HomeMy WebLinkAbout207 N Gifford Ave_BLD1588_2026 �`'�` RESIDENTIAL PERMIT APPLICATION
Department of Community& Economic Development
O 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: 2-0 -7 /L/, `/���L� Plat:
❑ Single-family ❑ Duplex ❑ Townhouse ❑ Addition Accessory structure
Proposed Area: 1st Floor: 2"d Floor: Garage: Total SF: 15S
Describe Proposal (include cross street):
Valuation: WD
Owner: fi ,) ,v ,� �i'/��i,��,i S c v-_
Address: ? e .-N ,�,� /,'�� ✓�'��_ City: 6 State: WJr Zip Code:
Phone: 3 449 d -y .�'—�f=3 J/ Email:
Applicant:
Address: ZG� /L-` , ,f�c,,,�,�_City:-0Ci- State: . Zip Code: 2 •Z "
Phone: 3 /0 Email.
Contractor:
Address: City: State: Zip Code:
Phone: Email:
Contact Person: License Number: Expiration:
6/16LP Page 7 of 3
Y O
RESIDENTIAL PERMIT APPLICATION
Department of Community&Economic Development
�lI G O City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551
N
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 ❑l 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 Pi/' e: Proposed DWV Material:
Proposed Piping ly 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
Y RESIDENTIAL PERMIT APPLICATION
Department of Community& Economic Development
�lt�GS City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551
Mechanical Section (continue filling out if mechanical e4uipment is involved)
Select proposed appliances:
Furnace(80+) Model# AFUE
Q Heat Pump Model# SEER HSPE
d AC Unit Model# SEER
❑ Type ll 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 M er 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: — l
Print Applicants Name:
6/16LP Page 3 of 3
®Boise Cascade Single 2 x 6 DFL #2 Roof Beam1RB02
Dry 1 span No cantilevers 1 5/12 slope August 22,2017 09:58:57
BC CALC®Design Report
Build 6080 File Name: BC CALC Project
Job Name: Description: Designs\RB02
Address: Specifier:
v
City, State, Zip: , Designer: U 1
Customer: Company:
Code reports: WCLIB/WWPA Misc:
12
i
`BO — —— 09-00-00
B1
Total Horizontal Product Length=09-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
BO, 3-1/2" 82/0 113/0
B1, 3-1/2" 82/0 113/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf. Area (lb/ft"2) L 00-00-00 09-00-00 16 25 01-00-00
Controls Summary Value %Allowable Duration Case Location Disclosure
Pos. Moment 395 ft-Ibs 51.3% 115% 4 04-06-02 Completeness and accuracy of input must
End Shear 182 Ibs 16% 115% 4 00-03-08 be verified by anyone who would rely on
Total Load Defl L/607 (0.183") 29.6% n/a 4 04-06-02 output as evidence of suitability for
particular application.Output here based
Live Load Defl. L/999 (0.106") n/a n/a 5 04-06-02 on building code-accepted design
Max Defl, 0.183" 18.3% n/a 4 04-06-02 properties and analysis methods,
Spam/ Depth 18.6 n/a n/a 0 00-00-00 Installation of Boise Cascade engineered
Squash Blocks Valid wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
%Allow %Allow or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.
BO Post 3-1/2"x 1-1/2" 195 Ibs n/a 6% Unspecified
B1 Post 3-1/2"x 1-1/2" 195 Ibs n/a 6% Unspecified BC CALC®, BC FRAMERO,AJS TM,
ALLJOISTO,BC RIM BOARDTM,BCI@,
Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length BOISE S SIMPLE FRAMING
SYSTEMO,VERSA-LAM®,VERSA-RIM
Plumb Cut with Hanger to dbl. top plate 5/12 6" 09-00-00 09-11-05 PLUS@,VERSA-RIM@,
VERSA-STRANDO,VERSA-STUD@ are
Notes trademarks of Boise Cascade Wood
Design meets Code minimum (L/180) Total load deflection criteria. Products L.L.C.
Design meets Code minimum (L/240) Live load deflection criteria.
Design meets arbitrary(1") Maximum Total load deflection criteria.
Design based on Dry Service Condition.
The analysis of solid sawn wood members is in accordance with the NDS and is limited to the
output shown above. All other support and design for these products, including but not
limited to notching, connections, installation, and engineer/architect certification is the CITY OF ARLINGTON
responsibility of the project's design professional of record. BUILDING DEPARTMENT
APPROVED
DATE 29-- ( ? BY (-(-
NJOB COPY O CHANGES AUTHORIZED
UNLESS APPROVED BY THE
Page 1 of 1 BUILDING INSPECTOR
®Boise Cascade Single 4 x 8 DFL #2 Roof Beam1RB01
BC CALC®Design Report
Dry 11 span I No cantilevers 1 5/12 slope August 22, 2017 10:00:39
--
Build 6080 _ File Name: BC CALC Project
Job Name: Description: Designs\RB01
Address: Specifier: V"
City, State, Zip: , Designer:
Customer: Company:
Code reports: WCLIB/WWPA Misc:
�s
12
Bo 08-00-00 u
B1
Total Horizontal Product Length=08-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
BO, 3-1/2" 675/0 1,005/0
B1, 3-1/2" 675/0 1,005/0
Load Summary Live Dead Snow Wind Roof Live Trib.
Tag Description Load Type Ref. Start End 100°' 90% 115% 160% 125%
1 Standard Load Unf. Area (lb/fM2) L 00-00-00 08-00-00 16 25 10-00-00
Controls Summary Value %Allowable Duration Case Location Disclosure
Pos. Moment 2,977 ft-Ibs 87.4% 115% 4 03-11-11 Completeness and accuracy of input must
End Shear 1,553 Ibs 44.4% 115% 4 00-03-08 be verified by anyone who would rely on
Total Load Defl. L/488 (0.201") 36.9% n/a 4 03-11-11 output as evidence of suitability for
Live Load Defl. L/999 (0.12") n/a n/a 5 03-11-11 particular application.Output here based
on building code-accepted design
Max Defl. 0.201" 20.1% n/a 4 03-11-11 properties and analysis methods.
Span / Depth 12.5 n/a n/a 0 00-00-00 Installation of Boise Cascade engineered
Squash Blocks Valid wood products must be in accordance with
current Installation Guide and applicable
o a building codes.To obtain Installation Guide
/o Allow /o Allow or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.
BO Post 3-1/2"x 3-1/2" 1,680 Ibs n/a 21.9% Unspecified
B1 Post 3-1/2"x 3-1/2" 1,680 Ibs n/a 21.9% Unspecified BC CALCO,BC FRAMERO,AJSTM^
ALLJOISTO,BC RIM BOARDTM, BCIO,
Slope and Cut Length Slope Fascia Depth Horiz Length Product Length BOISE GLULAMT"' SIMPLE FRAMING
SYSTEM@,VERSA-LAMO,VERSA-RIM
Plumb Cut with Hanger to dbl. top plate 5/12 7-7/8" 08-00-00 08-11-00 PLUSO,VERSA-RIM@,
VERSA-STRAND@,VERSA-STUD@ are
Notes trademarks of Boise Cascade Wood
Design meets Code minimum (L/180)Total load deflection criteria. Products L.L.C.
Design meets Code minimum (L/240) Live load deflection criteria.
Design meets arbitrary(1") Maximum Total load deflection criteria.
Design based on Dry Service Condition.
The analysis of solid sawn wood members is in accordance with the NDS and is limited to the
output shown above. All other support and design for these products, including but not
limited to notching, connections, installation, and engineer/architect certification is the
responsibility of the project's design professional of record.
Page 1 of 1
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CITY OF ARLINGTON
238 N. OLYMPIC AVE -ARLINGTON, WA. 98223
__ __ PHONE; (360) 403-3551
BUILDING PERMIT
Address:207 N Gifford Avenue Permit#:1588
Parcel#:00455400300600 Valuation:600.00
OWNER APPLICANT CONTRACTOR
Name:S WIRTZ RON/NANCY Name:Ron Swirtz Name:Ron Swirtz
Address:450 E BURKE Address:207 N Gifford Address:207 N Gifford Ave
City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223
Phone: Phone:360-435-8371 Phone:360-435-8371
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Residential Alteration CODE YEAR: 2015
STORIES: 1 CONST.TYPE:
DWELLING UNITS: 1 OCC GROUP:
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
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. IBC110/IRC110.
SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arl' be repo ed on your sales tax return form
z9"'
ed City of Arlington#3101.
Signature Print Name Date a eased byDate
CONDITIONS
See redlined drawings. Adhere to approved plans.
THIS PERMIT AUT 4ORIZS 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
8/16/2017 Building Permit Fee $36.81
8/16/2017 Building Plan Review Fee $23.93
8/16/2017 Processing/Technology Fee $25.00
8/16/2017 State Building Code Surcharge Fee $4.50
Total Due: $90.24
Total Payment: $0.00
Balaace Due: $90.24
CALL FOR 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
° CITY OF ARLINGTON
238 N. OLYMPIC AVE -ARLINGTON, WA. 98223
PHONE; (360)403-3551
BUILDING PERMIT
Address:207 N Gifford Avenue Permit#:1588
Parcel#:00455400300600 Valuation:600.00
OWNER APPLICANT CONTRACTOR
Name:S WIRTZ RON/NANCY Name:Ron Swirtz Name:Ron Swirtz
Address:450 E BURKE Address:207 N Gifford Address:207 N Gifford Ave
City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223
Phone: Phone:360-435-8371 Phone:360-435-8371
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Residential Alteration CODE YEAR: 2015
STORIES: 1 CONST.TYPE:
DWELLING UNITS: 1 OCC GROUP:
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
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. IBC110/IRC110.
SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City ofArli st be repo ed on your sales tax return form
d coded City of Arjm ton#3101. I?� swwz
r Signature Print Name Date ceased By Date
CONDITIONS
See redlined drawings. Adhere to approved plans.
THIS PERMIT AUTHORIZS 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
8/16/2017 Building Permit Fee $36.81
8/16/2017 Building Plan Review Fee $23.93
8/16/2017 Processing/Technology Fee $25.00
8/16/2017 State Building Code Surcharge Fee $4.50
Total Due: $90.24
Total Payment: $0.00
Balance Due: $90.24
CALL FOR 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
NOON IN
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' CITY OF ARLINGTON
238 N. OLYMPIC AVE-ARLINGTON, WA. 98223
PHONE; (360)403-3551
BUILDING PERMIT
Address:207 N Gifford Avenue Permit#:1588
Parcel#:00455400300600 Valuation:600.00
OWNER APPLICANT CONTRACTOR
Name:SWIRTZ RON/NANCY Name:Ron Swirtz Name:Ron Swirtz
Address:450 E BURKE Address:207 N Gifford Address:207 N Gifford Ave
City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223
Phone: Phone:360-435-8371 Phone:360-435-8371
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Residential Alteration CODE YEAR: 2015
STORIES: 1 CONST.TYPE:
DWELLING UNITS: 1 OCC GROUP:
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
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. IBC110/IRCI10.
SALES TAX NO 7CE:Sales tax relating to construction and construction materials in the City of Arii st be repo ed on your sales tax return form
d coded City pfArjur ton#3101. [�dw -�Wwz
Signature Print Name Date c eased by Date
CONDITIONS
See redlined drawings. Adhere to approved plans.
THIS PERMIT AUTHORIZE 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
8/16/2017 Building Permit Fee $36.81
8/16/2017 Building Plan Review Fee $23.93
8/16/2017 Processing/Technology Fee $25.00
8/16/2017 State Building Code Surcharge Fee $4.50
Total Due: $90.24
Total Payment: $0.00
Balance Due: $90.24
CALL FOR 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
Boise Cascade Single 2 x 6 DFL #2 Roof Beam\RB02
— - Dry 1 span I No cantilevers 1 5/12 slope August 22, 2017 09:58:57
BC CALCO Design Report"
Build 6080 File Name: BC CALC Project ,�,(7
Job Name: Description: Designs\RB02
Address: Specifier: G
City, State Zip: Designer:
Customer: Company:
Code reports: WCLIB/WWPA Misc:
12
t
I. . r .r : r a i ♦ �r v e r y . r . r . v v
09-00-00
BO B1
Total Horizontal Product Length=09-00-00
Reaction Summary (Down I Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
BO, 3-1/2" 82/0 113/0
B1, 3-1/2" 82/0 113/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf.Area (lb/ft"2) L 00-00-00 09-00-00 16 25 01-00-00
Controls Summary Value %Allowable Duration Case Location Disclosure
Pos. Moment 395 ft-Ibs 51.3% 115% 4 04-06-02 Completeness and accuracy of input must
End Shear 182 Ibs 16% 115% 4 00-03-08 be verified by anyone who would rely on
Total Load Defl L/607 (0.183") 29.6% n/a 4 04-06-02 output as evidence of suitability for
Live Load Defl. L/999 0.106" n/a n/a 5 04-06-02 Particular application.Output here based
( ) on building code-accepted design
Max Defl. 0.183" 18.3% n/a 4 04-06-02 properties and analysis methods.
Span-/Depth 18.6 n/a n/a 0 00-00-00 Installation of Boise Cascade engineered
Squash Blocks Valid wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
%Allow %Allow or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.
BO Post 3-1/2"x 1-1/2" 195 Ibs n/a 6% Unspecified
B1 Post 3-1/2"x 1-1/2" 195 Ibs n/a 6% Unspecified BC CALCO,BC FRAMERO,AJST"
ALLJOISTO,BC RIM BOARDTM,BCIO,
BOISE GLULAMT"' SIMPLE FRAMING
Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length SYSTEMO,VERSA-LAM@,VERSA-RIM
Plumb Cut with Hanger to dbl, top plate 5/12 6" 09-00-00 09-11-05 PLUSO,VERSA-RIMO,
VERSA-STRAND@,VERSA-STUDO are
Notes trademarks of Boise Cascade Wood
Products L.L.C.
Design meets Code minimum (L/180) Total load deflection criteria.
Design meets Code minimum (L/240) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design based on Dry Service Condition.
The analysis of solid sawn wood members is in accordance with the NDS and is limited to th
output shown above. All other support and design for these products, including but not CITY OF MR-LINGTON
limited to notching, connections, installation, and engineer/architect certification is the
responsibility of the project's design professional of record. BUILDING DEPARTMENT
APPROVED
DATIM „�`
NO CHANGES AUTHORIZED
Y UNLESS APPROVED BY THIJ
VPOFFICE O�S p BUILDING INSPECTOR
C
Page 1 of 1
VWAIAW3 rolt
®Boise Cascade Single 4 x 8 DFL #2 Roof Beam\RB01
Dry 1 span I No cantilevers 1 5/12 slope August 22, 2017 10:00:39
BC CALC®Design Report -_-
Build 6080 File Name: BC CALC Project
Job Name: Description: Designs\RB01
Address: Specifier:
City, State, Zip: , Designer: ]
Customer: Company:
Code reports: WCLIB/WWPA Misc:
12
08-00-00
BO B1
Total Horizontal Product Length=08-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
BO, 3-1/2" 675/0 1,005/0
B1, 3-1/2" 675/0 1,005/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf. Area (lb/ft"2) L 00-00-00 08-00-00 16 25 10-00-00
Controls Summary Value %Allowable Duration Case Location Disclosure
Pos. Moment 2,977 ft-Ibs 87.4% 115% 4 03-11-11 Completeness and accuracy of input must
End Shear 1,553 Ibs 44.4% 115% 4 00-03-08 be verified by anyone who would rely on
Total Load Defl. L/488 (0.201") 36.9% n/a 4 03-11-11 output as evidence of suitability for
Live Load Defl. L/999 . n/a n/a 5 03-11-11 particular application.Output here based
012"
( ) on building code-accepted design
Max Defl. 0.201" 20.1% n/a 4 03-11-11 properties and analysis methods.
Span / Depth 12.5 n/a n/a 0 00-00-00 Installation of Boise Cascade engineered
Squash Blocks Valid wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
%Allow %Allow or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.
BO Post 3-1/2"x 3-1/2" 1,680 Ibs n/a 21.9% Unspecified
B1 Post 3-1/2"x 3-1/2" 1,680 Ibs n/a 21.9% Unspecified BC CALC®,BC FRAMER@,AJST"'
p ALLJOISTO,BC RIM BOARDTM,BCI®,
BOISE GLULAMT"' SIMPLE FRAMING
Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length SYSTEMO,VERSA-LAM®,VERSA-RIM
Plumb Cut with Hanger to dbl. top plate 5/12 7-7/8" 08-00-00 08-11-00 PLUS®,VERSA-RIMY,
VERSA-STRAND®,VERSA-STUD®are
Notes trademarks of Boise Cascade Wood
Products L.L.C.
Design meets Code minimum (L/180)Total load deflection criteria.
Design meets Code minimum (L/240) Live load deflection criteria.
Design meets arbitrary(1") Maximum Total load deflection criteria.
Design based on Dry Service Condition.
The analysis of solid sawn wood members is in accordance with the NDS and is limited to the
output shown above. All other support and design for these products, including but not
limited to notching, connections, installation, and engineer/architect certification is the
responsibility of the project's design professional of record.
Page 1 of 1
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Permit Information
Date 8/10/2017
Permit Number 1588
Project Name Swirtz
Applicant Name Ron Swirtz
Applicant Address 207 N Gifford
City,State,Zip Arlington,WA 98223
Contact Ron Swirtz
Phone 360-435-8371
Email
Permit Type Residential Alteration
Site Address 207 N Gifford Avenue
Valuation 600.00
Status Applied
Permit Issued
Permit Expires
Square Feet 112
Type of Construction/Occupancy Load
Number of Stories 0
Proposed Use Frame in floor area for future addition
Assigned To Kristin Foster
Property Information Owner Information
Parcel#:00455400300600 SWIRTZ RON/NANCY
SWIRTZ RON/NANCY 450 E BURKE
207 N GIFFORD ARLINGTON,WA 98223
Contractors
Contractor Name Primary Contact Phone Email Contractor Type License License#
Ron Swirtz IlRon Swirtz 360-435-8371 4PPLICANT
Review
Date T pe Description I Tar et Date Com leted Date I Assigned To Status
3/10/2017 lResidential Renovation 8/17/2017 JlRick Karns lin Review
Fees
Fee Description Notes Amount
Processin /Technolo y Feel 341.43.00.02 ]HE $25.00
Total $25.0
Uploaded Files Upload Fife
Date File Uploaded B
8/10/2017 3:47:42 PM 1588 Application...df Foster, Kristin X
8/10/2017 3:47:42 PM 1588 Plans.odf Foster, Kristin x
RESIDENTIAL PERMIT APPLICATION
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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: 7.O -7 AJ, /,:�LZF Plat:
❑ Single-family ❑ Duplex ❑ Townhouse ❑ Addition Accessory structure
Proposed Area: 15' Floor: _ < 2nd Floor: Garage: Total SF:
Describe Proposal (include cross street):
Valuation: _0ty
Owner: r,�_n� = AJ,4Ale�a S cy;m
Address: ,2 D 7 �4!:,2� ,�C1I2,h City: C State: Zip Code:-�
Phone: _j !� 6 ' S3 I/ Email:
Applicant: ��c 4 i✓ .5cf-Iiip— 4-�
Address: Z y "> /N /2'11 ,6�25,7.a City:114-�4,i State: k_ Zip Code: 2ff Z "
Phone: 3 /a D_ �S'� �� �/ Email:
Contractor:
Address: City: State: Zip Code:
Phone: Email:
Contact Person: License Number: Expiration:
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MV 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 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#
El Other(list) x
/ Plumbing Section Continued
Proposed Water Piping e: Proposed DWV Material.-
Proposed Piping erial: 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)
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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 9.4ipment is involved)
Select proposed appliances:
Furnace(80+) Model# 'AFUE
❑ Heat Pump Model# SEER HSPE
AC Unit Model# SEER
Type Il Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping
❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System
❑ Fireplace Insert ❑ Outdoor BBQ Q Storage Tank
Freestanding Stove ❑ Gas Piping ❑ Other
Gas Piping Information
Not Applicable: ❑
Pipe Material: Pipe Size: Total BTU's of all Appliances:
Distance from Mefer 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: �— l
Print Applicants Name:
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Permit#: 1588
Permit Date: 08/10/17
Permit Type: RESIDENTIAL ALTERATION
Project Name: Swirtz
Applicant Name: Ron Swirtz
Applicant Address: 207 N Gifford
Applicant, City, State, Zip: Arlington,WA 98223
Contact: Ron Swirtz
Phone: 360-435-8371
Email:
Scope of Work: Frame in floor area and re-build addition to main home.
Valuation: 600.00
Square Feet: 112
Number of Stories: 0
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 08/16/2017
Permit Expires:
Form Permit Type:
Status: COMPLETE
Assigned To: Kristin Foster
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
00455400300600 207 N GIFFORD SWIRTZ RON/ 111 Single Family
NANCY Residence-Detached
Contractors
Contractor Primary Contact Phone Address Contractor Type License License
Ron Swirtz Ron Swirtz 360-435-8371 207 N Gifford Ave APPLICANT
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
R20.
08/22/2017 ADDITION/ALTERATION Approved
FINAL
Plan Reviews
Date Review Type Description Assigned To Review Status
08/10/2017 RESIDENTIAL approved with red lines z.Rick Karns
ALTERATION
Fees
Fee Description Notes Amount
Processing/Technology $25.00
Building Permit Table 4-1 $36.81
Building Plan Review Table 4-2 $23.93
State Surcharge- 1st DU Residential- 1st Unit $4.50
Total $90.24
Attached Letters
Date Letter Description
08/16/2017 Building Permit
Payments
Date Paid By Description Payment Type Accepted By Amount
08/16/2017 Ron Swirtz check#3501 Launa Black $90.24
Outstanding Balance $0.00
Uploaded Files
Date File Name
08/23/2017 2551345-1588 Issued Permit Lpdf
08/23/2017 2551324-1588 Calcs and Plans.pdf
08/16/2017 2532955-1588 Issued Permit.pdf
08/10/2017 2518614-1588 Plans.pdf
08/10/2017 2518615-1588 Application.pdf