HomeMy WebLinkAbout18603 32ND AVE NE_BLD2456_2026 5
NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED j
❑ DO NOT OCCUPY YAPPROVED
PERMIT#: LOT#: DATE: �{ J
JOB ADDRESS: ! r '5
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.
❑ 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 BYLAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE/
/D BUILDING DEPT.
Cl PLANNING DEPT CITY OF ARLINGTON 7
a
i
i
NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY XAPPROVED
PERMIT#: —�� (T LOT#: DATE:
JOB ADDRESS:
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.
❑ 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
BUILDING DEPT.
o PLANNING DEPT. CITY OF ARLINGTON ,� ,
NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY APPROVED
PERMIT#: -t�cf-4 LOT#: DATE: -
JOB ADDRESS: _ �\-,r �r
TYPE OF INSPECTION: v1
❑ 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 Cl CALL FOR REINSPECTION
LA
THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BYLAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3411/7
S/Z?
INSPECTOR DATE
1'-IBUILDING DEPT.
-1 PLANNING DEPT. CITY OF ARLINGTON
l
05
NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED
❑ DO NOT OCCUPY XAPPROVED
PERMIT#: LOT#: DATE:
JOB ADDRESS: I ,
TYPE OF INSPECTION: f�,
❑ 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.
Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION
2 - L II"5� 1
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BY LAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
S �3 l
INSPECTOR DATE
/B UILDING DEPT.
O PLANNING DEPT. CITY OF ARLINGTON .
UTY OF ARLINGTON
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
PHONE; (360) 403-3551
BUILDING PERMIT
Address:18603 32nd Ave NE Permit#:2456
Parcel#:00901400000600 Valuation: 15000.00
OWNER APPLICANT CONTRACTOR
Name:CHARLES FRANCIS&ERIN Name:TND Construction Name:TND Construction
Address: 18603 32ND AVE NE Address:112 288th St NW Address: It 2 288th St NW
City,State Zip:ARLINGTON,WA 98223-7894 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223
Phone: Phone:425-471-5001 Phone:425-471-5001
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: Residential Alteration 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.
S E TAX lY TI F 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 t n#3101.
7� Jay s�r� �'� 0 -3
'e�lsignArc Print Name Date Released By LAtc
CONDITIONS
Call for final inspection after trusses are installed
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
3/27/2019 Building Permit Fee $368.76
3/27/2019 Building Plan Review Fee $239.69
3/27/2019 Processing/Technology Fee $25.00
Total Due: $633.45
Total Payment: $239.69
Balance Due: $393.76
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
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Permit Information
Date 3/18/2019
Permit Number 2456
Project Name 18603 32nd Ave NE Roof
Applicant Name TND Construction
Applicant Address 112 288th St NW
City,State,Zip Arlington,WA 98223
Contact Terry Johnson
Phone 425-471-5001
Email terry.tndconstruction@gmail.com
Permit Type Residential Alteration
Site Address 18603 32nd Ave NE
Valuation 15000.00
Status Applied
Permit Issued
Permit Expires
Square Feet 0
Type of Construction/Occupancy Load Residential Alteration
Number of Stories 2
Proposed Use Remove and replace 8 roof truss damaged by tree
Assigned To Raelynn Jones
Property
Parcel Address Leq_al Owner Owner Phone Zoning
00901400000600 118603 32ND AVE NE I ICHARLES FRANCIS&ERIN 111 Single Family Residence-Detached
Contractors
Contractor Name Primary Contact Phone Email Contractor Type License License#
ND Construction [Tarry Johnson 25-471-5001 errv.tndconstruction gnamail.com 1CONTRACTOR
Fees
Fee Descrintion Notes Amount
Building Permit Fee 322.10.00.00 $368.76
Building Plan Review Fee 345.83.00.00 $239.69
Processing/Technology Fee 341.43.00.02 $25.00
Total $633.45
Payments
Date Paid By Amount Descriotion Payment Type Accepted By
3/18/2019 ND Construction $239.69#2387 heck aelynn Jones
11:26:26 AM
Total $239.69 Amount Owstandinq$393.76
Uploaded Files Upload File
Date File Uploaded B
3/18/2019 10:23:51 AM 2456 Site plan a...,truss specs.pdf Jones, Raelynn �(
3/18/2019 10:23:51 AM 2456 Annlication.odf lJones,Raelvnn
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A' RESIDENTIAL PERMIT APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone (360)403-3551
I.tNC.�
THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE,
ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS
OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST
ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING
VERIFICATION MAY BE SUBMITTED PRIOR. / /�
Project Address: 19 6 C9•3 3 2,of A I--- N E. Plat:
U Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure
Proposed Area: 1s` Floor: 2nd Floor: ✓ Garage: Total SF:
Describe Proposal (include cross street): / /
fi-0An d�z cr 01-10 r e 47/4 C e/ � ryc-) )4rg 55 067 1l 4(c-,y�e'0 /gay 7�/__c.
��hdK yr �ddn ff All /
Valuation:
Owner: � ;��d��/ ��-1
Address: ,o3- 3.2-J A ,-P Ill F City: State: (-t/ A Zip Code: 9T.,123
9 61 b 7.3 y— 77 /d
Phone: Email: Yoe- /0' /5 6
Applicant: / h Gf Cv-,s /�64 c f/a =� _e�ryl J r9lih sv
Address: 21 3,3 rh St/U. City: 14rk,oeTv�-7 State: t'6�A Zip Code: y$�23
Phone: I-U5-- Y7/ — 5-00 Email: te<ry- o '�ndr-ef-rSxaGb.� «,er,'�, cv<�
Contractor:
Address: 6� City: State: Zip Code:
Phone: V" Email:
i
Contact Person: License Number: Expiration:
6/16LP Page 1 of 3
�``Y °F RESIDENTIAL PERMIT APPLICATION
y
Department of Community& Economic Development
�l Q 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 ❑ Lavatgry (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 '
Plurbing 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
Department of Community&Economic Development
�lIYG`p 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# Z SEER HSPE
AC Unit Model# SEER
❑ Type II Hood ❑ Commercial Coo g Appliance QI Hydronic Piping
Boiler ❑ Solid-Fuel A fiance PV System
El Fireplace Insert Outdoor BQ ❑ Storage Tank
1
Freestanding Stove ❑ Gas, iping ❑ 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: c/ �f-r/ ( �� Date:
Print Applicants Name: JD y S
6/16LP Page 3 of 3
I
LA,
Horne Espafiol Contact
Search LEI
Labor i Industries
Safety&Health 0 Claims&Insurance 0 Workplace Rights 0 Trades&Licensing 19
Washington State Department of
"Labor & Industries
T N D CONSTRUCTION
Owner or tradesperson 112 288th st NW
ARLINGTON,WA 98223
Principals 425-471-5001
JOHNSON,TERRY DENNIS,OWNER SNOHOMISH County
Doing business as
T N D CONSTRUCTION
WA UBI No. Business type
601 988 307 Individual
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.
TNDCO""016P2
Effective—expiration
10/22/1999-11106/2019
Bond
STATE FARM FIRE&CAS CO $12,000.00
Bond account no.
9BC614777
Received by L&I Effective date
08/19/2009 06/29/2009
Expiration date
Until Canceled
Insurance
Arch Specialty Ins Co $1,000,000.00
Policy no.
AAU1512438
Received by L&I Effective date
10/23/2018 10125/2015
Expiration date
10/2512019
Insurance history
Sevin s
.......9....
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&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period. Help us Improve
Workers' comp
Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums.
L&I Account ID Account is closed.
981,548-00
Doing business as
TND CONSTRUCTION
Estimated workers reported
N/A
L&I account contact
T1/TYRONE COLEMAN(360)902-4807-Email:COTI235@lni.wa.gov
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
No strikes have been issued against this contractor.
Contractors not allowed to bid
No debarments have been issued against this contractor.
Workplace safety and health
No inspections during the previous 6 year period.
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Job rn,ss Truis Type oty P Terry/Tree damage
J402858& A01 C�r''`lon Supported Ga�bl 1 r/-
J` aference(optional)
The Truss Co.,Burlington,WA,98233 Run;8.240 s Jan 6 2019 Prini:8.240 s Jan 6 2019 MiTek Industries,Inc. Thu Feb 28 09:48:48 2019 Page 1
ID:4BbMoAeeBBmWiZIAOMWk95zgd30-t9pdBwB7hMrCOC12LLhWJA1 h9Fuom?YUa6Ywakzgctz
-1-8-0 6-0-0 12-0-0 13-6-0
' 1-6-0 ' 6-0-0 6-0-0 1-6-0
Scale=1:23.3
4x4=
5
8
6.00 12
ST3 7
3 1
ST1 STI
2 6 rm
Li U
0
0
14 13 12 11 10
3x4= 3x4=
12-0-0
' 12-0-0_
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP
TOLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) 0.00 9 n/r 120 MT20 185/148
TCDL(Roof Snow=2 8.0 Lumber DOL 1.15 BC 0.08 Vert CT -0.00 9 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 8 n/a n/a
t3CDL 7.0 Code IRC2015/TP12014 Matrix-SH Weight:45 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud MTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS. All bearings 12-0-0. Installation guide.
(lb)- Max Horz 2=-88(LC 8)
Max Uplift All uplift 100 lb or less atjoint(s)13,14,11,10 except 2=-145(LC 10),
8=-145(LC 10)
Max Grav All reactions 250 lb or less atjoint(s)2,8,12,13,14,11,10
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=4.2psf;BCDL=4.2psf;h-25ft;B=45ft;L=24ft;eave-2ft;Cat.II;
Exp C;Enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL-1.60 plate
grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10).This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,14,11,10 except
(jt=lb)2=145,8=145.
12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1. Received
LOAD CASE(S) Standard
LIAR 15 2019
�* t�6U
Job Truss Truss Type ory Ply Terry/Tree damage
J1028583 A02 Co—non 1 1
•:ference optional
The Truss Co.,Burlington,WA,98233 Run:8240 s Jan 6 2019 Print:8.240 s Jan o t019 M1Tek Industries,Inc. Thu Feb 28 09:48:49 2019 Page 1
10:48bM MB8mWOAOMWk95zgd30-LMN0OGCISgz3eMlEv2Dlsa r7tDbVR3dpmHU6Azgcty
-1-6-0 1 3-3-4 1 6-0-0 1 8-8-12 12-0-0 13-6-0
1-6-0 3-3-4 2-8-12 2-8-12 3-3-4 1-6-0
Scale=1:23.3
4x4=
4
6.00 V2 3x4 3x4
3 5
d
0
1 IV3
w1 2
W1
2 ti
Li
[M 0
1 10 9 g 7
2x4 I I 3x8= 2x4 11
3x4= 3x4=
3-3-4 6-" 8-8-12 1 12-0-0
3-3-4 2-8-12 2-8-12 13-3-4
LOADTCLL (Ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.02 9 >999 240 MT20 185/148
TCDL 8.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.03 9-10 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 6 n/a n/a
BCDL 7.0 Code IRC2015/TP12014 Matra-SH Weight:49Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or B-0-0 oc purlins.
BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS. (lb/size) 2=576/0-5-8 (min.0-1-8),6=576/0-5-8 (min.0-1-8) Installation guide. --
Max Horz 2=88(LC 9)
Max Uplift2=-232(LC 10),6=-232(LC 10)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-706/164,3-4=-511/164,4-5=511/164,5-6=-706/164
BOT CHORD 2-10=-54/571,9-10=-54/571,8-9=54/571,6-8=-54/571
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L-24ft;eave=4ft;Cat.11;
Exp C;Enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL-1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=232,
6=232.
8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
- _
f
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Job TruSS Truss Type Qty Ply Terry/Tree damage
J102858� A03 Ct� -lion Girder 1
3 eferc o banal
The Truss Co.,Burlington,WA.98233 Run:8.240 s Jan 6 2019 Print:8.240 s Jan 6 2019 MITek Industries.Inc. Thu Feb 28 09:48:51 2019 Page 1
ID:48bMoAeeB8mWi2JAQMWk95zgd30-HkVmpxE?_HDntgOdOTFExpfClSrWzF1 wG4maA3zgctw
3-5-4 6-0-0 1 8-6-12 12-0-0
3-5-4 2-6-12 2-6-12 3-5-4
Scale=1:18.6
4x4=
3
6.00 F12 3x4 3x4
4
2
v T1
W3
wI W2 W2 w1
t r�
5
MUS26 8 MUS26 7 MUS26 6 MUS26
2x4 11 6x8= 2x4 II
3x6 MUS26
3x6
2-0-12 1 3-5-4 -11-4 5-11-4 6-Q-0 7-11-4 ,8-6-12, 9-11-4 12-0-0
2-0-12 11-4-8 0-6-0' 2-0-0 _ 0- 112 1-11-4 0-7-8 1-4-8 2-0-12
Plate Offsets(X,Y)-- 17:0-4-0.03-121
LOADTCLL (psf)
25 0 SPACING 2-0-0 CSI. DEFL in (Iec) I/dell L/d PLATES GRIP
(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.05 7 >999 240 MT20 185/148
TCDL 8.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.08 7 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.02 5 n/a n/a
BCDL 7.0 Code IRC2015/TP12014 Matrx-SH Weight:167 lb FT=20
LUMBER- BRACING-
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x6 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud
REACTIONS. (lb/size) 1=4110/0-5-8 (min.0-2-4),5=4079/0-5-8 (min.0-2-4)
Max Horz 1=69(LC 9)
Max Upliftl=1264(LC 10),5=-1255(LC 10)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-7270/2237,2-9=5279/1652,3-9=-5263/1659,3-10=-5263/1659,4-10=-5279/1652,
4-5=-7229/2225
BOT CHORD 1-11=1945/6411,8-11=-1945/6411,8-12=-1945/6411,7-12=1945/6411,7-13=-1934/6375,
6-13=-1934/6375,6-14=-1934/6375,5-14=-1934/6375
WEBS 3-7=-1386/4467,4-7=-2008/653,4-6=-558/1908,2-7=-2052/666,2-8=-570/1950
NOTES-
1)3-ply truss to be connected together with 1 Od(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=4.2pst:BCDL=4.2psf;h=25ft;B=45ft;L-24ft;eave=oft;Cat.11;
Exp C;Enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate
grip DOL=1.60
4)TCLL:ASCE 7-10;Pf-25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)1=1264,
5=1255.
Continued on page 2
1
;:
Job Truss Truss Type oty Ply Terry/Tree damage
J1028583 B01 Co—non 5 1
;ference tiona
The Truss Co.,Burlington,WA.98233 Run,8.240 s Jan 6 2019 Print:8.240 s Jan . e019 MiTek Industries,Inc. Thu Feb 28 09:48:52 2019 Page 1
ID.,48bMoAeeBBmWiZiAOMWk95zgd3Wx380HEelbLeVgbpaBmTTOCJ9sDDlel4VkW8jVzgcty
5-3-6 10-0-4 14-9-2 19-6-0 24-2-15 28-11-13 33-8-12 39-0-0 0-6
5-3-6 4-8-14 4-8-1 4 4-8-14 4-8-1 5 4-8-15 4-8-15 5-3-4 -6-
Scale:30 6"=1'
5x6=
6
6.00 F12
3x4 3x4
5 7
30% 3x4
4 8
3x6
8 w 3x6
3x4 3 9
48
2 10
Fj LE!
M 1 + 11 m
12fa
46= 22 21 20 i9 18 17 16 i5 14 13 4x6=
20 II 4x4= 4x4= 4x8= 4x8= 4x6= 4x4= 44= 20 II 4x4 Q
5-3-6 1 10-0-4 14-9-2 19-6-0 24-2-14 28-11-12 33-8-12 37-0-0 39-0-0
5-3-6 4-8-14 4-8-14 4-8-14 4-8-14 4-8-14 4-9-0 3-3-4 2-0-0'
Plate offsets(X,Y[— [1:0-1-4,0-0-11.[5:0-1-12,0-1-81 [7:a1-12 0-1-81 110:0-3-s 0-1-8t [13:0-2-0r0-2-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.15 20 >999 240 MT20 185/148
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert CT -0.24 20 >999 180
BCLL BCDL 8.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.06 13 n/a n/a
BCDL 7.0 Code IRC2015/TP12014 Matrix-SH Weight:238 lb FT=20
LUMBER- BRACING-
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins.
BOT CHORD 2x6 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 DF Stud*Except` 6-0-0 oc bracing:11-13.
W5,W6,W7:2x4 HF No.2 WEBS 1 Row at midpt 5-18,7-18
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS. (lb/size) 1=1 467/Mechanical,13=1747/0-5-8 (min.0-2-14) Installation guide.
Max Horz 1=-279(LC 8)
Max Upliftl=-440(LC 10),13=-583(LC 10)
FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2924/874,2-3=-2494/780,3-4=-2423/796,4-23=2055/707,5-23=-1929/716,
5-6=-1634/643,6-7=-1634/643,7-24=-1803/672,8-24=-1929/663,8-9=-2054/667,
9-10=-2125/651
BOT CHORD 1-22=-671/2598,21-22=-671/2598,20-21=-499/2214,20-25=332/1828,19-25=-332/1828,
18-19=332/1828,17-18=-293/1664,17-26=293/1664,16-26=-293/1664,15-16=384/1837,
14-15=325/1567,13-14=-325/1567,11-13=-175/256
WEBS 2-21=-440/196,4-21=-60/303,4-20=-565/241,5-20=-128/511,5-18=-840/308,
6-18=-426/1105,7-18=-621/235,7-16=-47/298,8-16=270/132,10-15=-67/314,
10-13=-2147/738
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.ll;
Exp C;Enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate
grip DOL-1.60
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads.
6)`This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
cohMVWrbjbp&W2m chord and any other members,with BCDL=7.Opsf.
• .--i
I
--
07
NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY ,KAPPROVED
PERMIT#: LOT#: DATE: i
JOB ADDRESS: Tt-
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.
❑ 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
_T,6 )o-J I 4- CT-- y RUC c-.
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BY LAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE
/BUILDING DEPT.
o PLANNING DEPT. CITY OF ARLINGTON
e5
NOTICE
('( (�)l%1 _
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY /7I APPROVED
PERMIT#: LOT#: DATE: �} q
JOB ADDRESS:
TYPE OF INSPECTION: r rrti,,
❑ 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
Svc. 1"v �..
2 ;,- �-1'11 5C(;
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BYLAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
flit &-�)
INSPECTOR DATE
BUILDING DEPT.
/ O PLANNING DEPT. CITY OF ARLINGTON '�'`
Y RESIDENTIAL PERMIT APPLICATION
Department of Community& Economic Development
�'p O City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551
lING1
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: t 9 d 0'3 3 9 7 of A✓ - I v - Plat:
Ij Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure
Proposed Area: 1st Floor: 2"d Floor: ✓ Garage: Total SF: Vy
Describe Proposal (include cross street): ,
/ /
��and� e CT e,7�Qce rac) fo'Ns5e8 e,14 y ��f �y tit 5.� �
Soh DK �r &,i 17 J/11
Valuation:
Owner: &G-el 144
Address: l h o 3 - 3.2,,,1,A,.a Al City: State: Zip Code: 223
20b 7`3y- 77 /0
Phone: Email: /uyi',i//Fe /O/g d,--,
Applicant: / '4 60475 feu c 1 r'a F� emery J o�iti sc�-
Address: If 9 2 33 rh City: State: /�� Zip Code: c/
Phone: 42S- Y7/ — 5-00/ Email: te�r,}� . fnolc��,sTr�r�bo°7 k�91%?q/f_ co`"'�
Contractor:
Address: City: State: Zip Code:
Phone: V4A Email:
Contact Person: License Number: Expiration:
6/16LP Page 1 of 3
^�� RESIDENTIAL PERMIT APPLICATION
r..
Department of Community& Economic Development
�IGIZ3
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#
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
Department of Community& Economic Development
�Plr,VG�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
74U Heat Pump Model# SEER HSPE
AC Unit Model# SEER
❑ Type II Hood Commercial Cook1 g Appliance ❑ Hydronic Piping
Boiler ❑ Solid-Fuel A liance ❑ PV System
❑ Fireplace Insert Outdoor BQ ❑ Storage Tank
Freestanding Stove ❑ Gas, iping ❑ 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:
Print Applicants Name: ) .Q l-ry Jp h s o
6/16LP Page 3 of 3
05
NOTICE 74
1 TO PERMITEE AND/OR OWNER
Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY APPROVED
PERMIT#: LOT#: DATE:
JOB ADDRESS: 1<17(/C l7 I,-
TYPE OF INSPECTION: ij
❑ 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 BY LAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE
BUILDING DEPT.
/°PLANNING DEPT. CITY OF ARLINGTON ' ,,� •
AM
, NOTICE41
TO PERMITEE AND/OR OWNER
O PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
Cl DO NOT OCCUPY CYAPPROVED
PERMIT#: ?t,, LOT#: DATE: 6'?- ij- `")
JOB ADDRESS:
Am N
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.
❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BYLAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
/23��
INSPECTOR DATE
Q'BUILDING DEPT.
0 PLANNING DEPT. CITY OF ARLINGTON
CITY OF ARLINGTON
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
4P PHONE; (360) 403-3551
BUILDING PERMIT
Address:18603 32nd Ave NE Permit#:2456
Parcel#:00901400000600 Valuation: 15000.00
OWNER APPLICANT CONTRACTOR
Name:CHARLES FRANCIS&ERIN Name:TND Construction Name:TND Construction
Address: 18603 32ND AVE NE Address:112 288th St NW Address: 112 288th St NW
City,State Zip:ARLINGTON,WA 98223-7994 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223
Phone: Phone:425-471-5001 Phone:425-471-5001
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: Residential Alteration 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. IBCI I0/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
and coded City of Arlington#3101.
Signature Print Name Date Released By Ditc
CONDITIONS
Call for final inspection after trusses are installed
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
3/27/2019 Building Permit Fee $368.76
3/27/2019 Building Plan Review Fee $239.69
3/27/2019 Processing/Technology Fee $25.00
Total Due: $633.45
Total Payment: $239.69
Balance Due: $393.76
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
r
I
UTY OF ARLINGTON
i
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
PHONE; (360) 403-3551
BUILDING PERMIT
Address:18603 32nd Ave NE Permit#:2456
Parcel#:00901400000600 Valuation: 15000.00
OWNER APPLICANT CONTRACTOR
Name:CHARLES FRANCIS&ERIN Name:TND Construction Name:TND Construction
Address: 18603 32ND AVE NE Address:112 288th St NW Address: l 12 288th St NW
City,State Zip:ARLINGTON,WA 98223-7894 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223
Phone: Phone:425-471-5001 Phone:425-471-5001
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: Residential Alteration 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 NOTI :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 u n#3101.
9 'vim
Sigr rc Print Name Date Released By tc
CONDITIONS
Call for final inspection after trusses are installed
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
3/27/2019 Building Permit Fee $368.76
3/27/2019 Building Plan Review Fee $239.69
3/27/2019 Processing/Technology Fee $25.00
Total Due: $633.45
Total Payment: $239.69
Balance Due: $393.76
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
Job Truss I Truss Type d y Terry/Tree damage
J1028583 A01 Common Supported Gable 1 [ 1
Job Reference(optional),_
The Truss Co..Burlington,WA,98233 Run:8 240 s Jan 6 2019 Print:8.240 s Jan 6 2019 MTek Industries,Inc. Thu Feb 28 09.48,48 2019 Page 1
IDA8bMoAeeBBmWiZIAOMWk95zgd30-19pdBwB7t1MrCOC12LLhWJA1 h9Fuom?YUa6Ywakzgetz
-1-6-0 6-0-0 , 12-0-0 _ 1� 36-0
1 fi 0 6-0-0 ' 6-0-0 1-6-0
Scale=1:23.3
4x4=
5
4 6
6.00 12
ST3 7
3 t
ST2
rq{� STt STt
�1 2
14 13 12 11 10
3x4= 3x4=
I 12-0-0
_ 12-0-0
T (psf)
250 SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP
(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.15 Vert(LL) 0.00 9 n/r 120 MT20 185/148
TCDL 8,0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 9 n/r 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 8 n/a n/a
BCDL 7,0 Code IRC2015/TPI2014 Matrix-SH Weight:45 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS. All bearings 12-0-0. Installation auide.
(1b)- Max Horz 2=-88(LC 8)
Max Uplift All uplift 100 lb or less at joints)13,14,11,10 except 2=-145(LC 10),
8=-145(LC 10)
Max Grav All reactions 250 lb or less at joint(s)2,8,12,13,14,11,10
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vul1=130mph(3-second gust)Vasd=103mph;TCDL=4.2psf;BCDL=4.2psf;h-25ft:B=45ft;L=24ft;eave=2ft;Cat.II;
Exp C;Enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate
grip DOL-1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/rPI 1.
3)TCLL:ASCE 7-10;Pf=25.0 pst(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)`This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any others members.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,14,11,10 except
at-lb)2=145,8=145.
12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/rPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type - Qty Ply Terry/Tree damage
J1028583 A02 Common 1 1
I Job Reference tional o
(-P )
The Truss Co.,Burlimpoti,WA,98233 Run:8.240 s Jan 6 2019 Print:8.240 s Jan 6 2019 MiTek Industries,Inc. Thu Feb 2809:48:492019 Page 1
ID:48bMoAeeB8mWOAOMWk95zgd3O-LMNOOGCISgz3eMIEv2DisOar7tDbVR3dpmHU6Azgcly
P -1-6-0 , 3-3-4 , 6-0-0 8-8-12 12-0-0 , 13-6-0
1-6-0 3-3-4 2-8-12 I- - 2-8-12 3-3-4 11-6-0 I
Scale=1:23,3
4x4=
4
6.00 Fl2 3x4 3x4 J
5
3
r ws
w1 w1
z
Li Fin U
�o
1
10 9 6
2x4 I I 3x6= 2x4 11
3x4= 3x4=
3-3-4 6-0-0 _8-8-1 2 12-0-0
3-3-4 2-8-12 ' 2-8-1 2 3-3-4
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.02 9 >999 240 MT20 185/148
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(CT) -0.03 9-10 >999 180
BCDL 8.0 7 Weight:Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 6 n/a n/a
BCDL
BCDL .0 ' Code IRC2015/TPI2014 Matrix-SH 49 lb FT=20
LUMBER- BRACING-
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS. (lb/size) 2=576/0-5-8 (min.0-1-8),6=576/0-5-8 (min.0-1-8) lnstaliationvide.
Max Horz 2=88(LC 9)
Max Uplift2=-232(LC 10),6=-232(LC 10)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-706/164,3-4=-511/164,4-5=-511/164,5-6=-706/164
BOT CHORD 2-10=-54/571,9-10=-54/571,8-9=-54/571,6-8=-54/571
NOTES-
1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=232,
6=232.
8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty ply Terryff ee damage
J1028583 ]AO3 Common Girder 1
Job Reference o tp ionalj_,____
The Truss Co.,Burlington,WA,98233 Run:8.240 s Jan 6 2019 Print:8.240 s Jan 6 2019 MiTek Industries,Inc. Thu Feb 28 09:48:51 2019 Page 1
I D:48bMoAeeBBm W iZIAQM W k95zgd30-HkVmpxE?_HDntgOdOTFExpfClSrWzF1 wG4maA3zgctw
F 3-5-4 , 6-0-0 1 8-6-12 > 12-0-0
3-5-4 2-6-1 2 12-6-12 ' 3-5-4 1
Scale=1:18.6
4A=
3
6.80 F12 3x4 G 3x4
4
2
r In
W3
wl W2 w2 w1
5
1
1 m
to
MUS26 e MUS26 7 MUS26 6 MUS26
2x4 II 6x8= 2x4 11
3x6 MUS26
3x6
2-0-12 3-5-4 11 5-11-4 6- -0 7-11-4 8-&12 9-11-4 12-0-0
2-0-12 1-4-8 0-6-0 2-0-0 0- 112 1-11-4 0-7-8 1-4-8 2-0-12
Plate Offsets(X,Y)-- :0-4-0.0-3-121
LOADING(psf) 0 SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP
TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.05 7 >999 240 MT20 185/148
TCDL S.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.08 7 >999 180
BCDL .0 ' Rep Stress Incr NO WB 0.50 Horz(CT) 0.02 5 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Weight:167 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x6 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud
REACTIONS. (lb/size) 1=4110/0-5-8 (min.0-2-4),5=4079/0-5-8 (min.0-2-4)
Max Horz 1=69(LC 9)
Max Upliftl=-1 264(LC 10),5=1255(LC 10)
FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-7270/2237,2-9=-5279/1652,3-9=-5263/1659,3-10=5263/1659,4-10=-5279/1652,
4-5=-7229/2225
BOT CHORD 1-11=-1945/6411,8-11=-1 94 516 41 1,8-12=-1945/6411,7-12=-1945/6411,7-13=-1934/6375,
6-13=-1934/6375,6-14=-1934/6375,5-14=-1934/6375
WEBS 3-7=-138614467,4-7=2008/653,4-6=-558/1908,2-7=-2052/666,2-8—570/1950
NOTES-
1)3-ply truss to be connected together with 1 Od(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;
Exp C;Enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate
grip DOL=1.60
4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1264,
5=1255.
Continued on page 2
Job Truss Truss Type Oty Ply Terry/Tree damage
11028583 B01 Common 5 1
Job Reference(optional)
The Truss Co.,Burlington,WA,98233 Run:8.240 s Jan 6 2019 Print:8.240 s Jan 6 2019 MiTek Industries,Inc. Thu Feb 28 09:48:52 2019 Page i
ID:48bMoAeeB8mW1ZIAOMWk95zgd3O-Ix380HEelbL.eVgbpaBmTTOCJ9sDDiel4VkWBJVzgcly
5-3-6 , 10-0-4 14-9-2 19-6-0 24-2-15 28-11-13 } 33-8-12 �39-0-0 4 0-6-9
' 5-3-6 4-8-14 4-8-14 4-8-14 4-8-15 4-8-15 4-8-15 5-3-4 -6-0
Scale:3/16"=1'
5x6=
6
6.00 V2
3x4 3x4
5 7
3x4 3x4
zz-
4 8
3x6 i
j 6 w 3x6
3z4 3 9
4z8
2 10
d
L
L11
12j t
46= 22 21 20 19 18 17 16 15 14 13 46=
2x4 II 4x4= 44= 48= 48= 48= 44= 40= 20 II 40 1
5-3-6 10-0-4 14-9-2 19-6-0 24-2-14 28-11-12 , 33-8-12 , 37-0-0 R9-0-Q
5-3-6 4-8-14 4-8-14 4-8-14 4-8-14 4-8-14 4-9-0 3-3-4 2-0 0
Plate Offsets(X.Y)-- r1:0-1.4,0-0-11. .0-1-12,0-1-81,MG-1-12,0-1-81,110:0-3-9,0-1-81,113:0-2-0,0-2-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.15 20 >999 240 MT20 185/148
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.24 20 >999 180
TCDL 8.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.06 13 n/a n/a
BBCOL 7.00 Code IRC2015/TP12014 Matrix-SH Weight:238 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 HIP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins.
BOT CHORD 2x6 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 DF Stud"Except` 6-0-0 oc bracing:11-13.
W5,W6,W7:2x4 HF No.2 WEBS 1 Row at midpt 5-18,7-18
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size) 1=1 467/Mechanical,13=1747/0-5-8 (min.0-2-14)
Max Horz 1=-279(LC 8)
Max Upliftl=-440(LC 10),13=-583(LC 10)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2924/874,2-3=-2494/780,3-4=-2423/796,4-23=-2055/707,5-23=-1929/716,
5-6=-1634/643,6-7=-1634/643,7-24=-1803/672,8-24=-1929/663,8-9=-2054/667,
9-10=-2125/651
BOT CHORD 1-22=671/2598,21-22=-671/2598,20-21=-499/2214,20-25=-332/1828,19-25=-332/1828,
18-19=-332/1828,17-18=-293/1664,17-26=293/1664,16-26=-293/1664,15-16=-384/1837,
14-15=-325/1567,13-14=-325/1567,11-13=-175/256
WEBS 2-21=-440/196,4-21=-60/303,4-20=-565/241,5-20=-128/511,5-18=-840/308,
6-18=-426/1105,7-18=-621/235,7-16=-47/298,8-16=-270/132,10-15=-67/314,
10-13=-2147/738
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.11;
Exp C;Enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 23.0ps1f on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
Cok�i A- y(".®rb111patPm chord and any other members,with BCDL=7.Opsf.
Permit#: 2456
Permit Date: 03/18/19
Permit Type: RESIDENTIAL ALTERATION
Project Name: 18603 32nd Ave NE Roof
Applicant Name: TND Construction
Applicant Address: 112 288th St NW
Applicant, City, State, Zip: Arlington,WA 98223
Contact: Terry Johnson
Phone: 425-471-5001
Email: terry.tndconstruction@gmail.com
Scope of Work: Remove and replace 8 roof truss damaged by tree
Valuation: 15000.00
Square Feet: 0
Number of Stories: 2
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 04/02/2019
Permit Expires:
Form Permit Type:
Status: LASERFICHE
Assigned To: Raelynn Jones
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
00901400000600 18603 32ND AVE NE CHARLES 111 Single Family
FRANCIS&ERIN Residence-Detached
Contractors
Contractor Primary Contact Phone Address Contractor Type License License#
TND Construction Terry Johnson 425-471-5001 112 288th St NW CONSTRUCTION L&I TNDCO**016P2
CONTRACTOR
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
05/23/2019 Inspection Insulation 05/23/2019 BUILDING Completed
05/23/2019 R00.1 RE-ROOF AM 05/23/2019 BUILDING Completed
FINAL Roofing/truss final
AM
R20.SFR/DUPLEX Insulation
04/09/2019 FINAL OK to cover 04/09/2019 BUILDING Approved
Fix gaps @ top of wall-3
places
04/05/2019 C09.FRAMING OK to cover 04/05/2019 BUILDING Approved
Plan Reviews
Date Review Type Description Assigned To Review Status
03/18/2019 RESIDENTIAL RE-ROOF BUILDING
Fees
Fee Description Notes Amount
Building Permit Table 4-1 $368.76
Building Plan Review Table 4-2 $239.69
Processing/Technology $25.00
Total $633.45
Attached Letters
Date Letter Description
03/27/2019 Building Permit
Payments
Date Paid By Description Payment Type Accepted By Amount
03/18/2019 TND Construction #2387 Check Raelynn Jones $239.69
04/02/2019 TND Construction 2389 Check Raelynn Jones $393.76
Outstanding Balance $0.00
Uploaded Files
Date File Name
09/24/2021 9760744-2456 IC 5.23.2019.pdf
09/24/2021 9760745-2456 IC 5.23.2019 Insulation.pdf
03/18/2019 4650063-2456 Application.pdf
03/18/2019 4650064-2456 Site plan and truss specs.pdf