HomeMy WebLinkAbout1695 FARADAY AVE; ; AS050096; PermitCity of Carlsbad
Sprinkler Permit
Permit No: AS050096
Job Address: 1695 FARADAY AV
Permit Type: SPRINK
Parcel No: 2121303400
Lot #: 0
Reference No.:
Status: VOID
Applied 4/28/2005
Approved:
Issued:
PC #: Inspector:
Project Title: SMAC-MEZZANINE #1 FIRE SPRINKLER PLAN CHECK &
INSPECTIONS
Applicant:
WEST COAST FIRE PROTECTION
271 ROYMAR RD
SUITE F
OCEANSIDE, CA
(760)754-8472
Owner:
SYSTEM MACHINES AUTOMATION
COMPONENTS CORP
C/OS MAC
5807 VAN ALLEN WAY
CARLSBAD CA
Fees ($) Add'I Fees ($) Total ($) Balance ($)
L 115 0 115 115
A Gosool(v
WEST COAST FIRE PROTECTION
271 ROYMAR ROAD SUITE F
OCEANSIDE,CA 92054
HYDRAULIC CALCULATIONS
141011.1
SMAC - MEZZANINE #1 CALC.
@ .40/ENTIRE AREA 764SF
FILE NUMBER: 05-63
DATE: APR 27, 2005
—DESIGN DATA—
OCCUPANCY CLASSIFICATION:
DENSITY:
AREA OF APPLICATION:
COVERAGE PER SPRINKLER:
NUMBER OF SPRINKLERS CALCULATED:
TOTAL SPRINKLER WATER FLOW REQUIRED:
TOTAL WATER REQUIRED (including hose):
FLOW AND PRESSURE (@ BOR):
SPRINKLER ORIFICE SIZE: L/O inch
NAME OF CONTRACTOR: WEST COAST FIRE PROTECTION
DESIGN/LAYOUT BY: JERMEIAH BALCH
EXTRA HAZARD
.40 gpm/sq. ft.
(ENTIRE AREA) sq. ft.
764 sq. ft.
12 sprinklers
495.2 gpm
995.3 gpm
995.3 gpm @ 79.9 psi
AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE
CONTRACTOR CERTIFICATION NUMBER: C16-763542
IbARLS BAD
FIRE DEPARTMENT
APPROVED
Subject to field inspection and requked
tests, notations hereon, conditions In
coriespOndence and conformance With
applicabiS r. ulat a. The stamping
ofthesep s 5otbehøldtOPO1fl'
orappr otanyla
By Date
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 4/27/2005 C:\HASS76\SMAC-MEZZ1.SDF
JOB TITLE: SMAC - MEZZ. #1 CALC ( .40/FULL AREA
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
BR 96.0 93.7 1691.2 95.1. 995.3 79.9
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 995.3 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 400.0 GPM
OTHER HOSE STREAM ALLOWANCES 100.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 495.3 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 8.7 K=11.20 8.1 31.9
2 8.7 K=11.20 8.5 32.7
3 8.7 K=11.20 9.9 35.2
4 8.7 K=11.20 13.4 40.9
5 8.7 K11.20 18.6 48.2
6 8.7 K=11.20 29.9 61.2
7 8.7 - - - - 42.6
8 27.5 - - - - 53.8 -- -
9 8.7 K=11.20 7.8 31.2
10 8.7 K=11.20 8.2 32.0
11 8.7 K=11.20 9.5 34.5
12 8.7 K=11.20 12.8 40.1
13 8.7 K=11.20 17.8 47.3
14 8.7 K=11.20 28.7 60.0
15 8.7 - - - - 40.9
16 27.5 - - - - 54.4 - - -
A 27.5 - - - - 62.5
B 27.5 - - - - 62.7
C 25.8 - - - - 68.7
D 25.8 - - - - 68.7
E 25.8 - - - - 68.8 - - -
TR 25.8 HOSE STREAM 68.9 100.0
BR 0.5 SOURCE 79.9 595.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 4/27/2005 C:\HASS76\SMAC-MEZZ1.SDF
JOB TITLE: SMAC - MEZZ. #1 CALC @ .40/FULL AREA
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 -31.9 1.639 FL 12.00 PF 0.4
1 8.7 11.2 8.1 31.9 4.8 120 FTG ---- FE 0.0
2 8.7 11.2 8.5 32.7 0.035 TL 12.00 PV
Pipe: 2 -64.6 1.639 FL 10.50 PF 1.4
2 8.7 11.2 8.5 32.7 9.8 120 FTG ---- FE 0.0
3 8.7 11.2 9.9 35.2 0.129 TL 10.50 PV
Pipe: 3 -99.8 1.639 PL 12.00 PF 3.5
3 8.7 11.2 9.9 35.2 15.2 120 FTG ---- FE 0.0
4 8.7 11.2 13.4 40.9 0.290 TL 12.00 PV
Pipe: 4 -140.7 1.639 PL 9.50 PF 5.2
4 8.7 11.2 13.4 40.9 21.4 120 FTG ---- FE 0.0
5 8.7 11.2 18.6 48.2 0.547 TL 9.50 PV
Pipe: 5 -189.0 1.639 FL 12.00 PF 11.3
5 8.7 11.2 18.6 48.2 28.7 120 FTG ---- FE 0.0
6 8.7 11.2 29.9 61.2 0.944 TL 12.00 PV
Pipe: 6 -250.2 1.639 FL 8.00 PF 12.7
6 8.7 11.2 29.9 61.2 38.0 120 FTG ---- FE 0.0
7 8.7 0.0 42.6 0.0 1.587 TL 8.00 PV
Pipe: 7 -250.2 2.104 FL 19.50 PF 19.4
7 8.7 0.0 42.6 0.0 23.1 120 FTG 2ET FE -8.2
8 27.5 0.0 53.8 0.0 0.470 TL 41.30 PV
Pipe 8 -31.2 1.639 FL 12.00 PF 0.4
9 8.7 11.2 7.8 31.2 4.7 120 FTG ---- FE 0.0
10 8.7 11.2 8.2 32.0 0.034 TL 12.00 PV
Pipe: 9 -63.2 1.639 FL 10.50 PF 1.3
10 8.7 11.2 8.2 32.0 9.6 120 FTG ---- FE 0.0
11 8.7 11.2 9.5 34.5 0.124 TL 10.50 PV
Pipe: 10 -97.7 1.639 FL 12.00 PF 3.3
11 8.7 11.2 9.5 34.5 14.9 120 FTG ---- FE 0.0
12 8.7 11.2 12.8 40.1 0.278 TL 12.00 PV
Pipe: 11 -137.8 1.639 FL 9.50 PF 5.0
12 8.7 11.2 12.8 40.1 20.9 120 FTG ---- FE 0.0
13 8.7 11.2 17.8 47.3 0.526 TL 9.50 PV
Pipe: 12 -185.0 1.639 FL 12.00 PF 10.9
13 8.7 11.2 17.8 47.3 28.1 120 FTG ---- FE 0.0
14 8.7 11.2 28.7 60.0 0.908 TL 12.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 4/27/2005 C:\HASS76\SMAC-MEZZ1.SDF
JOB TITLE: SMAC - MEZZ. #1 CALC @ .40/FULL AREA
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: 13 -245.0 1.639 FL 8.00 FE' 12.2
14 8.7 11.2 28.7 60.0 37.3 120 FTG ---- PE 0.0
15 8.7 0.0 40.9 0.0 1.526 TL 8.00 PV
Pipe: 14 -245.0 2.104 FL 26.00 FE' 21.6
15 8.7 0.0 40.9 0.0 22.6 120 FTG 2ET PE -8.2
16 27.5 0.0 54.4 0.0 0.452 TL 47.80 PV
Pipe: 15 -250.2 2.703 PL 62.25 PF 8.6
8 27.5 0.0 53.8 0.0 14.0 120 FTG ---- PE 0.0
A 27.5 0.0 62.5 0.0 0.139 TL 62.25 PV
Pipe: 16 -245.0 2.703 FL 62.25 FE' 8.3
16 27.5 0.0 54.4 0.0 13.7 120 FTG ---- FE 0.0
B 27.5 0.0 62.7 0.0 0.134 TL 62.25 PV
Pipe: 17 -250.2 2.703 FL 1.75 FE' 5.4
A 27.5 0.0 62.5 0.0 14.0 120 FTG 2T FE 0.8
C 25.8 0.0 68.7 0.0 0.139 TL 39.05 PV
Pipe: 18 -245.0 2.703 FL 1.75 PF 5.2
B 27.5 0.0 62.7 0.0 13.7 120 FTG 2T FE 0.8
D 25.8 0.0 68.7 0.0 0.134 TL 39.05 PV
Pipe: 19 -250.2 8.249 PL 12.00 FE' 0.0
C 25.8 0.0 68.7 0.0 1.5 120 FTG ---- FE 0.0
D 25.8 0.0 68.7 0.0 0.001 TL 12.00 PV
Pipe: 20 -495.2 8.249 FL 22.00 FE' 0.1
D 25.8 0.0 68.7 0.0 3.0 120 FTG T PE 0.0
E 25.8 0.0 688 0.0 0.002 TL 63.11 PV
Pipe: 21 -495.2 8.249 FL 28.00 FE' 0.1
E 25.8 0.0 68.8 0.0 3.0 120 FTG E FE 0.0
TR 25.8 H.S. 68.9 100.0 0.002 TL 49.14 PV
Pipe: 22 -595.3 8.249 PL 26.00 FE' 0.1
TR 25.8 H.S. 68.9 100.0 3.6 120 FTG G FE 10.9
BR 0.5 SRCE 79.9 (N/A) 0.003 TL 30.70 PV
NOTES:
(1) Calculations were performed by the HASS 7.6 computer program
under license no. 27081246 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 4/27/2005 C:\HASS76\SMAC-MEZZ1.SDF
JOB TITLE: SMAC - MEZZ. #1 CALC 0 .40/FULL AREA
The system has been calculated to provide an average
imbalance at each node of 0.004 gpm and a maximum
imbalance at any node of 0.098 gpm.
Total pressure at each node is used in balancing the system.
Maximum water velocity is 38.0 ft/sec at pipe 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
Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee
1.639 4.36 8.73 2.18 9.82 6.54 1.09 10.91 10.91 8.73
2.104 5.45 10.90 3.27 11.99 6.54 1.09 10.90 10.90 10.90
2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65
8.249 21.14 41.11 15.27 52.85 14.09 4.70 36.41 36.41 41.11
120.0
100.0
G
A
U
G
E 80.0
P
R
E
S S 60.0
U
R
E
1
2
WATER SUPPLY ANALYSIS
Static: 96.00 psi Resid: 93.70 psi Flow: 1691.2 gpm
LEGEND
Available pressure
1 95.14 psi @ 995.3 gpm
Required pressure
2 79.94 psi @ 995.3 gpm
Source Supply Curve
System Demand Curve
40.0
p
S
1
4SI
-14.7
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 4/27/2005 C:\HASS76\SMAC-MEZZ1.SDF
JOB TITLE: SMAC - MEZZ. #1 CALC @ .40/FULL AREA
WATER SUPPLY CURVE
96*\\\\\\\\\\\\\\\\\0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
I 93.7 psi @ 1691 gpm-> *
Flow Test Point
88+
80+ X
72+
P 64+
R I
E I
S I
S 56+
UI
R I
E I
48+
( I
P I
S I
I 40+
) I
32+
24+
16+ LEGEND
I VT
I X = Required Water Supply
I 79.94 psi @ 995.3 gpm
8+
I 0 = Available Water Supply "
95.14 psi @ 995.3 gpm
0++_+___+____+-----+------+---------+--------+---------+-----------+
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
X%tauIicr
PRODUCT DESCRIPTION
V34, KII.2
Models V3403, V3404, V3407 and V3408
Standard Spray Pendent and Upright
Standard and Quick Response
and Models V3403 and V3407
Storage Protection (densitylarea) Sprinklers
Standard Response
11 See Victaullc
publication 10.01
lbr details.
vtoi
V3408
Pendent
V3403 V3404
Upright
The Models V3403, V3404,
V3407 and V3408 Standard
Spray Sprinklers are
designed to protect any
hazard defined within NPFA
13 where Standard Spray
Sprinklers are allowed as fire
protection. The Models
V3403 and V3407 standard
response sprinklers are also
special sprinklers designed,
tested and Listed for "Stor-
age Protection" utilizing the
density/area criteria per
NFPA 13, 2002 edition (for
example: Figure 12.3.3.1.5)
Note 2, Figure 12.3.3.1.5(d)
Note 5, Paragraphs
12.3.3.5.1.2, 12.3.2.5.1.2, etc.)
In addition the FM Global
Approval Guide and Loss
Prevention Data Sheets must
also be followed when install-
ing these Model V34 sprin-
klers. FM Global refers to all
these models as "Control
Mode" sprinklers for use in
storage applications utiliz-
ing the density/area design
method. The discharge rates
for Model V34 (ELO) sprin-
klers are twice that of stan-
dard ½" (15 mm) sprinklers
and up to 60 percent higher
than 1½" (20 mm) orifice
sprinklers. The design incor-
porates state-of-the-art, heat
responsive, frangible glass
bulb design (standard or
quick response) for prompt,
precise operation.
The die cast frame Is more
streamlined and attractive
than traditional sand cast
frames. It is cast with a hex-
shaped wrench boss to allow
easy tightening from many
angles, reducing assembly
effort. This sprinkler is avail-
able In various temperature
ratings (see chart on page 2)
to meet many design
requirements.
Sprinkler Operation
The operating mechanism is
a frangible glass bulb which
contains a heat responsive
liquid. During a fire, the
ambient temperature rises
causing the liquid in the bulb
to expand. When the ambi-
ent temperature reaches the
rated temperature of the
sprinkler, the bulb shatters.
As a result, the waterway is
cleared of all sealing parts
and water is discharged
towards the deflector. The
deflector is designed to dis-
tribute the water in a pattern
that is most effective in con-
trolling the fire.
Coverage
For coverage area and sprin-
kler placement, refer to NFPA
13 standards, the FM Global
Approval Guide and Loss
Prevention Data Sheets
where applicable.
TECHNICAL SPECIFICATIONS
Exaggerated for clarity
Models: V3403, V3404, V3407,
V3408
Style: Pendent or Upright
Nominal Orifice Size: %'
(16 mm)
K-Factor: 11.2 Imp. (16,1 S.LA)
Nominal Thread Size:
%" NPT (20 mm)
Max. Working Pressure:
175 psi (1200 kPa)
Factory Hydrostatic Test:
100% @ 500 psi (3450 kPa)
Mm. Operating Pressure:
7psi (48 kPa) UL, NFPA applica-
tions; 10 psi (69 kPa) FM Global
applications.
Temperature Rating: See
chart on page 2.
MATERIAL
SPECIFICATIONS
Upright Deflector:
Brass per UNS C22000
Pendent Deflector:
Brass per UNS C5 1000
Bulb: Glass with glycerin
solution.
Bulb Nominal Diameter
U Standard: 5,0 mm.
U Quick Response: 3,0 mm,
Load Screw: Brass per UNS
C65100
Pip Cap: Brass per UNS C65 100
Seal: Teflon* tape
Spring: Beryllium nickel
Frame: Die cast brass
Lodgement Spring:
Stainless steel per UNS S30200
ACCESSORIES
Installation Wrench:
U Open End: V34
U Recessed: V34
Sprinkler Finishes:
U Plain brass
U Lead**
155 and 200SR Only:
U Wax**
U Wax over lead**
For cabinets and other accesso-
ries refer to separate sheet.
For K-Factor when pressure Is mea-
sured in Bar, multiply S.I. units by
10.0.
Teflon is a registered trademark of
Dupont Co.
UL, ULC Listed for corrosion resis-
tance in all configurations.
VICTAULIC IS AN ISO 9001 CERTIFIED COMPANY
Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific
Phone 1-800-PICK-VIC (1-800-142-5842) Phone: 905-884-7444 Phone: 32-9-381-1500 Phone: 610-559-3300 Phone: 65-6235-3035
Fax: 610-250-8817 Fax: 905-884-9774 Fax: 32-9-380-4438 Fax: 610-559-3608 Fax: 65-6235-0535
e-mail:pickvic@victaulic.com e-mail: viccanada@victaulic.com e-mail: viceuro@victaulic.be e-mail: vical@vidaulic.com e-mail: vicap@vidaulic.com
2549 Rcv.E 10/03 0 Rcai01ccd Trademark of Vlctaulic 0 copynqht 201)3 Victaulic Pnntcd in U.S.A.
APPROVALSILISTINGS
Nominal Approved Temperature Ratings °F!°C
K-Factor
Orifice Size Imperial Deflector
Model Inches/mm S.l.A Response Type UL FM ULC NYC/MEAt CSFM §
11.2 135-286 135-286 135-286 135-286 135-286 V3407 16 16,1 Standard Pendent 57-141 57-141 57-141 57-141 57-141
11.2 135-286 135-286 135-286 135-286 135-286 V3403 16 16,1 Standard Upright 57-141 57-141 57-141 57-141 57-141
11.2 135-286 135-286 135-286 135-286 135-286 V3408 16 16,1 Quick Pendent 57-141 57-141 57 -141 57-141 57-141
11.2 135-286 135-286 135-286 135-286 135-286 V3404 16 16,1 Quick Upright 57-141 57-141 57-141 57 -141 57-141
Lnlngs and approval as of printing. fl Ai are approved open, except for areas designated No.
For K-Factor when pressure is measured in Bar, multiply Si. units by 100.
t MEA #62-99-E. § CSFM #7690-0531:112
Temperature - °FI°C
Nominal Maximum Sprinkler Victaullc Glass
Temperature Part Temperature Ambient Temp. Bulb
Classification Identification Rating Allowed Color
Ordinary A 135 57 100 38 Orange
Ordinary C 155 100 Red
Intermediate E 175 15079 Yellow
Intermediate F 200 93
150
65 Green
High J 286 141 225 - 107 Blue
- M Open = No Bulb
I Standard response only.
All are approved open, except for areas designated 'No'
- 150/65 if wax coated.
RATINGS
All glass bulbs are rated for
temperatures from -67°F
(-55°C) to those shown In
adjacent table.
ORDERING INFORMATION
Please specify the following
when ordering: U Sprinkler Model Number U K-Factor U Quantity
U Style U Thread Size U Wrench Model Number
U Temperature Rating
Always read and understand installation, care, and maintenance instructions, supplied with each box of sprinklers, before proceeding with installation
of any sprinklers.
Always wear safety glasses and foot protection.
-
• Depressurize and drain the piping system before attempting to install, remove, or adjust any Vlctauluc piping products.
00 • Installation rules, especially those governing obstruction, trust be strictly followed.
Painting, plating, or any re-coating of sprinklers (other than that supplied by Vitaulic) is not allowed.
Failure to follow these instructions could result in serious personal injury and/or property damage.
The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the
current National Fire Protection Association pamphlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional
maintenance, testing, and Inspection requirements that must be followed.
If you need additional copies of this publication, or it you have any questions about the safe installation of this product, contact Victaulic World Headquarters, P.O. Box 31, Easton,
Pennsylvania 18044-0031, 610-559-3380.
40.20 -2
DIMENSIONS 11a
, i 1 11 - —7--
2W (45 mm)
(64 mm)
Standard Pendent - V3407, V3408 Standard Uptight - V3403, V3404
AVAILABLE WRENCHES
V34
Recessed
V34
Open End
Pendent and Upright
40.20 -3
•••iiiiaau iuuuauiiiuuu auuii•uu
ENNEWEEMENNO
MENNEEMENNOM
NEENNEEMOMME iuuuuuuuis IUIUUUUII
NEENEENNEMEN
10'
3,0 in
8-
2.4
6'
1,8
4,
12i
2'
0,6
7ps1
48 Ia
15 psi
103 kPa
30 psi -------
207 kPa
DISTRIBUTION PATTERNS
MODELS V3401, V3408
K11.2 STANDARD PENDENT
fllerfllflhlTltfll nkTTrn.Ic TflA Itt'tflflV
10'
3,0 m
8'
2,4 m
6'
1,8 m
4-
1,2 m
2'
0,6m
7psi
48 kPa
15 psi
103 We
30 psi
207 kPa
0 2' 4' 6' 8' 10' 12' 14'
0,6 m 1,2 m 1,8 m 2,4 m 3,0 m 3,7 m 4.3 in
MODELS V3403, V3404
K11.2 STANDARD UPRIGHT
DISTRIBUTION PATTERNS - TRAJECTORY
0 2' 4' 6' 8' 10' 12'
0,6 m 1,2 m 1,8 m 2,4 m 3,0 m 3,7 m
NOTES:
Data shown is approximate and can vary due to differences in installation.
These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock Automatic Sprinklers. They are
provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to
the appropriate NFPA National Fire Code, FM Global Approval Guide and Loss Prevention Data Sheets or the Authority Having Jurisdiction for specific infor-
mation regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance
of the sprinkler and will void all Listings. Approvals and Warranties.
All patterns are symmetrical to the centerline of the waterway.
WARRANTY Refer to the Warranty section
of the current Price List or
contact Victaulic for details.
This product shall be manufactured by Victaulic Company. All products to be installed In accordance with current Victaulic iistallation/assernbly Instructions.
Victaulic reserves the right to change product apeclicatons, designs and standard equipment without notice and without incurring obligations.
40.20-4