HomeMy WebLinkAbout18520 67th Ave Ne_BLD5459_2026 COMMERCIAL TENANT IMPROVEMENT
0 PERMIT APPLICATION
18204 59 NE Community and Economic Development
City of Arlington• th Ave •Arlington,WA 98223 • Pllone (360)403-3551
The following information is required for Commercial, Multi-Family,and Mixed-Use Building Permit
Applications.
Mark each box to designate that the information has been provided. Please submit this checklist as part of
the submittal documents.
Incomplete applications will not be accepted.
SUBMIT ELECTRONIC FILES AND THE NUMBER COPIES REQUIRED FOR EACH OF THE FOLLOWING:
EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL.
QTY REQUIRED DOCUMENTS
1 City of Arlington Commercial Tenant Improvement Permit Application
❑ 1 City of Arlington Commercial Submittal Requirements Forte
❑ 1 Building Design Requirements(detailed information regarding plan preparation)
❑ 2 Site Plan
❑ 2 Architectural Plans
❑ 2 Stnictural Plans
❑ 2 Stnictural Calculations
❑ 1 Project Specification Manuals(if applicable)
❑ 1 WSEC Compliance Forms(if applicable) I tps:11waenergycodes.coml
❑ 1 Special Inspection and Testing Agreement
❑ 1 Deferred Submittal Request
❑ 1 Airport Property Lease(if building is located within the Arlington Airport Property Boundary)
❑ 1 USB Flash Drive or email a link to ced0arlingtonwa.gov
1. Architectural and Structural Plans shall be bound separately and rolled together with the Site Plan in
complete sets.
2. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance.
3. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at
lni.wa.gov or 360-416-3000.
Contact the Permit Center to verify if an intake appointment is required.
City of Arlington Permit Center at (360) 403 3551 or by email to ced0arlingtonwa.gov.
I acknowledge that all items designated as submittal requirements must accompany my Tenant
Improvement Permit Application to be considered a complete submittal.
REV 12/2021 Pagel of 4
COMMERCIAL TENANT IMPROVEMENT
PERMIT APPLICATION
` Community and Economic Development
City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551
Type of Permit: ❑ New Space ❑ Addition [2 Alteration
Property Address: 18520 67th Avenue N E Project Valuation: $0.00
ILot#: Parcel ID No.: 31052200100200 Subdivision:
Project Scope of Work: Reconfiguring existing Closed-Loop extractor
Primary Contact: ❑ Owner ❑ Architect Engineer ❑ Contractor
Owner Name: Tom Lee Office No.: (425)889-9500
IEmail Address: tom@mdgllc.com Cell No.:
IMailing Address: 141 Front Street N City: Issaquah State: WA Zip: 98027
Architect Name: Office No.:
IEmail Address: Cell No.:
IMailing Address: City: State: Zip:
Professional License Ntuuber: Expiration Date:
Engineer Name: 313 Certz (Craig Beaver/Brian Kester) Office No.: (360) 217-8446
IEmail Address: craig@ 3pcertz.com Cell No.:
Mailing Address: 14090 Freylands Blvd City: Monroe State: WA Zip: 98272
53341
Professional License Number: Expiration Date:
Contractor Name: N/A Office No.: N/A
Email Address: N/A Cell No.: N/A
Mailing Address: N/A N/A N/A City: State: Zip: N/A
L&I Contractor License Number: N/A Expiration Date: N/A
IBC Construction Type: IBC Occupancy Type:
Building Square Footage: N/A Ntuuber of Stories:N/A
ISquare Footage Per Floor: 1st N/A 2nd 3rd +11 50, 6th
Description of Use: N/A
REV 12/2021 Page 2 of 4
COMMERCIAL TENANT IMPROVEMENT
' PERMIT APPLICATION
` Community and Economic Development
City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551
A. THE CITY OF ARLINGTON CURRENTLY ENFORCES THE FOLLOWING:
International Codes
1. 2018 International Building Code(IBC)
2. 2018 International Residential Code(IRC)
3. 2018 International Mechanical Code (IMC)
4. 2018 International Fuel Gas Code(IFGC)
5. 2018 International Fire Code (IFC)
6. 2018 Uniform Plumbing Code (UPC)
7. 2018 International Property Maintenance Code (IPMC)
8. 2018 International Existing Property Code (IEBC)
9. 2018 Washington State Energy Code (WSEC)
10. 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1)
Washington State Amendments
1. WAC 51-50 Washington State Building Code
2. WAC 51-51 Washington State Residential Code
3. WAC 51-52 Washington State Mechanical Code
4. WAC 51-54 Washington State Fire Code
5. WAC 51-56&51-57 Washington State Plumbing Code and Standards
6. WAC 51-11 Washington State Energy Code
7. WAC 296-46B Electrical Safety Standards,Administration,and Installation
B. CITY OF ARLINGTON DESIGN REQUIREMENTS
Design Wind Speed: Exposure C-Ultimate Design-98 miles per hour
Exposure C-Nominal Design- 72 miles per hour
Ground Snow Load: 25 pounds per square foot
Dead Snow Load: 10 pounds per square foot
Seismic Zone: D1
Seismic category-D,E,or F,subject to soil,location,risk category and building characteristics.
Climate Zone: 4-C
Rainfall: 2 inches per hour for roof drainage design.
Frost Line Depth: 18 inches
Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided (IBC Table 1804.2&IRC R401.4.1)
C. DEFERRED SUBMITTALS
If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require
separate applications,plans and plan review.
1. Mechanical Plans (if not included in the plan set)
2. Plumbing Plans(if not included in the plan set)
3. Fire Sprinkler
4. Fire Alarm
5. Signage
D. SPECIAL INSPECTION AND TESTING AGREEMENT
A Special Inspection Firm is required to perform special inspections for the following type of work
*The Special Inspection and Testing Agreement MUST be submitted with the Building Application.
❑ Reinforced Concrete ❑ Structural Steel and Welding
❑ Bolting in Concrete ❑ High-Strength Bolting
❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing
❑ Shotcrete ❑ Smoke-Control Systems
❑ Structural Masonry ❑ Other-Specify:
p fY:
REV 12/2021 Page 3 of
COMMERCIAL TENANT IMPROVEMENT
' PERMIT APPLICATION
Community and Economic Development
City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551
E. INSTALLATION,MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL
*CHECKALL THAT APPLY
❑ Automatic fire extinguishing systems E� Compressed gas systems
❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc.)
❑ Standpipe systems ❑ Hazardous materials
❑ Private fire hydrants ❑ Industrial ovens/furnace
❑ Fire alarm and detection systems ❑ Spraying or dipping operations
Temporary membrane structure,tents(>200 sq.ft)or
El High piled/rack storage ❑ canopies (>400 sq.ft.)
Q' Provide details on any of the above checked items: Reconfiguration of existing closed-loop extractor tubes
outlined in the engineering report.
I hereby certify that I am the [�Owner ❑Architect ❑ Engineer ❑Contractor and authorized to sign this
application and that the above infortuation is correct and construction on,and the occupancy and the use of the
above-described property will be in accordance with the laws,rules and regulation of the State of Washington,and
the City of Arlington.
es'g"a'—S,,m'aee°....... Thomas Lee
e Ig1 Ia Ltllu6aatlaaesa6703"]9eb6a67ea< Print Name Date
FOR STAFF USE ONLY
PERMIT# ACCEPTED BY: DATE STAMP
REV 12/2021 Page of
(VICERTz
CERTIFICATE OF CONFORMANCEI
E
WASHINGTON ,
1
------------------------------------------...------ '
!Equipment Manufacturer: Equipment Information: I I
1 1
1 1
BIZZYBEE LLC Model Number: Multi Rack System
5001 Burlington Way STE B I Approved Solvents: 100%Butane
.Tacoma, WA 98409 I 70/30 Butane-Propane Mix
I 100%Propane i
1 1 F 1
1 I 1 I i
;(206)707-9417 Max Pressure Rating: 250 PSI
1 1 I i 1
I iwww.bizzybee.com Temperature Range: -34°to 43'c(-30•to 110•F)
----------------"""...---------------1------------------------------------'-------------------_.___----------------------------------1 1
Equipment Owner: ;Certificate Information:
;Rolling Farms, LLC Serial Number: 3PCO408
SNI O K E Y !Jeremy Kiefer Control Report: ECR-BZBMRS-R2
POINT 118520 67th AVE NE Issue Date: 05/04/2023
v s o o u c i i o w s 1,Arlingtion, WA 98223 Install Location: 18520 67th AVE NE
1,360-386-9137 ext.420 Arlingtion,WA 98223
1.------------------------------------1'----------- ..........------------------'----------------------------------
._..._.._.____._ ... ... .. 1
The BizzyBee Multi Rack System, Serial# 3PC0408, has been reviewed by a licensed Washington Professional I
Engineer and found to be in compliance based on the following codes and standards.
The rack assemblies found in this document are comprised of components that have been reviewed and
certified for safe use by 3P Certz. All components and their identifiers listed on each rack can be found in the
Multi-Rack Systems Comprehensive Report: ECR-BZBMRS-R2.
- WAC 314-55-104 I
-2018 International Fire Code
- NFPA 55-2016, Compressed
Gases and Cryogenic Fluids Code
- NFPA 58-2017, Liquefied Petroleum Gas Code
-2019 ASME BPVC, Section VIII, Division I
I
1
1
This unit does not meet the ASCE seismic 0 W1�p
requirements for the install location listed above.
Additional restraints are required. Please see PE O I
recommended anchoring methods. 1
*See Sos into on following pages.
1
/
vo '
R Z;
Licensed Engineer: Brian A. Kester 53
�0�, 61Q E,
1
License Number: 53341 �SsjONALG o�
slfy/aeti3 �;
3P Certz, LLC ON
14090 Fryelands Blvd.Suite 230 ;
Monroe,Washington 98272 til
�1
�1
�I
i
SN:3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 1
jKERTz
SYSTEM OVERVIEW- MATERIAL RACK 1 AND MATERIAL RACK 2
The option identifiers called out on this rack can be linked with their respective identifier found in the Multi-
Rack Systems Comprehensive Report. Every vessel and component included in this assembly rates for at least
250 PSI and a temperature range of-34'to 43° C(-30°to 110' F). For more information regarding
temperature and pressure ratings, please refer to ECR-BZBMRS-R2.
MATERIAL VESSELS
VESSEL: V-13 '
UPPER LID: L-7
SIGHT GLASS: S-4
FILTER: S-9 MATERIAL VESSEL
LOWER LID: L-3 VESSEL: V-5
UPPER LID: L-7
--_ - FILTER: S-9
ti LOWER LID: L-3 I
_ Ili
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
sa �
STAND I
FRAME: F-2 I
c ;
I
W'
v;
Q�
cc'
z'
of
v�
u-'
Oi
W�
U'
---------- FIGURE 1.1 - Material Rack 1 and Material Rack 2-Overview---------- cZ;
WI
v�
SN:3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 2
(j!6' ERTz
SYSTEM OVERVIEW- COLLECTION RACK
Every vessel and component included in this assembly rates for at least 250 PSI and a temperature range of
-34'to 43° C(-30°to 110' F). For more information regarding temperature and pressure ratings, please refer
to ECR-BZBMRS-R2.
I
I
I
DISTILLATION VESSEL
I
VESSEL: V-9 MOLECULAR SIEVE VESSEL
.� I
UPPER LID: L-7 VESSEL: V-5 I
I
LOWER LID: L-3 , . UPPER LID: L-7
FILTER: S-9
I
LOWER LID: L-3
�v I
I
s I
E, i
i
i
i
i
1
i
i
i
i
� 1
i
i
i
i
i
i
i
i
i
i
i
i
i
i
V �
i
t i
STAND
COLLECTION VESSEL FRAME: F-2
VESSEL: V-9 ` I
UPPER LID: L-15
LOWER LID: S-1
COLLECTION VESSEL Q
VESSEL: V-9
UPPER LID: L-7
SIGHT GLASS: S-4 0:
LOWER LID: S-1
vl
---------- FIGURE 1.2 - Collection Rack-Overview---------- W
v;
SN:3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 3
(j!6' ERTz
SYSTEM CONFIGURATION OPTIONS
The following are a list of configuration options used in this system. All option identifiers have been
thoroughly reviewed and more information can be found in the ECR-BZBMRS-R2, Multi-Rack Systems
Comprehensive Report.
,
,
,
,
,
,
,
,
,
o '
I
,
,
a
,
,
,
,
,
,
,
• I
s •
,
,
,
,
,
,
,
,
,
,
,
,
,
,
I
PRESSURE RATING OF SYSTEM FLOOR TANKS ;
P-2(BUTANE, 100 psi);
P-3(70130 MIX, 150 psi);
P-4(PROPANE,250 psi)
FLAT LIDS VESSELS
L-3(6"X 0.438",2 FITTINGS,3/8"); V-5(516 x 42 STD);
L-7(6"X 0.438",3 FITTINGS,318"); V-9(618 x 48 STD);
L-15(6"X 0.438",5 FITTINGS,318") V-13(10112 x 42)
,
,
,
,
,
,
,
,
ADDITIONAL LEG-MOUNTED OPTION
,
,
,
,
,
,
,
,
SIGHT GLASSES AND MISCELLANEOUS LIDS FRAMES z
S-1 (6"DOMED LID); F-2(1.5"QUAD RACK,42"LEG)
S-2(150 psi SIGHT GLASS, 6"); z
S-9(6"FILTER SPOOL PIECE) I
ELECTRICAL EQUIPMENT o;
W�
V'
,
�W,
,
Vi
,
SN:3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 4
ARI
IMERTz
PIPING AND INSTRUMENTATION DIAGRAM (PID) - MULTI RACK SYSTEM
-----------------------------------------------------------------------------------------------------------------------------------------------------
1
1
1
;
1
I
I
w I
I
;
E I
E I
a I
t ;
F8 N a
-6 I
� I
I
;
I
The current configuration ;
INDOOR ______________________________________________________ '
HALLWAY ! :.---------- .--.. uses a three port lid,the
five port lid shown may
.° ID be used in the future. ,
4—CT
OUTDOOR I
CLOSET
--CT Swol
�U �
1
Q O r
6t K f 1
1
y, OR
_____________________40
hhh 1
1
M 5° ............................................RAC
I i r rc DUAL
1
j OLLECTION
.' RACK 1
1
;> C° 1
.W 1
1
1
___ El(TRACTION 1
ROOM 1 1
1
1
1
1
1
---------- FIGURE 1.3 - BIZZYBEE MULTI RACK SYSTEM, PID----------
1
1
1
1
1
1
1
1
1
1
1
1
wl
UI
z;
Q 1
�1
of
�1
z;
of
UI
U-1
O;
1
L1
Q 1
UI
�1
1
U;
1
SN:3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 5
(j!9"ERTz
I
USGS Design Maps Summary Report
I
I
Report Title: 3PCO408 Install Location
Thursday,April 6,2023
I
Reference Document: ASCE7-16 ;
Site Coordinates: 48.166°N, -122.143°W I
Site Soil Classification: Site Class D- "Stiff Soil"
Risk Category: 1/11/III
1
1
1
1
1
191st PI NE '
1
1
1
Bad Dog Distillery QCustom Interiors
1
ABW Techr ologiesQ ,
1
Arlington Community
Food Bank D ;
z T F Auto Repair Q
m '
1
1
1
1
2 s '
° $ m $ i
n 'O QMid-Mountain Materials
` 9 dom Hall of
188th PI NE z Contech Engineered Jehovah's Witnesses ;
m IpSolutions
1
1
HCI STEEL BUILDINGS 188th St NE • 188th St NE 188th St NE '
1
1
achine Q $
1
m �hewk Dr ;
1
1
y'
Gleneaglelft
Q Homes,851747 i
N '
Smokey 2 Point 0 ?,°rt L7 Productions 4
0
$ s i
W hitehawk
Tot Lot '
1 '
1
1
SeaCast Arlington 0 i
1
1
c '
1
o i
» 1
1
1
1
i
Output: SIDS= 0.755 g
z�
The Design Spectral Response value for this install location is greater than the stability value of the Multi Rack
System. Therefore, anchoring or additional restraints are required on the Multi Rack System to meet the o
stability requirements at this install location. The following pages provide the minimum anchor g;
requirements, if anchors are used as the restraining method for this equipment. Alternate methods of o
securing the equipment may be used as long as they are approved by the engineer of record performing the 31
site/installation inspection of this equipment.
W 1
U'
SN:3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 6
3P%
CERTZ
STAND ANALYSIS- MATERIAL RACK 1 AND MATERIAL RACK 2
The stand for this extraction equipment has been analyzed for structural rigidity as well as stability under
horizontally applied seismic loads. See the following calculations pertaining to the analyses performed.
APPLIED LOADING
--------------------------------------------------------------------------
;ITEM WEIGHT QTY TOTAL WEIGHT;
I 1 I
10-12 Material Vessel 153 Ibs 3 459 Ibs
:5-6 Material Vessel 65 Ibs 1 65 Ibs ;
:Frame 68lbs 1 68lbs
1 I
1 1 I
TOTAL DRY WEIGHT: 592 Ibs
I 1 I
:Trim (10-12 Vessels) 30 Ibs 3 90 Ibs
1 1 1
Trim (5-6 Vessels) 7 Ibs 1 7 Ibs
---------------------------TOTAL LOADED WEIGHT:- 68- Ibs
1
---------- TABLE 1.4 -Applied Loading Table----------
CG LOCATION :
®
l :
1
1
1
--- :
1
1
1
1
1
1
1
1
-f 1
o c :
16.463in � 1
1
1
1
1
1
1
1
1
1
1
C 1
,
- 1
1
MU Dist a3.i_�in 1
1
1
1
— 1
1
,
1
y� 1
W�
1
" 37.762in zl
1
QI
37.762in �1
MU Dist .. 43.135in �1
0�
ILA
z;
o�
2.7931n 12.793in L
1
v;
�1
---------- FIGURE 1.5 -Approximate CG Location---------- CZ�
N
1
SN:3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 7
AN/
IMERTz
ANCHOR CALCULATIONS- MATERIAL RACK 1 AND MATERIAL RACK 2 ;
In order to meet the seismic requirements for this install location,the Material Racks shall be anchored to
the floor of the extraction area. The following calculation determines the minimum anchor pullout and shear
strength. A minimum of four anchors shall be used. Correct anchor installation shall be verified prior to
operating the equipment.
Max Weight, W = 689 Ibs --
Frame Length, L = 27.0 in
Frame Depth, D = 36.0 in
CGS Reference, L CG = 16.5 in
CGp Reference, D CG = 12.8 in
CGH Reference, H CG = 37.8 in
Response Modification Factor, R
(Assumes no strength reduction necessary for this frame)
nAo3 i n i
V
Importance Factor, 1, = 1.00
I
(Risk Category II from ASCE/SEI 7-10,Table 1.5-2) ;
i
CS = SDS (ASCE/SEI 7-10, EQ. 12.8-2) w
(R/Ie
At"Dist s3.i3s �
V= CS W (ASCE/SEI 7-10, EQ. 12.8-1)
Design Spectral Response,S DS = 0.755 g
Applied Horizontal Seismic Force, VA = S DS W = 520 Ibs 37762'"
I
_ I
FM O =O .: D X F ANCHOR _ H CG X V-D CG X W �
i
i
i
12.7931n ;
FANCHOR = 301 Ibs
*If four anchors are used, the minimum anchor FANCHOR zi
pullout strength must be greater than 150 Ibs per
anchor. Anchor shear strength must be greater than °I
z;
130 Ibs per anchor.
---------- FIGURE 1.6 Rigid Body Diagram----------
Q'
U'
i
Ui
i
SN:3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 8
(j!6' ERTz
STAND ANALYSIS- COLLECTION RACK
The stand for this extraction equipment has been analyzed for structural rigidity as well as stability under
horizontally applied seismic loads. See the following calculations pertaining to the analyses performed.
APPLIED LOADING
•------------------------------------------------------------------------ '
(ITEM WEIGHT QTY TOTAL WEIGHT:
;Collection Vessel 95 Ibs 2 190 Ibs
1 , ,
Distillation Vessel 80 Ibs 1 80 Ibs
1 , ,
:Molecular Sieve 65lbs 1 65lbs
:Frame 68lbs 1 68lbs I •
TOTAL DRY WEIGHT: 403 Ibs
, , 1
, , 1
;Solvent 19lbs 2 38lbs
, , 1
, , 1
, , 1
I TOTAL LOADED WEIGHT: 441 Ibs I I
.-------------------------------------------------------------------------1 1
I
---------- TABLE 1.7 -Applied Loading Table---------- '
CG LOCATION I
1
1
1
1
1
} 1
-- 1
I
1
I
1
1
1
1
1
1
� I
1
0 1
13.778in '
1
13.778in '
1
4 '
1
1
1
1
1
1
O 1
1
� I 1
1
1
1
1
1
1
1
Maz Dist v 45.038in �
1
40.636in I
-- — •k7.636in '
1
1
1
_ 1
U'
QI
1
' AAa(Dist .. 45A38in cc:
/ O�
��
z'
1
o�
of
1
13.E83in � " 13.683in �i
QI
i UI
�1
---------- FIGURE 1.8 -Approximate CG Location---------- �;
C2
N
SN:3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 9
3P-/
CERTZ
ANCHOR CALCULATIONS- COLLECTION RACK ;
In order to meet the seismic requirements for this install location,the Collection Rack shall be anchored to
the floor of the extraction area. The following calculation determines the minimum anchor pullout and shear
strength. A minimum of four anchors shall be used. Correct anchor installation shall be verified prior to
operating the equipment.
Max Weight, W = 441 Ibs N
Frame Length, L = 27.0 in —�
Frame Depth, D = 36.0 in
CG Reference, L
� cG = 13.8 i n ------. -------
CGp Reference, D CG = 13.7 in
CGH Reference, H CG = 40.6 in
I
Response Modification Factor, R
(Assumes no strength reduction necessary for this frame) ,
13.778in '
i
i
Importance Factor, 1, = 1.00 ;
(Risk Category II from ASCE/SEI 7-10,Table 1.5-2) V '
I I '
i a
CS = Sps (ASCE/SEI 7-10, EQ. 12.8-2) ;
(R1Ie W
Max Dist .. 45.038in '
i
i
i
V= CS W (ASCE/SEI 7-10, EQ. 12.8-1) 40r---'u,
Design Spectral Response,S Ds = 0.755 g - _ - ---
�as -
Applied Horizontal Seismic Force, VA = S DS W = 333 Ibs
FM O =O D X F ANCHOR =H CG X V—D CG X W
i
i
i
i
13.683In �
FANCHOR — 208 Ibs L
i
*If four anchors are used, the minimum anchor
pullout strength must be greater than 104 Ibs per FANCHOR
anchor. Anchor shear strength must be greater than °I
z;
83 Ibs per anchor.
---------- FIGURE 1.9 -Rigid Body Diagram----------
Q'
U'
i
Ui
i
SN:3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 10
IMERTz
APPROVED DEVIATIONS ,
The system certified within with report used DOT approved tanks for solvent storage and supply.The tanks
are not included in the Bizzybee Multi Rack Report (ECR-BZBMRS-R2).This deviation has been reviewed by 3P
Certz and found to be safe for use as configured. It is recommended that these freestanding tanks be
anchored to the wall for increased safety.
,
,
,
,
,
150 200 250 �11
100 r A 0 300�= I
50 350ft t
0
30 400 I
�f in.H9� Psi N�
,
,
,
,
i
,
,
,
,
,
i
,
,
,
,
,
,
iM I
,
i
f '
i
,
,
,
The following hoses have been added to the system: Swagelok SS-613HT-72.This deviation from Bizzybee
Report: ECR-BZBMRS-R2, has been approved by 3P Certz and found to be suitable for use as configured.
Hose detailed specifications can be found below.
,
1
,
Body Material PTFE
,
,
Connection 1 Size 3/8 in.
,
,
Connection 1 Type Swagelok@ Tube Adapter
,
,
Connection 2 Size 3/8 in. '
,
,
,
Connection 2 Type Swagelok@ Tube Adapter i
,
,
Maximum Temperature,°F(°C) 450(232) i
,
,
Minimum Temperature,°F(°C) -65(-53) UI
z,
Technical Data
Minimum Inside Vacuum Minimum o
(28.5 in.Hg Working Burst DUN[ 0,
Nominal Inside Outside Bend Radius Temperature ]96.5 kPa]) Pressure at Pressure at Hose �I
Hose Size Diameter Diameter in. Range Rated to... 70-F(2D°C) 70-F OWC) Weight 01
in.(mm) in.(mm) in.(mm) Static Dynamic of CC) °F(•C) psig(bar) psig(bar) Ib/ft(kotm)
,
r' �I
,
3/8(9.5) 0.31 V.9) 0.44(11.1) 3.50(8.89) 5.00(12.7) 450(230) 2500(172) 10 000(689) 0.12
U,
,
SN:3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 11
(j!b' ERTz
I
I
I
IMAGES OF ACTUAL UNIT(MATERIAL RACK 1)
1
1
1
1
1
I
I
I
I
I
I
I
I
I
I
I
I
- I
I
I
I
r ,
� � I
I
I
I
,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
_N 1
1
1
1
1
1
1
Y I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
W�
U�
zl
Q�
�I
�I
o,
z;
of
U�
w�
Oi
W�
MATERIAL RACK 1 OVERVIEW IMAGE-FRONT VIEW
�1
wl
UI
i
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 12
(j!b' ERTz
I
I
I
IMAGES OF ACTUAL UNIT(MATERIAL RACK 1) ;
1
1
1
1
1
1
� I
I
I
I
I
I
_ I
I_ I
I
I
I
I
I
I
I
I
1 � I
I
I
I
I
I
I
I
I
I
1
1
1
f� 1
1
1
1
1
1
ti 1
1
;
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
_ 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
W�
1
�I
of
W 1
z'
o;
UI
W�
O'
�i
MATERIAL RACK 1 OVERVIEW IMAGE-BACK VIEW
WI
1
U;
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 13
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL RACK 1) ;
� I
I
Z '
i
i
i
i
4
i
i
i
i
i
`\i
I
I
I
I
I
I
I
MATERIAL RACK 1 OVERVIEW IMAGE-SIDE VIEW MATERIAL RACK 1 OVERVIEW IMAGE-SIDE VIEW ;
w�
U�
z;
of
w�
o;
Ui
w'
O;
w�
Q'
U'
w-i
L'
i
U;
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 14
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 1)
1
1
1
1
r
1
1
- 1
I
I
I
I
I
- I
I
I
I
I
I
r '
l
I
I
I
I
I
I
I
I
I
I
I
-- I
I
I
I
I
I
1
1
1
1
I
I
1
1
1
1
1
1
1
1 '
I
1
1
1
I
I
1
MATERIAL VESSEL 1-PRV SET TO 250 PSI I
1
1
1
1
1
1
1
I
1
I
1
1
1
I� 1
1
1
1
1
l5Q E 1
` � 1
1
rVQ ;
in 1
1
1
1
i
i
1
1
1
i
1
W'
V'
zl
• Q;
�1
o'
w'
zl
o�
u�
wl
of
w'
1
v;
MATERIAL VESSEL 1-OVERVIEW MATERIAL VESSEL 1-PRESSURE GAUGE
wl
VI
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 15
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 1)
I
I
' I
f
I1
i '
` i
i
i i
LW W Road
Shang
v �
INNER
U
+
MOP r. i
• / i
i
SERiAL N.O.
T Ni
W 1 a�63.g.12 i
RT3
r
�r
I
I
I
MATERIAL VESSEL 1-ASME U-STAMP-SN: 18063-6-12
I
w'
U'
zl
Q'
�I
O'
W'
zl
o�
U'
WI
O:
w'
Ui
�i
W�
U�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 16
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 2)
06
1
1
1
1
1
1
1
1
I
I
I
I
I
� I
I
I
I
I
I
n I
I_ I
I
I
� I
I
I
I
I
I
I
I
I
I
I
1
1
1
1
1
,
1
i
1
i
i
i
I
0-a.. i
1
1
1
MATERIAL VESSEL 2-PRV SET TO 250 PSI '
I
1
1
1
1
1
1
1
1
1
1
1
I
1
1
1
1
1
1
1
1
� I
1
1
.� 1
i
i
1
i
1
1
1
i
i
1 '
1
w'
V'
zl
Q'
�I
o'
w'
zl
o�
u'
w;
of
w'
1
v;
MATERIAL VESSEL 2-OVERVIEW MATERIAL VESSEL 2-PRESSURE GAUGE
wl
VI
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 17
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 2)
maul
1 i
i
Y � •
i
l°
r '
L '
I '
i
i
1 � i
,
i
tip i
� i
i
17072--1-11 '
;,
MATERIAL VESSEL 2-ASME U-STAMP-SN: 17072-1-17
w'
U'
zl
Q'
�I
O'
W'
zl
o�
U'
WI
O:
w'
Ui
�i
W�
U�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 18
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 3)
1
1
1
1
1
1
t. I
1
1
1
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
(I I
I f • I
I
I
I
I
I
I
I
S IIIf '
1
1
1
I/\ 1
1
1
1
1
1
1
' 1
1
1
1
1
1
1
1
� l 1
1
1
1
1
1
MATERIAL VESSEL 3-PRV SET TO 250 PSI I
I
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
- 1
I
1
1
1
1
1
1
1
1
1
1
I
1
V'
zl
Q'
1
o'
zl
w;
0 1
w'
1
v;
MATERIAL VESSEL 3-OVERVIEW MATERIAL VESSEL 3-PRESSURE GAUGE
wl
VI
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 19
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 3)
LH
CERTIFIEDBY
I
I
' I
I
Road Malu TOWSAP,R CHAMBER
I
INNE
cc AT
I
s 80
00
SER0 '8074•��� � I
I '
I Mpg ATM
MATERIAL VESSEL 3-ASME U-STAMP-SN: 18074-1-23
w'
U'
zl
Q'
�I
O'
W'
zl
o�
U'
WI
O:
w'
Ui
�i
W�
U�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 20
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 4)
Ir
,
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
1 i
1 �
i
i
MATERIAL VESSEL 4-PRV SET TO 250 PSI I
I
I
I
\� 150 200 250
100
300 =
.ice i
50 -
350.Z
-30 400
�n Hq PSI I
w'
V'
zl
i
o'
w'
zl
o�
u'
w;
o�
w'
v;
c'
MATERIAL VESSEL 4-OVERVIEW MATERIAL VESSEL 4-PRESSURE GAUGE
w�
V�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 21
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL RACK 2) ;
,
,
,
,
,
,
,
- L ,
I` I
,
,
,
,
,
,
I
,
I
,
,
,
,
,
,
I
I
I
I
I
I
I
,
,
,
,
,
,
I
,
,
,
,
,
,
,
,
,
t
,
I
,
I
W�
U�
K z;
,
O�
Oi
U,
O'
�i
MATERIAL RACK 2 OVERVIEW IMAGE-FRONT VIEW
,
U;
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 22
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL RACK 2) ;
i�
I
I
I
I
I
I
I
I
I
I
I
W�
U�
z'
of
�I
o;
Ui
O'
�i
MATERIAL RACK 2 OVERVIEW IMAGE-BACK VIEW
U;
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 23
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL RACK 2) ;
M I
a
I
I
I
. f
f` I
il
7
r I
I
I
MATERIAL RACK 2 OVERVIEW IMAGE-SIDE VIEW MATERIAL RACK 2 OVERVIEW IMAGE-SIDE VIEW I
w�
V�
z;
of
w�
o;
Ui
O;
w�
Q'
U'
�i
i
U;
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 24
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 5)
I
I
I
I
P / �
i
i
i
i
i
i
i
i
I '
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
! MATERIAL VESSEL 5-PRV SET TO 250 PSI
i
N
f '
I
I
N
150 200 f,
250
100 ,f 300
---50
350
30 400
in.Hg
Psi V;
o:
w:
- zl
o�
u�
� wl
o�
MATERIAL VESSEL 5-OVERVIEW MATERIAL VESSEL 5-PRESSURE GAUGE
w�
v�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 25
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 5)
ShanI
1
ss Equipm.'eat CoAst.-I
1 1 Ro• 1 a 1 0 • I 1 :1 r
i
i
i
Shan
U hai s o INNER CffAMBER,,',
I
► ® w AT, 100
'
I
w 80 °
I
RT3
2018
SERIALi 17075-1-26YEAR
Jacket
00 MAWP ATM MPa AT --
MATERIAL VESSEL 5-ASME U-STAMP-SN: 17075-1-26 I
w'
U'
zl
Q'
�I
O'
W'
zl
o�
U�
WI
O:
w'
Ui
�i
W�
U�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 26
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 6)
1
1
1
1
I
I
1
1
1
I
u I
I
I
I
I
I
a
I
I
I
I
I
I
I
I
I
I
I
� I
I
I
I
- I
I
I
I
I
I
I
1
1
1
1
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
- 1
1
1
1
1
1
MATERIAL VESSEL 6-PRV SET TO 250 PSI I
1
1
1
I
1
I
_ 1
1
r - '
1
1
� I
1
1
1
1
1
1
1
yCf� 1
_1V 1
35 '
1
1
1
1
1 '
1
1
1
1
w'
V'
zl
�I 1
o'
- w'
� of
1
of
�1
1
v;
MATERIAL VESSEL 6-OVERVIEW MATERIAL VESSEL 6-PRESSURE GAUGE
wl
VI
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 27
(!!6' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 6)
e
Shanghai • StainlessEquip' rnent Co.,Lt
I
880 Cheng Liu Mid ro. 1 Mal.u1 1 Jia Ding
I
1 . s i '
INNER CHAMBER
I
A r P • I
I
+1 �, I
�1 8 , I
RT3 ` 18063-6-21 ` ' Now '
I
I
I
I
■ Jacket
ATM
r A.
I
. � I
MATERIAL VESSEL 6-ASME U-STAMP-SN: 18063-6-21 I
w'
U'
zl
Q'
�I
O'
W'
zl
o�
U'
WI
O:
w'
Ui
�i
W�
U�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 28
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 7)
I
I
I
J � '
_ I - R
,. I
I
I
I '
MATERIAL VESSEL 7-PRV SET TO 250 PSI I
t50
i
�50 '
b '
n �
i
i
i
i
1 '
i
i
i
i
i
i
i
1 '
i
i
W'
V'
- zl
Q'
�I
o'
w
o�
ul
- of
w'
�I
MATERIAL VESSEL 7-OVERVIEW MATERIAL VESSEL 7-PRESSURE GAUGE
w�
V�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 29
(!!6' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 7)
CERTIFIEDBY
I
• / 1 �
1 •
I
. • 1Road •lu �
•�1 cheng •
rh
i
U
i
AT f0o '
i
i
i
73
A i
i
w MDMT • , i
i
i
R13
• 1807�1-1-2j
I
jacket C
AT 49
I
MATERIAL VESSEL 7-ASME U-STAMP-SN: 18074-1-27
w'
U'
zl
Q'
�I
O'
W'
zl
o�
U'
WI
O:
w'
Ui
�i
W�
U�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 30
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MATERIAL VESSEL 8)
,
,
,
,
,
,
,
,
,
,
,
,
,
,
c I
,
,
,
,
,
,
,
i — I
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
I
I
,
I
I
,
,
,
,
,
,
,
I
,
,
,
,
,
,
,
MATERIAL VESSEL 8-PRV SET TO 250 PSI I
I
I
I
I
I
,
,
,
,
� I
I
,
I
I
I
,
,
I
,
,
,
,
,
V'
,
o'
w'
zl
u'
w;
o�
MATERIAL VESSEL 8-OVERVIEW MATERIAL VESSEL 8-PRESSURE GAUGE
w�
V�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 31
(j!b' ERTz
IMAGES OF ACTUAL UNIT(COLLECTION RACK) ;
1
I
v ,
a
I
I
I
4 I
i
i
i
i
i
i
i
i
i
i
i
i
i
i
W�
U�
z;
�I
o�
w�
z�
o;
Ui
w�
O;
w�
COLLECTION RACK OVERVIEW IMAGE-FRONT VIEW
Wi
U;
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 32
(j!b' ERTz
IMAGES OF ACTUAL UNIT(COLLECTION RACK) ;
{ I
I
t I
I
I
I
IIP
I
I
I
I
I
I
I ;
i
i
i
i
i
I
i
i
i
i
i
COLLECTION RACK OVERVIEW IMAGE-BACK VIEW
i
w�
U�
z'
�I
o�
w�
z;
o,
Ui
O;
w�
Q'
U�
�i
i
U;
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 33
(j!b' ERTz
I
I
I
IMAGES OF ACTUAL UNIT(COLLECTION RACK) ;
1
1
1
1
1
1
1
I_ I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
y I
I
I
•f
T
I
1
_ 1
4 �
1
1
1
1
1
1
1
1
1
_ 1
1
1
� 1
1
I � 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
� 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
COLLECTION RACK OVERVIEW IMAGE-SIDE VIEW COLLECTION RACK OVERVIEW IMAGE-SIDE VIEW
1
1
1
1
1
1
w�
U�
z;
1
of
w�
o;
UI
w'
O;
wl
�1
Q'
U'
w-i
1
U;
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 34
(j!b' ERTz
IMAGES OF ACTUAL UNIT(COLLECTION VESSEL 11
1
� I
• t
I
•� t� I
I
f
I
COLLECTION VESSEL 1-PRV SET TO 2S0 PSI I
I
I
I
I
� I
I
_ I
Q 200 I
IS
(' I
- f '
50 -
o'
w'
zl
o�
u'
w;
o�
w'
Vi
COLLECTION VESSEL 1-OVERVIEW COLLECTION VESSEL 1-PRESSURE GAUGE
w�
V�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 35
(j!b' ERTz
IMAGES OF ACTUAL UNIT(COLLECTION VESSEL 21
1
1
1
1
I
1
1
1
1
1
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
' 1 I
I
I
I
I
I
I
I
I
I
I
I
1
1
1
1
1
I
1
1
1
r I
1
1
1
1
1
1
1
1
1
1
1
i I
1
1
COLLECTION VESSEL 2-PRV SET TO 2S0 PSI I
1
1
I
1
1
1
1
1
1
1
1
1
1
1
r 1
1
1
♦ 1
ti� 300 f . 1
1
1
1
�
'K340
1
1
1
-- 1
1
I
1
1
1
1
1
1
r 1
1
Q�
1
U-I
zl
o�
u'
w;
- of
w'
1
v;
COLLECTION VESSEL 2-OVERVIEW COLLECTION VESSEL 2-PRESSURE GAUGE
wl
VI
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 36
(j!b' ERTz
IMAGES OF ACTUAL UNIT(DISTILLATION VESSEL)
1
1
1
_ 1
I
1
1
1
1
I
I
I
I
I
I
I
I
I
--Y I
I
_ I
_ I
I
' I
I
I
I
I
/+ I
I I
I
I
I '
I
I
I
I
1
1
1
1
" 1
1
1
1
1
1
1
1
1
_ 1
1
1
1
1
1
1
1
1
1
DISTILLATION VESSEL-PRV SET TO 250 PSI I
1
1
1
1
1
I
I
1
I '
I
1
I
1
I
1
1
1
1
1
1
1
1
I
1
1
1
1
1
r H j
1
1
1
-50 3 I
1
1 '
1
�00 '
1
1
1
w 1
V�
zl
1
o:
w:
zl
o�
u�
w;
of
w'
1
v;
DISTILLATION VESSEL-OVERVIEW DISTILLATION VESSEL-PRESSURE GAUGE
wl
VI
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 37
(j!b' ERTz
IMAGES OF ACTUAL UNIT(MOLECULAR SIEVE VESSEL)
,
,
,
,
,
Ilk ,
,
,
I
I
,
,
,
,
,
,
,
,
,
,
,
l 7 '
i
,
,
,
,
,
,
,
,
4 ,
,
,
i
� I
,
,
,
,
,
,
,
,
,
,
,
,
,
,
MOLECULAR SIEVE VESSEL-PRV SET TO 250 PSI I
,
,
,
,
I
I
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
- • 2(10 '
,
'150
50 '
,
,
,
]>o0
I
,
i` 50 ,
,
I
�- 0 '
,6CO
w'
V'
zl
Q'
,
w'
zl
o:
w;
o�
w'
,
v;
MOLECULAR SIEVE VESSEL-OVERVIEW MOLECULAR SIEVE VESSEL-PRESSURE GAUGE
w�
V�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 38
(j!6' ERTz
IMAGES OF ACTUAL UNIT ,
'-Y
SERIAL NO:
3PC
RTz
VA".3 c '
- 4
I
3P CERTZ SERIAL TAG-3PCO408
RECOMMENDED INSTALLATION CHECKLIST:
I
- Ensure each rack or tank is properly grounded to prevent static discharge when operating the system.3P Certz ;
has grounding and bonding solutions for sale. Please contact us using the information below for an estimate.
- Ensure any ancillary equipment not rated for a C1D1 environment, such as heaters and chillers are
located outside of the control area and plumbed through the wall.All penetrations should be sealed
with fire rated sealant.
- If a vacuum pump is used it must be a C1D1 rated or pneumatic pump and must be used inside the
C1D1 control area.
- Since your geographical SDS value is high,your units must be secured in a way that will prevent tipping ;
during a seismic event.This means you should anchor your system to the ground using anchor bolts
along with a chain or strap to wrap around the base of the frame to secure it to the floor.Any tanks
isolated from the rack should be secured to the wall with chain and anchors that rate as well.3P Certz
offers pre-engineered floor-mounted and wall-mounted seismic solutions for sale. Please contact us
using the information below for an estimate.www.3pcertz.com/seismic-kits
I
*Please contact 3P Certz if your Authority Having Jurisdiction (AHJ) requires a field verification of the
installation. If such a field verification is required, a Professional Engineer from 3P Certz will come to your site z
to verify the system has been installed in accordance with the manufacturer's instructions, the unit
certification report, and local governing codes. z
o�
U�
Phone: (360)-217-8446 °:
Email: sales@3pcertz.com
�l
W�
U�
SN: 3PC0408 CERTIFICATE OF CONFORMANCE
Issue Date:05/04/2023 www.3pcertz.com PAGE 39
CITY OF ARLINGTON
18204 59th Avenue NE,Arlington,WA 98223
INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551
BUILDING PERMIT
18520 67TH AVE NE Permit#: 5459
PERMIT EXPIRES 180 DAYS AFTER
Parcel#: 31052200100200 DATE OF ISSUANCE.
Scope of Work: Reconfiguring existing closed-loop extractor Valuation: 300.00
OWNER APPLICANT CONTRACTOR
ARLINGTON VENTURES LLC Tom Lee
10510 NORTHUP WAY STE 210 141 Front Street N
KIRKLAND,WA 98033 Issaquah,WA 98027
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2018
STORIES: CONST.TYPE:
DWELLING UNITS: OCC GROUP:
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any
other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the
Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any
period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance
advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building
official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this
jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation,
guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is
determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City
ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor.
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK
AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE
OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND
ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN
MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRC 110.
SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on
your sales tax return form and coded City of Arlington#3101.
��,GLrti O 07/24/2023
Applicant Signature Date Building Official Date
CONDITIONS
APPROVED AS SUBMITTED PER ONSITE INSPECTION.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE
PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS,
MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Description Fee Amount
07/24/2023 Processing(Technology $25.00
07/24/2023 Building Permit $34.00
07/24/2023 Inspection $75.00
07/24/2023 Building Plan Review $22.10
07/24/2023 Inspection $75.00
07/24/2023 Inspection $75.00
07/24/2023 Credit Card Service $g 18
Total Due: $315.28
Total Payment: $315.28
Balance Due: $0.00
CALL FOR INSPECTIONS
Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
INSPECTION INFORMATION IPass/Fail
Permit#: 5459
Permit Date: 07/03/23
Permit Type: COMMERCIAL ALTERATION
Project Name: Rolling Farms, LLC
Applicant Name: Tom Lee
Applicant Address: 141 Front Street N
Applicant, City, State, Zip: Issaquah, WA 98027
Contact: Garrett Hall
Phone:
Email: garrett@smokeypointproductions.com
Scope of Work: Reconfiguring existing closed-loop extractor
Valuation: 300.00
Square Feet: 0
Number of Stories: 0
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 07/25/2023
Permit Expires: 12/30/2023
Form Permit Type: COMMERCIAL ALTERATION
Status: COMPLETE
Assigned To: Kristin Foster
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
31052200100200 18520 67TH AVE NE ARLINGTON 349 Other Fabricated
VENTURES LLC Metal Products NEC
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
Inspection for
07/25/2023 Inspection reconfiguration of existing 07/10/2023 BUILDING Approved
closed-loop extractor
Plan Reviews
Date Review Type Description Assigned To Review Status
07/03/2023 COMMERCIAL BUILDING Approved
ALTERATION
Fees
Fee Description Notes Amount
Processing/Technology $25.00
Building Permit Table 4-1 $34.00
Inspection $75.00
Building Plan Review Table 4-2 $22.10
Inspection $75.00
Inspection $75.00
Credit Card Service $9.18
Total $315.28
Attached Letters
Date Letter Description
07/24/2023 Building Permit
Payments
Date Paid By Description Payment Type Accepted By Amount
07/21/2023 XBP Conf: $306.10
149808861
07/21/2023 Jeremy Kiefer 149808861 Kristin Foster $9.18
Outstanding Balance $0.00
Notes
Date Note Created By:
07/05/2023 Waiting for valuation from applicant. Kristin Foster
Uploaded Files
Date File Name
07/25/2023 16293734-20230724 BLD5459 IssuedPermit.pdf
07/03/2023 16028758-20230702 BLD5459 App.pdf
07/03/2023 16028759-20230702 BLD5459 EngineersRenor pdf