HomeMy WebLinkAbout18404 Noble Dr_BLD2613_2026 NOTICE
TO PERMITEE AND/OR OWNER
PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY ❑ APPROVED
PERMIT#: AMJPM DATE:
JOB ADDRESS: LOT#:
PROJECT:
TYPE OF INSPECTION: /�,_ 1 {,:,� , , G� JA- l/i L
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
I5 }( LOA rl I NI-, SL•rizf✓l4
'114,oa<z)gs &1u 1 rl
THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BY LAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE
Cl PLANNING / CIVIL /ClUILDING CITY OF ARLINGTON „�;
i
l �
NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL CORRECTIONS REQUIRED
❑ DO NOT OCCUPY ❑ APPROVED
j �
PERMIT#: ,`� 11M PM DATE:
JOB ADDRESS- � ` i� I �j I<= d..'`( • LOT#•
PROJECT: '0l (( i Q
TYPE OF INSPECTION:
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
Y
//
O PLANNING 0 CIVIL 7BUILDING •� o•
/ CITY OF ARLINGTON
/
/-. I -O 1
NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY ❑ APPROVED
PERMIT#: LOT#: DATE:
JOB ADDRESS: Ito, I(A KloyIL _ we
TYPE OF INSPECTION: �J I ty m 1 .\", f "1
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY
WITH CURRENT BUILDING AND/OR PLANNING CODES.
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND !
PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH
APPROVED PLAN AND PERMIT OR REMOVE IT.
❑ 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
XBIJILDING DEPT.
O PLANNING DEPT. CITY OF ARLINGTON '�< •
ii
NOTICE
TO PERMITEE AND/OR OWNER
PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY ❑ APPROVED
PERMIT#:to > '"GPI _nM/I'M_ 1DATl.: io . i✓•z-��-C�
JOB ADDRESS: I(C)�Ud �IO�Jc _ % LOT#:
PROJECT:
TYPE OF INSPECTION:
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
THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BYLAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE
0 PLANNING M CIVIL BUILDING CITY OF ARLINGTON ' , ,
GiTY OF ARLh4GTON
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
PHONE; (360) 403-3551
BUILDING PERMIT
Address:18404 Noble Drive Permit#:2613
Parcel#:00738500402900 Valuation:7000.00
OWNER APPLICANT CONTRACTOR
Name:MCCLURE ROBERT&WENDLELYNN Name:Robert McClure Name:Robert McClure
Address:MCCLURE WENDLELYNN R 18404 Address:18404 Noble Drive Address: 18404 Noble Drive
NOBLE DR
City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223
Phone: Phone:360-770-8240 Phone:360-770-8240
LIC: EXP:
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: ADU CODE YEAR: 2015
STORIES: CONST.TYPE:
DWELLING UNITS: 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 Arlington must be reported on your sales tax return form
ity of
ington#310
tom o 6 A.,V'_4
Signature Print Name Date Released By Dat
CONDITIONS
Adhere to approved plans and red-lines. Call for inspections.
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
6/26/2019 Building Permit Fee $203.80
6/26/2019 Building Plan Review Fee $132.47
6/26/2019 ProcessinglTechnology Fee $25.00
6/26/2019 State Building Code Surcharge Fee $6.50
Total Due: $367.77
Total Payment: $0.00
Balance Due: $367.77
CALL FOR INSPECTIONS
BUILDING(360)403-3417
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
Permit Information
Date 6/17/2019
Permit Number 2613
Project Name McClure
Applicant Name Robert McClure
Applicant Address 18404 Noble Drive
City, State,Zip Arlington,WA 98223
Contact Robert McClure
Phone 360-770-8240
Email bvwomc@gmail.com
Permit Type ADU
Site Address 18404 Noble Drive
Valuation 7000.00
Status Applied
Permit Issued
Permit Expires
Square Feet 0
Type of Construction/Occupancy Load uB
Number of Stories 2
Proposed Use Addition of ADU to SFR
MIC/Opportunity Zone
Assigned To Building
Property
Parcel Address Legal Owner Owner Phone Zoning
00738500402900 118404 NOBLE DR MCCLURE ROBERT$WEN DLELYNN 111 Single Family Residence-Detached
Contractors
Contractor Name Primary Contact Phone Email Contractor Type License License#
Robert McClure IRobert McClure 60-770-8240 )wvcmc mail.com OWNER I
Review
Date Type Description I Target Date Completed Date Assi ned To Status
3/17/2019 Residential Renovation 3/24/2019 "Not Assigned Iln Review
Upload File
Uploaded Files rr
i_.--
Date File Uploaded B
6/17/2019 9:44:30 AM 12613 Application.pdf Foster.Kristin )C
`'` ° RESIDENTIAL PERMIT APPLICATION
7
Department of Community& Economic Development
�LrN ` 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 IJobl e- Plat:
Single-family ❑ Duplex ❑ Townhouse ❑ Addition Accessory structure
z 01
y
Proposed Area: 1st Floor: 789 4 2nd Floor: Garage: Total SF:
Describe Proposal (include cross street):
Valuation: 7,
Owner: w eelcyal ro.-I MC 0 v1-4L__
Address: 16404 o � '0-r, City: nc State: Zip Code:5eZ7-3
Phone- Email: bws/6na. a rr i ( P Cc—
Applicant: K ovi,_ct Kx-omot-.•
Address: cS n_,vx e_ City: State: Zip Code:
Phone: tt Email:
Contractor: c�1
Address: City: State: Zip Code:
Phone: Email:
Contact Person: License Number: Expiration:
6/16LP Page 1 of 3
°°Y RESIDENTIAL PERMIT APPLICATION
Department of Community& Economic Development
y
�l�NG`t 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 Q' 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
Y ° RESIDENTIAL PERMIT APPLICATION
c - �
Department of Community& Economic Development
y
IN 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
LJ Freestanding Stove Gas Piping&-V,S•�:�x� / ❑ Other
Gas Piping Information
Not Applicable: ❑
Pipe Material: �LR-o�J 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: �'t-" r' C Date:
Print Applicants Name: L u w,-e-
6/16LP Page 3 of 3
B gingering
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PROJECT, DAM
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CLIENTi PAGE NO., Z
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CIVIL AND STRUCTURAL ENGINEERING
9802 29th Avenue West, #B 102, Everett, WA 98204
3
Tillie: Job#
Dsgnr: Date: 9:44AM, 5 JUN 06
Description
Scope
I Rev: 580004
iUserKw-0602685 Ver 5 8 0.1-Dec-2003 General Timber Beam Page 1
(01963-2003 ENERCALC Engineering Software 2106 ecv:Calculations
Description New Beam at Living Room
General Information Code Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user define
Section Name 5.125x13.5 Center Span 15.00 it Lu 0.00 ft
Beam Width 5.125 in Left Cantilever it ....Lu 0.00 ft
Beam Depth 13.500 in Right Cantilever ft . .. . .Lu 0.00 ft
Member Type GluLam Douglas Fir,24F-V4
Fb Base Allow 2,400.0 psi
Load Dur.Factor 1.000 Fv Allow 240.0 psi
Beam End Fixity Pin-Pin Fc Allow 650.0 psi
E 1,800.0 ksi
Full Length Uniform Loads
Center DL 650.00#/ft LL #/ft
Left Cantilever DL #/ft LL #/ft
Right Cantilever DL #/ft LL #/ft
Trapezoidal Loads
#1 DL @ Left 600.00 #/ft LL @ Left #/ft Start Loc 10.000 ft
DL @ Right 600.00 #/it LL @ Right #/ft End Loc 15.000 ft
Summary Beam Design OK
Span=15.00ft, Beam Width=5.125in x Depth=13.5in, Ends are Pin-Pin
Max Stress Ratio 0.714 : 1
Maximum Moment 22.2 k-ft Maximum Shear 1.5 90 k
Allowable 31.1 k-ft Allowable 16.6 k
Max.Positive Moment 22.22 k-ft at 8.280 ft Shear: @ Left 5.37 k
Max.Negative Moment -0.00 k-ft at 15.000 ft @ Right 7.37 k
Max @ Left Support 0.00 k-ft Camber: @ Left 0.000in
Max @ Right Support 0 00 k-ft @ Center 0.721 in
Max.M allow 31.13 Reactions... @ Right 0 000in
fb 1,713.10 psi fv 130 62 psi Left DL 537 k Max 5.37 k
Fb 2,400.00 psi Fv 240.00 psi Right DL 7.37 k Max 7.37 k
Deflections
Center Span... Dead Loa Total Load Left Cantilever... Dead Load Total Load
Deflection -0.481 in -0.481 in Deflection 0.000 in 0.000 in
...Location 7.680 ft 7.680 ft ...Length/Defl 0.0 0.0
...Length/Defl 374.3 374.28 Right Cantilever...
Camber(using 1.5`D.L.Defl)... Deflection 0.000 in 0.000 in
@ Center 0.721 in ...Length/Defl 0.0 0.0
@ Left 0.000 in
@ Right 0.000 in
Stress Calcs
Bending Analysis
Ck 22.210 Le 0.000 ft Sxx 155.672 in3 Area 69.188 in2
Cv 1.000 Rb 0.000 Cl 0.000
Max Moment Sxx Req'd Allowable fb
@ Center 22.22 k-ft 111.12 in3 2,400.00 psi
@ Left Support 0.00 k-ft 0.00 in3 2,400.00 psi
@ Right Support 0.00 k-ft 0.00 in3 2,400.00 psi
Shear Analysis @ Left Support @ Right Support
Design Shear 7.01 k 904 k
Area Required 29.206 in2 37.656 in2
Fv:Allowable 240.00 psi 240.00 psi
Bearing @ Supports
Max. Left Reaction 5.37 k Bearing Length Req'd 1.614 in
Max.Right Reaction 7.37 k Bearing Length Req'd 2.214 in
t �
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1
Title: Job
Dsgnr: Date: 10:10AM, 5 JUN 06
Description
Scope:
Rev: 580006
User KW-0602665.vasa0.1-Dec-2003 Timber Column Design
Page 1
�(C11983.2003 ENERCALC Engmeenng Software 2106 ecw CaIwlaUons
Description Posts
General Information -de Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined
Wood Section 4x6 Total Column Height 8.00 ft
Rectangular Column Load Duration Factor 1.00
Column Depth (along y-y axis) 5.50in Fc 1,500.00 psi
Width (along x-x axis) 3.50 in Fb 1,000.00 psi
Sawn E-Elastic Modulus 1,700 ksi
Douglas Fir-Larch,No.1
Unbraced length for y-y"axis sideways deflection 8.00 ft
Unbraced length for"x-x"axis sideways deflection 8.00 ft
Lu XX for Bending 8.00 ft
Loads - - ---- - --�
Dead Load Live Load Short Term Load_
Axial Load 10.500.00 lbs 0.00 lbs 0.00 lbs
Eccentricity 0.00Oin
Summary Column OK
Using : 4x6, Width= 3 50in, Depth= 5.50in, Total Column Ht=8.00ft
DL+LL DL+LL+ST DL+ST
fc:Compression 545.45 psi 545.45 psi 545.45 psi
Fc:Allowable 607.19 psi 607.19 psi 607.19 psi
fbx :Flexural 0.00 psi 0.00 psi 0.00 psi
F'bx:Allowable 1,289.73 psi 1,289.73 psi 1,289.73 psi
Interaction Value 0.8983 0.8983 0.8983
Stress Details J
Fc:X-X 607 19 psi For Bending Stress Calm.. �
Fc:Y-Y 1,148.31 psi Max k'Lu/d 5000
F'c:Allowable 607.19 psi Le:Bending 14.72 ft
F'c:Allow.Load Dur Factor 607.19 psi (Lu-xx 'NDS Table 3.3.3 factor)
F'bx 1,289.73 psi Rb:(Le d/b12)".5 8.905
F'bx'Load Duration Factor 1,289.73 psi Min.Allow k'Lu/d 11.00
Cf:Bending 1.300
For Axial Stress Caics...
Cf:Axial 1.100
Axial X-X k Lu/d 27.43
Axial Y-Y k Lu/d 17.45
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STRUCTURAL NOTES
CODE REQUIREMENTS
ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL
BUILDING CODE, 2003 EDITION.
GENERAL
CONTRACTOR SHALL PROVIDE BRACING OR SUPPORT REQUIRED FOR TEMPORARY
CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED
DURING ERECTION.
THE STRUCTURAL DESIGN IS BASED ON THE FOLLOWING, FOR ADDITIONAL
REQUIREMENTS SEE THE SPECIFICATION SECTIONS.
DESIGN LOADS
LIVE LOADS: FLOOR
50 PSF - LIVE LOAD REDUCTION NOT USED
ROOF
FLAT ROOF SNOW LOAD, Pf = 25 PSF
FOUNDATIONS
ASSUMED ALLOWABLE SOIL BEARING PRESSURE IS 1500 PSF.
CONCRETE
CONCRETE SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD
301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" .
AN AIR ENTRAINING ADMIXTURE SHALL BE ADDED TO ALL CONCRETE EXPOSED
TO EARTH OR WEATHER. PROVIDE 5% + 1% ENTRAINED AIR.
MAXIMUM SLUMP SHALL BE 4" AT TIME OF PLACING.
f'c MIN SACKS OF SPECIAL INSP. USE
CEMENT PER REQUIRED
CY OF CONCR.
2000 5 NO SLAB ON GRADE
REINFORCING STEEL
ASTM A-615 DEFORMED BARS GRADE 60 (fy = 60 KSI) FOR BAR SIZES NO. 5
& LARGER, GRADE 40 (fy = 40 KSI) FOR NO. 3 & NO. 4 BARS. ASTM A-185
(fy = 75 KSI) FOR SMOOTH WELDED WIRE FABRIC. PROVIDE 40 DIAMETER LAP
SPLICES, 24" MIN. REINFORCEMENT FOR SLABS ON GRADE SHALL BE WWF 6X6 W1.4
X W1.4 UNLESS NOTED OTHERWISE.
MINIMUM CONCRETE COVER SHALL BE:
CONCRETE CAST AGAINST EARTH ------- 3"
FORMED SURFACE EXPOSED TO
EARTH OR WEATHER ----------------- 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER
OR EARTH ------------------------- 3/4"
PG ct
STRUCTURAL STEEL
STRUCTURAL STEEL AND MISC. CONNECTION MATERIAL SHALL BE ASTM A36,
Fy = 36 KSI
STRUCTURAL TUBE, ASTM A-500, GRADE B.
STRUCTURAL PIPE SHALL BE ASTM A-501
WOOD CONNECTION BOLTS SHALL BE ASTM A-307
ANCHOR BOLTS SHALL BE ASTM A-307
SAWN LUMBER
SAWN LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB
STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16 LATEST EDITION.
SPECIES AND GRADE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON
DRAWINGS:
USE Fb BASE VALUE (DOUGLAS FIR)
WALL STUDS & BLOCKING
2" TO 4" THICK, 4" WIDE 550 PSI
2" THICK, 6" & WIDER 675 PSI
WALL PLATES
2 X 4 550 PSI
2 X 6 675 PSI
JOISTS 1000 PSI
BEAMS & LEDGERS
4" THICK 1000 PSI
BEAMS & POSTS
6" THICK 1150 PSI
FRAMING NOTES
FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE AS
MANUFACTURED BY SIMPSON COMPANY (OR APPROVED EQUAL) . ATTACH
JOISTS TO FLUSH HEADERS AND BEAMS WITH SIMPSON "U" SERIES JOIST
HANGERS TO SUIT THE JOIST SIZE. NAILS SHALL BE COMMON.
NAILING NOT SHOWN SHALL BE PER TABLE 2304 .9.1 OF THE IBC. PROVIDE
SOLID BLOCKING AT BEARING POINTS.
GLUED LAMINATED MEMBERS
GLUED LAMINATED MEMBERS SHALL HAVE AITC IDENTIFICATION
MARK. COMBINATION SYMBOL SHALL BE DF/DF 24F-V4 FOR SIMPLE SPAN BEAMS
AND 24F-V8 FOR CANTILEVERED BEAMS. ONE COAT OF END SEALER SHALL BE
APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD.
INSPECTION
INSPECTIONS SHALL BE AS REQUIRED BY BUILDING DEPARTMENT
OFFICIALS
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OWNER: R06ERT MCCURE `
® NUMEER: 00738500402900 JITI 3 2006PROJECT 05CALf "25 20'
20'
NORTH
ARCHITECCURE
1'I(a(aLIJRI IiASEMl+NT R 1'I()l)l+TJ PLANNING
ESIGN
18`404 N0BLI�, 1)li. MINAKER
A1'1ington, `VA 800 ARCHITECTURE
P.S.
a
NOTICE
TO PERMITEE AND/OR OWNER
PARTIAL APPROVAL Cl CORRECTIONS REQUIRED
❑ DO NOT OCCUPY ❑ APPROVED
PERMIT#: ao D' AM PM i DATE:
JOB ADDRESS: `' I C`- ; I - LOT#:
PROJECT:
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
SL �fG(d1J4
THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BYLAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
/"-'&
INSPECTOR DATE r
Cl PLANNING Cl CIVIL 1BUILDING CITY OF ARLINGTON
i
NOTICE
TO PERMITEE AND/OR OWNER
Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY APPROVED
PERMIT#: rz w;� LOT#: !DATE: G Z`l 1 -1
JOB ADDRESS: `I i t- 4_ „_ TI
TYPE OF INSPECTION:
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY
WITH CURRENT BUILDING AND/OR PLANNING CODES.
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH
APPROVED PLAN AND PERMIT OR REMOVE IT.
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
Cl 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
u:ie
THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BY LAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
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INSPECTOR DATE 1
/_BUILDING DEPT i
0 PLANNING DEPT. CITY OF ARLINGTON I�
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�``Y RESIDENTIAL PERMIT APPLICATION
Department of Community& Economic Development
7►� Z 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: Ise 6ril Piobl e- Plat:
( Single-family ❑ Duplex ❑ Townhouse ❑ Addition Accessory structure
C�.ee. loa.�aw�
Proposed Area: 1st Floor: / 9 2"d Floor: Garage: 4�)' Total SF: !�
Describe Proposal (include cross street):
'V
Valuation:
Owner: M C C urL
Address: 16404 04 �AnC� '0r, City: kr t-, n �State: ( -)/1 Zip Code:
Phone: �AAB�, � �4 Email: bwgcmc�D ,�'f( . C�
�Applicant: _204 kkc-c` ,.,,,4_
Address: c e- City: State: Zip Code:
Phone: Email:
Contractor:
Address. City: State: Zip Code:
Phone: Email
Contact Person: License Number: Expiration:
1�t�7 7W?
6/16LP Page 7 of 3
n' o'
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 ,I 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�lt'YG�O'I 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
Ll Fireplace Insert ❑ Outdoor BBQ [aStorage Tank
LJ Freestanding Stove Gas Piping6&V �,,J\! ❑ Other
Gas Piping Information
Not Applicable: ❑
Pipe Material: tLR-c,�J 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
C /
Applicant Signature: Date:
0
Print Applicants Name: . ��
6/16LP Page 3 of 3
J
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�•
NOTICE
V
TO PERMITEE AND/OR OWNER
PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY ❑ APPROVED
PERMIT#: �� AM PM DATE: C. •�
JOB ADDRESS: LOT#:
PROJECT:
TYPE OF INSPECTION: ,.
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 BY LAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE
0 PLANNING Cl CIVIL 1 BUILDING CITY OF ARLINGTON
NOTICE
l-o
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL tCORRECTIONS REQUIRED
❑ DO NOT OCCUPY ❑ APPROVED
PERMIT#: J l % `AM PM DATE: `
JOB ADDRESS: �� �, �. IF 1 Y • LOT#:
PROJECT: 6 ✓
TYPE OF INSPECTION:
MOTHER: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.
Cl 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
Z%
INSPECTOR DATE
OPLANNING O CIVIL -I BUILDING CITY OFARLINGTON
l O
�k0u�c,-, NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
Cl DO NOT OCCUPY ❑ APPROVED
PERMIT#:RD-GIG LOT#: I DATE:
JOB ADDRESS: �U5� It j'--! J�I()1 S e. -
TYPE OF INSPECTION:
I �
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY
WITH CURRENT BUILDING AND/OR PLANNING CODES.
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH
APPROVED PLAN AND PERMIT OR REMOVE IT.
❑ 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
�Vsf �!—
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BYLAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
�:7� Z/--,:7
INSPECTOR' DATE
r-(BUILDING DEPT.
O PLANNING DEPT.
CITY OF ARLINGTON
CITY OF ARLINGTON
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
- ` PHONE; (360) 403-3551
BUILDING PERMIT
Address:18404 Noble Drive Permit#:2613
Parcel#:00738500402900 Valuation:7000.00
OWNER APPLICANT CONTRACTOR
Name:MCCLURE ROBERT&WENDLELYNN Name:Robert McClure Name:Robert McClure
Address:MCCLURE WENDLELYNN R 18404 Address:18404 Noble Drive Address: 18404 Noble Drive
NOBLE DR
City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223
Phone: Phone:360-770-8240 Phone:360-770-8240
LIC: EXP:
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: ADU CODE YEAR: 2015
STORIES: CONST.TYPE:
DWELLING UNITS: 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. 1BC110/IRC110.
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
ny of ington#310
o �' Z� ��
Signature Print Name Date Released By Dst
CONDITIONS
Adhere to approved plans and red-lines. Call for inspections.
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
6/26/2019 Building Permit Fee $203.80
6/26/2019 Building Plan Review Fee $132.47
6/26/2019 Processing/Technology Fee $25.00
6/26/2019 State Building Code Surcharge Fee $6.50
Total Due: $367.77
Total Payment: $0.00
Balance Due: $367.77
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
Permit#: 2613
Permit Date: 06/17/19
Permit Type: ACCESSORY DWELLING UNIT
Project Name: McClure
Applicant Name: Robert McClure
Applicant Address: 18404 Noble Drive
Applicant, City, State, Zip: Arlington,WA 98223
Contact: Robert McClure
Phone: 360-770-8240
Email: bwvomc@gmail.com
Scope of Work: Addition of ADU to SFR
Valuation: 7000.00
Square Feet: 0
Number of Stories: 2
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 06/27/2019
Permit Expires:
Form Permit Type:
Status: COMPLETE
Assigned To: BUILDING
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
MCCLURE
00738500402900 18404 NOBLE DR ROBERT& Residence
Single Family
-Detached
WENDLELYNN
Contractors
Contractor Primary Contact Phone Address Contractor Type License License
#
Robert McClure Robert McClure 360-770-8240 18404 Noble Drive OWNER
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
10/13/2020 R20.ACCESSORY Final,OK to occupy 10/13/2020 10/13/2020 BUILDING Completed
STRUCTURE
FINAL
R20.ACCESSORY
05/26/2020 STRUCTURE Mechanical&Framing 05/26/2020 05/26/2020 Approved
FINAL
08/29/2019 R20.SFR/DUPLEX 08/29/2019 BUILDING Completed
FINAL
R20.ACCESSORY
07/18/2019 STRUCTURE AM 07/18/2019 BUILDING Completed
FINAL
Plan Reviews
Date Review Type Description Assigned To Review Status
06/17/2019 RESIDENTIAL *Not Assigned
ALTERATION
Fees
Fee Description Notes Amount
Building Permit Table 4-1 $203.80
Building Plan Review Table 4-2 $132.47
Processing/Technology $25.00
State Surcharge- 1st DU Residential- 1st Unit $6.50
Total $367.77
Attached Letters
Date Letter Description
06/26/2019 Building Permit
Payments
Date Paid By Description Payment Type Accepted By Amount
06/27/2019 Robert McClure 75909944 iTransact CC $367.77
Outstanding Balance $0.00
Uploaded Files
Date File Name
09/23/2021 9747698-2613 IC 7.18.2019.pdf
09/23/2021 9747699-2613 IC 10.13.2020 Final.pdf
09/23/2021 9747700-2613 IC 2.24.2020 Framin9,pdf
01/15/2020 6113706-2613 8-29-19IC.pdf
01/06/2020 6055208-2613 9-11-19IC.pdf
06/27/2019 5256121-2613 signed pgrmit.pdf
06/17/2019 5206004-2613 Application.pdf
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