HomeMy WebLinkAboutPP - 4615 S 148TH ST - UNKNOWN - PERMITS AND PLANS4615 S 148TH ST
ASSOCIATED PERMITS
12-5-199 12-S-131 D12-024
SITE LOCATION
CITY OF TUKWILA
FIRE DEPARTMENT
444 Andover Park East
Tukwila, WA 98188
206-575-4407
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
**PLEASE PRINT**
Site Address: 405 /4/ T N, -
Date application
accepted:
King Co. Assessor's Tax No.: a --)! z u
Suite Number: Floor:
Tenant Name:
New e ? v�- Yes 0 - No
i
Property Owner's Name: ( _ / 7%9q S/01 Al
Mailing Address: 1 L _ i i7/ ki J/ / y9
CONTACT PERSON -if there are questions about the submittal.
Name: K�� Co6 e
Company Name
City
Day Telephone:
Mailing Address: P() Ly3x 4-3
E-mail Address: (?Or r1 fi rr, yjr le , (i,&
j�'7 City
� tFax Number:,
State Zip
32:775C
L -/2G -Z795 £c
Valuation of Project (contractor's bid price): $ C ,1:0() _ l , q g 8 5%-4- =11.'13/
Scope of Work (please provide detailed information): 19 a
/117m / AI Sf fee Ajt:4? /36 + i
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 OW
Signature:C
Print Name`
Plan Permit App.doc
5/14/10
Day Telephone:
TFD FP Form 8
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
)�-S-/3/
17 -- coOl
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
/
tiL blavV-5
Ty of Inspection:
Q CP /44 kV() /
()--et"--
Address:
Suite #: 'b i
/ y� �
C ntact Pe lin:
Pre -Fire:
Special Instructions:
Occupancy Type:
Phone No.:
Approved per applicable codes.
riCorrections required prior to approval.
COMMENTS:
/71-`1 W'y
—
0
c
S*17 l) (J-eoJS
NeedsShift Inspection:
Sprinklers:
Hrs.:
Fire Alarm:
Hood & Duct:
•
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: / 1>— c-------
Date: `7//(P// P
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
6/11/10
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
is 2- 074
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
(fin
Tye of Inspection: e_ction: /
V S Sek. o .)-;v�.a`,,
1h LV
Address: A4.
Suite #: S 16ttb
Contact Person:
C.3"�
Special Instructions:
Phone No.:
2.46t-\160
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
4) (1.,1 741%c) 1 cc)N‘r\ tqAc N*Lz.„k sarks4
g CR) - \ev ?� €1s.2 k Rvw. p ,^ k4-24-
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: Tr vs,\ 51
Date: 11 l iehe
H rs.: \ vS
$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
6/11/10
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 — 46th Lane South
Lot 8 —14831 — 46th Lane South
Lot 9 — 14837 — 46th Lane South
Lot 10 —14834 — 46th Lane South
Lot 11 —14828 — 46th Lane South
Lot 12 4645 South 148th Street.
Ob -64,/ 30
7- 3e) f i
1)17 iz s1c-f/lam
'st
1,0,25'
f; .3 --/0
107'-5"
0'-0" _ I 5,40"
10'-1"
3'-11 1/2"
3'-6 1/2"
7'-7 1/2" 9r-01/2"
4.4
too
4.4
MEDIA ROOM
0\
11-1(112
3'-10 1/2"
10'-0"
5,-9"
5'-11"
11'-6"
II
7'-3"
7'-3"
l'-2 1/213'-0 1/2"
6" ELECTRIC BELL
WIRING AND CONDUIT BY OTHERS
0'-0"
II
II
1`-7 1/2"
7'40"
71-3"
0'-81/2' 19'-0"
15'-6"
l'-2 1/213`-0 1/2"
1'-2 1/211'-6"
UPPER FLOOR SPRINKLER PIPING
ROME ittro 41"
106'-0"
5'-11" 5,-7"
0
2'x10'C12'0.c
7'-0"
12'-10"
1I
FLOOR
TABLE 1
MAXIMUM SUPPORT SPACING DISTANCE
END LINE SPRINKLER HEAD DROP ELBOW
FIPE SIZE
inches
SYSTEM PRESSURE
< 100 psi
> 100 psi
3/4"
9"
6"
1"
12"
9"
11A"
16"
12"
114"-3"
24"
12"
TABLE 2
MAXIMUM SUPPORT SPACING DISTANCE
INLINE SPRINKLER HEAD DROP TEE
PPE SIZE
inches
SYSTEM PRESSURE
< 100 psi
> 100 psi
3/4"
4'
3'
1"
5'
4'
131"
6'
5'
11,6"-3"
7'
7'
CPVC DROP
CE LING
FIRE SPRINKLER
CPVC DROP
CE LING
FIRE SPRINKLER
❑ Without Comments
▪ AS r\icketi in Red
❑ Thi?: /tarried Letter
SECURE AGAINST
UPWARD MOVEMENT
BRANCHLI42 KE CPVC
FLOOF(
CEILING
FLOOR
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED
FLOOR JOISTS
FOR USE WITH POTABLE
SECURE AGAINST
UPWARD MOVEMENT
ASTM F442CPVC
BRANCHLINE
CEILING
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
FLOOR JOISTS
GENERAL NOTES
1. System to be designed to N.F.P.A. #13D, 2007 edition and Fire Department requirements.
2. stem hydraulically calculated to Fire Departments requirements and to N.F.P.A. 13D and Manufacturers Requirements.
3. nimum pipe size tog e be 1" throughoutjob.
manufacturers
4. System to5. All underground piping to conform to Iocalu Water D parttm�enntirequirement�s. to be This is fd - or fill line 511 on block head set
6. Water Information to be provided by pump manufacturer. Source of water by owner.
WATER 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 rlse 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 andainting of pipe to be by others, If required.
11. All drilling and pnotching 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 me of inspection:
a Pressure at base of riser
b Sprinkler head location and spadng.
c Heads located from heat zones-
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.
SEE TABLE BELOW FOR NUMBER
OF HANGERS REQUIRED
ASTM F442 CPVC
BRANCHLINE *
■
1M
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"
134"
0'-0" TO 6'-6"
6'-7" TO 13'-0"
13'-1" TO 19'-6"
134"
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"
2X"
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"
These plans have been reviewed by The Tukwila Fire
-Prevention Bureau i'or conformance with current City
standards, ACCe ->..ce is subject to errors and
omissions which do i :,.. ?r.`:.r;prize violations of adopted
standards and ordl ? xns. respon , .i;ity:for the
Adequacy of designr ...: totally with the designer.
Additions, deletions ,': ; °I;is ons to these drawings after
this date will void th's , :pt. ptarice 5 nd will require a
resubmittal of revised CiraWiligS forsubsequent approval.
Final acceptance Is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
Date: " id- By: ACIA1 f
3'-10 1/2"
N
NKLER RISER
ATION
5
0'-8 1/2"
V-2 1/2"
ALLOWANCE FOR FRICTION LOSS IN CPVC FITTINGS
(EXPRESSED IN EQUIVALENT FEET OF PIPE)
FITTING
PIPE DIAMETER
3/4"
1"
1 1/4"
11 "
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
MAIN FLOOR AREA =3677 SQ.FT.
GARAGE AREA =949 SQ.FT.
TOTAL MAIN FL. AREA =4626 SQ.FT.
•Y' Hydros , +es k- ret,;, 4 •
) ' 3,41,4,A- Cf -10,...)) +es r Y Pty's veA .
MAIN FLOOR SPRINKLER PIPING Co►.,pI�I `""�i' `jP1-4 L PLiSIZ U,o,.ks
seam ur.retr f10.e/Doi..e54-X Ser..ice da -}A'11 .
2 x TRUSS OF ROOF FRAYING
R-49 ATM M A MION
Jr DRYWALL
2'z0 BOTTOM
TREATED PLATE
to . IK' ANCHOR BOLTS
Y ELBEDIENT
FINISHED GRADE
4)048'0.C. fGR
nom CCM WML.-
DRAIN RE- l, -6M
FQDIDA -..-0D
GONDHUOUS
WANG ROOM
t2' JgSTA CR 620
OF LLL AS NOTED
BY FNGtNEER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
O66TROOTION
I
4,
A * (D -8")+B s D 30"
Aa (D-203mm)+13 = D 762mm
SOFFIT FORMULA
ENGINEERED TRUSSES
024 0.C. BY
OPEN TO BELOW
�rr6 ILL BLACK
YAPOtt BARRER
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
NMI 0.00N•267.6
i
P6. AW. 6ID9. 07..0161
WALKWAY
LR -m
Mi9ILADON
TUKWILA FIRE DEPARTMENT
Please call 206-575-4407 and
give this Fire Permit No.
is-s-i� y
and exact address for shut-
clowp or restoration approval.
9
(92E DETERMINED BY
DPEND43 *610)
SKIDS 21(4 012'0.0.
FAMILY ROOM
pi'. FI OCR CCNSTRUF1101J
1' TAG PLY4000 Yk��rlill
T.LL JdSIS 6/
CRoss BRIDGING CR BLOOM -
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.
1+/4"
1.5 hr.
16 hr.
120 hr.
11/4"
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
40T 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.
114"
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 (73T)
(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'
114"
0.8"
5.0"
9.7"
19.8"
28.5"
44.6"
57.3"
79.3"
11/2"
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"
21"
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"
7 CMG. TLE Roof
104 SBNPPD,O,
BMW PAPER.
L2
d = 0.32
TIP. FEE *411 MKRIRIK:TION.
rBACINOINI AK SIDING
�1 9EATt861
STUDS 016' OC.
*21 BATT 6SUTATEN
4" GYPSUM BOARD
FT 0I To 0Dr
-FRAYING
-N70,6 YAPan
- 8
BARRER
-DRYWALL
FINISHED GRADE
Note:
Section notes by P. Eng.
shall have precedence over
designer's notes.
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
1" (25.0)
1.315 (33.4)
1.101 (28.0)
.262
134" (32.0)
1.660 (42.2)
1.394 (35.4)
.418
116" (40.0)
1.900 (48.3)
1.598 (40.6)
.548
2" (50.0)
2.375 (60.3)
2.003 (50.9)
.859
21A" (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
10' 12' 14' 16 18'
NOTES
REVISIONS
SPRINKLER SYMBOLS
SYMBOLS LEGEND
0 SYSTEMS RISER OA UPRIGHT OVER PENDENT
o RISE UP 25 PIPE SIZING
A DROP DN 1 HYDRAULIC CALC NODE
2 WAY EARTHQUAKE BRACE REVISION NUMBER
47 4 WAY EARTHQUAKE BRACE
GROOVED COUPUNG BRANCH UNE NUMBER
\#01 HANGER TYPE AND LOCATIOrI' Al > WELD TAG NUMBER
O UPRIGHT HEAD
O PENDENT HEAD
D SIDE WALL HEAD
DATE
DESCRIPTION
BY
SYM
CNT
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODEL#
ESCUT
CONN.
56
CONCEALED
WHITE
160
4.9
1/2"
7/16
RELIABLE
RC 49
Defaul
58 TOTAL HEADS ON THIS PROJECT
STEEL PIPE 11111
ANCON 511 C.P V C.
PIPE HANGER SIDE MOUNT
11ATERIAL1 CARBON MIL
A?Z110VAL31 111. AND CCL LEMLD,
MEM NEL OALVA1801 ,844OOV IT
cay.c
Pas
ERZ
A
s
C
UAL
Or°
3A4•
3111"
1714
13{14
3172
1•
31A"
11114
13114
4
114•
43114"
3353
11/14
112
1172"
47/14"
27E3
13114
7
3"
4711"
27/14
13414
$
BLAZEMASTEFF CPVC
OEMALE ADAPTER
1'CPVOADARR� 1"OALV8TE.$G"
1"CPvc
1'81E8 -PPE
r I!'IEEI. PPE
1'STEEL PIPE
NO NBTALLATIOH
TOM 8YO1)
rDACKIFLOW DEVICE
1'COMER ADAIErt
Fkdsh Floor
811818 ON EOM
NORCO FIRE PROTECTION
POINT OF CONNECTION
1COPPER LIE
RISER DETAIL
1IXti1W
6.5.3 A warning sign, with minimum 1/4 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.
ORCO
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
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)
134"
(32.0)
6.5'
(2.0)
134"
(40.0)
7.0'
(2.1)
2"
(50.0)
8.0'
(2.4)
23/4"
(65.0)
9.0'
(2.7)
3"
(80.0)
10.0'
(3.0)
L
E
OWNER INFORMATION
NAME
SIDHU HOMES INC
ADDRESS
4845 S 148TH ST
TUKWILA, WA98188
TUKWILLA, WA :
178
PHONE
425-768.2500
AS BUILT DRAWING
TUKWILLA WATER DEPT
FIRE DEPT INFORMATION
NAME
TUKWILA FIRE DEPT
ADDRESS
444 ANDOVER PAARK EAST
TUKWILA, WA98188
PHONE
425481-8827
WATER DEPT. INFORMATION
NAME
ADDRESS
PHONE
WATER INFORMATON
STATIC
75
RESIDUAL
20
GPM
4858
MAIN SIZE
8"
SOURCE
AS BUILT DRAWING
TUKWILLA WATER DEPT
BUILDING INFORMATION
SQ. FT.
4198 SQ.FT.
TYPE
Wood Fmmo
OCCUPANCY
R1381deiing
LEGAL DESCRIPTION
TAX PARCEL ID# 0042000130
4642 S 1401 St, Seattle, WA..
4642 9 148th St
Sea tie, WA 90169
c � Ji II l
1641 -5t� Il °4
2n16r„..tDi801
�`: 'Park '771'6 ���Il c it
.1. C7,112'70 rO•?! 1975-.'17]8 V,voic+G'10r972 1401 OF sn
VICINITY MAP
NO SOME
o.ilHU HOMES INC #1
4615 S 148TH ST
TUKWILLA, WA 98178 PAID
SEP 11 2012
TUKWILA FIRE
CONTRACTOR: NORCO FIRE PROTETION, INC.
PIPING PLAN
AREA 1
PERMIT NO.
CONTRACT NO. N12020
APPROVAL TUKWILLA FIRE
DRAWN BY ED COGAR
SCALE 1/8" = 1'-0"
DATE 6/12/12
REVISED
PLOTTED
2 -722V// -
FP1of1
00
z
Th
0
1'
O
"o
1_6131411
d)
51'-0"
47'-6"
16'-0"
14'-10"
16' :"
7'-9"
7'-9"
6'-5 1/2" 7'-01/2"
5'-8"
11'-0"
?/'-6" 4'-7" _ 5'-11"
SITTING
AREA.
P
•
016
AIME
ALARM
J
5'-1"
M.BATH
TALARM
ALARM
5'-5" 13'-1"
_ E
8-10
4-3 D
11!9"
BEDROOM -3
7 SMOKE
ALARM
42' MINIMUM GUARDRAILS '
7'-11"
13'-1"
5'
i
11
8-10
OPEN TO
BELOW
BEDROOM -4
Ell 111M=
16'-6"
42 MINIMUM G
MORALS TIP.
1
6'-3"
6'-3"
4'-81/2"
30'-6"
'-71/"
31.9"
8'- 0"
57'-0"
UPPER FLOOR SPRINKLER PIPING
SCALE 1/1 '1+d
TOP FLOOR AREA = 2591 SQ.FT.
OPEN TO BELOW AREA = 393 SQ.FT.
NET TOP FL. AREA =2198 SQ.FT.
F ' E SPRINKLER RISER LOCATION
co
4
4
6.5.3 A warning sign, with minimum 1/4 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.
2 2 TRUSS CF ROOF FRNaa
R-38 ATTIC NSUAS1ON
k DRYWALL
TUKWILA FIRE DEPARTMENT
EN3
:lease bail 206-575-4407 and
give this Fire
Permit No.
and exact c fid;+zss for shut-
&-,, n or r Vis' or.3tion Aapprov x MNnIaM
PLATE
6" ELECTRIC BELL
WIRING AND CONDUIT BY OTHERS
N
A
r -E
S
8' 10' 12' 14' 16' 18'
MAIN FLOOR SPRINKLER PIPING
86 I E 118"-1W
MAIN FLOOR AREA =2640 SQ.FT.
GARAGE AREA = 640 SQ.FT.
NET MAIN FLOOR AREA =2000 SQ.FT.
NOTES
REVISIONS
10' x 9C ANCHOR BOLTS
7' EMItffiENT
1X4 SIRANING,
BUONO PAPER
eRIDCE ,Rattc•
AkA,U,MMUMM,A 'A AM A
FAMILY ROOM
MTCHEN
FINISHED GRADE
8'180( CONC. YOU
DRAIN 113E
SCC LRC AGAINST
LPWARD MOVEMENT
12'=TS ORME-
CFT.,16ASNOM
BY o4CA1EER
7m. ETT. WAIL CONSTR0C1101k
HAROI-PLANK SIDING
DIADNO 1FUP
76' SEA111110
ne SUDS 018' O.C.
R21 BATT !ISOLATION
71' GYPSUM BOARD
E1191 TO COOS
-FRAMING
-NS2A10N
- VAPOOR BARRER
- DRYWALL
i% %,% %,%+% %+% %+%,% %+%,%+% Pziz v2 ;23► %✓%,%+%+% %,%+%.%)%+% %,%+% % %
FINISHED GRADE
LJ
TAB LE 1
MAXIM. M S..DD04T SPACING )ISTANCc
cis!" INc S°RINK cR -cA') ')RO° c 90W
DIDc SIZc
inches
SYSTcM oRcSS..Rc
< 100 psi
> 100 psi
3/4"
9"
6"
1"
12"
9"
134"
16"
12"
134"-3"
24"
12"
TABLE 2
MAXIM. M S..°DORT S°ACING "ISTANCc
IN INc S°RINK cR -cAD ,R0° Tcc.
DIDc SIZc
inches
SYSTcM oRcSS..4c
< 100 psi
> 100 psi
3/4"
4'
3'
1"
5'
4'
134"
6'
5'
134"-3"
7'
7'
d
•
Ktl,outComments
A 1 of,: d In Red
Per The Attached Letter
ph -
'se plans have haa.e i ,slewed by The Tukwila Fire
with current City
•to errors and
C 1)3 ` t'.y 1:) ,. ;,:, violations of adopted
l.i -d5 c+ ) Gi'dir?.:; - ; The ('::sponS':hlliiy for the
i0 y
of 1 1 ::^ t '5.: 411tH tile designer.
drawings after
+.,
date ViIC!li require a
approval.
nal acceptance. 1:; 51)6.:;;c:.+: t::d i'si: and inspection by
?"s:e Tukwila Fire Pi:..': f!il;.'•"t ';I,.is" i�U.
py r
-a.
FL.NIAIAAI
&ARP CONTAUCUS
ASTM 114 C PVC
B RANC I'L E
Roo/
C OILING
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED roR LSE WITII POTABLE WATER
FLOOR JOISTS
SECTION A
SEC LRE AGAINST
FLOOR UPWARD MOVEMENT
ASTM 114 C PVC
BRANCIIL E
C DLIt�fG
FLOOR JOISTS
FIRE SPRINKLER
*NSF INTERNATIONAL APP.ROVED FOR LSE WITII POTABLE WATER
STEEL PIPE
l• STEEL ME
1'81E8. PPE
1• BAdffiAW DEVICE
A&5
1•COPPER AOAFREft
MORGAN
PbN
SCALE:1/4"-1'
B LAZEMASTCRe C PVC
tal
EMALE ADAPTER
1•SALvIMMO'
atinaiNDUIT
AID INSTALLATKN
TORE Wanting
ORAN
NORCO FIRE PROTECTION
POINT OF CONNECTION
DIECHARGE
OHMS DRAINECIF
°
1" COPPER UNE
RISER DETAIL
cede 1n+M147
ALLOWANCE roR FRICTION LOSS IN CPVC FITTINGS
(EXPRESSED IN EQUIVALENT rCET OF PIPE)
FITTING
PIPE DIAMETER
3/4"
1"
1 1,4"
1 h"
2"
21h"
3"
TCC B RANC I
I 3
5
6
8
10
12
15
TEE RLN
1
1
1
1
1
2
2
ELB OW 90'
7
7
8
9
11
12
13
CLB OW 45'
1
1
2
2
2
3
4
COLPLING
1
1
1
1
1
2
2
SPRINKLER SYMBOLS
Scc
TA9 c 9c OW cOR N..M961R
Oc-ANGcRS 4cQ. R
ate
ASTM 61442 C PVC
9RANC- INc*
MINIMUM ALLOWABLE I'ANGERS
Dc4 cNGT- Oc 0IDc
Ncc ,SIZc
inches
pipe eng.h
1 -anger
2 -angers
3 -angers
3/4"
0'-0" TO 5'-6"
5'-7" TO 11'-0"
11'-1" TO 16'-6"
1"
O'-0" TO 6'-0"
6'-1" TO 12'-0"
12'-1" TO 18'-O"
134"
0'-O" TO 6'-6"
6'-7" TO 13'-0"
13'-1" TO 19'-6"
114"
0'-O" TO 7'-0"
7'-1" TO 14'-0"
14'-1" TO 21'-0"
2"
0'-O" TO 8'-0"
8'-1" TO 16'-O"
16'-1" TO 24'-0"
234"
0'-O" 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"
* NSc-iNT61RNATIONA ADDROV6' cOR ...Sr WIT- ROTAS 61 WATER
B LAZEMASTER® PIPE DIMENSIONS
SIR 13.5 (ASTM 61442)
INC -61S (MI IM6T614S)
NOMINA SIZ61
AVcRAG6 0')
AVcRAG61 1')
1O.,N')S/R.
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
134" (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
DP= -ANGcR
(C 0561 TO T6161)
ASTM 61442 CRVC
9RANC- IN61*
C611 ING
611R61 S°RINK 61R
WOO+) ..GISTS
• NSc INT61RNATIONA AODROVc') 6144 ...Sc WIT- °OTA9 c WAT61R
rLOO�
C PVC DROP
C CILING
FIRE SPRINKLER
C PVC DROP
FIRE SPRINKLER
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
bSprinkler 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.
�h p �� IA,,¢'L. I��f� �� T.X 461, wadcl- �"PP`� � .; t ( �►"-{!.�
1.i., , 4 - 1 -•Yeo vit�r�.
ISMJTAKL�. ,4, �u����red.
CLRE TIMES WITII ONE STEP SOLVENT CEMENT
200 psi (MAXIM..M) T615T DR61SS..Rc
DIDc SIZc
Inches
Ambien. Tempera.ire ')!ring C ire period
60'61 .o 120'61
40'61 ,0 59'61
0'61 .0 39'61
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 No.e 1
234"
8 hr.
72 hr.
See No.° 1
3"
8 hr.
72 hr.
See No.e 1
No.e 1 61or .hese sizes, .he solven. cemen, can be applied a. .empera.ires
below 3761, however, .he sprinkler sys.em .empera.ire m 1s. be raised .o
a .empera.ire o' 32'61 or above and allowed .o sire per .he above
recommenda,ions prior .0 press ire .es.ing.
C LRC TIMES WITII ONE STEP SOLVENT C EMENT
200 psi (MAXIM..M) TcST °RcSS..126
DIDc SIZc
inches
Ambien. Tempera.ire 1 Aring C ire period
60'61 .o 120'61
40'61 ,0 59'61
0'61 .0 39'61
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 No.e 1
234"
8 hr.
72 hr.
See No.e 1
3"
8 hr.
72 hr.
See No.e 1
PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73'F)
(ONE END RESTRAINED)
01061 SI261
inches
LENGTI I or RLN (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"
45.8"
134"
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"
SYMBOLS
O SYSTEMS RISER
o RISE UP
o DROP DN
2 WAY EARTHQUAKE BRACE
4 WAY EARTHQUAKE BRACE
GROOVED COUPLING
\#01 HANGER TYPE AND L
O UPRIGHT HEAD
@ PENDENT HEAD
D SIDE WALL HEAD
LEGEND
OA UPRIGHT OVER PENDENT
25 PIPE SIZING
1 HYDRAULIC CALC NODE
1 REVISION NUMBER
1❑ BRANCH LINE NUMBER
OCAq1 WELD TAG NUMBER
DATE
DESCRIPTION
BY
SYM
CNT
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODEL#
ESCUT
CONN.
39
CONCEALED
WHITE
160
4.9
1 /2"
7/16
RELIABLE
RC 49
Defaul
39 TOTAL HEADS ON THIS PROJECT
d = 0.329 5
i
No.e 1 cor .hese sizes, .he solven. cemen. can be applied a. ,empera.ires
below 3761, however, ,he sprinkler sys.em ,em para. ire m is, be raised .0
a .empera.ire o' 32'61 or above and allowed .0 tire per .he above
recommenda,ions prior .0 pressire .es.ing.
PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73'F)
(ONE END RESTRAINED)
PIPE SIZE
inches
LENGTH OF RLN (L) IN FEET
2'
5'
7'
10'
12
15'
70.5"
17'
90.6"
20'
125.4"
3/4"
1.3"
7.8"
15.4"
31.3"
45.1"
1"
1.0"
6.3"
12.3"
25.0"
36.0"
56.3"
72.3"
1 00.1 "
1 %"
0.8"
5.0"
9.7"
19.8"
28.5=-44,6"
10.0'
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"
L2
d = 0.329
A= (D -8")+B A D 30"
A� (D-203mm)+8 f D 762mm
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
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
CZYA
PDS
SOX
A
3
C
UAL
+
GE/
3/4"
3113"
19/'14
13114
51/3
1"
332"
111114
13/14
4
11/4"
438P
3313
13/14
41/3
11/3"
47/14"
37/33
13/14
7
2"
47/1"
2784
13/14
• $
B LAZEMASTER® PIPE
S')R 13.5 (ASTM c442)
-ANGcR S°ACING
NOMINA SIZc
MAX SDACING
inches (mm)
'ee.
(m)
3/4"
(20.0)
5.5'
(1.7)
1"
(25.0)
6.0'
(1.8)
134"
(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)
OWNER INFORMATION
NAME
SIDHU HOMES INC
ADDRESS
4645 S 148TH ST
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
75
RESIDUAL
20
GPM
4856
MAIN SIZE
8"
SOURCE
AS BUILT DRAWING
TUKWILLA WATER DEPT
BUILDING INFORMATION
SQ. FT.
4198 SQ.FT.
TYPE
Wood Frame
OCCUPANCY
Residential
LEGAL DESCRIPTION
TAX PARCEL ID# 0042000130
L n+ r1tcY
a 11--8;.V.. '
4642 5 148th St, Seattle, WA,„ '.
4642 5148th St
Seattle, WA 98168
5 Fort Dent
Park
I,l \
I -i 'trim„ 1�
la
hp
1� 16 h rS4
2,111142 Creetuie-Fp
wjr L _
'Parkl ii 1111
coronalOffiV (PI 18041-2008 A'KrosolConcca-.b,rt,OFH 1.6.1
ril An nate'reeenee
N
VICINITY MAP w-'1-11
NO SCALE
SIDHU HOMES INC #1
4615 S 148TH ST
TUKWILLA, WA 98178
CONTRACTOR: NORCO FIRE PROTETION, INC.
S
OAID
JUN 14 2012
TUKVILA FIRE
/z7/✓
PIPING PLAN
AREA 1
PERMIT NO.
CONTRACT NO. N12020
APPROVAL TUKWILLA FIRE
DRAWN BY ED COGAR
SCALE
1/8" = 1'-0"
DATE
6/12/12
REVISED
PLOTTED
FF' 1of1