HomeMy WebLinkAbout9111 Tveit Rd_BLD2668_2026 NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
Cl DO NOT OCCUPY XAPPROVED
PERMIT#: t �`� IAM�IPM D_A_TE_: 3
OBADDRESS: �l( I I r t �-} t�, LOT#:
PROJECT: (1P € . ,,�, -
TYPE OF INSPECTION:
OTHER:
Cl NO PERMIT-STOP WORK-OBTAIN PERMIT
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BY LAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE
v �
O PLANNING O CIVIL Q/BUILDING •
/ CITY OF ARLINGTON
CITY OF ARLINGTON
18204 59th Avenue NE,Arlington, WA 98223
INSPECTIONS:360-403-3417- Permit Center: 360-403-3551
BUILDING PERMIT
Permit#:2668
91l It Tveit Rd. Permit Expiration Date:
Parcel#: 31051200100500 Valuation: 2000.00
OWNER APPLICANT CONTRACTOR
REACH VERNON Northwest Pipeline JTi Commercial Services,LLC
9111 TVEIT RD 22909 NE Redmond Fall City Rd 1006 Central Rd.
ARLINGTON, WA 98223 Redmond,WA 98053 Everson,WA 98247
425-301-1068 360-815-0693
LIC:JTICOTI955 DG t3XP:03/31/2021
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
LIC#: EXP: LTC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Residential Accessory Structure CODE YEAR: 2015
STORIES: I 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 AGRF,F,TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING TIE 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 HTS/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. IBCI l0/IRCI l0.
SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on
your sales tax return firm and coded City of Arlington#3101.
Clay R. Gustaves 7/15/2020
Signature Print Name Date Re cased 13y D.uc
CONDITIONS
Adhere to approved plans.Call for inspections.
TIJIS PEIWIT AUTHORIZES ONLY THE WORK NOTED, THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE
PROPERTY ONLY. ANY CO .'RUCTION ON THE PUBLIC DOMAIN(CU. n SIDEWALKS,DRIVEWAYS,
MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PER1*IIT FEES
Date Description Fee Amount
07/15/2020 Building Permit Fee $100.70
0711 5/2 0 20 Building Plan Review Fee $65.46
07/15/2020 Processing/Technology Fee $25.00
07/15/2020 State Building Code Surcharge Fee $6.50
07/15/2020 Credit Card Surcharge $5.93
Total Due: $203.59
Total Payment: $203.59
Balance Due: $0.00
CrALL.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
CITY OF ARLINGTON
' / 18204 59th Avenue NE,Arlington,WA 98223
INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551
BUILDING PERMIT
9111 Tveit Rd. Permit#: 2668
Permit Expiration Date:
Parcel#: 31051200100500 Valuation:2000.00
OWNER APPLICANT CONTRACTOR
BEACH VERNON Northwest Pipeline JTI Commercial Services,LLC
9111 TVEIT RD 22909 NE Redmond Fall City Rd 1006 Central Rd.
ARLINGTON,WA 98223 Redmond,WA 98053 Everson,WA 98247
425-301-1068 360-815-0693
LIC:JTICOTI955DG EXP:03/31/2021
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Residential Accessory Structure CODE YEAR: 2015
STORIES: 1 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.
Signature Print Name Date Re eased By Date
CONDITIONS
Adhere to approved plans. Call for inspections.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE
PROPERTY ONLY. ANY CO' 'RUCTION ON THE PUBLIC DOMAIN(C' IS,SIDEWALKS,DRIVEWAYS,
MARQUEES,ETC.)WILL REQUIRE SEPARATE PEkMISSION.
PERMIT FEES
Date Description Fee Amount
07/15/2020 Building Permit Fee $100.70
07/15/2020 Building Plan Review Fee $65.46
07/15/2020 Processing/Technology Fee $25.00
07/15/2020 State Building Code Surcharge Fee $6.50
07/15/2020 Credit Card Surcharge $5.93
Total Due: $203.59
Total Payment: $203.59
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
GITY OF ARLINGTON
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
4D PHONE; (360) 403-3551
BUILDING PERMIT
Address:9111 Tveit Rd. Permit#:2668
Parccl#:31051200100500 Valuation:2000.00
OWNER APPLICANT CONTRACTOR
Name:BEACH VERNON Name:Northwest Pipeline Name:1TI Commercial Se- es,LLC
Address:9111 TVEIT RD Address:22909 NE Redmond Fall City Rd Address: 1006 Central RV
City,State Zip:ARLINGTON,WA 98223 City,State Zip:Redmond,WA 98053 City,State Zip:Everso ,WA 98247
Phone: Phone:425-301-1068 Phone:360-815-06�
LIC:ITICOTl95 G EXP:03/31/2021
MECHANICAL CONTRACTOR PLUMBING CONTRA OR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Residential Accessory Structure CODE YEAR: 2015
STORIES: I CONST.TY
DWELLING UNITS: OCC GR P:
BUILDINGS: OCC L AD:
PERMIT APP OVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS/1fB%l0IRCI10,
G CO TRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;
NO PERSON WILL BE EMPLOYED IN VIOLATION OF CO :OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S
COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNEU DING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING URE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTIRC110.SALES TAX NOTICE:Sales tax relating to construction n materials in the City of Arlington must be reported on your sales tax return form
and coded City of Arlington#3101.
Signature Print N ne Date Rcleascd By Da
CONDITIONS
Adh e to approved plans. Call for inspections.
THIS PERMIT AUTHORIZES ONLY TH uORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC pOPo IN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Descri ton Fee Amount
7/31/2019 Buildi g Permit Fee $100.70
7/31/2019 Bui ing Plan Review Fee $65.46
7/31/2019 P ocessing/Technology Fee $25.00
7/31/2019 tate Building Code Surcharge Fee $6.50
Total Due: $197.66
Total Payment: $197.66
Balance Due: $0.00
CALL F INSPECTIONS
BUILDING(360)403-3417
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
I
Raelynn Jones
From: Gustaves, Clay <Clay.Gustaves@Williams.com>
Sent: Wednesday, July 15, 2020 2:01 PM
To: Raelynn Jones
Subject: RE: Northwest Pipeline Equipment Shelter
[NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or
open attachments unless you are sure the content is safe.]
No changes to the plans from 2019.
JL �tiuv�
Senior Land Representative
Williams—Northwest Pipeline
22909 NE Redmond Fall City Rd
Redmond,WA 98053
(425)301-1068 mobile
From: Raelynn Jones<rjones@arlingtonwa.gov>
Sent:Wednesday,July 15, 2020 2:00 PM
To:Gustaves, Clay<Clay.Gustaves@Williams.com>
Subject: [EXTERNAL] RE: Northwest Pipeline Equipment Shelter
Good Afternoon Clay,
Are there any changes to the plans since 2019? Please advise
Sincerely,
Raelynn Jones
Permit Technician
City of Arlington
Community& Economic Development
18204 59th Ave NE
Arlington, WA 98223
Office: 360-403-3436
www.ariingtonwagoov
1
From: Gustaves,Clay<Clay.Gustaves@Williams.com>
Sent:Tuesday,July 14, 2020 1:08 PM
To: Raelynn Jones<riones@arlingtonwa.gov>
Subject: RE: Northwest Pipeline Equipment Shelter
Importance: High
[NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or
open attachments unless you are sure the content Is safe.]
Any updates on anticipated issue date on the building permit Raelynn?We are scheduled to go to construction in a
couple of weeks.
Thanks,
Senior Land Representative
Williams—Northwest Pipeline
22909 NE Redmond Fall City Rd.
Redmond,WA 98053
(425) 301-1068 mobile
From:Gustaves, Clay
Sent:Tuesday,June 30, 2020 2:54 PM
To: 'Raelynn Jones' <riot nes arlingtonwa.gov>
Subject: RE: Northwest Pipeline Equipment Shelter
Thank you very much. I'm sorry that I didn't think the 180 days started until I picked the permit up. My mistake.
From: Raelynn Jones<riones@arlingtonwa.gov>
Sent:Tuesday,June 30, 2020 1:17 PM
To: Gustaves, Clay<Clay.Gustaves@Williams.com>
Subject: [EXTERNAL] RE: Northwest Pipeline Equipment Shelter
Good Afternoon Clay,
Let me look into this for you.The permit that is ready to issue was dated 7/2019 and has exceeded the 180 days for time
limitation. However, I will speak with our Building Official and see if he is able to assist in this situation. I will reach out
once I have had a chance to speak with him.Thank you!
2
Sincerely,
Raelynn Jones
Permit Technician
City of Arlington
Community& Economic Development
18204 59`h Ave NE
Arlington, WA 98223
Office: 360-403-3436
www.arlingtonwa.gov
From:Gustaves, Clay<Clay.Gustaves@WilIiams.com>
Sent: Monday,June 29, 2020 5:27 PM
To: Raelynn Jones<riones@arlingtonwa.gov>
Subject: RE: Northwest Pipeline Equipment Shelter
[NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or
open attachments unless you are sure the content is safe.]
Raelynn,
I hope you and your family are well during these peculiar times.This project was postponed a year and is now scheduled
for August 3 d, 2020. 1 am assuming I still have a permit to pick up at City Hall. Is that a valid assumption?Thanks for
letting me know.
C 91
Senior Land Representative
Williams—Northwest Pipeline
22909 NE Redmond Fall City Rd.
Redmond, WA 98053
(425) 301-1068 mobile
From: Raelynn Jones<riones@adingtonwa.gov>
Sent: Wednesday,July 31, 2019 1:09 PM
To: Gustaves, Clay<Clay.Gustaves@Williams.com>
Subject: [EXTERNAL] RE: Northwest Pipeline Equipment Shelter
3
Hi Clay,
Looks like we've got their application for the business license. I have the permit packet ready for pickup-
pending business license payment for JTI of which I have sent payment information to them.Thank you for your help!
Sincerely,
Raelynn Jones
Permit Technician
City of Arlington
Community& Economic Development
18204 59th Ave NE
Arlington, WA 98223
Office: 360-403-3436
www.arlingtonwa.gov
From:Gustaves, Clay<Clay.Gustaves@Williams.com>
Sent:Wednesday,July 31, 2019 12:06 PM
To: Raelynn Jones<r0ones@arlingtonwa.9ov>
Subject: RE: Northwest Pipeline Equipment Shelter
[NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or
open attachments unless you are sure the content is safe.]
Raelynn,
JTI Commercial Services will be the contractor and I think they have very recently applied for the license.
Thanks,
Clay
From: Raelynn Jones<rjones arlin onwa.gov>
Sent:Tuesday,July 30, 2019 11:37 AM
To:Gustaves, Clay<Clay.Gustaves@Williams.com>
Subject: [EXTERNAL] RE: Northwest Pipeline Equipment Shelter
Good Morning,
4
I am following up in regards to my previous email regarding a business license for Northwest Pipeline. Have you had a
chance to submit the application?We are ready to move forward with issuance of the permit for the equipment shelter,
pending a business license. Please advise.Thank you!
Sincerely,
Raelynn Jones
Permit Technician
City of Arlington
Community& Economic Development
18204 59th Ave NE
Arlington, WA 98223
Office: 360-403-3436
www.arlingtonwa.gov
r
I `
From: Raelynn Jones
Sent:Tuesday,July 16, 2019 9:53 AM
To: clay.gustaves@williams.com
Cc: Kristin Foster<kfoster arlin tonwa.goy>; Launa Peterson<Ieterson@arlingtonwa.gov>
Subject: RE: Northwest Pipeline Equipment Shelter
Also,the City of Arlington requires any contractor working within City limits obtain a business license.The application to
complete is attached or you may follow the link below to apply online. Please email the completed application to
ced@arlingtonwa.gov for processing. Once we receive the application and process we'll email with a link to make the
payment online.
htt :,/Lwww.arlingtonwa.gov/432/Business-License-Applications
Let me know should you have any questions.
Thank you,
Raelynn Jones
Permit Technician 1
18204 59th Ave NE
Arlington, WA 98223
360-403-3436
www.arlingtonwa.gov
5
From: Raelynn Jones
Sent:Tuesday,July 16, 2019 9:49 AM
To: clay.gustaves@williams.com
Cc: Kristin Foster<kfoster@arlin9tonwa.eov>; Launa Peterson <ILe_t_ers_o_n&arli_npton_w_a. ov>
Subject: Northwest Pipeline Equipment Shelter
Good Morning Clay,
We are working on processing the permit application for the equipment shelter at 9111 Tveit Rd. We are needing the
site plan for the project so that we can move forward with the review process.You may email the site plan or bring it to
our office. We are open 8 am to 5 pm M-F and closed from noon to 1pm for lunch.Thank you!
Sincerely,
Raelynn Jones
Permit Technician
City of Arlington
Community& Economic Development
18204 59th Ave NE
Arlington, WA 98223
Office: 360-403-3436
www.arlingtonwa.gov
This email originates outside of Williams. Use caution if this message contains attachments, links or requests for
information.
6
This email originates outside of Willir. .s. Use caution if this message contains atcments, links or requests for
information.
This email originates outside of Williams. Use caution if this message contains attachments, links or requests for
information.
This email originates outside of Williams. Use caution if this message contains attachments, links or requests for
information.
RESIDENTIAL PERMIT APPLICATION
f
Department of Community & Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551
THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE,
ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS
OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST
ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING
VERIFICATION MAY BE SUBMITTED PRIOR.
Project Address:
9111 Tveit RD, Arlington, WA 98223 Plat: NA
�j Single-family ❑ Duplex ❑ Townhouse ❑ Addition ie: Accessory structure
Proposed Area: 1" Floor: 2Id Floor: Garage: Shelter Total SF: 280
Describe Proposal (include cross street):
Replace existing 20ft x 14ft detached equipment shelter/canopy with new.
Valuation: $2000.00
Owner: Northwest Pipeline LLC
Address:
22909 NE Redmond Fall City Road City: Redmond State: WA Zip Code:98053
_ _ _
Phone: 425-301-1068 Email: Clay.Gustaves@Williams.com
Applicant:Clay Gustaves
Address:
22909 NE Redmond Fall City Road City: Redmond State: WA Zip Code:98053
Phone:
425-301-1068 Email:Clay.Gustaves@Williams.com
Contractor: Northwest Pipeline LLC
Address:
22909 NE Redmond Fall City Road_City:Redmond State:WA Zip Code:98053
Phone:
425-301-1068 Email: Clay.Gustaves@Williams.com
Contact Person:Clay Gustaves License Number:603 325 992 Expiration: 8/31/2019
Received
JUL 116 2019
6/16LP Page 1 of 3
'Y RESIDENTIAL PERMIT APPLICATION
' Department of Community & Economic Development
'Y
O' City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551
tr, G'1
Plumbing Section (continue filling out if plumbing is involved)
(Check all that apply and indicate the number of fixtures proposed)
❑ Bath/Shower Combo (4.0) x ❑ Sink (1.5) x
❑ Shower (2.0) x ❑ Lavatory (1.0) x
❑ Clothes Washer (4.0) x ❑ Water Closet (2.5) x
❑ Dishwasher (1.5) x ❑ Water Heater x
❑ Hose Bibb (2.5) x Water Heater Model #
❑ Other (list) x
Plumbing Section Continued
Proposed Water Piping Size: Proposed DWV Material:
Proposed Piping Material: Proposed DWV Size:
• All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019
• All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV)
6/16LP Page 2 of 3
RESIDENTIAL PERMIT APPLICATION
Department of Community & Economic Development
y�+ O City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551
Mechanical Section (continue filling out if mechanical equipment is involved)
Select proposed appliances:
❑ Furnace (80+) Model# AFUE
❑ Heat Pump Model # SEER HSPE
❑ AC Unit Model # SEER
❑I Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping
❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System
❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank
❑ Freestanding Stove ❑ Gas Piping ❑ Other
Gas Piping Information
Not Applicable: P�
Pipe Material: Pipe Size: Total BTU's of all Appliances:
Distance from Meter to Furthest Appliance:
• New gas piping requires a pressure test to hooking to any appliance
• Sediment traps (drips) are required on all gas lines
• Gas lines are required to be supported/secured every 6 to 8 feet
• Proper combustion air and venting required for all appliances
• A shut-off is required within 6 feet of all appliances
��ln.J�ccat�,r�etL
Applicant Signature: M Date: 07/12/2019
Print Applicants Name; Clay Gustaves
6/16LP
Upload File
Date File Uploaded B
7/16/2019 9:42:38 AM 11668 ARpiication.pdf Jones, Raelynn k
•
Permit Information
Date 7/16/2019
Permit Number 2668
Project Name Northwest Pipeline Equipment Shelter
Applicant Name Northwest Pipeline
Applicant Address 22909 NE Redmond Fall City Rd
City,State,Zip Redmond,WA 98053
Contact Clay Gustaves
Phone 425-301-1068
Email clay.gustaves@williams.com
Permit Type Residential Accessory Structure
Site Address 9111 Tveit Rd.
Valuation MOM
Status Applied
Permit Issued
Permit Expires
Square Feet 280
Type of Construction/Occupancy Load Accessory Structure
Number of Stories 1
Proposed Use Replace existing 20'x14'detached equipment shelter/canopy with a new one
MIC/Opportunity Zone
Assigned To Raelynn Jones
Property
Parcel Address Legal Owner Owner Phone Zoning
31051200100500 9111 TVEIT RD I IBEACH VERNON 111 Single Family Residence-Detached
Review
Date Type Description Tar et Date Completed Date Assi ned To Status
/16/2019 Residential Accessory Structure Puildin In Review
/16/2019 Residential Accessory Structure /23i2019 Oosh Grandlienard In Review
Fees
Fee Description Notes Amount
Building Permit Fee 322.10.00.00 $100.70
Building Plan Review Fee 345.83.00.00 $65.46
Processing/Technology Fee 341.43.00,02 $25.00
State Building Code Surchar e Fee 386.00.01.00 $6.5U
Total $197.66
Notes
Date Note
7/16/2019 Emailed for site plan
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j BEACH. VERNON ' •
PARCEL #: 31051200100400 55, r 1took
dla—
�� RP7arH VFRNON^•
i r
20 1 PARCEL #: 31051200100500 `
(STING EASEMENT WORK'AREA:
8.9.72 S.F- 0 261 ac
PORARY EXTRA WORK AREA: ,
1'5 S.F. 0.321 ac.
P. CP
a� NORTHWEST PIPELINE CORP y
PARCEL # 31051200100700
EXISTING EASEMENT WORK AREA: 92W W
2,551,279 S.F. 0 058 ac
NORTHWEST PIPELINE CORP
PARCEL #: 31 n51200100800
EXISTING EASEMENT WORK AREA:
"CASCADE NATURAL GAS CORP = 1,495.19 S.F 0.034 ac_
PARCEL #: 105 1200 100 ARIL INGI N_'WA, INGTON
METER STATION
1 40
4
LEGEND }
Pipeline Centerline '" M• r^ r^ � �, -
Permanent Right—of—Way ♦ e i =
Access Road
Property Line '
Temporary Extra Work Area '
I z
NOTE: s Q 3-5_ 1
New Permanent Work Area BECAUSE THIS EXHIBIT IS NOT BASED ON A
PROPERTY SURVEY, THE ACTUAL RIGHT—OF—WA r ,,
Existing Easement Work Area AND WORKSPACE AREAS MAY VARY SLIGHTLY
i i, FROM WHAT IS SHOWN. 1
NORTHWEST PIPELINE, LLC
I 1 r• ••1 71 1• •rARLINGTON
LOCATION MAP F
-
FP
,
. .
�' 1• .• 1 1 1 1 1 1 I I
O
1 + 1 1 11 1
`IAC
Willamette Engineering, Inc.
PO Box 9032, Salem, Or 97305 Ph (503) 304-0905 Fax (503) 304-9512
STRUCTURAL CALCULATIONS
FOR
STEEL SHELTER AND ANCHORAGE
WILLIAMS NW PIPELINE
EQUIPMENT SHELTER
LOCATED AT
21403 92ND AVE NE
ARLINGTON, WA 98223
THESE SHEETS ARE VOID IF SEAL IS NOT RED
t.� PHo
��aF WA `"9y
�z o
�r
NAL
upAas APRL
& SIGNATURE IS NOT ORIGINAL
14 PAGES NOT COUNTING COVER SHEET
""LIMITATIONS""
NO RESPONSIBILITY AND/OR LIABILITY IS ASSUMED BY,
OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS
BEYOND THAT SHOWN ON THESE SHEETS.
JOB NO. 2019-44
MAY 21,2019
PREPARED BY
GERALD P. HORNER,PE
Received
JUL 16 2019
YLa --,7ULp9
WILLIAMS NW PIPELINE iELTER f
21403 92ND AVE NE PC,
ARLINGTON,WA 98223 J
ASCE 7-10
WIND DESIGN FOR MAIN FORCE RESISTING SYSTEM _
120 MPH ULTIMATE WIND SPEED PER OSSC FIGURE 1609A ^
CONVERTED TO ASD DESIGN PER OSSC
TABLE 1609.3.1
ROOF- 15 DEGREES -BASIC WIND SPEED- 120 MPH
EXPOSURE- "C" R 1 5 v r A�l! /. u _ i
BUILDING FEATURES `. •� ' "`uV -
HEIGHT 10. 1
LENGTH 20'
WIDTH l4'
ZONE LOAD CASE PS 30 PSF ASD-PSF I "C" PNET-PSF
A 2 28.7 22.2425 1.00 1.41 31.36,
B 2 -9.5 -7.3625 1.00 1.41 -10.38
C 2 19.1 14.8025 1.00 1.41 20.87
D 2 -5.4 -4.185 1.00 1.41 -5.901
E 2 -27.4 -21.235 1.00 1.41 -29.94
F 2 -17.9 -13.8725 1.00 1.41 -19.56.
G 2 -19.1 -14,8025 1.00 1.41 -20.87
H 2 -13.7 -10.6175 1.00 1.41 -14.97
OVERHANG E 2 38.41 29.761 1.00 1.41 41.96
OVERHANG G 2 -30.1 -23.3275 1.00 1.41 -32.89
ZONE 5; "a" DIMENSIONS
LONG DIMENSION
HORIZONTAL 0.1%20') +2'
HEIGHT 0.4{10')= 4 r
USE 3'
SHORT DIMENSION
-HORIZONTAL 0.1014')= 1.4'
HEIGHT 0.4(10')= 4' - --- `_
USE � Y_
DESIGN CRITERIA
SEISMIC-SIDS =0.7-1
SOIL- 1,500 PSF,Ca=0.36
SNOW- PSF
25 GROUND, t-,,
ROOF DEAD LOAD-6 PSF
WALL DEAD INTERIOR-6 PSF _
WALL DEAD EXTERIOR-6 PSF
T . .
STRUCTURAL FORMULAS
D+ F IBC 16-8
D+H + F+L +T IBC16-9
D+H + F+(L6rSorR) I13C16-10 _
D+H +F+0.75'(L+T)+0.75'(LorSorR) IBC16-11
D+H+F+0.75 Lwor0.7E) IBC16-12
D+H + F+0.75(W or 0.7E)+0.75L+0.75(L or S or R) IBC 16-13 _
0.61D+W+H IBC16-14
0.6D+0,7E+H IBC 16-14
WILLAMETTE ENGINEERING, INC. PROJECT WILLIAMS NW PIPELINEJ❑B N❑ 2019-44
SALEM, OREGON SHELTER STRUCTURAL CALCS _ DATE 05-07-19
PHA 503-304-0905, FAX, 503-304-9512 BY JERRY HORNER PAGE OF
VV;Il�ams NVIJ Pipel+ne 21403 92nd Ave NE Arlington v'vH
Date and Ttme 4,/2.8i2019 8 31 12 PM
MCE Parameters - Conterminous 48 States
Zip Code 98223 Central Latitude = 48 207031
Central Longitude = 121 953365
MCE MAP VALUES
Short Period Map Value - Ss = 110.11% g
1.0 sec Period Map Value - S 1 = 30.9,�;, g
RESIDENTIAL DESIGN INFORMATION
Short Period Map Value - Ss = 110 11/6 g
Soil Factor for Site Class D - Fa = 1 06 -
Residential Site Value = 2i3 x Fa x Ss 277 8% g 1
Residential Seismic De<,gn ,we-we y
I �
WILLAMETTE ENGINEERING, INC. PROJECT WILLIAMS NW PIPELINEJOB NO 2019_44
SALEM, OREGON SHELTER STRUCTURAL CALCS DATE 05-07-19
PHa 503-304-0905, FAX, 503-304-9512 BY JERRY HORNER PAGE O F
_u 4• D- 4'-0' r
(Typ
(T1P 1J
:xi
GtJ/Nth ��2- FltffN� •.��a,•: � ___-_ _
63, '26 4)CZo •8 7,,PfA = L-6 60
87
0 �p
�j
3H T AND LEFT SIDE ELEVATION
6W 2_ 0 PSG 5(0 E MULL/a N 7,S�T,4LL
a P UDR 20 ROCF) PANE �J s Z a, �7
PA'TERN AT ROCF qh0 SIL1tj
Ak
�'/F�.r�'-_ ..1. •��� y.l4 OF 0i2 A TEK SCREWS J Sr �f 6 Z V CJ 1 Yt
ONE SIDE ONLY TTYP.) l a
'--PEAK -. . ./ •'�/� R /�[
3"X.-I]'X A.RISG fLBF -7EE
f L
���� f` �(/V/ ��VX3'C1�GA TUBE q •� ' r
{J RA: R
I ,--2"x3'af;(; 0A 'OBE — C� 7" q
5HOEOPEN 26CR A MET AI
le LV l/�•ej U /J- l € 3 IZONTAL 1 P��
2"X3"XOp72" STEEL S` 'I 1' I �,(,-r ' 6G F M 4 h bc-lz v
i` TUBE SIDE POST(Am)) J J y� �I}// '! T\W�� {, p� _N{.-�'.'.
TUBE BOTH OST(A �+ [ /, (� IS
Tp
fi-OLE> La/ND 3/3 `OAKc- I P5F
CONCRETE MUNDAfION
SLAB DESIGN BY OTHERS 7 Z
(6•THK MIN i - Mi � tC �Z1 DS r—)
FRONT ELEVATION �
F0 = 56 R 5
33� 5eo PS-1
WILLAMETTE ENGINEERING, INC. PROJECT WILLIAMS NW PIPELINEJOB NO 2019-44
SALEM, OREGON SHELTER STRUCTURAL CALCS DATE 05-07-19
PH, 503-304-0905, FAX, 503-304-9512 BY JERRY HURNER PAGE OF may_
Y z S79
! = 3 ` C `/.s�C 34 3(a Ps�� f 3.�`��rs`)C�.g�PSF� `--)sz LB
L 6 U 5& 66 O Zo' o F 7!o Gfl Sfl �f?"I-1 cYG
'?S2 L0106 `= 3 �9 RL F
Sl-IEAT/� �A OpA& If Y� Z 1& PL > 3 � PLF e K
d Ill L1 5 F D f2- (3 vE►—� t,/C�
9 Psq 0 07')�� � = 13 a r �s u PL 1 F r
L a N a, wr FRS Mj5-
8 - 1602 -cps r2
S 1 3'.5 k 51:
d pc\.A
www.hiltims Profis Anchor 2.6.3
Company: Willamette Engineering,Inc. Page: 1
Specifier: Gerald Horner Project: Williams NW Pipeline
Address: PO Box 9032 Sub-Project I Pos.No.: One 1/2"Anchor
Phone I Fax: 503-304-0905 1 503-304-9512 Date: 5/8/2019
E-Mail: jer.willengr@juno.com
Specifier's comments:Piping Shelter Concrete Connection,21403 92nd Ave NE,Arlingon,WA
1 Input data 44;".—
Anchor type and diameter: KWIK HUS-EZ(KH-FZ)1/2(3) 4�
L i
Effective embedment depth: hef=2.160 in.,hnum=3.000 in.
Material: Carbon Steel
Evaluation Service Report: ESR-3027
Issued I Valid: 12/1/2015 1 12/1/2017
Proof: Design method ACI 318/AC193
Stand-off installation: eb=0.000 in.(no stand-off);t=0.250 in.
Anchor plate: Ix x ly x t=4.000 in x 8.000 in.x 0.250 in.;(Recommended plate thickness:not calculated
Profile: Rectangular plates and bars(AISC);(L x W x T)=0.250 in.x 0.188 in.x 0.000 in.
Base material: cracked concrete,3000,f�=3000 psi;h=6.000 in.
Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present
edge reinforcement:none or<No.4 bar
Seismic loads(cat.C,D,E,or F) no
Geometry[in.]&Loading[Ib,in.lb]
Z
�1
�o
T. . Y
Z 5
F ` \
0.25
Ir- CO
GO Q�w
X
Input data and results must be checked for agreement with the existing condilions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilli AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
www.hilti.us Profis Anchor 2.6.3
Company: Willamette Engineering, Inc. Page: 2
Specifier: Gerald Horner Project: Williams NW Pipeline
Address: PO Box 9032 Sub-Project I Pos No. One 1/2"Anchor
Phone I Fax: 503-304-0905 1 503-304-9512 Date: 5/8/2019
E-Mail: jer.willengr@juno.com
2 Load case/Resulting anchor forces y
Load case:Design loads
Anchor reactions fib]
Tension force:(+Tension,-Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 1549 320 313 68
max.concrete compressive strain: N1
max concrete compressive stress: -[psi] Te o
x
resulting tension force in(x/y)=(0.000/0.000): 1549[lb]
resulting compression force in(x/y)=(0.000/0.000):0[lb]
3 Tension load
Load N a[lb] Capacity+N„[lb] Utilization N„s/^ Status
Steel Strength' 1549 11778 14 UK
Pullout Strength' N/A N/A N/A N/A
Concrete Breakout Strength— 1549 1921 81 OK
"anchor having the highest loading —anchor group(anchors in tension)
3.1 Steel Strength
Nsa =ESR value refer to[CC-ES ESR-3027
4t Nsa z Nua ACI 318-08 Eq.(D-1)
Variables
Ase,N(in.2] fuwa[psi]_
0.16 112540
Calculations
Nsa[lb]
18120
Results
Nsa[lb] steel N„fib) Nua fib]
18120 0.650 11778 1549
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilli AG,Schaan
www.hilti.us Profis Anchor 2.6.3
Company: Willamette Engineering, Inc. Page: 3
Specifier: Gerald Horner Project: Williams NW Pipeline
Address: PO Box 9032 Sub-Project I Pos.No.. One 1/2"Anchor
Phone I Fax: 503-304-0905 1 503-304-9512 Date: 5/8/2019
E-Mail: jer.willengr@juno.com
3.2 Concrete Breakout Strength
N =(A°") - -
cb ANci) lVed,N IVc,N lVcp,N Nb ACI 31808 E q•(D4)
Nce>N18 ACI 318-08 Eq.(D-1)
AN, see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b)
ANco =9 hef ACI 318-08 Eq_(D-6)
,V 1
ec,N = i +2 eN 5 1.0 ACI 318-08 Eq.(D-9)
3'h,,
IVed,N =0.7+0.3(C 5h)5 1.0 ACI 318-08 Eq (D-11)
el
tVcp,N =MAX(c°""' 1'5hB1)5 1_0 ACI 318-08 Eq.(D-13)
C= ' cec
Nb =k.X 4f.-hafs ACI 318-08 Eq.(D-7)
Variables
hef[in.] ec1,14[in.] ec2,N[in] c.,min[in.] IVc,N
2.160 .00 0.000 7.000 1,000
ca.[in.] kc X f.[psi]
3.750 17 1 3 0
Calculations
ANc(in•21 ANco[In_21 IV cl,N %Vec2,N WV d.N 1V ,N Nb[lb]
41.99 4199 1.000 1.000 1.000 00 2956
Results
Ncb[lb] wconcrete NM(lb] Nua 11b]
2956 0.650 1921 1549
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
L , J �J\
I -a Milli
www.hilti.us Profis Anchor 2.6.3
Company: Willamette Engineering, Inc. Page: 4
Specifier: Gerald Horner Project: Williams NW Pipeline
Address: PO Box 9032 Sub-Project I Pos,No.: One 1/2"Anchor
Phone I Fax: 503-304-0905 1 503-304-9512 Date: 5/8/2019
E-Mail: jer willengr@juno.com
4 Shear load
Load V,,,[lb] Capacity+V„[Ib] Utilization V_/+Vn Status
Steel Strength' 320 5547 6 OK
Steel failure(with lever arm)" N/A N/A N/A N/A
Pryout Strength— 320 2069 16 OK
Concrete edge failure in direction x+"" 320 2670 12 OK
"anchor having the highest loading '"anchor group(relevant anchors)
4.1 Steel Strength
Vsa =ESR value refer to ICC-ES ESR-3027
0 Vsleel Z Vua ACI 318-08 Eq.(D-2)
Variables
Ase,v[in.2] futa[psi]
0.16 112540
Calculations
Vs.[lb]
9245
Results
Vsa[lb] 0slee1 Vs.[lb] Vua[lb]
9245 0.600 5547 320
4.2 Pryolut Strength
Vcp —^cp[(ANccO)4led,N Wc,N wcp.N Nib ACI 318-08 Eq.(D-30)
Vcp a Vua ACI 318-08 Eq.(D-2)
AN. see ACI 318-08,Part D.5.2.1,Fig,RD.5.2.1(b)
AN.0 =9 hef ACI 318-08 Eq.(D-6)
1
,sec N = I +2 eN 5 1.0 ACI 318-08 Eq.(D-9)
3 In
iVed,N=0.7+0.3 (1 5h f/51.0 ACI 318-08 Eq.(D-11)
tycp,N =MAX(o., 1.5h.)5 1.0 ACI 318-08 Eq.(D-13)
Cac ' Cnc
Nb =kc x 4-c hBi5 ACI 318-08 Eq.(D-7)
Variables
14P hef[in.] ec1.N[in.] ea.N[in.] c,.a,.,[in.]
1 2.160 0,000 0.000 7.000
lVc.N cac[in.] kc X fc[psi]
1.000 3.750 17 1 3000
Calculations
ANc[in•2] ANO[irl 1et1,N g1eo2,N %INad.N ,Itap.N Nb[lb]
1. 9 41.99 i. 1,000 1. 00 1000 2956
Results
Vcp(lb] 0concrete +V,p(lb] Vua[1b]
2956 0.700 2069 320
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
www.hilti.us Profis Anchor 2.6.3
Company: Willamette Engineering,Inc. Page: 5
Specifier: Gerald Horner Project: Williams NW Pipeline
Address: PO Box 9032 Sub-Project I Pos No.: One 1/2"Anchor
Phone I Fax: 503-304-0905 1 503-304-9512 Date: 5/8/2019
E-Mail: jer.willengr@juno.com
4.3 Concrete edge failure in direction x+
_(A„`
V`b — \A,/uo IVed,V tVc,V kVh,V 4/parallel,V Vb ACI 318-08 Eq.(D-21)
$1 Vcb>Vua ACI 318-08 Eq.(D-2)
Avc see ACI 318-08,Part D.6.2.1,Fig,RD.6.2.1(b)
Avco =4.5 e1 ACI 318-08 Eq.(D-23)
,Vec,V = ( 11 e 5 1 0 ACI 318-08 Eq.(D-26)
3c„
Yed,V =0.7+0.3(1 52 )5 1.0 ACI 318-08 Eq.(D-28)
kVh V = 1 hc"a 1 0 ACI 318 08 Eq.(D-29)
a
02
Vb =(7(da) �) C.
ACI 318-08 Eq.(D-24)
Variables
cal[in.] cat[in.] e&[in-] k .v ha[in.]
7.000 7.000 0.000 1.uuu 6.000
le[in.] X da[in.] f.[psi] 1vpara11e1,V
2-160 1.000 0 500
Calculations
Av.[in?] Avco[in.zl 00 tva4v wb.V Vb[lb]
105.00 220.50 1 000 0.900 1.323 6728
Results
Vcb[lb] concrete Vcb[lb] Vue[lb]
3814 0.700 2670 320
5 Combined tension and shear loads
Llf, 11v ` Utilization[;Nv[%] Status
0 806 0 155 5/3 75 OK
pNV=Pil+PV<=1
6 Warnings
• Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be
sufficiently stiff, in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the
existing conditions and for plausibility!
• Condition A applies when supplementary reinforcement is used.The 0 factor is increased for non-steel Design Strengths except Pullout Strength
and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength,Refer to
your local standard.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard!
Fastening meets the design criteria!
Input data and results must be checked for agreement with the existing conditions and for plausibility! T
PROFIS Anchor(c)2003-2009 Hild AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
r
C e, (D ok I
www.hilti.us Profis Anchor 2.6.3
Company: Willamette Engineering,Inc. Page: 6
Specifier: Gerald Horner Project: Williams NW Pipeline
Address: PO Box 9032 Sub-Project I Pos.No One 1/2"Anchor
Phone I Fax: 503-304-0905 1 503-304-9512 Date: 5/8/2019
E-Mail: jer.willengr@juno.com
7 Installation data
Anchor plate,steel:- Anchor type and diameter:KWIK HUS-EZ(KH-EZ)1/2(3)
Profile:Rectangular plates and bars(AISC);0.250 x 0.188 x 0.000 in. Installation torque:540.001 in.lb
Hole diameter in the fixture:df=0.625 in. Hole diameter in the base material:0.500 in.
Plate thickness(input):0.250 in. Hole depth in the base material:3.375 in.
Recommended plate thickness:not calculated Minimum thickness of the base material:4.750 in.
Drilling method:Hammer drilled
Cleaning:Manual cleaning of the drilled hole according to instructions for use is required.
7.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer Manual blow-out pump Torque wrench
• Properly sized drill bit
Y
2.000 2.000
0 0
0. o
v v
X
0 0
0 0
0 0
v v
2.000 2.000
Coordinates Anchor in.
Anchor X y c_„ c.„ c_„ c,y
1 0.000 0.000 12.000 7-000 7. 1 .000
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
pilot
ICC EVALUATION
Ak�� SERVICE Most Widely Acceptedanci.TrUStCd
ICC-ES Evaluation Report ESR-3294
Reissued February 1, 2014
This report is subject to renewal April 1, 2016,
www.icc-es.org 1 (800) 423-6587 J (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 05 00 00—METALS 3.2 Standard Drill Screws:
Section:05 05 23--Metal Fastenings 3.2.1 EDC450 (Type 1): The EDC450 screw has coarse
threads and an indented high hex washer head with an
DIVISION: 06 00 00—WOOD, PLASTICS AND undercut. This screw complies with the thread design,
COMPOSITES material specifications and performance requirements of
Section:06 05 23--Wood, Plastics and Composite ASTM C1513.
Fastenings 3.2.2 EDB446, EDB486, EDB541, EDB571 (Type 2):
REPORT HOLDER: These screws have coarse threads and an indented high
hex washer head. These screws comply with ASTM
ELCO CONSTRUCTION PRODUCTS/ C1513.
an INFASTECH COMPANY 3.2.3 EDC745 (Type 3): The EDC745 screw has coarse
1302 KERR DRIVE threads and an indented hex washer head. This screw
DECORAH,IOWA 52101 complies with ASTM C1513.
(800)435-7213 3.2.4 EDB741, EDB761, EDB782, ED13801, EDB821,
www.alcoconstruction.com EDB830, EDB840, EDB845 (Type 4) and EDA790 (Type
infoElco rifastech.corn 4A): These screws have coarse threads and an indented
hex washer head.The screws comply with ASTM C1513.
EVALUATION SUBJECT: 3.2.5 EDC930 (Type 5): The EDC930 screw has coarse
threads and an indented hex washer head which is smaller
ELCO CASE-HARDENED SELF-DRILLING TAPPING than that required by ASME 818.6.4. The screw complies
SCREWS with the thread design, material specifications and
performance requirements of ASTM C1513.
1.0 EVALUATION SCOPE 3.2.6 EDB936, EDB946, EDB956, EDB961, EDB971,
Compliance with the following codes: EDB976, EDB981, EDB983 (Type 6): These screws have
t 2012,2009 and 2006 International Building Code(IBC) coarse threads and an indented hex washer head. These
e screws comply with ASTM C1513.
a 2012 and 2009 International Residential Code (IRC) 3.3 Drill Screws with Extended Drilling Capacity:
Property evaluated: 3.3.1 EDC801, EDC816 (Type 7): These screws have
Structural fine threads and an indented hex washer head. The
2.0 USES spacing of the lead threads is greater than the spacing of
the remainder of the threads. These screws comply with
Elco case-hardened self-drilling tapping screws are used to ASTM C1513.
connect cold-formed steel members together, to connect 3.3.2 ECC720, ECC740, ECC750 (Type 8): These
cold-formed steel to hot-rolled steel plates and to connect screws have fine threads and an indented hex washer
wood structural panel sheathing to cold-formed steel. The head. The threads nearest the drilling point are slightly
screws are used to resist shear and tension loads in deformed and the manufacturer describes the thread
engineered connections and are used in connections design as Round Body Taptite,These screws comply with
prescribed by the code for steel-to-steel and wood-to-steel the material specifications and performance requirements
connections. of ASTM C1513.
3.0 DESCRIPTION 3.4 Architectural Roof Clip Fasteners [ED0450,
3.1 General: ED0460,ED0470(Type 9)]:
The Elco screws are self-drilling tapping screws formed The fasteners are coarse thread screws with pancake-style
from carbon steel wire conforming to ASTM F2282, Grade heads.These screws comply with ASTM C1513.
1018 - 1022, and case-hardened to 50 to 56 HRC. The 3.5 Drilite Drill Screws:
screws are coated with a pryrielary corrosion-resistant 3.5.1 EDT602 (Type 10): The EDT602 screw has fine
coating identified as Stalgard . Table 1 provides screw threads and a Phillips wafer head. Between the threads
descriptions including type, size, threads per inch (tpi), and the drill point, the screw has a portion of smooth shank
nominal diameter, head style, head diameter, point type, with two projecting wings. The EDT602 screw complies
length, drilling capacity, length of load bearing area, and with the thread design, material specifications and
coating Information. performance requirements of ASTM C1513.
WC-F_S Evaluation Reports ar a not to he c•onsuved as rep,eseuring aesthetics of ant-other attributes nor specifically addressed,nor are then to be construed MM
as an rndorsernene of the.ruhirce of-the reporr err a recommendation f lr irs use [here is no warranty,Ay ICC Evahmtion Service LI C_express or implied,as (�.f r�'}•7i��
to ane finding or other mnt(er in fhis report of ay ro anyprnduct envered hp the-pni ,wry
Copyright*2014 Page 1 of B
ESR-3294 I Most Widely Accepted and Trusted `-;-y J ` � � r Page'!)_ d# I y
TABLE 2-ELCO SELF-DRILLING SCREWS SHEAR AND TENSION FASTENER STRENGTH(Ibf)
DESIGNATION NOMINAL STRENGTH ALLOWABLE STRENGTH(ASD) DESIGN STRENGTH (LRFD)
Shear:P. Tension:P, I Shear:P./o I ension:Pd l Shear:(OP. Tension:(PP,
STANDARD DRILL SCREWS
#10-16 1679 2670 560 890 840 1335
#12-14 2032 3211 667 1070 1016 1606
tl4-14 2559 5021 853 1674 1280 2511
EXTENDED DRILLING CAPACITY SCREWS
#12-24 2283 4034 1 761 1 1345 1142 2017
ARCHITECTURAL ROOF CLIP FASTENERS
#10-16 1560 2326 520 775 780 1163
For SI:1 inch=25.4 mm, 1 Ibf=4.4 N.
TABLE 3A-ALLOWABLE(ASD)SHEAR(BEARING)CAPACITY OF SCREW CONNECTIONS'a'',Ibf
THICKNESS THICKNESS OF STEEL NOT IN CONTACT WITH SCREW HEAD(in.)
�N(0MINAL OF STEEL IN
DESIGNATION DIAMETER, CONTACT
(In) WITH 0.030 0.036 0.048 0.060 0.075 0.090 0.125 0.188 0.250 0.375
SCREW ---
HEAD
STANDARD DRILL SCREWS
0.030 143 193 231 231 231 231 231
0.036 143 188 277 277 277 277 277 - -
#10-16 0,190 0.048 143 188 289 369 369 369 369 _
0.060 143 188 289 404 462 462 - -
0.075 143 188 289 404 564 577
0.090 143 188 289 404 564 693
0.030 150 205 255 255 255 255 255 255 -
0.036 150 197 304 306 306 306 306 -
0.048 150 197 04 408 408 408 408
#12-14 0.216 0.060 150 197 304 424 510 510 510 - -
0.075 150 197 304 424 593 638 638 - -
0.090 150 197 304 424 593 765 765 - -
0.125 150 197 304 424 593 765 - -
0.030 160 222 292 292 292 292 292 292
0.036 160 211 325 350 350 350 350
0.048 160 211 325 454 467 467 467
V.-14 0.250 0.060 160 211 325 454 583 583 583 - -
0.075 160 211 325 454 634 729 729 -
0.090 160 211 325 454 634 833 875
0. 225 160 211 325 454 634 833
EXTENDED DRILLING CAPACITY SCREWS
0,036 404 370 400
#12-24 0.216 0.060 829 630 677
0.090 588 E[E643 667
ARCHITECTURAL ROOF CLIP FASTENERS
0.030 232 286 350 335
#10-16 0,'190
0.036 343 423 484 472
For SI: 1 inch=25.4 mm, 1 Ibf=4.4 N. 1 ksi=6.89 MPa.
"'See notes following cable 3&
Premier Steel StrLlCtUres F3 E3
Roof and Wall Panel
I
EXPOSEDO•
COMMERCIAL FASTENERS 36" COVERAGE :12 OPEN FRAMING
PANEL DESCRIPTION
— Applications: industrial, Commercial, and Agricultural
— Limited 40-year warranty paint
Finishes 26 ga: 10 standard SMP Colors and Gaivalume®R,
Finishes 24 ga: 10 standard PVDF colors
Corrosion Protection on Substrate:
-AZ-SO (ASTM A792) for painted Gaivalume(Rj
-AZ-55 (ASTM A792) for unpainted, acrylic coated, GaivalumeL
G-60 (ASTM A653) for painted Galvanized
- G-90 (A5TNI A653) for PVDF painter! 24 gauge
Sheet lengths: 1` to 50'-0" in one inch increments
Polycarbonate and fiberglass light panels available in PBR profile
- For color availability, cool roof specs, and other panel info,
please see our website: www.metallionindfistries.com
ILL. TESTING DATA
U - UL 2218 Impact Resistance
UL 790, 263 Fire Resistance
UL 580 Uplift Resistance
PSR Allowable Loads(—Ssft-'] per soana -
�_. Boa Lead '/oe 2 5 3' 33 4
LL'ind;aad'.,Upluc) � 2S? 164 !'�4 33 64 50 30 33 '3 �4
Live Load Deflection 295 166 107 78 57 42 33 26 21 18 15
bVind Load(Uplift) — jO 132 94 69 » 42 34 29 1 20 r'
oub1
Live Load Deflection 575 363 134 99 76 60 48 37 30 24 20
Wind Load(Uplift) 233 150 �15 36 66 53 13 36 30 25 22
Live Load Deflection 448 Z85_ 146 108 84 67 53 42 34 28 23
26 gauge has 0184"min Substrate Thickness,80 KS'i Tensile,and'Neighs about 9 Us Per Sq,Ft
Ga an ),Dad Tgpe 21 2 5' 3' 3 5' 4 4.5' 5' 5.1 h 5.5'
Wind Load(Uplift) 234 196 135 98 75 60 48 39 34 27 24
Live Load Deflection 285 183 125 91 70 56 45 37 31 26 22
Dc bl_ 'Find Load(Uplift) 268 178 130 96 74 59 48 39 33 29 24
Live Load Deflection 274 1 180 125 92 71 57 46 38 31 27 23
bNind Load(Uplift) 321 213 49 85 58 51 46 38 1 32 23
pe
Live Load Deflection 334 222 155 115 89 71 57 47 40 34 29
24 gauge has 0236' min Subst-ace Thickness,50'KSI Tensile(UL) Panei Width:36",AS T NA A653
1 Dei!ecdea !cads are based on a:naaimum deflection ration of Li180 of span 2 '_Pads are averages hom similar pracwczs with design ioads meeting AI51 specifications
Home Elspafiol Contact
Search L&ISEARCH
Lab or & Industries Safety&Health
o Claims&Insurance 19 Workplace • 19
Washington State Department of
Labor & Industries
J T I COMMERCIAL SERVICES LLC
Owner or tradesperson 1006 CENTRAL RD
Principals EVERSON,WA 98247
HUIZENGA,TED ALLEN,PARTNER/MEMBER 360-398-2670
Doing business as WHATCOM County
J T I COMMERCIAL SERVICES LLC
WA UBI No. Business type
602 392"0 Limited Liability Company
Certifications & Endorsements
License
Verify the contractor's active registration/license/certification(depending on trade)and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
JTICOT1955DG
Effective—expiration
03107/2005—03/31/2021
Bond
CBIC $12,000.00
Bond account no.
SF2797
Received by L&I Effective date
02/13/2009 02/12/2009
Expiration date
Until Canceled
Insurance
Western National Assur Co $1,000,000.00
Policy no.
CPP1067215 03
Received by L&I Effective date
12/04/2018 12/15/2015
Expiration date
12/15/2019
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&1 Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts Help us improve
may be recorded by other agencies.
{ � �•
I
I
�:
License Violations r—`
No license violations during the previous 6 yt jeriod.
Workers' comp
Public Works Requirements
Workplace safety and health
I
RESIDENTIAL PERMIT APPLICATION
Department of Community & Economic Development
� jNG,Cp City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551
THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE,
ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BYTWO(2) SETS
OF CONSTRUCTION DRAWINGS AND TWO(2) SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST
ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING
VERIFICATION MAY BE SUBMITTED PRIOR.
Project Address:
9111 Tveit RD, Arlington, WA 98223 Plat: NA
❑ Single-family ❑ Duplex ❑ Townhouse ❑ Addition W Accessory structure
Proposed Area: 1"' Floor: 2"� Floor: Garage: Shelter Total SF: 280
Describe Proposal (include cross street):
Replace existing 20ft x 14ft detached equipment shelter/canopy with new.
Valuation: $2000.00
Owner: Northwest Pipeline LLC
22909 NE Redmond Fall City Road Redmond WA 98053
Address: City: State: Zip Code:
Phone: 425-301-1068 Email: Clay.Gustaves@Wiilliams.com
Applicant: Clay Gustaves
22909 NE Redmond Fall City Road Redmond WA 98053
Address: City: State: Zip Code:
Phone:
425-301-1068 Email: Clay.Gustaves@Wlliams.com
Contractor: Northwest Pipeline LLC
22909 NE Redmond Fall City Road Redmond WA 98053
Address: City: State: Zip Code:
Phone:
425-301-1068 Email: Clay.Gustaves@Wlliams.com
Contact Person: Clay Gustaves License Number:603 325 992 Expiration: 8/31/2019
6'16LP Page 1 of 3
RESIDENTIAL PERMIT APPLICATION
' Department of Community & Economic Development
City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551
Plumbing Section (continue filling out K plumbing is involved)
(Check all that apply and indicate the number of fixtures proposed)
❑ Bath/Shower Combo (4.0) x ❑ Sink (1.5) x
❑ Shower (2.0) x ❑ Lavatory (1.0) x
❑ Clothes Washer (4.0) x ❑ Water Closet (2.5) x
❑ Dishwasher (1.5) x ❑ Water Heater x
❑ Hose Bibb (2.5) x Water Heater Model #
❑ Other (list) x
Plumbing Section Continued
Proposed Water Piping Size: Proposed DWV Material:
Proposed Piping Material: Proposed DWV Size:
• All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019
• All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV)
6/16LP Page 2 of 3
RESIDENTIAL PERMIT APPLICATION
' Department of Community & Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551
Mechanical Section (continue filling out if mechanical equipment is involved)
Select proposed appliances:
❑ Furnace (80+) Model # AFUE
❑ Heat Pump Model # SEER HSPE
❑ AC Unit Model # SEER
❑ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping
❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System
❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank
❑ Freestanding Stove ❑ Gas Piping ❑ Other
Gas Piping Information
Not Applicable:
Pipe Material: Pipe Size: Total BTU's of all Appliances:
Distance from Meter to Furthest Appliance:
• New gas piping requires a pressure test to hooking to any appliance
• Sediment traps (drips) are required on all gas lines
• Gas lines are required to be supported/secured every 6 to 8 feet
• Proper combustion air and venting required for all appliances
• A shut-off is required within 6 feet of all appliances
Applicant Signature: Date: 07/12/2019
Print Applicants Name: Clay Gustaves
6/16LP Page 3 of 3
NOTICE
TO PERMITEE AND/OR OWNER
Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY PfAPPROVED
PERMIT#: 2=43 AM PM DATE:
JOB ADDRESS: 014,93 Z A L/ YJ LOT#:
PROJECT: QQIP A+OL
TYPE OF INSPECTION: ;r-7y ,� � G271 I�IG�
OTHER:
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION
OL 'I o �'oy2
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BY LAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE '
0 PLANNING 0 CIVIL BUILDING CITY OF ARLINGTON '� r
NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY 2fAPPROVED
PERMIT#: � �� rAM�/PM DATE: ( 20 2 c '
JOB ADDRESS: LOT#:
PROJECT: �bU
TYPE OF INSPECTION: h 0J1 )(A,l 7` �Ylsl i'-�� ( :_p r•
OTHER:
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BYLAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE /
O PLANNING O CIVIL n BUILDING CITY OF ARLINGTON
CITY ARLINGTON OF
18204 59th Avenue NE,Arlington,WA 98223
INSPECTIONS:360-403-3417-Permit Center: 360-403-3551
BUILDING PERMIT
91 it Tveit Rd. Permit#: 2668
Permit Expiration Date:
Parcel#: 31051200100500 Valuation: 2000.00
OWNER APPLICANT CONTRACTOR
BEACH VERNON Northwest Pipeline JTI Commercial Services,LLC
9111 TVEIT RD 22909 NE Redmond Fall City Rd 1006 Central Rd.
ARLINGTON,WA 98223 Redmond,WA 98053 Everson,WA 98247
425-301-1068 360-815-0693
LIC:JTICOTI955DG EXP:03/31/2021
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE. Residential Accessory Structure CODE YEAR: 2015
STORIES: I 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. IBCl l0/IRCI l0.
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.
Clay R. Gustaves 7/15/2020
Signature Print Namc Date Re eased By Date
CONDITIONS
Adhere to approved plans.Call for inspections.
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
07/15/2020 Building Permit Fee $100.70
07/15/2020 Building Plan Review Fee $65.46
07/15/2020 Processing/Technology Fee $25.00
07/15/2020 State Building Code Surcharge Fee $6.50
07/15/2020 Credit Card Surcharge $5.93
Total Due: $203.59
Total Payment: $203.59
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
CITY ARLINGTON OF
18204 59th Avenue NE,Arlington,WA 98223
INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551
BUILDING PERMIT
9111 Tveit Rd. Permit#: 2668
Permit Expiration Date:
Parcel#: 31051200100500 Valuation: 2000.00
OWNER APPLICANT CONTRACTOR
BEACH VERNON Northwest Pipeline JTI Commercial Services,LLC
9111 TVEIT RD 22909 NE Redmond Fall City Rd 1006 Central Rd.
ARLINGTON,WA 98223 Redmond,WA 98053 Everson,WA 98247
425-301-1068 360-815-0693
LIC:JTICOT1955DG EXP:03/31/2021
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Residential Accessory Structure CODE YEAR: 2015
STORIES: 1 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. IBC1l0/IRC1l0.
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.
Signature Print Name Date Re eased By ZDatef
CONDITIONS
Adhere to approved plans. Call for inspections.
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
07/15/2020 Building Permit Fee $100.70
07/15/2020 Building Plan Review Fee $65.46
07/15/2020 Processing/Technology Fee $25.00
07/15/2020 State Building Code Surcharge Fee $6.50
07/15/2020 Credit Card Surcharge $5.93
Total Due: $203.59
Total Payment: $203.59
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
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COUNTY OR LOCAL JURISDICTION.
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2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO WpCap► )
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' All,
BEACH, VERNON
PARCEL #: 31051200100400
BEACH, VERNON
PARCEL #: 31051200100500 ;
'ilk STING EASEMENT WOE K'QREA:
389.72 S.F. 1 0.261 dc�
' MPORARY EXTRA WORK AREA: 'y
1'5 S.F. 0.321 ac
NORTHWEST PIPELINE CORP
PARCEL #: 31051200100700
EXISTING EASEMENT WORK AREA: gZNp
2,551.279 S.F. 0.058 ac.
NORTHWEST PIPELINE CORP I
PARCEL #. 31051200100800
EXISTING EASEMENT WORK AREA: I
CASCADE NATU GAS CORP 1 1,495.19 S.F. 0.034 ac. ,
PARCEL #: 31051200100600 ARLINGTON• S INGTON I
METER STATION
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PROPERTY SURVEY, THE ACTUAL RIGHT—OF—WA �Cg;
AND WORKSPACE AREAS MAY VARY SLIGHTLY
FROM WHAT IS SHOWN.
• 1
NORTHWEST PIPELINE, ILLC
APPROVED •
LOCATION
M.P. 1422.56
SNOHOMISH COUNTY, •
1'• 1 1 OF-
SCALE�� ALIGNMENT SHEET
Permit#: 2668
Permit Date: 07/16/19
Permit Type: ACCESSORY STRUCTURE
Project Name: Northwest Pipeline Equipment Shelter
Applicant Name: Northwest Pipeline
Applicant Address: 22909 NE Redmond Fall City Rd
Applicant, City, State, Zip: Redmond,WA 98053
Contact: Clay Gustaves
Phone: 425-301-1068
Email: clay.gustaves@williams.com
Scope of Work: Replace existing 20'x14' detached equipment shelter/canopy with a new one
Valuation: 2000.00
Square Feet: 280
Number of Stories: 1
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 07/16/2020
Permit Expires:
Form Permit Type:
Status: COMPLETE
Assigned To: Raelynn Jones
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
31051200100500 9111 TVEIT RD BEACH VERNON 111 Single Family
Residence-Detached
Contractors
Contractor Primary Contact Phone Address Contractor Type License License#
JTI Commercial CONSTRUCTION
Services,LLC 360-815-0693 1006 Central Rd. CONTRACTOR L&I JTICOTI955DG
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
R20.ACCESSORY
08/13/2020 STRUCTURE 08/13/2020 08/13/2020 Approved
FINAL
Plan Reviews
Date Review Type Description Assigned To Review Status
07/16/2019 ASSESSORY STRUCTURE BUILDING
07/16/2019 ASSESSORY STRUCTURE Josh Grandlienard
Fees
Fee Description Notes Amount
Building Permit Table 4-1 $100.70
Building Plan Review Table 4-2 $65.46
Processing/Technology $25.00
State Surcharge- 1st DU Residential- 1st Unit $6.50
Credit Card Service $5.93
Total $203.59
Attached Letters
Date Letter Description
07/31/2019 Building Permit
07/30/2019 Building Permit
Payments
Date Paid By Description Payment Type Accepted By Amount
07/31/2019 Clay Gustaves 76363217 $197.66
07/31/2019 76363217 CC Surcharge Raelynn Jones $5.93
Outstanding Balance $0.00
Notes
Date Note Created By:
07/30/2019 Emailed for business license for Northwest Pipeline Raelynn Jones
07/16/2019 Emailed for site plan Raelynn Jones
07/16/2019 Emailed for business license for contractor Raelynn Jones
Uploaded Files
Date File Name
10/11/2021 9867423-2668 IC 8.13.2020.pdf
09/24/2021 9758499-2668 IC 8.31.2020.pdf
07/16/2020 6992075-2668 Issued Permit.pdf
07/16/2019 5329059-ARLINGTON METER STATION-SITE MAP.pdf
07/16/2019 5329060-NW Pipeline Shelter Calculations 05-23-19.pdf
07/16/2019 5329061-NW Pipeline Shelter Plans 05-23-19.pdf
07/16/2019 5328136-2668 Structure Details.pdf
07/16/2019 5328001-2668 Application.pdf
Willamette Engineering, Inc.
PO Box 9032, Salem, Or 97305 Ph (503) 304-0905 Fax (503) 304-9512
STRUCTURAL CALCULATIONS
FOR
STEEL SHELTER AND ANCHORAGE
WILLIAMS NW PIPELINE
EQUIPMENT SHELTER
LOCATED AT
21403 92ND AVE NE
ARLINGTON, WA 98223
THESE SHEETS ARE VOID IF SEAL IS NOT RED
P. 101
w
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30�`95
�O�EGISTti��GC
ONAL
ExPipEs APRIL 4, v
& SIGNATURE IS NOT ORIGINAL
14 PAGES NOT COUNTING COVER SHEET
****LIMITATIONS****
NO RESPONSIBILITY AND/OR LIABILITY IS ASSUMED BY,
OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS
BEYOND THAT SHOWN ON THESE SHEETS.
JOB NO. 2019-44
MAY 21,2019
PREPARED BY
GERALD P. HORNER,PE
WILLIAMS NW PIPELINE SHELTER
21403 92ND AVE NE pa , I Of � 7
ARLINGTON,WA 98223
ASCE 7-10
WIND DESIGN FOR MAIN FORCE RESISTING SYSTEM
120 MPH ULTIMATE WIND SPEED PER OSSC FIGURE 1609A
CONVERTED TO ASD DESIGN PER OSSC
TABLE 1609.3.1
ROOF- 15 DEGREES -BASIC WIND SPEED- 120 MPH
EXPOSURE- "C"
BUILDING FEATURES •
HEIGHT 10,
LENGTH 20'
WIDTH 14'
ZONE LOAD CASE PS 30 PSF ASD-PSF I "C" PNET-PSF
A 2 28.7 22.2425 1.00 1.41 31.36
B 2 -9.5 -7.3625 1.00 1.41 -10.38
C 2 19.1 14.8025 1.00 1.41 20.87
D 2 -5.4 -4.185 1.00 1.41 -5.90
E 2 -27.4 -21.235 1.00 1.41 -29.94
F 2 -17.9 -13.8725 1.00 1.41 -19.56
G 2 -19.1 -14.8025 1.00 1.41 -20.87
H 2 -13.7 -10.6175 1.00 1.41 -14.97
OVERHANG E 2 38.4 29.76 1.00 1.41 41.96
OVERHANG G 2 -30.1 -23.3275 1.00 1.41 -32.89
ZONE 5; "a" DIMENSIONS
LONG DIMENSION
HORIZONTAL 0.10(20')= V
HEIGHT 0.4(10')=
USE 3'
SHORT DIMENSION
HORIZONTAL 0.10(14')= 1.4'
HEIGHT 0.4(10')= 4'
USE 3'
DESIGN CRITERIA
SEISMIC-SDS=0.778 = ,
SOIL- 1,500 PSF, Ca=0.36
SNOW-25 PSF GROUND,
ROOF DEAD LOAD-6 PSF
6
WALL DEAD INTERIOR-6 PSF
WALL DEAD EXTERIOR-6 PSF
STRUCTURAL FORMULAS
D+ F IBC 16-8
D+H+F+L +T IBC16-9
D+H+ F+(L or S or R) IBC16-10
D+H+F+0.75*(L+T)+0.75*(L or S or R) IBC16-11 _
D+H+F+0.75*(Wor0.7E) IBC16-12
D+H+F+0.75(Wor0.7E)+0.75L+0.75(LorSorR) IBC16-13
0.6D+W+H IBC16-14
0.6D+0.7E+ H IBC 16-14
WILLAMETTE ENGINEERING, INC, PROJECT WILLIAMS NW PIPELINEJ❑B NO 2019-44
SALEM, OREGON SHELTER STRUCTURAL CALCS DATE 05-07-19
PH, 503-304-0905, FAXe 503-304-9512 BY JERRY H❑RNER PAGE _ OF
Williams NW Pipeline 21403 92nd Ave NE, Arlington VVA
Date and Time: 4/28/2019 8:31:12 PM
MCE Parameters - Conterminous 48 States
Zip Code - 98223 Central Latitude = 48.207031
Central Longitude = -121.953365
MCE MAP VALUES
Short Period Map Value - Ss = 110.1% g
1.0 sec Period Map Value - S1 = 30.9% g
RESIDENTIAL DESIGN INFORMATION
Short Period Map Value - Ss = 110.1% g
Soil Factor for Site Class D - Fa = 1.06 �.8%
Residential Site Value = 2/3 x Fa x Ss
Residential Seismic Design Category =
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WILLAMETTE ENGINEERING, INC. PROJECT WILLIAMS NW PIPELINEJOB NO 2019-44
SALEM, OREGON SHELTER STRUCTURAL CALCS DATE 05-07-19
PH, 503-304-0905, FAXi 503-304-95]12 BY JERRY HORNER PAGE OF
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WILLAMETTE ENGINEERING, INC. PROJECT WILLIAMS NW PIPELINE)❑B NO 2019-44
SALEM, OREGON SHELTER STRUCTURAL CALCS DATE 05-07-19
PH, 503-304-0905, FAX, 503-304-9512 BY JERRY HORNER PAGE 5y OF fy
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www.hilti.us Profis Anchor 2.6.3
Company: Willamette Engineering, Inc. Page: 1
Specifier: Gerald Horner Project: Williams NW Pipeline
Address: PO Box 9032 Sub-Project I Pos. No.: One 1/2"Anchor
Phone I Fax: 503-304-0905 1 503-304-9512 Date: 5/8/2019
E-Mail: jer.willengr@juno.com
Specifier's comments:Piping Shelter Concrete Connection,21403 92nd Ave NE,Arlingon,WA
1 Input data
Anchor type and diameter: KWIK HUS-EZ(KH-EZ)1/2(3)
Effective embedment depth: hef=2.160 in., hnam=3.000 in.
Material: Carbon Steel
Evaluation Service Report: ESR-3027
Issued I Valid: 1 2/11201 5 1 1 2/1/201 7
Proof: Design method ACI 318/AC193
Stand-off installation: eb=0.000 in.(no stand-off);t=0.250 in.
Anchor plate: Ix x ly x t=4.000 in.x 8.000 in.x 0.250 in.;(Recommended plate thickness:not calculated
Profile: Rectangular plates and bars(AISC);(L x W x T)=0.250 in.x 0.188 in.x 0.000 in.
Base material: cracked concrete,3000,f�=3000 psi;h=6.000 in.
Reinforcement: tension:condition B,shear:condition B; no supplemental splitting reinforcement present
edge reinforcement: none or<No.4 bar
Seismic loads(cat.C,D, E,or F) no
Geometry[in.]&Loading[Ib,in.Ib]
Z
�1
CF1
o
IV
-�;- - --
- - 0 �--.
>t .. ..
X
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
P e- 6 Af 11
I I ML-0 Z1
www.hilti.us Profis Anchor 2.6.3
Company: Willamette Engineering, Inc. Page: 2
Specifier: Gerald Horner Project: Williams NW Pipeline
Address: PO Box 9032 Sub-Project I Pos.No.: One 1/2"Anchor
Phone I Fax: 503-304-0905 1 503-304-9512 Date: 5/8/2019
E-Mail: jer.willengr@juno.com
2 Load case/Resulting anchor forces y
Load case:Design loads
Anchor reactions[Ib]
Tension force:(+Tension,-Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 1549 320 313 68
max.concrete compressive strain: -I&I x
max.concrete compressive stress: -[psi] Te Ion
resulting tension force in(x/y)=(0.000/0.000): 1549[lb]
resulting compression force in(x/y)=(0.000/0.000):0[lb]
3 Tension load
Load Nua[lb] Capacity#N„[lb] Utilization p=Nua/+N Status
Steel Strength* 1549 11778 14 OK
Pullout Strength* N/A N/A N/A N/A
Concrete Breakout Strength** 1549 1921 81 OK
*anchor having the highest loading **anchor group(anchors in tension)
3.1 Steel Strength
Nsa =ESR value refer to ICC-ES ESR-3027
�Nsa Nua ACI 318-08 Eq.(D-1)
Variables
Ase,N[in.2] fut.[psi]
0.16 112540
Calculations
Nsa[lb]
18120
Results
Nsa[lb] y steel Nsa[lb] Nua[lb]
18120 0.650 11778 1549
Input data and results must be checked for agreement with the existing conditions and for plausibility'
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
pole e o F �Y
www.hilti.us Profis Anchor 2.6.3
Company: Willamette Engineering, Inc. Page: 3
Specifier: Gerald Horner Project: Williams NW Pipeline
Address: PO Box 9032 Sub-Project I Pos. No.: One 1/2"Anchor
Phone I Fax: 503-304-0905 1 503-304-9512 Date: 5/8/2019
E-Mail: jer.willengr@juno.com
3.2 Concr1/rete Breakout Strength
ANC
Ncb _ `ANco)lVed,N lVc,N ll/cp,N Nb ACI 318-08 Eq.(D-4)
Ncb>Nua ACI 318-08 Eq.(D-1)
ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b)
ANco =9 hef ACI 318-08 Eq.(D-6)
1
Yec,N = 1 +2 eN <_1.0 ACI 318-08 Eq.(D-9)
3 het
Yed,N =0.7+0.3 (Gamin)�1.0 ACI 318-08 Eq.(D-11)
`1.5hef
lVcp N =MAX SL n 1.5hef\ c 1.0 ACI 318-08 Eq.(D-13)
`\ Cac Cac l
Nb =kc x 4c hefs ACI 318-08 Eq.(D-7)
Variables
hef[In.] ec,,N[in.] ec2,N[In.] ca,min[in.] we N
2.160 0.000 0.000 7.000 1.000
cap[in.] kc k fc[psi]
3.750 17 1 3000
Calculations
AN,(in.2] ANco[in.2] llfecl,N Yec2,N ilfed,N llfcp,N Nb[lb]
41.99 41.99 1.000 1.000 1.000 1.000 2956
Results
Ncb[ib] concrete NO[lb] Nua[lb]
2956 0.650 1921 1549
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
13 v�
www.hilti.us Profis Anchor 2.6.3
Company: Willamette Engineering, Inc. Page: 4
Specifier: Gerald Horner Project: Williams NW Pipeline
Address: PO Box 9032 Sub-Project I Pos. No.: One 1/2"Anchor
Phone I Fax: 503-304-0905 1 503-304-9512 Date: 5/8/2019
E-Mail: jer.willengr@juno.com
4 Shear load
Load Vua[lb] Capacity ilVn[lb] Utilization pv=Vua/�Vn Status
Steel Strength" 320 5547 6 OK
Steel failure(with lever arm)' N/A N/A N/A N/A
Pryout Strength'* 320 2069 16 OK
Concrete edge failure in direction x+'• 320 2670 12 OK
"anchor having the highest loading "anchor group(relevant anchors)
4.1 Steel Strength
Vsa =ESR value refer to[CC-ES ESR-3027
Vsteel>Vua ACI 318-08 Eq.(D-2)
Variables
Ase,y[in,2] futa[psi]
0.16 112540
Calculations
Vsa[lb]
9245
Results
Vsa[lb] steel 41 Vsa[lb] Vua[lb]
9245 0.600 5547 320
4.2 Pryout Strength
Vcp =kcp[(AN o)yfed,N Wc,N Ycp,N NbJ ACI 318-08 Eq. (D-30)
Vcp>_Vua ACI 318-08 Eq. (D-2)
AN, see ACI 318-08,Part D.5.2.1, Fig. RD.5.2.1(b)
AN, =9 hef ACI 318-08 Eq. (D-6)
1
yfec,N — 1 +2 eN)_<1.0 ACI 318-08 Eq. (D-9)
3 hef/
Wed,N=0.7+0.3 (ca,min)5 1.0 ACI 318-08 Eq. (D-11)
1.5hef
Wcp N =MAX S 1.5hef)c 1.0 ACI 318-08 Eq.(D-13)
cac Cac
Nb =kc a,�fc hef5 ACI 318-08 Eq.(D-7)
Variables
kcp hef[in.] ec1,N[in.] ec2,N[in.] ca,min[in.]
1 2.160 0.000 0.000 7.000
tVc,N cac[in] kc 21 f,[psi]
1.000 3.750 17 1 3000
Calculations
ANc(in.2] ANco[in.2] lVec1,N lVec2,N lVed,N 1Vcp,N Nb[lb]
41.99 41.99 1.000 1.000 1.000 1.000 2956
Results
Vcp[lb] concrete Vcp[lb] Vua[lb]
2956 0.700 2069 320
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
pact C) �+ I
www.hilti.us Profis Anchor 2.6.3
Company: Willamette Engineering, Inc. Page: 5
Specifier: Gerald Horner Project: Williams NW Pipeline
Address: PO Box 9032 Sub-Project I Pos.No.: One 1/2"Anchor
Phone I Fax: 503-304-0905 1 503-304-9512 Date: 5/8/2019
E-Mail: jer.willengr@juno.com
4.3 Concrete edge failure in direction x+
Ave
Vcb = (Av o)tVed,V tVc,V tVh,V tVparallel,V Vb ACI 318-08 Eq.(D-21)
Vcb>Via ACI 318-08 Eq.(D-2)
Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b)
Avco =4.5 Cat ACI 318-08 Eq. (D-23)
1
tVec,v = 1 + 2e„ <_1.0 ACI 318-08 Eq. (D-26)
3Cat
Y/d,V =0.7+0.3(1 Scat)<_ 1.0 ACI 318-08 Eq. (D-28)
Wh,v = 1.5Cat >_1.0 ACI 318-08 Eq.(D-29)
ha
0.2
Vb = (7 (a) a �cats ACI 318-08 Eq.(D-24)
a
Variables
cat [in.] Cat[in] ecv[in.] tVc.v ha[in.]
7.000 7.000 0.000 1.000 6.000
le[In.] a da[In.] fc[psi] lVparallel,V
2.160 1.000 0.500 3000 1.000
Calculations
Avc[in.2] Avoo[in.2] kVec,V tVed,V Wh,V Vb[lb]
105.00 220.50 1.000 0.900 1.323 6728
Results
Vcb[lb] concrete Vcb[lb] V a[lb]
3814 0.700 2670 320
5 Combined tension and shear loads
ON (iV Utilization(3N,V[%] Status
0.806 0.155 5/3 75 OK
RNV=P�+RV<= 1
6 Warnings
• Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be
sufficiently stiff, in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the
existing conditions and for plausibility!
• Condition A applies when supplementary reinforcement is used.The q)factor is increased for non-steel Design Strengths except Pullout Strength
and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to
your local standard.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard!
Fastening meets the design criteria!
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
a e i0
www.hilti.us Profis Anchor 2.6.3
Company: Willamette Engineering, Inc. Page: 6
Specifier: Gerald Horner Project: Williams NW Pipeline
Address: PO Box 9032 Sub-Project I Pos. No.: One 1/2"Anchor
Phone I Fax: 503-304-0905 1 503-304-9512 Date: 5/8/2019
E-Mail: jer.willengr@juno.com
7 Installation data
Anchor plate,steel:- Anchor type and diameter: KWIK HUS-EZ(KH-EZ) 1/2(3)
Profile: Rectangular plates and bars(AISC);0.250 x 0.188 x 0.000 in. Installation torque:540.001 in.lb
Hole diameter in the fixture:df=0.625 in. Hole diameter in the base material:0.500 in.
Plate thickness(input):0.250 in. Hole depth in the base material:3.375 in.
Recommended plate thickness: not calculated Minimum thickness of the base material:4.750 in.
Drilling method: Hammer drilled
Cleaning:Manual cleaning of the drilled hole according to instructions for use is required.
7.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer Manual blow-out pump Torque wrench
• Properly sized drill bit
Y
2.000 2.000
0 0
0 0
v v
X
0 0
0 0
v v
2.000 2.000
Coordinates Anchor in.
Anchor X y c_x c.x c_y c.y
1 0.000 0.000 12.000 7.000 7.000 12.000
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
Q 2 I .6
N.S- SERVICE Most Widely Accepted ancil Trusted
ICC-ES Evaluation Report ESR-3294
Reissued February 1, 2014
This report is subject to renewal April 1, 2016.
www.icc-es.org ( (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 05 00 00—METALS 3.2 Standard Drill Screws:
Section: 05 05 23—Metal Fastenings 3.2.1 EDC450 (Type 1): The EDC450 screw has coarse
threads and an indented high hex washer head with an
DIVISION: 06 00 00—WOOD, PLASTICS AND undercut. This screw complies with the thread design,
COMPOSITES material specifications and performance requirements of
Section: 06 05 23—Wood, Plastics and Composite ASTM C1513.
Fastenings 3.2.2 EDB446, EDB486, EDB541, EDB571 (Type 2):
REPORT HOLDER: These screws have coarse threads and an indented high
hex washer head. These screws comply with ASTM
ELCO CONSTRUCTION PRODUCTS/ C1513.
an INFASTECH COMPANY 3.2.3 EDC745 (Type 3): The EDC745 screw has coarse
1302 KERR DRIVE threads and an indented hex washer head. This screw
DECORAH,IOWA 52101 complies with ASTM C1513.
(800)435-7213 3.2.4 EDB741, EDB761, EDB782, EDB801, EDB821,
www.elcoconstruction.com EDB830, EDB840, EDB845 (Type 4) and EDA790 (Type
infoElcona infastech.com 4A): These screws have coarse threads and an indented
hex washer hea'.The screws comply with ASTM C1513.
EVALUATION SUBJECT: 3.2.5 EDC930 (Type 5): The EDC930 screw has coarse
threads and an indented hex washer head which is smaller
ELCO CASE-HARDENED SELF-DRILLING TAPPING than that required by ASME B18.6.4. The screw complies
SCREWS with the thread design, material specifications and
performance requirements of ASTM C1513.
1.0 EVALUATION SCOPE 3.2.6 EDB936, EDB946, EDB956, EDB961, EDB971,
Compliance with the following codes: EDB976, EDB981, EDB983 (Type 6): These screws have
11 2012,2009 and 2006 International Building Code(IBC) coarse threads and an indented hex washer head. These
screws comply with ASTM C1513.
2012 and 2009 International Residential Code (IRC) 3.3 Drill Screws with Extended Drilling Capacity:
Property evaluated: 3.3.1 EDC801, EDC816 (Type 7): These screws have
Structural fine threads and an indented hex washer head. The
2.0 USES spacing of the lead threads is greater than the spacing of
the remainder of the threads. These screws comply with
Elco case-hardened self-drilling tapping screws are used to ASTM C1513.
connect cold-formed steel members together, to connect 3.3.2 ECC720, ECC740, ECC750 (Type 8): These
cold-formed steel to hot-rolled steel plates and to connect screws have fine threads and an indented hex washer
wood structural panel sheathing to cold-formed steel. The head. The threads nearest the drilling point are slightly
screws are used to resist shear and tension loads in deformed and the manufacturer describes the thread
engineered connections and are used in connections design as Round Body Taptitel'.These screws comply with
prescribed by the code for steel-to-steel and wood-to-steel the material specifications and performance requirements
connections. of ASTM C1513.
3.0 DESCRIPTION 3.4 Architectural Roof Clip Fasteners [ED0450,
3.1 General: ED0460, ED0470(Type 9)1:
The Elco screws are self-drilling tapping screws formed The fasteners are coarse thread screws with pancake-style
from carbon steel wire conforming to ASTM F2282, Grade heads.These screws comply with ASTM C1513.
1018 - 1022, and case-hardened to 50 to 56 HRC. The 3.5 Drilit'D Drill Screws:
screws are coated with a prWrietary corrosion-resistant 3.5.1 EDT602 (Type 10): The EDT602 screw has fine
coating identified as Stalgard . Table 1 provides screw threads and a phillips wafer head. Between the threads
descriptions including type, size, threads per inch (tpi), and the drill point,the screw has a portion of smooth shank
nominal diameter, head style, head diameter, point type, with two projecting wings. The EDT602 screw complies
length, drilling capacity, length of load bearing area, and with the thread design, material specifications and
coating information. performance requirements of ASTM C1513.
ICC-ES Evaluation Reports are not to he construed as representing aesthetics or om-other attributes no,specTical[y addressed,nor are Iher to be construed
as an endorsement of the subject of the report or a recommendation Jor its use.There is no warranty by ICC Evaluation Service.LLC,express or implied,as =.,41
to any rutting or other matter in this report,at-as to any pr(duct covered bt the reprnt. -
Copyright,'9)2014 Page 1 of 8
ESR-3294 I Most Widely Accepted and Trusted fLZ,,0 _-_2L_ 9�&J D?f�_ Page'12 4 I y
TABLE 2-ELCO SELF-DRILLING SCREWS SHEAR AND TENSION FASTENER STRENGTH(Ibf)
DESIGNATION NOMINAL STRENGTH ALLOWABLE STRENGTH(ASD) DESIGN STRENGTH (LRFD)
Shear:P. Tension:Pt Shear:PJf� Tension:PVO Shear:mP� Tension:OP,
STANDARD DRILL SCREWS
#10-16 1679 2670 560 890 840 1335
#12-14 2032 3211 667 1070 1016 1606
'/4-14 2559 5021 853 1674 1280 2511
EXTENDED DRILLING CAPACITY SCREWS
#12-24 2283 4034 1 761 1 1345 1142 2017
ARCHITECTURAL ROOF CLIP FASTENERS
#10-16 1560 2326 520 775 780 1163
For SI:1 inch=25.4 mm,1 Ibf=4.4 N.
TABLE 3A-ALLOWABLE(ASD)SHEAR(BEARING)CAPACITY OF SCREW CONNECTIONS"'',Ibf
THICKNESS THICKNESS OF STEEL NOT IN CONTACT WITH SCREW HEAD(in.)
NOMINAL OF STEEL IN
DESIGNATION DIAMETER CONTACT
(in.) WITH 0.030 0.036 0.048 0.060 0.075 0.090 0.125 0.188 0.250 0.375
SCREW -
HEAD(in.)
STANDARD DRILL SCREWS
0.030 143 193 231 231 231 231 231 -
0.036 143 188 277 277 277 277 277 - -
#10-16 0.190 0.048 143 188 289 369 369 369 369 -
0.060 143 188 289 404 462 462 - - -
0.075 143 188 289 404 564 577 -
0.090 143 188 289 404 564 693 - -
0.030 150 205 255 255 255 255 255 255 -
0.036 150 197 304 306 306 306 306 - - -
0.048 150 197 408 408 408 408
C#12-14'
` 0.216 0.060 150 197 304 424 510 510 510 - - -
0.075 150 197 304 424 593 638 638 - -
0.090 150 197 304 424 593 765 765 - - -
0.125 150 197 304 424 593 765 - - - -
0.030 160 222 292 292 292 292 292 292 - -
0.036 160 211 325 350 350 350 350 -
0.048 160 211 325 454 467 467 467 - - -
1/4-14 0.250 0.060 160 211 325 454 583 583 583 - - -
0.075 160 211 325 454 634 729 729 - - -
0.090 160 211 325 454 634 833 875 -
0.125 160 1 211 1 325 454 634 833 -
EXTENDED DRILLING CAPACITY SCREWS
0.036 - - - 404 370 400
#12-24 0.216 0.060 - - - 829 630 677
0.090 - - - 588 643 667
ARCHITECTURAL ROOF CLIP FASTENERS
#10-16 0.190 0.030 232 286 350 335 - -
0.036 - 343 423 484 472 - - -For SI: 1 inch=25.4 mm, 1 Ibf=4.4 N, 1 ksi=6.89 MPa.
"See notes following Table 36.
& /3
Premier Steel Structures E3 R
Roof and Wall Panel
1 Z„
Painted Side 1�.._ 4
ji
I
1%" �% „
36"
Coverage
DESCRIPTIONCOMMERCIAL EXPOSED 36" COVERAGE MINIMUM SLOPE OPEN FRAMING
FASTENERS 1/2 :12
PANEL
Applications: Industrial, Commercial, and Agricultural
— Limited 40-year warranty paint
— Finishes 26 ga: 10 standard SMP colors and Galvalume®
Finishes 24 ga: 10 standard PVDF colors
— Corrosion Protection on Substrate:
—AZ-50 (ASTM A792) for painted Galvalume®
—AZ-55 (ASTM A792) for unpainted, acrylic coated, Galvalume®
— G-60 (ASTM A653) for painted Galvanized
— G-90 (ASTM A653) for PVDF painted 24 gauge
Sheet lengths: 1' to 50'-0" in one inch increments
— Polycarbonate and fiberglass light panels available in PBR profile
— For color availability, cool roof specs, and other panel info,
please see our website: www.metalIionindustries.com
TESTING DATA
— UL 2218 Impact Resistance
U0 L — UL 790, 263 Fire Resistance
r
— UL 580 Uplift Resistance
PBR Allowable Loads Ilbs/ftzl per span Wind Load - •
Ga Span Load Type 2' 2.5' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7'
Wind Load(Uplift) 257 164 114 83 64 50 40 33 28 24 20
Single
Live Load Deflection 295 166 107 78 P
42 33 26 21 18 15
Wind Load(Uplift) 199 132 94 6942 34 29 24 20 17
Double
Live Load Deflection 575 363 134 99 76 60 48 37 30 24 20
Wind Load(Uplift) 239 160 115 86 66 53 43 36 30 25 22
Triple
Live Load Deflection 448 285 146 108 84 67 53 42 34 28 23
26 gauge has.0184"min Substrate Thickness,80 KSI Tensile,and Weighs about.9 Ibs per Sq.Ft.
Ga Span Load Type 2' 2.5' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7'
Wind Load(Uplift) 294 196 135 98 75 60 48 39 34 27 24
Single
Live Load Deflection 285 183 125 91 70 56 45 37 31 26 22
24
Wind Load(Uplift) 268 178 130 96 74 59 48 39 33 29 24
Double
Live Load Deflection 274 180 125 92 71 57 46 38 31 27 23
Wind Load(Uplift) 321 213 F14 110 85 68 54 46 38 32 28
Triple
Live Load Deflection 334 222 115 89 71 1 57 47 1 40 34 29
24 gauge has.0236"min Substrate Thickness,50 KSI Tensile(UL),Panel Width:36",ASTM A653
1.Deflection loads are based on a maximum deflection ration of L/180 of span 2.Loads are averages from similar products with design loads meeting AISI specifications
20'-2" (STEEL TUBE BASE RAIL) Z
GENERAL NOTES: " "
TYP. 2 x3 x0.072 171
z p
STEEL TUBE
1. ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED VERSION OF THE BASE PLATE NP. 51
STATE OF WASHINGTON BUILDING CODE AND ANY APPLICABLE STATE, SI (TYP. SIDES) tO W �Lr)�
COUNTY OR LOCAL JURISDICTION.
�3-(TYP.) 3
2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO WpCap► )
NOTIFY THE ENGINEER OF ANY ERRORS OR OMISSIONS PRIOR TO THE W W�L I
START OF CONSTRUCTION. 18 KNEE BRACE
AT (4) INTERIOR ,O�
FRAMES(TYP. BOTH Qm�ln
3. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED i^- SIDES)
DIMENSIONS. DO NOT SCALE THE DRAWINGS. ���'K
4. RISK FACTOR: CATEGORY 3 v
0
5. DESIGN LOADS: GROUND (LIVE LOAD) (SNOW) 25PSF, I=1.1
i
WIND - 120MPH ULTIMATE SPEED, EXPOSURE "C", 1=1.0 T
6. SEISMIC: Sds = 0.778; I =1.25
FOUNDATION IL
GENERAL NOTES: 3" T"P EDGE lu
1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF
ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN
THE REQUIRED DEPTH BELOW THE FINAL GRADE.
1/2"x6" HILTI KWIK �
2. SOIL BEARING BASED ON 1500 PSF. "HUZ—EZ"(KH—EZ) lu
TYPE ANCHOR 4'-1" 4'-0" 4'-0" 4'-0" 4'-1"
3. MAXIMUM SLOPE OF CUTS AND FILLS TO BE TWO (2) HORIZONTAL TO (MIN. EMBED. OF 3"
ONE (1) VERTICAL. INTO CONCRETE) FOUNDATION NOTE:
(16 TOTAL) FOUNDATION DESIGN IS BY
4. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MIN. OF 4" IN. OTHERS
BASE FRAME PLAN BUILDIINGTFORCES SUPPORT z
GRANNULAR MATERIAL COMPACTED TO 95%. _
SCALE: 1/4" = 1'-0" _j m
5. CONCRETE: - MIX AND 28 DAY COMPRESSIVE STRENGTH OF CONCRETE. 11J n
2"X3"X0.072" STEEL TUBE Q
FOOTINGS 3,000 PSI COLUMN
SLABS ON GRADE: 3,000 PSI
Y2" HILTI "HUS—EZ" DRILL —I f—2 3/4" d
6. REINFORCING STEEL TO BE A-615 GRADE 60. #4 BARS @ 12" O.C. IN ANCHOR 13/4"X"23/4"Xo.072" Z 1—
' (MINIMUM EMBED OF 3" - STEEL TUBE INSERT Z ci p
7. STEEL SPECIFICATIONS: 6" CONCRETE INTO CONCRETE) �� (n m
SLAB(MIN.) ,.- r: 2"X3"XO.072" STEEL g z
FRAMES AND POSTS: Fy = 50KSI Q 'pFW 'I = - TUBE BASE PLATE n
PLATES AND ANGLES: Fy = 36K Y2" HILTI "HUS—EZ" DRILL , f —
IN ANCHOR 6 CONCRETE SLAB(MIN.) A
A FOOTING DETAIL (MINIMUM EMBED OF 3"
SUPPLIER: � sl SCALE: 1/2" = 1'-0" INTO CONCRETE) GPH
PREMIER STEEL STRUCTURES -`'I c ' iB BOTTOM RAIL DETAILS
ONAL MCF
P.O. BOX 492 SI SCALE: 1/2" = 1'-0" "� os-2o-,s
2o1s-44
SCIO, OR 97374 ace a ML 4, Zd
503-559-8191 Na FEV.
WWW.PREMIERSTEELSTRUCTURES.COM 51 0
CU
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