HomeMy WebLinkAbout7210 BLUE HERON PL; ; AS000098; PermitJob Address:
Permit Type:
Parcel No:
Lot#:
Reference No.:
PC#:
Project Title:
Applicant:
Fees($)
746.5
City of Carlsbad
Sprinkler Permit
Permit No: AS000098
7210 BLUE HERON
Status: ISSUED
PL
SPRINK Applied 6/28/2000
2158140401 Approved: 7/18/2000
0
Issued: 7/18/2000
Inspector:
4 SEASONS AVIARA
Owner:
Add'I Fees ($) Total($) Balance($)
0 746.5 0
1
s
~p Schmidt Fire Protectton Co., Inc. -. • , nc ~-~f-<Y ,:,\NYl)N Hi<Vv -~IN DEC,O, C,\LFORNl,1. ~2 23-(619) 279-6 122
SCHMIDT FIRE PROTECTION INC.
4760 Murphy Canyon Road
San Diego CA 92123
858-279-6122
ADMIN A CALC
ADMIISTRATION
Job Name
Building
Location
System
Contract
Data File
9210 BLUE HERON PLACE .CARLSBAD . CA.
SFP456
ADMINA.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SC HM IDT FIRE PROTECTION INC .
DMIN A CALC
Page 2
Date
Hydraulic Design Information Sheet
Name -AVIARA EAST VILLAGE ADMINISTRATION BUILDING
Location -921 0 BLUE HERON PLACE .CARLSBAD. CA.
Building -ADMIISTRATION
Date -6-6-2000
System No. -
Contractor -ROEL CONSTRUCTION CO.
Calculated By -R.W
Contract No. -SFP456
Drawing No. -
Construction: (X) Combustible ( ) Non-Combustible
Occupancy -
Ceiling Height -
s
y
(X) NFPA 13 (X) Lt. Haz.
( ) NFPA 231 ( ) NFPA 231C
Ord. Haz. Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex. Haz.
( ) Figure Curve
S Other
T
E
M
D
E
s
I
G
N
Specific Ruling
Area of Sprinkler Operation -1500
Density -.10
Area Per Sprinkler -120.0
Elevation at Highest Outlet -25.0
Hose Allowance -Inside
Rack Sprinkler Allowance
Hose Allowance -Outside -100
Note
Made By
System Type
(X) Wet
( ) Dry
( ) Deluge
( ) Preaction
Other
Date
Sprinkler/Nozzle
Make GLOBE
Model JN-QR
Size 1/2
K-Factor 5.6
Temp.Rat.200
Calculation Flow Required -531.53 Press Required -115.812 At Test
Summary C-Factor Used: 120 Overhead 150 Underground
w
A
Water Flow Test:
Date of Test -10-10-95
T Time of Test
E · Static Press -121.46
R
s
u
Residual Press -115.51
Flow -1257
Elevation -0.0
P Location -BLUE HERON PLACE
p
L Source of Information -
y
Pump Data:
Rated Cap.-
@ Press
Elev.
Tank or Reservoir:
Cap. -
Elev.-
Well
Proof Flow
Class Location
Area Aisle W.
C
0
M
M
Commodity
Sto rage Ht.
Sto rage Method: Solid Piled % Palletized % Rack
s R
T A
0 C
R K
A
G
Single Row
Double Row
Mult. Row
Flue Spacing
Longitudinal
Conven. Pallet
Slave Pallet
E Horizontal Barriers Provided:
( ) Auto. Storage
( ) Solid Shelf
( ) Open Shelf
Encap.
Non
Clearance:Storage to Ceiling
Transverse
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
;cHMIDT FIRE PROTECTION INC.
\DMIN A CALC
City Water Supply:
Cl-Static Pressure: 122.46 PSI
C2-Residual Pressure: 116.51 PSI
C2-Residual Flow: 1257 GPM
150 -
140 -
130 _Cl
p 120 l.,JL.,
R 110
-~
' -
E 100 -s 90 -s 80 -u 70
,-.
R 60 -E 50 -
40
,-
30
20
~
10 h1
~ -L I I I I
200 400 600 800
·omputer Programs by Hydratec Inc .
I
1000
Page 3
Date
Pump Data:
r?
~
I
1200 1400
I
FLOW (NA 1.85 )
Rou te 111 Windham N.H . USA 03087
Dl-Elevation: 9.788 PSI
O2-System Flow:431.53 GPM
O2-System Pressure:115.812 PSI
Hose ( Adj City) :0 GPM
Hose (Demand) :100 GPM
O3-System Demand:531.53 GPM
Safety Margin: 5.437 PSI
-
I I
1600 1800
8
~p Schmidt Fire Protectton Co., Inc. -~ I ~,~~I ~tl'I : ~N'(()N ROAD · Sl.N DIEGO, C, LIFOR If. 92123 -(619) 2:'9-'3122
Job Name
Bu i lding
Location
System
Contract
Data File
SCHMIDT FIRE PROTECTION INC.
4760 Murphy Canyon Road
San Diego CA 92123
858-279-6122
ADMIN. CALC. B
ADMINISTRATION
7210 BLUE HERON PLACE. CARLSBAD. CA.
SFP456
ADMINB. WXF
i , ·B ..?-->,. ~ G::,t-,,
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 2
Date
~CHMIDT FIRE PROTECTION INC .
A1DMIN. CALC. B -----------------------------------------------------\
Hydraulic Design Information Sheet
Name -AVIARA EAST VILLAGE ADMINISTRATION BUILDING
Location -7210 BLUE HERON PLACE . CARLSBAD. CA.
Building -ADMINISTRATION
Date -6-6-2000
System No. -
Contractor -ROEL CONSTRUCTION CO. Contract No. -SFP456
Drawing No. -Calculated By -R.W
Construction: (X) Combustible ( ) Non-Combustible
Occupancy -
Ceiling Height -
s
y
s
T
E
M
D
E
s
I
G
N
(X) NFPA 13
( ) NFPA 231
Other
Lt. Haz.
NFPA 231C
Ord. Haz. Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex. Haz.
( ) Figure Curve
Specific Ruling
Area of Sprinkler Operation -950
Density -.15
Area Per Sprinkler -120.0
Elevation at Highest Outlet -8.0
Hose Allowance -Inside
Rack Sprinkler Allowance
Hose Allowance -Outside -250
Note
Made By
System Type
(X) Wet
( ) Dry
( ) Deluge
( ) Preaction
Other
Date
Sprinkler/Nozzle
Make GLOBE
Model JN -QR
Size 1/2
K-Factor 5.6
Temp.Rat.155
Calculation
Summary
Flow Required -555.0
C-Factor Used: 120
Press Required -70.371 At Test
Overhead 150 Underground
w
A
T
E
R
s
u
Water Flow Test:
Date of Test -10-10-95
Time of Test
Static Press -121.46
Residual Press -115.51
Flow -1257
Elevation -0.0
P Location -BLUE HERON PLACE
p
L Source of Information -
y
Pump Data:
Rated Cap.-
@ Press
Elev.
Tank or Reservoir:
Cap. -
Elev.-
Well
Proof Flow
Class Location
Area Aisle W.
C
0
M
!1
Commodity
Storage Ht.
Storage Method: Solid Piled % Palletized % Rack
S R
T A
J C
R K
l\
Single Row
Double Row
Mul t . Row
Flue Spacing
Longitudinal
Conven. Pallet
Slave Pallet
E Horizontal Barriers Provided:
( ) Auto . Storage
( ) Solid Shelf
( ) Open Shelf
Encap.
Non
Clearance:Storage to Ceiling
Transverse
:omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
;cHMIDT FIRE PROTECTION I NC.
\OMIN . CALC. B
City Water Supply:
Cl-Static Pressure: 122.46 PSI
C2-Residual Pressure: 115.51 PSI
C2-Residual Flow: 1257 GPM
150
,--
140
....._
130 _Cl
p 120
-
R 110
-
E 100
-s 90
,__
s 80
,__ [2 u 70 . --' 03
R 60 -E 50 -
40
,-
30
2 0
10
-Dl !.. .I I I I
200 400 600 800
o,mp u t er. Programs by Hydrate c I nc .
I
1000
Page 3
Date
Pump Data:
,....,.,
\..,£, --
I
1200 1400
I
FLOW ( N ~ 1.85 )
Route 111 Windham N.H. USA 03087
Dl-Elevation : 3.465 PSI
O2-System Flow :305 GPM
O2-System Pressure : 70 . 371 PSI
Hose ( Adj City) :0 GPM
Hose (Demand) :250 GPM
O3-System Demand :555 GPM
Safety Margin : 50.557 PSI
I I
1600 1800