HomeMy WebLinkAbout3200 F Street_UST MINOR MOD 7.6.10HOODS ALARMS.
Permit No. Permit No.
IIIIIIIIIIIIIIIIIII 79 \!
File Number:
Date Received:
SPRINKLER SYSTEMS SPRAY BOOTH
AST UST
Permit No. Permit No. Permit No. Permit No.
nmm - 05 9 L-1
Address: 3 2- 0 &A
Bakersfield, CA 933.
Business Name: a s+z-- M (b Lo
SYSTEM BUILDING SQUARE FEET:
New Mod.
❑
❑
Commercial Hood System
❑
0
t-
Fire,AlAtM; System
❑
❑
Fire Sprinkler System
❑
❑
Spray Finis.h, System
❑
❑
Aboveground Storage Tank
D0�
minor
modification
Comments:
Underground:Storage Tank
Building Sq.. Feet:
Calculation Bid'. Sq. Ft:
9
Underground Tank Cue- LAeGO-6-DG
Other,
e Tank
I INSPECTION LOG I
Date' Time
I Signature
Signature
---------------------
80'
IE
I
CORRECTION. NOTICE
BAKERSFIELD FIRE DEPARTMENT
'.2138
PREVENTION SERVICES DIVISION
1600 TR,UXTUN AVENUE, SUITE 401
(661) 326-3979
Location:
You are. hereby required to take the following action at the above location;
CORRECT & CALL FOR REINSPECTION ❑ CORRECT & PROCEED
?
C"
Completion Date for orre ti i isf
Received by:
Inspector Craig Perkins
Desk'Phone: (661) 326-3684
C
lnitial.'f Date:
(from 8.00am to 8:30am)-
KBF-9229
Installation Procedurf yssderRoor p,►,ta
•A The 3 toot radlua spheje )s clmlfle4 as Class 1, Division 1, Croup D R The b foot radius sphe ;� ' ♦ ♦♦
Is dassified as Class 1, a
VWon 2, Qroup D ' ♦ :
IF i•
! b 1
I � • ♦ , i
r s a
! 1
1
i 12fset t
i 'i ab�ore�6e i
{RetJ 1
i • vwy t
t !
,
a •
• • a,e. r r'•,
RsRUrSrly tts � / • •
lQie PahTan - d »m to At»sphea Hamia Canfsar to Vitt* Stack
Figure 3. Canister refaranoe dilnansWo and ctaaraee+rs
r �
. • .r
' ► . •r 7� ►
�QI �' 'y �� •' .l.
TOP VIEW
lll�'
ENT'!wlB&B
�PRISE
F -ENCQ i
PENT LINEENCLOSU E
.Parts List
Part Name
Oventitv
Part Number
1. Back Plate Support
1
F- EN'C -BPO1
.2. Front Hinge Assembly
1
F- ENC -FHO1
3.. Drain Kit
1
DK -B 101
-'/4" x 4" Street Ell
- '/4" x 4" Nipple
_
4.2 bbr. Fire Rated Putty
l
FR P 101
5. U -Bolt Kits .
6
UB -G1O1
-. U Bolts
- Nuts & Washers
6. 2" Coupling°
l
1
CP -G100
7. 2" x 18" Nipple
1
NP -0101
Northwest Pump Equipment Co.
COMPANY: RICH ENV CONSTRUCTION
DATE OF QUOTATION
10/29/08
QUOTE NUMBER
MS- 192908C
PROJECT
QUANTrrY
DESCRIPTION
UNIT PRICE
EXTENDED
VST VSTA -EVR -012 12" Coaxial EVR Whip Hose
$
$
VST VDV- EVR -096 8' Coaxial EVR Nose With Venturi
$
$ I
VST VST - EVR -SBK Coaxial EVR Breakaway With Check Valve
$
$
VST VST- EVR -NBBL Coaxial EVR Balance Nozzle Black
$
$
VE�EDER ROOT Carbon Canister for PMC only
$
1
VEEDER -ROOT 861290 -002 Carbon Pressure Management System :
$
$
f W/ 2" Installation Kit
1
VEEDER -ROOT 330020 -515 ISD Manuals & Vapor Pressure Sensor -1 per site
$ ,
$
1
V�EDER -ROOT 330148 -001 RS -232 Interface Module W /Auxilary Port Suggested
$
$
But Not Require
1
�IEEf�t ®C}80�417It1trj9i,'1G: idF��
$
$
enscir" PCO" ULtutnensorllilci +l�tof&tSbbtsC3zrt$��itE ivi?1�t1ir
t -�tinr F?¢�5r�r- CO�PO">`krnt:
1
VEEDER -ROOT 331500 -358 ECPU2 & Version 28 Software Upgrade W/ NVMEM2
$
$
Olq ECPU Board Must Be Returned within 75 Days. There is a minimum $629.00
Core Charge. Core charge will be considerably higher if the current software has any
software enhancements on it such as CSLD, PLLD etc.
1
VEEDER -ROOT Factory freight
$
$
Exclusions:
Fuel Surcharges- Many factories are now adding on fuel surcharges to cover the
high cost of fuel. Currently Gilbarco and Gasboy have implemented fuel
surcharges. NWP expects many other factories to follow. NWP will have to pass
these charges on. Please be aware that your final bill will include any fuel
surcharges that NWP has to pay.
Above Specifications Exclude the Following (Unless Otherwise Noted):.
Plans, Permits, Inspection, All Testing, Labor to Assemble or Install, Miscellaneous
Pipe Fittings and Accessories, Any Electrical Consideration, Offloading or Setting Any
Equipment or Tank,' Site Improvements, Guard Barriers, Any Other Items (s) Not
Sp@cifically Mentioned Above
Equipment Only: No Installation. Subject to engineer's approval. This quotation does
riot include or imply any equipment or quantities other than listed herein. Contractor to
determine actual quantities required. No retainage to apply.
Performance: Performance of equipment listed is based upon the accuracy of the
information
supplied to NW Pump and Equipment Co, by the customer or customer's
engineer. Guarantee of performance may require approval by a licensed engineer at
the
customer's expense.
Gilbarco / Gasboy Terms: Special terms apply to the Gilbarco /Gasboy Equipment.
Prices reflect a 2.5% cash discount. Payrpents must be received within 10 days of
invoice.
Invoices are sent upon completion of the order at the factory. Otherwise add
2.5% to these prices. Credit card payment not applicable with these terms.
Northwest Pump Equipment Co.
December 16, 2008
i
TEST REPORT'
On
Test Item: EVR`II Vent -line Device Enclosure
Part Numbers: F -ENC07
For
B & B Enterprises
3132 W. Adams Street
Santa Ana, Ca
Performed By:
SOCAL TESTING LABORATORIES
15661 Producer Ln. H
Huntington Beach, CA 92649
Report Number: TR3417
Socal Testing Laboratories. does hereby certify that all inspection(s) and test(s) have been
performed in accordance with the documents referenced herein with exceptions as noted in this report.
Tested By: Gary Cardinal,
Revision
Date
Customer PO #
Verbal
TR3417
NC
12 -16 -08
Written By: Robert Bouvier
Socal Testing Job #
3417
page 1 of 9
SOCAL TESTING LAB
PURPOSE
The purpose of this report is to present the procedures employed and the results- obtained
while conducting The Fire Testing of a EVR II Vent -line Device Enclosure, PN F- ENC07.
The test is to determine if the sample test panel can withstand a 2000 °F Flame for 2 hours
without burning through.
The test procedure and results are summarized starting on Page 3 and all data sheets are included,
in this report.
REFERENCES
ASTM -E -119
ANSI/NCSL Z540' 1`Calibration Systems Requirements
ISO /IEC 17025=. General Requirements for the Competence of Calibration and
Testing Laboratories.
Tested By: Gary Cardinal,
Revision
Date
Customer PO #
Verbal
TR3417
NC
12- 16 -08,
Written By: Robert Bouvier
Socal Testing Job #
3417
Page 2 of 9
SOCAL TESTING LAB
TEST CONDITIONS AND%EQUIPMENT
Ambient Conditions:
Unless otherwise specified, all-tests were performed at an atmospheric pressure of 28f 2:5 inches
of mercury absolute, a temperature of +730F'± 18T, and a relative humidity of 50% f 30 %.
Instrumentation and Equipment:
The test equipment utilized in the performance of this test. program,
along with current calibration information, is listed in the Test Equipment Log, of this test report.
Tolerances:
Unless otherwise stated, the test conditions were maintained within the tolerances as
specified in Mil- Std -810
Tested By: Gary Cardinal,
Revision
Date
Customer PO.#
Verbal
TR3417
NC
12 -16 -08
Written By; Robert Bouvier
Socal Testing Job #
3417
Page 3 of 9
SOCAL TESTING LAB
TEST MATRIX
The following table summarizes the testing and test results.
Test Results Summary
Test Description
Test Procedure
Paragraph
SUMMARY
Started
Completed
Results
Fire Test
Samples: 1 Sample
See test
description
12 -12 -08
12 -12 -08
Pass
{
TEST PROCEDURES AND METHOD
FIRE TEST
The test specimen was tested by subjecting the panel to a 2000 °F flame , 7 inches in diameter for two
hours. During the 2 hours the panel was inspected to determine if the panel could withstand the flame
without burning through to the opposite side.
Flame Temperature: 2000 °F +/- 150 °F along the centerline of the flame for a minimum distance of 6
inches. The flame temperature was measured in accordance with paragraph 2.5 of SAE AIR 1377 Rev. A.
Five (5) Thermocouples were evenly spaced forming a rake along the centerline of the flame to insure the
specified temperature exists along the entire surface of the unit being tested. The flame temperature was
measured 4 inches from the end of the barrel extension.
Flame Intensity: The flame heat content was verified to meet the requirement of 4500 +200/ -100 Btu /hr.
input to a 15 inch exposed length of inch X 0.032 inch wall copper tubing with water flow of lgal /min.
The calibration procedure was performed in accordance with paragraph 3.2 of SAE AIR1377 Rev. A. The
average difference in water temperature from inlet to outlet over a 3 minute period. The average delta T
multiplied by the rate of water flow (approx. 5001bs/hr ) equaled the intensity of the flame in Btuihr.
The test unit was mounted horizontally. After establishing the flame conditions the flame was positioned
toward the panel at a distance of 6 inches from the end of the outlet. The Flame was applied for 2 Hours.
Tested By: Gary Cardinal,
Revision
Date
Customer PO #.
Verbal
TR3417
NC
12 -16 -08
Written By: Robert Bouvier
Socal Testing Job #
3417
page 4 of 9
SOCAL TESTING LAB
TEST EQUIPMENT
The following is a list of the test equipment used in the conduct of the test described in this report. Test
equipment.has been calibrated in accordance with Mil- I- 45662,ISO 10012 -1 and ANSI/NCSL Z 540 -1
by Socal Testing Laboratories or a commercial calibration facility meeting the requirements.Of ISO'
1.7025.
Stop Watch: Sportline Model T1154, SN- 359618 with count down timer. Cal_ due 7 -30 -09,12 mos.
Used to monitor - exposure times of the test unit during the fire test.
Burner: Beckett, Model AFG; S/N 050721 - 21444. This burner was modified to meet.the requirements
of SAE AIR1377 with addition of a barrel extension and internal deflectors. Calibration of the flame
temperature and-Flame Intensity is performed prior to each test run in. accordance with SAE AS 1055
and SAE AIR 1377. Used to produce the flame during the Fire test.
Btu Calibrator- Fabricated by Socal Testing to the requirements of SAE AIR 1377. Used "with Iotech's
Model: Personal.DAQ 3000 and Thermocouples to calibrate the flame intensity during the Fire test.
Thermocouples (2): Omega Model. CPSS - 11612 -12 Quick disconnect Thermocouples. Sheath
diameter 1/16 inch. Used with the Iotech personal DAQ 3000 to perform the flame intensity portion of
the flame calibration.. Cal due 5-12-09,6 mos.
Thermocouple (5) Omega Model TJ36- CAXL- 18G =12, QC 040504, Type K. Range 0 -2600 °F
Cal due 5 -10 -09 6 mos. Five of these were used with the Iotech personal DAQ. 3000 to calibrate the
flame temperature along 6 inches of top/bottom centerline of the flame.
Tested By: Gary Cardinal,
Revision
Date
Customer PO #
Verbal
TR3417
NC
12 -16 -08
Written By: Robert Bouvier
Socal-Testirig Job #
3417
page 5 of 9
CUSTOMER
J'i B & B Enterprisesd
PO NO.
Verbal'
TEST DESC.
Fire Test
-JOB NO.
3417
PROCEDURE
See Test description
DATE
12- .12 -08
PARAGRAPH
NA
PAGE NO.
1 of'1
DATE
TIME
NOTE
INIT
12/12/08
NC
Units under test (UUT) EVR II, Ventlme Device Enclosure
RB
_.....-
........ _.......... ._ ...... ...:.... .. _...... .......
Flame Calibr .. ..... ..... ...... . ..... . ... .....
....... .........
...
Flame Intensity AveO T
......._..... .....__......
Run 1 4750 Btu 10.3 °F
_...... ._..._. _.. .......... ._...... _ .
RB
_- .__...
...._._ ... .... .......... _ - ...... _ ................. ...... ............... _. -- ..._.. ... ............
- .....__..._ _:..
_
Water flow — 1_ gal /mm (500 lbs /hr) Head Pressure: 5 ft —
_ ...._..... ..... .........
Calculation.used for.Btu.cal: OT.times 500 lbs /hr
......... __
_......... .
.........
- - - --......
................. ..... ... ........ ...... . ...... _ ............ .... ...... ...... ...... .... .... ....-- ........ ......... _....... .. ... . ...... .. .....
Temperature Calibration .
...... ........ -. _......
- _ ........ _ ..... _....
Flame Temperature
- - - - -- ..__ ....
Pos 1 Pos 2 . Pos 3 :° Pos 4 Pos 5
.......... ....._........ ......... ...............................
__......
.._...._...-
.--- ......__—
Run 1 2003 °F 2011 °F 2000 °F 2002 °F ' 2002 °F
............._........._........................................................................................__.._.........:..:....:_..:.._......................................_......,...................._..........................:_.._........._..._......................._ ._...::_.......................
RB
_.._.....__.....__...
.......... .. ..... .... ......
Pos 1 &5 Outermost edges of flame 3 inches from center
... .. .
-
-
--
......... _. .. ._... ...... ..... _. _.
Pos 2 & 4 = Inboard -1.5 inch from center.
................ .. ... .. ..... ................ _...... ....... ..... _ ....... ............................... - ...... .............. ...... . ...... ......
....
.
Pos 3 - Center of flame
... ...
................ ... ......... _ ..
Test
_. ...... _ ...
..... .......... ....... .... - .. ..... ...- ._._....
Run 1 2 hr exposure to the flame
..
. _ .._.... ....
_...
RB
...
.......... ....... ............... ............. .
- .
RESULTS The panel was monitored continuously and the side
...... .... ....... ..... ....:.
— ..._ ...... _...
.._ .._......
opposite the flame was observed for burn through. There was no
burn through of the panel after 2 hours of flame application
..
_.._ .:_ .. .... _....
- - -. .... ... ....... ... .........
Tested By: Gary Cardinal,
Revision
Date
Customer PO #
Verbal
TR3417
NC
.12- 16 708-.
Written By: Robert Bouvier
Socal Testing Job #,
3417
'
Page .6 of 9
-1
SOCAL TESTING LAB
Tested By: Gary Cardinal,
Revision
Date
Customer PO #
Verbal
TR3417
NC
12 -16 -08
Written By: Robert Bouvier
Socal Testing Job #
3417
Page 7 of 9
SOCAL TESTING LAB
Tested By: Gary Cardinal,
Revision
Date
Customer PO #
Verbal
TR3417
NC
12 -16 -08
Written By: Robert Bouvier
Socal Testing Job #
3417
Page 8 of 9
Tested By: Gary Cardinal,
Revision
Date
Customer PO #
Verbal
TR3417
NC
12 -16 -08
Written By: Robert- Bouvier
So cal Testing Job #
3417
page 9 of 9
;� i v r !.i ?. e,*,
, Fire.-Rate-ldIFhclosure
Top Screen Bottom Detail
Drain Port
NOTES.
1. Material, Steel 16 Ga. (2 Hour Fire Rated)
I ..'
ACCESS HINGE
- DIMENSIONS ARE IN INCHES,
INTERPRET DIMENSIONS AND TOLERANCE
PER MIL-STD -100 AND ANSI Y14.5M
.XX = .03' .XXX = .010 I
ANGELS 12 "
REMOVE ALL BURRS AND SHARP EDGES
.005-015
California Hazardous Services, Inc.
3132 W. Adams Street, Santa Ana, CA 92704
CSLB Lic. #734854
(714) 434 -9995 -
DRAWN 2 HOUR FIRE RATED
CHECKED STEEL ENCLOSURE FOR
ENGINEER CARBON CANISTER
SIZE
C F -ENC07
SCALE REV I sREET 1 OF 2
m.n
200
8.15
'
650
_es 9.15 .0.50 X0.50
—GE - 6 PLC. 14 PLC,
55 00
- -
- 0.50
,50 T00
16.50 1.68
00
n.m
)000
25.50
-
.50 0.50 -
RUNT SUE BALK
300 116'
NPT
ORAW
Q
T
on.
, OPEN POs RION '
BOTTOM BGTTOMVIEWOPEN -
PRONOEO BY ,
Cal -rfomia Hazardous Services, Inc.
-
- 3132 W. Adams Street, Sarda Ana, CA 92704
'
- CSLB Lic. #734854
-
DIMENSIONS ARE IN INCHES (7 14) 4349995
INTERPRET DIMENSIONS AND TOLERANCE
- PER M1L -STD -100 AND ANSI V14.SM 2 HOUR FIRE RATED
.>oc= .03' .XXX= .010 NiicKw STEEL ENCLOSURE FOR
ANGELS 1/2 G7 ENGNEER CARBON CANISTER
'
S?E PART NM
'
REMOVE ALL BURRS AND SHARP EDGES APPROJEn
.005 - 015 C F -ENC07
SCALE REV - SNEET 2 OF 2
KC3
E GI E R G
9—
2500 CAM ROAD. WTE toe .
LACUNA HILLS. G 92653-5528
TEL- (949) 360 -6168
FAX (94D 588 -1884
.CALIFORNIA
HAZARDOUS
89/32 06
STEEL
ENCLOSURE
nus DRA4�10 is 7ME maven DA
1c�� RIEMrF1ar�G lYC 4D YA7 MOt
9t � Ma ns caMtpn
113D M ANT �O1N 111MWT i10'fdss
' IWR0��9WS9C11
IP
KCJ Engineering Inc.
.25431 Cabot, Suite 109 Client: California Hazardous
Laguna Hills, CA. 92653 755, Project:, F -ENC07 Vent Line Enclosure
j Tel (949) 380 -8186. Date: 1 /13/2009
Fax (949) 588 -1664
. Tank Designed by Others
I
See California Hazardous
• Use 130 MPH Basic Wind Speed, Exposure,C
• All Steel to be A36 or Equal, UNO
• Use 2006 International Building Code (2007 California Building Code)
General Enclosure Dimensions
H Total Enclosure Height
70 in.
W Total Enclosure Width
16 in.
L Total Enclosure Length
21.5 in..
H' Height to Vertical Centroid
35 in.
Loading
General. Enclosure_Weiaht Dead Load),
r
16 -Gauge. design thickenss = 0.0566 ". -
Steel Density = 450 PCF
Weight 16 Gauge sheet = 450 PCF x 0.056671
.2.13 PSF
Total Weight= 2.13 PSF x 6'x 2'x 4 sides
103 lb
Seismic
Assume Cs '= 1 (Worst Case)
Fp.
103 lb
Steel Enclosure
Page 1
KCJ Engineering Inc.
.�%
25431 Cabot, Suite 109 Client:
California Hazardous
Laguna Hills, CA. 92653 -55'. Project:
F -ENC07
Tel (949) 380 -8186 Date:
1/13/2009
Fax (949) 588 -1664
Wind
130 MPH Basic Wind Speed, Exposure C (25' High Max.)
F = gZGCfAf ,
471.247388 lb Governs
qZ = 0.00256KzKzTKDVI .
38.634752 PSF
Kz .
0.94"
Ko
0.95
KzT
1
V
130
G
0:85
Cf
1.4 for H/D = 4.25
Af
10.25 FT ^2
2112 Steel Tube Schedule 40
Sx = 0.56 IN 3;
Allowable Moment
= 21ksi x 0.56 IN ^3 = 11.76 K -IN
"
Steel Enclosure
Page 2
Worst Case(s)
25'
High
(Case A)
P = 250#
P = 250#
R1 R2
- 24'_6"
Mu = 11.9 K -IN R1 = 50#
R2 = 450#
(Case B)
P = 250 #. P-= 250#
IF
R1 R2
.� 21' -0" 4' MAX
Mu = 117 K -IN R1 = -23#
R2 = 5.23#
NOTE - TIE OFF MUST HAVE 525# CAPACITY
AND MUST BE TIED BETWEEN 6" AND
4' FROM TOP OF STEEL ENCLOSURE
Steel Enclosure Page 3
'
/
`
|
!
| .
D
_
'
| �
^
`
/someut
-99.9999
'25O
,
��
0
- ---- - - - - - - - - ------------------- ----------
I WinBeam, By CAST TIME 01/08/09 11:49:30 Page:
SUMMARY OF THE INPUT INFORMATION
TYPE OF THE PROBLEM CONTINUOUS BEAM CALCULATION.,
Types and the locations of the supports in Feet
Hinged support at X= 0.000
Hinged support at X= 24.500
* Total number of different materials 1
From X= 0.000 to X= 25.000 E= 1. 41 000 ksi
* Total number of different sections
From.X= 0.000 to X= 25.000 IX= 1.000 Inch**4
* Note: loading acting directly at support will be ignored.
* Total number of concentrated loads : . 2 Unit Lb Feet
At X= 19-000 load P= -250.000 Moment=
At X= 24-900 load P= -250.000 Moment =, 0.000
SUMMARY OF THE RESULTS
LENGTH UNIT Inch FORCE UNIT Kip
MAXIMUM VALUES
Max. displacement is 5961.19836 at X= 300.000
* Min. displacement is -77070.31601 at X= 150.000
* Max. shear force is 0.19796 at X= 228.000
* Min. shear force is -0.25000 at X= " 295.500
- - - - - - - - - - - - - - - -
WinBeam By CAST ,,,TIME 01/08/09 11:49:30 Page: 2
I.
* Max. moment is '11.86531 at :X= 228.000 a
* Min. moment is -1.20000 at X= 294.000
TOTAL APPLIED LOADS
* Total applied concentrated load: -0.500 Kip
* Total applied concentrated moment: 0..000 Kip Inch
* Total applied distributed load: 0.000 Kip
* SUPPORT,REACTIONS.
* Reaction at X= 0.000 Force= 0.052 Moment =
0.000
* Reaction at X= 294.000 Force= 0.448 Moment=
' 0.000 ' • +
* DETAILS OF THE ANALYSIS
* DISPLACEMENT AT OUTPUT POINTS
At X= 0.000 Displacement= 0.00000 -
At X= 73.500 Displacement= - 48664.27181
At X 75.000 Displacement= - 49512.51905
At X= 147.000 Displacement = - -76664.93483
At 'X= 150.000 Displacement =.- ,77070.31601
At X= 220.500 Displacement= - 63338.38030
At X= 225.000 Displacement = - 60718.66883
At X= 228.000 Displacement= - 58840.75892
At X= 294.000 Displacement= 0.00000
At'X= 295.500 Displacement= 1492.25821
At X= 297.000 Displacement= . 2982.66018
At X= 298.500 Displacement= 4472.04964
At X= 298.8.00 Displacement = 4769.87574
At' X= 3010.000 Displacement= 5961.19836.
`SHEAR FORCES-:..
Coordinate Shear (LT side). Shear, (RT side)
X= 0.0000' - 0.0520
X= 73.5000 0.0520 - 0.0520
X= 75.,0000. - 0.0520 - 0.0520
X= 147,0000 - 0..0520 - 0.0520
X= _ 150.0000 - 0.0520 - 0.0520
WinBeam'By CAST TIME 01/08/09 11:52:38 Page: 3
X= 220.5000 - 0.0520 0.0520
X= 225.0000 - 0.0520 - 0.0520
X= 228.0000 - 0.0520 0.1980
X= 294.0000 0.1980 - 0.2500
X 295.5000 - 0.2500 - 0.2500
X= •297.0000 - 0.2500 - 0.2500
X= 298.5000 0.2500 - 0.2500
X= 298.8000 - 0.2500 0.0000
X= 300.0000 0.0000
----------------------------- - - - - -- -
I WinBeam By CAST TIME 01/08/09 11:43:24 Page: 1
I
* SUMMARY• OF THE INPUT INFORMATION
TYPE OF THE PROBLEM CONTINUOUS BEAM CALCULATION.
* Types and the locations of the supports in Feet
Hinged support at X= 0.000
Hinged support at X= 21.000
* Total number of different materials 1
From X= 0.000 to X =. 25.000 E= 1.000 ksi
*
Total- number. of different sections 1
From X= 0.000 to X= 25.000 IX= 1.000 Inch * *4
* Note: loading acting directly at support will be ignored.
* Total number of concentrated loads 2 Unit Lb,Feet
At X= 24.900 load P= - 250.000 Moment= 0.000
At•X 19.000 load P= - 250.000 Moment= 0.000
* SUMMARY OF THE'RESULTS
* LENGTH UNIT Inch FORCE UNIT Kip
* MAXIMUM VALUES
* Max. displacement is 23529.63931 at X= 150.000
* Min. displacement is 735199.15345 at X= 300.000 .
* Max. shear force is 0.27262' at X= 228.000
* Min. shear force is - 0.25000 at X= 288.000
I
I WinBeam By CAST TIME 01/08/09 11:43:24 Page: 2
----------------------------- --------= -- °_______= = ___----=- _______ ---
* Max. moment is 0.00000 at X= 298.800
* Min. moment is - 11.70000 at X= 252.000
* TOTAL APPLIED LOADS
*.Total applied concentrated load:
* Total applied concentrated moment:
* Total applied distributed load:
* SUPPORT REACTIONS
* Reaction at X= 0.000 Force=
0.000
* Reaction at X= 252.000 Force=
0.000
w + +w +w +w +w +ww +wwww + +www * + + +w
* DETAILS OF THE ANALYSIS
+ww +ww +w +w +w ++ww +w +wwww + +w +w
* DISPLACEMENT AT OUTPUT POINTS
-0.500 Kip
0.000 Kip Inch
0.000 Kip
-0.023 Moment=
0.523 Moment=
At X= 0.000 Displacement= 0.00000
At X= 63..000 Displacement= 14283.56034
At X= 75.000 Displacement= 16536.02428
At X= 126.000 Displacement= 22911.29654
At X= 150.000 Displacement= 23529.63931
At X= 189.000 Displacement= 20227.38448
At X= 225.000 Displacement= 11438.43585
At X= 228.000 Displacement= 10422.855,65
At X= 252.000 Displacement= 0.00000
At X= 264.000 Displacement= 77352.57054
At X= 276.000 Displacement= - 15957.94096
At X= 288.000 Displacement= -25- 384.11128
At X= 298.800 Displacement 34212.39667
At X= 300.000 Displacement =.- 35199.15345
* SHEAR FORCES
Coordinate Shear (LT side) Shear (RT side)
X= 0.0000 0.0226
X= 63.0000 0.0226 0.0226
X 75.0000 0.0226 0.0226
X= 126.0000 0.0226 0.0226
X= 150.0000 0.0226 0.0226
WinBeam By CAST TIME 01/08/09-11:52 :50 Page: 3
X= .,
189.0000
0.0226
0.0226'
X=
225.0000'
0.0226
0.0226
X=
228.0000
0.0226
0.2726
X=
252.0000
0.2726
- 0.2500
X=
264.0000
- 0.2500"
- 0.2500
X=
276.0000
- 0.2500
- 0.2500
X=
288.0000
- 0:.2500
- 0.2500
X=
298.8000
- 0.2500
010000
X=
300.0000
0.000,0
02/24/2009 04 :59 6613920621 PAGE 06/14
. r •
o 1 0
. . I . . I . • I . . • 1 . . . . . . . . . . . .
1 .
• . , • • . . • . . . . . . . . . . • • I • • . . . . • . . . 1 . , . I
• . . . . • . . , / . . . . • . . . . . • Q . ♦ . . . . . . . . i • • .
1 . . . . . . . . . . . . . . • 1 . f I . . 1 • • I • 1 •
1 . • . . . • r . • ' . . . r • t • 1 1 I • 1 • . • • . • . . s 1 . f • 1
. .. .. .. oo .01 • .. • , • . :. .
. • . , . . . . . . . • . , . • . I i I 1 . • • . 1 1 • • I • • . 1 . I • .
f . . 1 ► • I . . • I , 1 00.
. • 1 . s • r . . . 1 f • • • 1 1 1
• • • • • r f • . • . . • • 1 • • • ♦ , • • 1 • r • I
UNDERGROUND STORAGE TANK
PERMIT APPLICATION
TO CONSTRUCT-INSTALL NEW TANK (NEW FACILITY) I
NEW TANK INSTALLATION (EXISTING FACILITY) I
MODIFICATION / & MINOR MODIFICATION - FACILITY
T D
ARTAf#1T
PERMIT NO.
TYPE OF APPLICATION: LICATION: [3 NEW TANK INSTALL / NEW FACILITY
(rhArk one item nnlvl ❑ MODIFICATION OF FACILITY
BA"RSFIELD FIRE DEPT.
Prevention Services
1501 Truxtun Ave., 1st Floor
Bakersfield, CA 93301
Tel.: (661) 326-3979
Fax: (661) 852-2171
Page I of I
❑ NEW TANK INSTALLATION I EXISTING FACILITY
❑ MINOR MODIFICATION OF FACILITY
STARTING DATE
mi
3 0 9
N
FACILITY NAME
:AGILITY ADDRESS
ry
IP CODE
J0 Cors
r
q33 C> 14
TYPE OF BUSINESS
.. .. .. ...... A.
M.
.
- . . . . . . . . . .
TANK OWNER
HONENO
ADDRESS
CITY
UP CODE
3 g-00 F 6TIZ11E, I IF1—
F\ Y-t-� f:-- c
q330q
-14
W.
W. .
.... ..... . 4.
ZVO
BRIEFIMCRISE TH T!Nr 4-2�8
WATER TO FACILITY PROVIDED BY
DEPTH TO GROUND WATER
SOIL TYPE EXPECTED AT SITE
NO. OF TANKS TO BE INSTALLED
ARE THEY FOR MOTOR FUEL
SPILL PREVENTION CONTROL AND COUNTER MEASURES PLAN ON FILE
..........
R
❑ YES ❑ NO
Elm ❑ NO
THIS SECTION IS FOR MOTOR FUEI
THIS SECTION IS FOR NON MOTOR FUEL STORAGE TANKS
ool�
-14
M.
�4
..........
R
� Iff.
THIS SECTION IS FOR NON MOTOR FUEL STORAGE TANKS
The applicant has received, understands, and will comply with the attached conditions of the permit and any other state, local and federal
regulations This form has been completed under penalty of perjury, and to the best of nW kwwledge, is true and correct.,
APPROVED BY: APPLICANT NAME (PRINT)
APPLICANT SIGNATURE
THIS APPLICATION BECOMES A PERMIT WHEN APPROVED . I FD 2086 (Rev. ons)
ool�
-14
The applicant has received, understands, and will comply with the attached conditions of the permit and any other state, local and federal
regulations This form has been completed under penalty of perjury, and to the best of nW kwwledge, is true and correct.,
APPROVED BY: APPLICANT NAME (PRINT)
APPLICANT SIGNATURE
THIS APPLICATION BECOMES A PERMIT WHEN APPROVED . I FD 2086 (Rev. ons)
BILLING & PERMIT STATEMENT
PERMIT NO.:
BA"RSFIELD, FIRE DEPT.
Prevention Services .
Mir 1600 Truxtun Ave Ste 401
ARTY T
Bakersfield CA 93301
Tel.: (661) 326 -3979 • Fax: (661) 852 -2171
All.permits must be reviewed, stamped, and approved TO BEGINNING INORKON THAT PROJECT. ■
■
J PERMITTYPE FEE CALCULATION TOTAI.
DUE
13 Alarms - New & Modifications - (Minimum Charge) $280.00
•
•
TREASURY
•
98
❑
Over 10,000 Sq. Ft.
Sq. FL x.028 = Permit fee
■
■
SITE INFORMATION
98
❑
Sprinklers - New & Modifications - (Minimum Charge)
$280.00
LOCATION OF PROJECT
PROPERTY OWNER
❑
Over 10,000 Sq. FL
Sq. FL x.028 = Permit fee
84
98
❑
Minor Sprinkler Modifications (< 10 heads)
$ 96.00 [Inspection Only]
STARTING DATE COMPLETION DATE
3 0
84
NAME
❑
Commercial Hoods — New & Modifications
M D/
PROJECT NAME
O
ADDRESS
❑
f� 4 T
PHONE NO.
PROJECT ADDRESS
84
CITY
•
STATE
ZIPCODE
t73304
■
■
84
98
•
Abovegrqund Storage Tanks (InstalladoNlnsp. -t" Time)
$180.00
•
CONTRACTOR INFORMATION
❑
Additional Tanks
$ 96.00
CONTRACTOR NAME
R
CA LICENSE NO. TYPE OF LICENSE
❑
EXPIRATION DATE
PHONE NO.
14YY1 res .c 0
o �o
•
Underground Storage Tanks (Installs bMnspectlon)
$878.00 (per tank)
CONTRACTOR COMPANY NAME
7V�:-
82
•
Underground Storage Tanks (Modiflcailon)-
FAX NO.
—OlooL
ts=
82
❑
Underground Storage Tanks (Minor Modification)
.2
ADDRESS,
82
CITY
Underground Storage Tanks (Removao
$573.00 (per tank)
ZIP CODE
9�a
All.permits must be reviewed, stamped, and approved TO BEGINNING INORKON THAT PROJECT. ■
■
J PERMITTYPE FEE CALCULATION TOTAI.
DUE
13 Alarms - New & Modifications - (Minimum Charge) $280.00
•
•
TREASURY
•
98
❑
Over 10,000 Sq. Ft.
Sq. FL x.028 = Permit fee
■
■
84
98
❑
Sprinklers - New & Modifications - (Minimum Charge)
$280.00
■
■
98
❑
Over 10,000 Sq. FL
Sq. FL x.028 = Permit fee
84
98
❑
Minor Sprinkler Modifications (< 10 heads)
$ 96.00 [Inspection Only]
'
84
98
❑
Commercial Hoods — New & Modifications
$ 470.00
'
84
98
❑
Additional Hoods
$ 58.00
■
■
84
98.
•
Spray Booths - New & Modifications
$470.00
■
■
84
98
•
Abovegrqund Storage Tanks (InstalladoNlnsp. -t" Time)
$180.00
•
82
❑
Additional Tanks
$ 96.00
;
82
❑
Aboveground Storage Tanks (RemovaNnspection)
$109.00
;
82
•
Underground Storage Tanks (Installs bMnspectlon)
$878.00 (per tank)
■
82
•
Underground Storage Tanks (Modiflcailon)-
$878.00 (persite)
82
❑
Underground Storage Tanks (Minor Modification)
$167.00
■
82
•
Underground Storage Tanks (Removao
$573.00 (per tank)
•
84
•
Oilwell (Installation)
$ 96.00.
;
84
17
Mandated Leak Detection .(Testing) f Fuel Monit.Cert/SB989.
Note: $96.00 for each type of test /per site (even if scheduled
at the same time).
$98 ayper site lc
;
■
■
82
❑
rents
$ 96.00 (per tend
■
84
O
Pyrotechnic - (Per event, Plus Insp. Fee 0 $96 per hour)
$ 96.00 + (5 tn. min. standby fee Anspection)a$576..00
;
84
❑
After hours inspection fee
$121.00
;
84
❑
RE4NSPECT70N(S) /FOLLOW- UPINSPECTION(S)
$ 96.00 (per hour)
■
84
❑
Portable LPG (Propane): NO.OF CAGES?
$ 96.00
■
84
❑
Explosive Storage
$266.00
84
❑
Copying & File Research (File Research Fee $50.00 per hr)
250 per page
;
84
o
Miscellaneous
84
FD 2021 (Rev. 06/07)'
1 - ORIGINAL WHITE (to Treasury). 1- YELLOW (to File) 1 -PINK (to Customer)
3 ao D CTRL- iET ' B A KMSFiEI-D
COMPANY: 'RICH ENV CONSTRUCTION,�y�
PROJECT
rL IAnITR'V nPC([RIPTIr)N
owNLCZ:S CT 0 N1
DATE OF QUOTATION QUOTE NUMBER
10/29/08 MS- 102908C
UNIT PRICF FXTFNDFD
I/Z
VST VSTA -EVR -012 12" Coaxial EVR Whip Hose
$
$
�Z
VST VDV -EVR -096 8' Coaxial EVR Hose With Venturi
$
$ i
/Z
VST VST - EVR -SBK Coaxial EVR Breakaway With Check Valve
$
$
/Z
VST VST- EVR -NBBL Coaxial EVR Balance Nozzle Black
$
$
VEEDER ROOT Carbon Canister for PMC only
$
1
VEEDER -ROOT 861290 -002 Carbon'Pressure Management System (Pending CARB
$
$
Approval) W/ 2" Installation Kit
1
VEEDER -ROOT 330020 -515 ISD Manuals & Vapor Pressure Sensor -1 per site
$
$
1
VEEDER -ROOT 330148 -001 RS -232 Interface Module W /Auxilary Port Suggested
$
$
But Not Require
1
VEEDER ROOT 332250 -001 7 InputSmart Sensor Module Wa Embedded Pressure
$
$"
Sensor For;acuum4Sensor "Monitorl,ng & ISD'For VR Carbon Ganistgr.;Mounts`in
Low PowerCompart -in ent
1
VEEDER -ROOT 331500 -358 ECPU2 & Version 28 Software Upgrade W/ NVMEM2 '
$
$
Old E=CPU Board Must Be Returned within 75 Days. There is a minimum $629.00
Core Charge. Core charge will be considerably higher if the current software has any
software enhancements on it such as CSLD, PLLD etc.
1
VEEDER -ROOT Factory freight
$
$
Exclusions:
Fuel Surcharges- Many factories are now adding on fuel surcharges to cover the
high cost of fuel. Currently Gilbarco and Gasboy have implemented fuel
surcharges. NWP expects many other factories to follow. NWP will have to pass
these charges on. Please be aware that your final bill will include any fuel.
surcharges that NWP has to pay.
Above Specifications Exclude the Following (Unless Otherwise Noted):
Plans, Permits, Inspection, All Testing, Labor to Assemble or Install, Miscellaneous
Pipe Fittings and Accessories, Any Electrical Consideration, Offloading or Setting Any
Equipment or Tank, •- Site Improvements, Guard Barriers, Any Other Items (s) Not
Specifically. Mentioned Above
Equipment Only: No Installation. Subject to engineer's approval. This quotation does
not include or imply any equipment or quantities other than listed herein. Contractor to
determine actual quantities required. No retainage to apply.
Performance: Performance of'equipment listed.is based upon the accuracy of the
information supplied to NW Pump and Equipment Co. by the customer or customer's
engineer. Guarantee of performance may require approval by a licensed engineer at
the customer's expense.
Gilbarco / Gasboy.Terrns:° Special terms apply to the Gilbarco / Gasboy Equipment.
Prices reflect a 2.5% cash discount. Payments must be received within 10 days of
invoice. Invoices are sent upon completion ofihe order at the factory. Otherwise add
2.5% to these prices. Credit card payment not applicable with these terms.
Initials
Page 2 of 2
Northwest Pump Equipment Co.
s-� Vie c�zou�'m
1-o a j - _ o
.......
• • . • • • 1 • • . - • r • . • • . • . 1 • 1 • • • • • • . 1 1 r 1 1 . • r 1 r
. _ . . . . . . . • . .
Q(D •O
,. . . . . . . . . . . . . . . . . . . . . . . . M1•. • . • . . . .
. . ..... . . . .