16-101017City of Federal Way
FILE
Community Development Dept.
Lender
33325 8th Ave S
WHEELER RENOVATORS LLC
Federal Way, WA 98003
OWNER IS LENDER
Ph: (253) 835-2607 Fax: (253) 835-2609
PO BOX 587
Project Name: SORDAHL
Project Address: 29203 13TH PL S
Building - Single Family
Permit #:16 -101017 -00 -SF
Inspection Request Line: (253) 835-3050
Parcel Number: 720560 0100
Project Description: REP - Roof truss repair and drywall replacement at truss replacment due to tree
damage" *REVISED 5/24/18 TO INCLUDE PLUMBING AND MECHANICAL***
Owner
Applicant
Contractor
Lender
JEFFREY A SORDAHL
WHEELER RENOVATORS LLC
C & S CONSTRUCTION
OWNER IS LENDER
29203 13TH AVE S
PO BOX 587
3256 S 360TH
FEDERAL WAY WA 98003-3743
BLACK DIAMOND WA 98010
AUBURN WA 98001
Census Category: 434 - Residential alt/add - no change in number of units
Includes: #1 #2 #3 #4
Occupancy Class: R-3
Construction Type: Type V - B
Occupancy Load:
Floor Area (sq. ft.)
Additional Permit Information
New / Additional Sq. Feet - 3rd Floor ..................... 0 New / Additional Sq. Feet - Basement.................... 0
Occupancy #1 - Construction Type ......................... Type V - B Mechanical to be Included?..................................... Yes
Is this an Online or O.T.C. application? .................. No Plumbing to be Included?........................................ Yes
Occupancy #1 -Use ................................................ Residence (1 or 2
family)
Fans 1
Bathtubs
1
CONDITIONS:
***TRUSS SPECIFICATIONS TO BE ON SITE AT THE TIME OF INSPECTION***
PERMIT EXPIRES Tuesday, 20 November, 2018
Permit Issued on Friday, February 26, 2016
I hereby certify that the above information is
and the occupancy and the use MI be in
Owner or agent:
and that the construction on the above described property
ince with the laws, rules and regulations of the State of
he City of Federal Way.
Date: l
` THIS CARD IS TO REMAIN ON-SITE
CITY OF Construction Inspection Record
Federal Way INSPECTION REQUESTS: (253) 835-3050
PERMIT #: 16 101017 00 Address: 29203 13TH PL S
Project: JACQUELIN M SORDAHL FEDERAL WAY WA 98003-3743
Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible
(read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if
you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card.
®
SWM Precon Site Mtg (4400)
2❑
Initial Erosion Control (4365)
®
Footings/Setback (4110)
Approved
To be done PRIOR to breaking ground
Approved to place concrete
By
Date
By
Date
By
Date
®
Plumbing Groundwork (4190)
®
Underfloor Framing (4285)
®
Floor Sheathing (4105)
Approved to cover
Approved to sheath floor
Approved to install flooring
By
Date
By
Date
By
Date
®
Shear Walls (4245)
®
Roof Sheathing (4220)
®
Rough Plumbing (4230)
Approved to install siding
Approved to install roofing
Approved
By
Date
By
Date
By
Date
E]
Mechanical Rough -in (4165)
El
Gas Piping (4125)
92
Fire/Draft Stops (4095)
Approved
Approved to release test
Approved
By
Date
By
Date
By
Date
13 Interim Erosion Control (4370) Prior to scheduling a Framing inspection;i4 Framing (4120)
Electrical, Plumbing & Mechanical Rough -in
Approved and Fire/Draft Stop inspections must be s gned- Approved to insulate
By Date off and approved. IBC 109.3.4 By Date
IT
Insulation (4150)
Gypsum Wallboard Nailing (4130)
97
Final Erosion Control (4375)
Approved to install wallboard
Approved to install mud & tape
Approved
By
Date
By
Date
By
Date
Es
Final - Mechanical (4065)
Final - Plumbing (4075)
zo
Final - Building (4050)
Approved
Approved�,
Approved
By
(-J Date
By
f Date (c
By
Date �// ?l
Rough Electrical
Final Electrical
Right of Way
Approved
Approved
Approved
By
Date
By
Date
By
Date
TSE
Engin e e ring
Re: SJ604428
Weaver Renovators / Sordahl / ML
FILE
Tri-State Engineering, Inc.
12810 NE 178th Street
Suite 218
Woodinville, WA 98072
425.481.6601
The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision
based on the parameters provided by The Truss Company (Sumner).
Pages or sheets covered by this seal: I11129042 thruI11129042
My license renewal date for the state of Washington is August 20, 2016.
.4 L,. Pp
Wnsh��c�C
b
a�
0� 19969 _
- — � V May 2,2016
Terry Powell
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSI/TPI 1.
RECEIVED
MAY 2 4 2018
m1111(�t�tFf�bfi�, .iVt(!4X
Job
Truss
Truss Type
Qty
Ply
Weaver Renovators I Sordahl / ML r
BOT CHORD
26-0-0
'
WEBS
8-11-0
111129042
SJ604428
Al
FINK
7
t
Installation guide.
Plate Offsets (X Y)- [2:0-3-14.0-1-8].[6:0-3-14.0-1-81
(Ib/size) 2=1216/0-5-8 (min. 0-2-0),6=1216/0-51-8 (min. 0-2-0)
Max Horz 2=-62(LC 15)
Job Reference I
rile Truss Go., Sumner, WA 6.010 S Apr 7 2016 MiTek Industries, Inc. Mw may 02 11:03:21 2015 Page 1
ID:O?SmbTn2K7VgBbBI?57NI1yZ6sw-08YtYH1_ByZQhsuGISSvyr350FWJRUQvCNDiuKzKZSq
-2-8-0 610-1a 13-0-0 19.1-z 26-D-0 z6-8.0
r 2-8-0 1 6-10-14 i 6-1-2 6-1-2 6-10-14
Scale = 1:49.6
4x5 =
4,4 = 3x6 = 4x4 = 3x6 C
3x6 %
LUMBER-
8-11-4
1M2
2x4 DF No.1 &Btr TOP CHORD
Structural wood sheathing directly applied or 3-7-7 oc purlins.
BOT CHORD
26-0-0
Rigid ceiling directly applied or 8-10-6 oc bracing.
WEBS
8-11-0
I
8-1$
be installed during truss erection, in accordance with Stabilizer
8x11-0
Installation guide.
Plate Offsets (X Y)- [2:0-3-14.0-1-8].[6:0-3-14.0-1-81
(Ib/size) 2=1216/0-5-8 (min. 0-2-0),6=1216/0-51-8 (min. 0-2-0)
Max Horz 2=-62(LC 15)
Max Uplift 2=-275(LC 6), 6=275(LC 7)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Udefl
Ud
PLATES GRIP
TCLL 25.0
Plate Grip DOL 1.15
TC 0.60
Vert(LL)
-0.17
8-10
>999
360
MT20 185/148
(Roof Snow=25.0)
TCDL 8.0
Lumber DOL 1.15
BC 0.57
Vert(TL)
-0.37
8-10
>840
240
BCLL 0.0
Rep Stress Incr YES
WB 0.25
Horz(TL)
0.10
6
We
n/a
Code IRC2012/TPI2007
Matrix -MSH
Weight: 96 lb FT = 20%
BCDL 7.0
LUMBER-
BRACING -
TOP CHORD
2x4 DF No.1 &Btr TOP CHORD
Structural wood sheathing directly applied or 3-7-7 oc purlins.
BOT CHORD
2x4 HF No.2 BOT CHORD
Rigid ceiling directly applied or 8-10-6 oc bracing.
WEBS
2x4 HF Stud
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.
(Ib/size) 2=1216/0-5-8 (min. 0-2-0),6=1216/0-51-8 (min. 0-2-0)
Max Horz 2=-62(LC 15)
Max Uplift 2=-275(LC 6), 6=275(LC 7)
FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-2324/459, 317=2021/375, 417=2012/394, 4-18=-2012/394, 518=2021/375,
56=-2324/460
BOT CHORD 2-10=406/2145, 9-10=-197/1460,8-9=-197/1460,6-8=-349/2145
WEBS 3-10-529/205,4-10=110/677,4-8=-110/677,5-8--529/205
NOTES- (9)
1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; partially;
MWFRS (envelope) gable end zone; 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; Pt --25.0 psf (flat roof snow); Category]]; Exp B; Partially Exp.; Ct=1.1
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 36-0 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 275 Ib uplift at joint 2 and 275 lb uplift at
joint 6.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) All dimensions given in feet -inches -sixteenths (FFIISS) format.
LOAD CASE(S) Standard
May 2,2016
A WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 BEFORE USE.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component
Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Addlfionaf temporary bracing to insure stability during construction is the responsibillity of the
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPI1 Quality Criteria, DSB89 and SCSI1 Building Component
safety Irdonnation available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. ijeUssCO. INC.
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CITY OF
Federal
PERMIT APPLICATION
PERMIT CENTER + 33325 81h Avenue South + Federal Way, WA 98003-6325
253-835-2607 + FAX 253-835-2609 + verrniteralway.com
PERMIT NUMBER * _ I O � \/ l T
FEB 2 6 2016
TARGET DATE
P`T'T/ P1L ffrW\!rn A I u.A—
SITE ADDRESS
k
PROJECT VALUATION
ZONING
ASSESSOR'S TAR/PARCEL 8
TYPE OF PERMIT
BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT
r Q
PROJECT DESCRIPTION
Detailed
u e (.l
description of work to
",r r Q f
be included on this permit only
1A11. t✓ (JOSS d t S �0 ��re�c G�
NAME 1,,
S0 lr a� ` 1 J e -T
PRIMARY PHONE p
206, - -2-7 (
PROPERTY OWNER
MAILING ADDRESS
E-MAIL
Z03 13"6- {� a c� S
CITY
STATE
ZIfPP_
NAME -Qr V�UucG:�v
&G - 911 7-(o L
MAILING ADDRESS `�
E�L
CONTRACTOR
I
Dia
STATE
wil
ZIP
9 0)b
FAX
WA STATE CONTRACTOR'S LICENSE N
W ee
EXPIRATION DATE
Z /23/
FEDERAJ. WAY U INESS LIC X
--
NAME
OWMARY PHO E
oLA I ILI
2o(p -7 6
APPLICANT
M� ING ADDRESS
E-MAIL
TY
STATE
ZIP
FAX
4-
w(
0
PROJECT CONTACT
NAME J
O lA V" III -N S
PRIMARY PHONE
Zo t, 547-6J46
MAILING ADDRESS
E-MAIL
(The individual to receive and
respond to all correspondence
concerning this application)
CITY
STATE
ZIP
FAX
PROJECT FINANCING
NAME
❑ OWNER -FINANCED
When value is $5,000 or more
(RCW 19.27.095)
MAILING ADDRESS, CITY, STATE, ZIP
PHONE
I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best
of my knowledge, the information submitted in
support of this permit application is true and correct. I certify that I will comply with
all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the
issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating
construction or environmental laws.
I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in
the investigation and defense of such claim), which may be made by including
any person, the undersigned, and filed against the city,
but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the
information supplied to the city as apart of this application.
SIGNATURE: DATE Z' 22- 1 W
PRINT NAME:
Bulletin #100 -January 29, 2016 Page] of2 k:AHandouts\Permit Application
X4 -
City\ of Federal Way
Community & Econ. Dev. Services
33325 8th Ave S
Federal Way, WA 98003
Ph: (253) 835-2607 Fax: (253) 835-2609
Project Name: SORDAHL
Project Address: 29203 13TH PL S
y
Building - Single Family
Permit #: 16 -101017 -00 -SF
Inspection Request Line: (253) 835-3050
Parcel Number: 720560 0100
Project Description: REP - Roof truss repair and drywall replacement at truss replacment due to tree damage
Owner
ASI' ant
Contractor
Lender
JEFFREY A SORDAHL
WHEELER RENOVATORS LLC
WHEELER RENOVATORS LLC
JACQUELIN SORDAHL
PO BOX 587
WHEELRL861BH (2/23/18)
29203 13TH PL S
BLACK DIAMOND WA 98010
PO BOX 587
FEDERAL WAY WA
BLACK DIAMOND WA 98010
98003
Census Category: 434 - Residential altladd - no change in number of units
Includes:
# 1 42 #3 #4
Occupancy Class:
R-3
Construction Type:
Type V - B
Occupancy Load
Floor Areas . ft.
0 1 0 0 0
Additional Permit Information
New / Additional Sq. Feet - 3rd Floor....................0 New / Additional Sq. Feet - Basement ................... 0
Calculated Structure Valuation..............................0.00 Occupancy # 1 -Construction Type .......................Type V - B
Mechanical to be Included?...................................Yes Occupancy # 1 - Class ............................................. R-3
Plumbing to be Included?.......................................Yes Occupancy # 1 - Use ............................................... Residence (1 or 2
family)
No Fixtums Associated With This Permit 11
CONDITIONS:
***TRUSS SPECIFICATIONS TO BE ON SITE AT THE TIME OF INSPECTION***
PERMIT EXPIRES Wednesday, August 24, 2016
Permit Issued on Friday, February 26, 2016
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington
and the City of Federal Way.
Owner or agent: j��� Date: Z. Z G • Z6
THIS CARD IS TO REMAIN ON-SITE
Federal Way THIS
Inspection Record
y INSPECTION REQUESTS: (253) 835-3050
PERMIT #: 16 -101017 -00 -SF Address: 29203 13TH PL S
Project: JEFFREY A SORDAHL FEDERAL WAY, WA 98003-3743
Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as
possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered.until it is approved Check with your
inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card.
Shear Walls (4245)
Approved to install siding
By Date
0 Mechanical Rough -in (4165)
Approved
By Date
SWM Precon Site Mtg (4400)
0
Initial Erosion Control (4365)
By
Footings/Setback (4110)
Floor Sheathing (4105)
Approved
Approved to cover
To be done prior to breaking ground
Approved to sheath floor
Approved to place concrete
By
Date
By
Date
By
Date
Shear Walls (4245)
Approved to install siding
By Date
0 Mechanical Rough -in (4165)
Approved
By Date
Plumbing Groundwork (4190)
0
Underfloor Framing (4285)
By
Date
Floor Sheathing (4105)
Electrical, Plumbing & Mechanical Rough -in and
Approved to cover
Gas Piping (4125)
Approved to sheath floor
Approved to release test
By
Approved to install flooring
By
Date
By
Date
By
Date
Shear Walls (4245)
Approved to install siding
By Date
0 Mechanical Rough -in (4165)
Approved
By Date
Roof Sheathing (4220)
Prior to scheduling a Framing inspection;
Approved to install roofing
By
Date
Approved
Electrical, Plumbing & Mechanical Rough -in and
El
Gas Piping (4125)
By
Approved to release test
By
Date
Rough Plumbing (4230)
Prior to scheduling a Framing inspection;
Approved
By
Date
Approved
Electrical, Plumbing & Mechanical Rough -in and
❑
Fire/Draft Stops (4095)
By
Approved
By
Date
Interim Erosion Control (4370)
Prior to scheduling a Framing inspection;
Framing
g (4120 )
Approved
Electrical, Plumbing & Mechanical Rough -in and
By
Approved to insulate
By
Date
Fire/Draft Stop inspections must be signed -off and
By
Date
Date
approved. IBC 109.3.4
Insulation (4150)
❑ Gypsum Wallboard Nailing (4130)
Final Erosion Control (4375)
Approved to install wallboard
Approved to install mud & tape
Approved
By
Date
By Date
By
Date
Final - Mechanical (4065)
E:] Final - Plumbing (4075)
Final - Building (4050)
Approved
Approved
Approved
By
Date
By Date
By
Date
Rough Electrical
Approved
Final Electrical
Approved
Right of Way
Approved
By
Date
By
Date
By
Date