
W 29.4 21.1
B 0.0 49.8
C 0.0 41.3
D 0.0 39.6
E 22.0 29.5
F 22.0 25.0
A 0.0 SOURCE 52.7 26.2
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 6/28/2013 C:\HASS\DATA\2013 CALCS\N13043 KAUR GARCHA RES.SDF
JOB TITLE: KAUR GARCHA RES
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)
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1
2
1
Pipe: 2
2
3
Pipe: 3
4
2
49.4
49.0
49.4
49.0
49.4
49.4
4.90
7.3
7.0
4.90
7.3
7.3
0.0
8.5
7.3
13.0 Disch
0.0
13.0
13.3 Disch
0.0
13.3
0.0
7.0
7.0
Pipe: 4 0.0 19.2 2
4 49.4 8.5 -16.8 7
5 49.4 8.5 2.4
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
5.0
5.0
33.0
16.0
9.67 150
5.00
14.67 0.031
0.58 150
5.00
5.58 0.032
92.88 150
33.00
125.88 0.010
33.25 150
16.00
49.25 0.001
0.3
0.2
0.4
0.0
0.2
0.2
1.2
0.0
1.2
0.1
0.0
0.1
Pipe: 5 0.0 0.0 6.5 11.83 150 1.2
5 49.4 8.5 19.2 1.000 6.50 0.0
2 49.4 7.3 19.2 1.101 18.33 0.063 1.2
Pipe: 6
6
4
Pipe: 7
7
5
Pipe: 8
8
6
Pipe: 9
8
7
39.4
49.4
39.4
49.4
29.4
39.4
29.4
39.4
0.0
14.4
8.5
0.0
14.4
8.5
0.0
19.8
14.4
0.0
19.8
14.4
2.4 5
7.0 2
9.4
19.2 2
-2.4 4
16.8
0.0
9.4 4
9.4
0.0
16.8 5
16.8
42.0 49.97 150 5.9
1.000 42.00 -4.3
1.101 91.97 0.017 1.6
17.0 15.08 150 5.9
1.000 17.00 -4.3
1.101 32.08 0.049 1.6
27.0 35.62 150 5.4
1.000 27.00 -4.3
1.101 62.62 0.017 1.1
12.0 10.58 150 5.4
1.000 12.00 -4.3
1.101 22.58 0.049 1.1
Pipe: 10 0.0 16.8 7 7.0 4.38 150 1.3
W 29.4 21.1 9.4 6 1.000 7.00 0.0
8 29.4 19.8 26.3 1.101 11.38 0.113 1.3
Pipe: 11
F
W
22.0
29.4
0.0
25.0
21.1
0.0
26.3 8
26.3
1.000
1.101
6.00 150 3.9
0.00 -3.2
6.00 0.113 0.7
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 6/28/2013 C:\HASS\DATA\2013 CALCS\N13043 KAUR GARCHA RES.SDF
JOB TITLE: KAUR GARCHA RES
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)
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 12 0.0 Fixed Pressure Loss Device
E 22.0 29.5 26.3 W 4.5 psi, 26.3 gpm
F 22.0 25.0 26.3
Pipe: 13 0.0 0.0 12.00 150 10.1
D 0.0 39.6 26.3 F 1.500 E: 6.0 18.13 -9.5
E 22.0 29.5 26.3 1.610 T:12.1 30.13 0.018 0.5
Pipe: 14 0.0 0.0
C 0.0 41.3 26.3 E
D 0.0 39.6 26.3
1.500
1.610
100.00 150
0.00
100.00 0.018
Pipe: 15 0.0 Fixed Pressure Loss Device
B 0.0 49.8 26.3 D 8.5 psi, 26.3 gpm
C 0.0 41.3 26.3
Pipe: 16 Source 0.0
A 0.0 52.7 26.2 C
B 0.0 49.8 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 8.3 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 0.003 gpm and a maximum
imbalance at any node of 0.044 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.
1.8
0.0
1.8
2.9
0.0
2.9
(5) Available pressure at source node A under full flow conditions is 73.73 psi
compared to the minimum required pressure of 20.00 psi.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 6/28/2013 C:\HASS\DATA\2013 CALCS\N13043 KAUR GARCHA RES.SDF
JOB TITLE: KAUR GARCHA RES
(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 ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee
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) E L B R C S G
45 El BrT RunT Cplg SwCk Gate
1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00
3 -CAR GARAGE
VESTIBULE
▪ R-10 INSULATION 0
2-0" PERIMETER
LOWER FLOOR PLAN
SCALE we-
yip 1.
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 Manufactun3m Requirements.
3. Minimum pipe size to be 1" throughoutjob.
4. System to be hung per manufacturers requirements. Avcon Hangers to be used - Fig 511 & no bled( & head set.
5. All underground piping to conform to local Water Department requirements. This Is for fill Ilne 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 steal, cpvc Is exceptabie. 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, N required.
11. All drilling and notchin$rtic: be per manufacturers specifications and FIre Department requirements.
12. All piping to be CPVC Ical unless othervvise noted.
13. Items to be verified at me of inspection:
aPressure at base of riser
b
1
Sprinkler head Iocatlon and spacing.
c Heads located from h -..t zon.4
d Exposed piping should be s.4 .i.
e Sprinkler heads In unconditioned areas to be 175° degrees
14. A arm 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.
TYPICAL ROOF CONSTRUCTION
ARCH. LAM. COMP. ROOFING
OVER 15# ROOFING FELT OVER
1/2" CDX OR 7/16" 0S8 vivo
(CCX PLYWD AT EXPOSED EAVES)
MFG. ROOF TRUSSES 024' O.C.
INSULATION BAFFLE
VENTED BLOCKING
CONTINUOUS GUTTER
OVER 8" FASCIA
2x6 STUDS 18" O.C.
W/ R-21 INSULATION TYP.
SOFFIT. VENT &
INSULATE CANrL
W/ R-30 INSUL
12
12
11
ATTIC
MANUFACTURED
TRUSSES 04" O.C.
/
674"
2'-0"
14'-O"
10'4 1/2"
7-101/2"
6'4"
12'-0"
A
rn
DN. 312
u
30'-0"
COV'D PATIO
DINING RM.
6'-1"
8'41"
4"
'40"
341
51-9'1 5'
##
' 43,-4"
GUES BD
KI
CHEN
0 -
ABOVE
1,-10"
ARCH OPENING
ARCH
7'-2 1/2"
12'41/2"
ft
FAMILY RM.
0-412
-4
6'-11
2-71
0
DEN
6'4"
FOYER
STEEL PIPE 11111
1V-7"
15'4"
7-2"
. • •• ••. •
COV' 0 ENTRY •
. . .
• ". • • • .• • •
DN. 3R
9'-6"
IN. OF RR. ASV,
LIVING RM.
in
1411 1"991
65'-O"
BLAZEMASTEff CPVC
\-FEMALE ADAPTER
t.GALVOlEELOO•
1* aTE161.
1' STEEL PIP0
r 0ACKFLON
AVM
CCPPOR ADAP713t
ROM floor
AND INSTALLATION
70 BE WI OTHERS
PIN"
NORCO FIRE PROTECTION
POINT OF CONNECTION
ON -1' OOPPEN mit
RISER DETAIL
toes •urrvo
PL. 0 UPPER FLOOR
typical Interior wall
(2) 2x4 top plates
2x4 studs 6" o.c.
2x4 bottom plate
1
LAUNDRY
PIPE DIAMETER
3/4"
J R49
5/8" TYPE GM
1W'
2"
11
TYPICAL EXTERIOR WALL:
INSULATION
MIN.
HALL
3
5
1/2" G.W.B.
Taz..
1 II
1.."
3
12
2-2X6 TOP PLATES
2X6 SIRMS 16" O.C.0C
2X8 BOTTO1A PLATE ON
(1 W.I.C.
1
1
-
1
1
•
2
ELBOW 90'
7/16' OSB (APA 24/16) SHTG
AIR BARRIER (7YVEK OR EQ.)
EXT, SIDING PER ELEVATIONS
1/2' G.W.B.
UPPER FLOOR
IBEDRM
I I
8
1
,
<KIJ
!- -213r°
W/ R-30 INSULATION
13
ELBOW 45'
''I'l
111
1
2
i IL
2
3
4
COUPLING
1
1
1
PANTRY
N
r/ -
AM PER
PLAN
3 -CAR GARAGE
R 30 INSULATION
NOTE:
WRAP ALL WALLS. POSTS.
BEAMS, & CEIUNG
W/ 5/8" TYPE 'X' GWB
HALL
1 1 1
GUEST BDRM.
tweeweewell
3/4' T. & G. PLYWOOD
O FIR JSTS PER EIK7R
W R-30 INSULATION
PL 0 MAIN FLOOR
203 MUMS 16' 0.0.
W/ R-21 INSULATION TYP.
0
PI - .1-- 'A
•
/
%
OVER 4" COMPACT SAND
AND GRAVEL BASE
ICIAZILIIMIINUMLIIMPLIA,"12.....11:11WIYASLATTANIMP htY.J1•Kbal,,,11/1MZEI • Jrr•11, /1/47lik
APAihiggt4r
8' 10' 12' 14' 16' 18'
lif.;,114,111';; ,-1,1664`eatiV7
MIN. 2'-0" R-10 RIGID
INSULATION 0 PERIM.
6 MIL (BLACK) V.B.
gNrsg'arr21:1"191tTtiqp.
rEIIWE9DRAROTOPgEIAWA
((IL_ ilkNAGCK•FINISHED GRADE
MR FABRIC
STONE DRAINAGE BED
1 SQ. FT. CROSS -SE RONAL
AREA
BUILDING CROSS-SECTION 'A'
SCALE: 1/4"=1'-0"
NOTES
ERFORATED DRAIN PIPE
REVISIONS
4'7 •A
)714,
ANCHOR BOLTS PER
STRUCTURAL PLANS
& DETAILS, TV?.
CONC. FTG
PER
N
MAIN FLOOR PLAN
SCALE:.1,42 r -O"
ALLOWANCE FOR FRICTION LOSS IN CPVC FITTINGS
(EXPRESSED IN EQUIVALENT FEET OF PIPE)
FITTING
PIPE DIAMETER
3/4"
1"
134"
1W'
2"
234"
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"
114"
16"
12"
134"-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'
1%,
6'
5'
134"-3"
7'
7'
D
cal
A
,r A
A k (D -8")+B g D 30"
As (D-203mm)+B ' D 762mm
SOFFIT FORMULA
FIRE SPRINKLER
CPVC DROP
FIRE SPRINKLER
rn
SECURE AGAINST
UPWARD MOVEMENT
UNE OF ROOF BELA
65'-0"
27-21/2"
14'4" 5s-0 1/2" j
6'-10"
14'-4"
7-0"
g?
W. I . C.
El
LOFT
1
1
3EDRM 3
3-10
14-0
0
"-26ni
atl -• R;UN/-0..
OC. Atill
4°.0 SKYUCHT eel
;Ty=
is
r0
CD
ASTM F442 CPVC
BRANCHLINE
FLOO/
CEILIN
FLOOR
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
FLOOR JOISTS
EK]
-2
'41 1/2"
38" Or
SOAKING
TUB
5'4 112" 5'-3 1/2"
1V-7"
1V-9"
74"
ARCH OPENING
9'-6"
1,1
CO
C4.1
1
I
12-212
12s-2 1/2"
OPEN TO
9.31it
tan 1.4)##
6504"
6" ELECTRIC BELL
WIRING AND CONDUIT BY OTHERS
SECURE AGAINST
UPWARD MOVEMENT
CEILIN(
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
ASTM F442 CPVC
BRANCHLINE
FLOOR JOISTS
SEE TABLE BELOW FOR NUMBER
OF HANGERS REQUIRED
ASTM F442 gPVC
BRANCHUNE
JJ
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"
114"
0.-0" TO 6* -6"
6'-7" TO 13'-0"
13'-1" TO 19'-6"
114"
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"
234"
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
CURE TIMES WITH ONE STEP SOLVENT CEMENT
200 psi (MAXIMUM) TEST PRESSURE
PIPE SIZE
inches
Ambient Temperature During Cure Period
60T 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.
134"
1.5 hr.
16 hr.
120 hr.
11A"
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
MAXIMUM SPACING OF HEADS TO BE 18 X 18 AND 9' OFF WALL IN SINGLE HEAD ROOM
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.
MAXIMUM SPACING OF HEADS TO BE 16 X 16 AND 8' OFF WALL IN MULTIPULE HEAD ROOM
SPRINKLER SYMBOLS
SYMBOLS
0 SYSTEMS RISER
o RISE UP
o DROP DN
4-7 2 WAY EARTHQUAKE BRACE
+ 4 WAY EARTHQUAKE BRACE
IC. GROOVED COUPUNG
\#01 HANGER TYPE AND LOCATI
0 UPRIGHT HEAD
® PENDENT HEAD
I> SIDE WALL HEAD
LEGEND
OA UPRIGHT OVER PENDENT
25 PIPE SIZING
HYDRAULIC CALC NODE
REVISION NUMBER
ffl BRANCH LINE NUMBER
• Lib
WELD TAG NUMBER
DATE
DESCRIPTION
BY
SYM
CNT
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODEL#
ESCUT
CONN.
(41
33
CONCEALED
WHITE
160
4.9
1/2"
7/16
RELIABLE
RC 49
2.375 (60.3)
Defaul
g'
6
DRY PEND
WHITE
160
5.6
1"
1/2"
RELIABLE
F3 QR
28.5"
Defaul
39 TOTAL HEADS ON THIS PROJECT
7-1
BLAZEMASTER0 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
1" (25.0)
1.315 (33.4)
1.101 (28.0)
.262
114" (32.0)
1.660 (42.2)
1.394 (35.4)
.418
134" (40.0)
1.900 (48.3)
1.598 (40.6)
.548
2" (50.0)
2.375 (60.3)
2.003 (50.9)
.859
2)4" (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
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 59T
OF 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.
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.
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'
134"
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"
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
L2
d = 0.32t
UPPER FLOOR PLAN
SCALE:1144w r-0"
//s
BLAZEMASTER0 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)
AFCON 511 C.P.V.C.
PIPE HANGER SIDE MOUNT
ISATIMIAls MUM STEIL
AIPPROVALM LEL AND COL 1,131101.
EMI CALVA1020,010 0017000024T0Se.
C.P.V.0
Mg
WS
A
5
C
, WM
-".• 4 ,i'-;
314.0
3 lir
19114
19116
510
1"
3 $0.
inns
ISM
4
3# yr
494"
2102
13114
6313
11/2"
4 7/11"
1702
11041
7
2.•
4191'
27105
13/11
1
17
n
8
02
OWNER INFORMATION
NAME
SIDHU HOMES INC
ADDRESS
464513 14811IST
TUKWILLA, WA 98178
PHONE
425-766-2500
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
76
RESIDUAL
20
GPM
4856
MAINSIZE
8'
SOURCE
AS BUILT DRAWING
TUKWILLAWATER DEPT
BUILDING INFORMATION
SQ. FT.
4198 SQ.FT.
TYPE
Wood From
OCCUPANCY
Residential
LEGAL DESCRIPTION
TAX PARCEL ID# 0042000130
l2n-d=P1'
• 15115 65th Ave 5, Seett/e,
15415 65th AVe 5
mettle, WA 931.
st wile I
;Park
Tukattlf•----
Reenter:mai
Baker.5Ivd
N
VICINITY MAP
NO SCALE
KAUR GARCHA RESIDENCE
15415 65TH AVE S
TUKWILA, WA
CONTRCTOR: NORCO FIRE PROTETION, INC.
s
PIPING PLAN
AREA 1
PERMIT NO.
CONTRACT NO.
APPROVAL
DRAWN BY
N13043
TUKWILLA FIRE
ED COGAR
SCALE
DATE
1/8" = 1'-O"
6/26/13
REVISED
PLOTTED
FP 1 of 1
`C
Wr:hout Comments
As Noted in Red
Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current City
: randards. Acceptance is subject to errors and
omissions which do not authorize violations of adopted
:4•!andards and ordinances. The responsibility for the
r.'equa y of design r,,,..sts totally with the designer.
.ddltions, d Stet ohor re:visio :s to these drawings after
this date will void thir::..cceptartce and will require a
resubmittal of r;:.vis:c ;:r; wir4,is= for subsequent approval.
=incl acceptance Is subject to field test and Inspection by
The Tukwila Fire Prevention Bureau.
Date: By: i' 1
4 Cot.rf y k:, crt-4a0l,. , PvSI(*. t4/o.ts syr/y oltic
if ydro rty vA
1t• Pa./ Csitle4-) ,lL-"A•1
6.5.3 A warning sign, with minimum''/ 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.
TUKWIL A FIRE DEPARTMENT
Please call 205-575-4407 and
give this Fire Permit Noe
and exact address foshut-
down
M t
down or restoration approval,