HomeMy WebLinkAboutPP - 13355 56TH AVE S - CASTILLO RESIDENCE - PERMITS AND PLANS13355 56TH AVE S
ASSOCIATED PERMITS
04-5-179
FIRE SYSTEMS WEST, INC.
219 FRONTAGE ROAD, NORTH SUITE B
PACIFIC,WA 98047
HYDRAULIC CALCULATIONS
FOR
CASTILLO RESIDENCE
13355 56TH AVE SOUTH
FILE NUMBER: CASTILLO
DATE: 9/01/04
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: RESIDENTIAL NFPA-13D
DENSITY: 20 GPM/SPRINKLER
AREA OF APPLICATION: 256 sq. ft.
COVERAGE PER SPRINKLER: 256 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 40.6 gpm
TOTAL WATER REQUIRED (including hose): 40.6 gpm
FLOW AND PRESSURE (@ CITY): 40.6 gpm @ 60.5 psi
SPRINKLER ORIFICE SIZE: K=4.1 inch
NAME OF CONTRACTOR: FIRE SYSTEMS WEST
DESIGN/LAYOUT BY: PAUL BOZE
AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPARTMENT
CONTRACTOR CERTIFICATION NUMBER: FIRESWI140B1
• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 9/2/2004 E:\HASSFILE\CASTILLO.SDF
JOB TITLE: CASTILLO RESIDENCE
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
CITY 65.0 20.0 500.0 64.6 40.6 60.5
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 40.6 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 40.6 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 16.0 K= 4.10 23.8 20.0
2 16.0 K= 4.10 25.3 20.6
3 16.0 - - - - 32.6
4 8.0 41.4
5 8.0 45.9
6 8.0 44.4
7 8.0 43.8
TOR 8.0 46.5
BF1 2.0 49.5
BF2 2.0 53.5
BOR 0.5 55.6
CITY 0.0 SOURCE 60.5 40.6
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 9/2/2004 E:\HASSFILE\CASTILLO.SDF
JOB TITLE: CASTILLO RESIDENCE
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 -20.0 1.101 PL 14.00 PF 1.5
1 16.0 4.1 23.8 20.0 6.7 150 FTG 2E PE 0.0
2 16.0 4.1 25.3 20.6 0.068 TL 21.65 PV
Pipe: 2 -40.6 1.101 PL 15.50 PF 7.3
2 16.0 4.1 25.3 20.6 13.7 150 FTG ET PE 0.0
3 16.0 0.0 32.6 0.0 0.252 TL 28.89 PV
Pipe: 3 -40.6 1.101 PL 8.00 PF 5.4
3 16.0 0.0 32.6 0.0 13.7 150 FTG ET PE 3.5
4 8.0 0.0 41.4 0.0 0.252 TL 21.39 PV
Pipe: 4 -27.2 1.101 PL 16.00 PF 4.5
4 8.0 0.0 41.4 0.0 9.2 150 FTG 3ET PE 0.0
5 8.0 0.0 45.9 0.0 0.120 TL 37.04 PV
Pipe: 5 13.4 1.101 PL 25.00 PF 1.5
5 8.0 0.0 45.9 0.0 4.5 150 FTG 3ET PE 0.0
6 8.0 0.0 44.4 0.0 0.032 TL 46.04 PV
Pipe: 6 6.7 1.101 PL 33.50 PF 0.5
6 8.0 0.0 44.4 0.0 2.3 150 FTG 4ET PE 0.0
7 8.0 0.0 43.8 0.0 0.009 TL 58.36 PV
Pipe: 7 6.7 1.101 PL 33.50 PF 0.5
6 8.0 0.0 44.4 0.0 2.3 150 FTG 4ET PE 0.0
7 8.0 0.0 43.8 0.0 0.009 TL 58.36 PV
Pipe: 8 13.4 1.101 PL 52.00 PF 2.4
7 8.0 0.0 43.8 0.0 4.5 150 FTG 6E PE 0.0
4 8.0 0.0 41.4 0.0 0.032 TL 74.95 PV
Pipe: 9 -40.6 1.402 PL 3.00 PF 0.6
5 8.0 0.0 45.9 0.0 8.4 150 FTG E PE 0.0
TOR 8.0 0.0 46.5 0.0 0.078 TL 7.90 PV
Pipe: 10 -40.6 1.402 PL 6.00 PF 0.5
TOR 8.0 0.0 46.5 0.0 8.4 150 FTG ---- PE 2.6
BF1 2.0 0.0 49.5 0.0 0.078 TL 6.00 PV
Pipe: 11 FIXED PRESSURE LOSS DEVICE
BF2 2.0 0.0 53.5 0.0 4.0 psi, 40.6 gpm
BF1 2.0 0.0 49.5 0.0
Pipe: 12 -40.6 1.402 PL 3.00 PF 1.4
BF2 2.0 0.0 53.5 0.0 8.4 150 FTG ET PE 0.6
BOR 0.5 0.0 55.6 0.0 0.078 TL 17.69 PV
Pipe: 13 -40.6 1.380 PL 30.00 PF 4.7
BOR 0.5 0.0 55.6 0.0 8.7 150 FTG ETCG PE 0.2
CITY 0.0 SRCE 60.5 (N/A) 0.084 TL 55.69 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 9/2/2004 E:\HASSFILE\CASTILLO.SDF
JOB TITLE: CASTILLO RESIDENCE
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
NOTES:
(1) Calculations were performed by the HASS 7.6 computer program
under license no. 5009058210 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
(2) The system has been calculated to provide an average
imbalance at each node of 0.013 gpm and a maximum
imbalance at any node of 0.143 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 13.7 ft/sec at pipe 3.
(4) 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 GatV1v AlmChk DPV1v NPTee
1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33
1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00
1.402 3.24 6.48 2.16 7.56 6.48 1.08 10.80 10.80 6.48
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 9/2/2004 E:\HASSFILE\CASTILLO.SDF
JOB TITLE: CASTILLO RESIDENCE
WATER SUPPLY ANALYSIS
500.0 gpm
Static: 65.00 psi Resid:
rl N
O
0
O
O
—o
0
O
— 0
CO
r-1 N
O O O O
O O O
O N t0 Lfl
O
O
M
O O
N ri
0 0w a4 U) aw--a,U)----
O
O
b
O
— O
10
O
—
Lf1
O
—
O
—
M
O
—
N
N
d4
ci
FLOW (GPM)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 9/2/2004 E:\HASSFILE\CASTILLO.SDF
JOB TITLE: CASTILLO RESIDENCE
WATER SUPPLY CURVE
72+
66+
0
1\
60X\
I \
I \
I \
54+ \
I \
I \
I \
P 48+
R I
E I
S, 1
S 42+
U I
R 1
E 1
36+
( 1 \
P I
S 1
I 30+
) I
24+ \
I \
I \
* <-20.0 psi @ 500 gpm
18+ Flow Test Point
12+ LEGEND
I "
I X = Required Water Supply
60.46 psi @ 40.6 gpm
6+
I 0 = Available Water Supply
64.57 psi @ 40.6 gpm
I"
0++-+---+----+ + + + + + +
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
174847
14-
f
0
17
CPVC HANGERS/RESTRAINERS
TYPICAL APPLICATIONS
--- HANGER
- APPLICATION
1RESTRAINER
APPLICATION
FIG 22
MAIN FL -00R FLA NJ
-_ �'/S-" I, -Q
FIG. 23
AL1 TOLCO HANGERS 1 RESTRAINER$
USED WITH CPVC PLASTIC PIPE
CONFORMTO NFPA 13, 13R, $ 13D.
APPROVED FASTENERS ARE
FURNISHED BY MANUFACTURER
WITH FIG. 22, FIG. 23 & FIG.24 SURGE
RESTRAINER
Fla 29
798 E. HARRISON STREET CORONA, CALIFORNIA 91719
(909) 737 5599 FAX (909) 737-0330 (510) 791 2832
G ELECTRIC BELL
0-300 Psi GAUGE --�.
WAo-ERFLOW S wkTcr
POTTE'2 VSR-SF
r
1
PARTIAL
SECTION eRIGHT
1
1
0-
r �
•'-0)' 0
e
4*
n
r
err
� 1
t
MA1N1 FLOOR
•
t N.
0
2 N° FLOOR AIN
e— 0
SPARE SPRINKLER 1= -ox. IS
NOT REQUIRED 5y NrPA IBD
r DRAIN LINE PIPE TO
SAFE EDI SCHAP.CX OUTSIDE
r1- ^MES 2O X) e Doc) BLE.
GNEGiL BACrFLOW ASsEMeLY
FIRE SYSTEMS WEST
START- POINT
! s E R D ETA I L_
Notes: _
ACCEPTED
❑ Without Comments
❑ As Noted In Red
❑ Per The Attached Letter
f
These plans harp been reviewed by The Tukw la Fire
Prevenuon Bureau for cor fcr Hance with currert coy
-tandards Acceptance )1ECt to errors and
omission's 41h eh ",o nG uJLhorl_e v'o1aLions of adop ed
1 standards arra c. _Iola ices 1 re re: onatbtl tJ for the
rUCq.iacy
of Gt2Y gn Jest's t -t: Ily With the des gior
,Additions o- r r ans ri these drawings after
this date will Yo d trii5 acceptance and Will requ re a
resubmittal of revised drawings for subsequent approval
Final acceptance is subject to field test and inspect
The Tukwila Fire Pre,rentronB�ureau
Date c)/(q d`i By 02167°
1 Pipe and fittings are 1" CPVC plastic U N 0.
2. Hangers shall be installed a maximum of
• 6'-0" apart for 1" CPVC.
■ _ 6'-6" apart for 1'/4" CPVC.
• 12" from drop.
3. Piping shall run concealed. In attic or cold areas the insulation shalt be
Installed over the piping
4. Sprinklers shall be installed in all rooms except clothes closets, linen
closets and pantries where the area does not exceed 24 square feet
and the least dimension does not exceed 3 feet and the watts and
ceilings are surfaced with non-combustible or limited combustible
matenais.'
12
f UKWILA FIRE L)EfA Y i v. i'l I
Please call 575-4407
and give this job
No O
and exact address for shut-
down or restoration approval.
- 2wt0 F'RAM1Nt. ON GLB'S
INsULATkan[ ovEe. Pi PE
f A.RTIALL SEG -r, ON
Vis-- 1 -o
•
•
5. The garage is exempt from sprinkler coverage except for a sprinkler
above the CPVC spnnkler riser
6 Maximum coverage per sprinkler is 16 feet by 16 feet (20 gpm flowing
per head), or 8'-0" from any wall
Exclusions
1. Electrical or alarm wiring or installation
2 Underground water supply, tank or pump
1
CONTRACT NAME
CASTILLU ESIbENCE
13355 5G,' AVE S
TUKWILA , WA 98 17,5
Z000 - 8G9 - 4783
CONTRACT
NATH 6
—SAME A5 ABOVE-
3111:75)
BOVE—
HANQER LEQEND
SPRINKLER HEADS
REVISIONS
QENERAL NOTES
A
'"U' HOOK
L
"L ROD
SYMBOL
TYPE
MFG
MODEL
SIZE
TEMP
FINISH
CANOPY
QUANTITY
MK
DATE
BY
DESCRIPTION
B
COACH SCREW ROD
M
MACHINE THREADED ROD
0
CONCEALED
VIKING
MIRAGE
14- 4 I
T55°
W H4 IT E
W H ITE
14-
c
C` CLAMP
N
TOGGLE NUT
0
RECESSED
VIKII'4G
VK 430
4- 4,3
1551'
WHITE
WH TE
7
A
D
E
TOP BEAM CLAMP
EYE ROD
P
R
POWDER DRIVEN STUD
WEDGE ANCHOR
0 -
RECESSED
VIKING
VK 43c,
x_43
175°
WHITE
W141TE
3
A
F
FLUSH SHED.
T
APPROVALS REQUIRED
G
H
J
K
CEILING FLANGE
SIDE BEAM BRACKET
"J' BOLT
SHORT CLIP
U
W
C ITY._ OF _TUKLc/ ILA
2 -
V'S (Ai rsuv
X
Y
TOTAL THS SHEET
24
1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED
2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS
SHOWN THUSLY (1-6) WHICH ARE END TO END
3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA
PAMPHLET NO 13
4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH
NFPA PAMPHLET NO 13
5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13
6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN
ACCORDANCE WITH NFPA PAMPHLET NO 13
7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER W PIPES FROM
FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM.*
8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER
PIPING I5 THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL
REPRESENTATIVE,
SEP - 2 2004
•3;t( A'7(
Fire Systems west
219 Frontage Road North, Suite B
Pacific, WA 98047 _
(253) 833-1248
fax(253)735-0113 -
WA CL IFIRESWI 14081
WA ECL #F1RESWI 055LW
0 Ct FAB BY
QC IESrALL BY
/
DESIGNER
DATE
JOB NO
PAUL- Bd2E
8 -3I -a4
SHEET
2-I I- 9070
I OF=