17-100927City of Federal Way
Community Development Dept.
33325 8th Ave S
Federal Way, WA 98003
Ph: (253) 835.2607 Fax: (253) 835-2609
Project Name: EAGLE MANOR LOT 1
Project Address: 2134 SW 344TH CT
Building - ,Single 'Fly
Permit #:17 -100927 -00 -SF
Inspection Request Line: (253) 835-3050
Parcel Number: 214121 0010
Project Description: NEW - Construction of a 2,704 square foot 2 -story single family residence with a 110 square
foot covered entry, 75 square foot covered patio and a 434 square foot attached garage.
Includes plumbing & mechanical.
***5 Bedrooms; $400,000 estimated selling price***
Owner
Applicant
Contractor
Lender
SSHI LLC, DBA D R HORTON
CAMBRIA SMITHSSHI LLC, dba D
D R HORTON
OWNER IS LENDER
910 TOTEM LAKE BLVD SUITE 2
R HORTON
10 NE TOTEM LAKE BLVD SUITE.
KIRKLAND WA 98034
:910 TOTEM LAKE BLVD SUITE 2
KIRKLAND WA 98034
Laundry Washer Outlets 1
Lavatories
KIRKLAND WA 98034
2
Sinks 2
Census Category: 101 - New Single Family House
Includes:
#1 #2 #3 #4
Occupancy Class:
R-3
Construction T
Type V- B
Occupancy Load:
Gas Piping I
Floor Area (sq. ft.)
2,704.00
Additional hermit Information
New / Additional Sq. Feet - 1 st Floor ..................... 1650 New / Additional Sq. Feet - 2nd Floor.................... 1054
New / Additional Sq. Feet - 3rd Floor ..................... 0 Occupancy #I - Area (Sq. Feet).............................. 2704
New / Additional Sq. Feet - Basement .................... 0 Basic Plan? ..................... No
Occupancy # 1 - Construction Type ......................... Type V - B Ne Tonal Sq. Feet -Deck........................... 75
New / Additional Sq. Feet - Garage ........................ 434 alio be Included?............ Yes
. .........................
Plumbing Work Valuation? ..................................... I M nical Work Valuation?............ 10000
Number of Stories ................................................... 2 New / Additional Sq. Feet - Other........................... 110
Plumbing to be Included? ........................................ YesNewAdditio al Sq. Feet - Total........................... 3323
Will Certificate of Occupancy be Issued? ............... Yes u ancy - Use ................................................ Residence (1 or 2
1 family)
Comprehensive Plan Designation ........................... SF - High -Density o In Designation ................................................. RS 7.2
Residential
Total Valuation: 319,790.30
Air Conditioners - Stand Alon(
1 Ducting
1
Fans 5
Fireplace Inserts
1 Furnaces
1
Gas Piping I
Gas Pipe Outlets
6 Hot Water Tanks
I
Bathtubs
2 Dishwashers
1
Laundry Washer Outlets 1
Lavatories
6 Showers
2
Sinks 2
Water Closets
4 Hose Bibbs
2
CONDITIONS:
1) One tree shall be planted on the lot prior to final inspection. Either a minimum ten foot evergreen or a
minimum three inch caliper deciduous tree.
..�► "'' PERMIT EXPIRES Sunday, 24 September, 2017
Permit Issued on Tuesday, March 28, 2017
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: Date:
City of Federal Way
Certificate of Occupancy
This Certificate issued pursuant to the requirements of Section 111 of the International Building Code or Section
11110 of the International Residential Code is certifying that at the time of issuance, this structure was in
compliance with the various ordinances of the City regulating building construction or use. This certificate is valid
ONLY when endorsed by City staff.
Tenant Name: EAGLE MANOR LOT 1
Address: 2134 SW 344TH CT
Includes: #1 #2 #3
Occupancy Class: R-3
Construction Type: Type V - B
Occupancy Load:
Floor Area (sq. ft.) 2,704.00
Owner Name: SSHI LLC, DBA D R HORTON
Owner Address: 12910 TOTEM LAKE BLVD SUITE 22
KIRKLAND WA 98034
Building Official
Permit # 17 -100927 -00 -SF
#4
X+ t -.
Date
The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which
experience has shown most severely affect the health and safety of the general public. Although the City has made as complete
a review and inspection as is reasonably possible (within budgetary time and personnel limitations), the City neither guarantees
nor warrants to the owner/ occupant or to any other person that this Certificate evidences strict compliance with each and every
ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon
which itis situated. Such compliance is the responsibility of the owner and / or occupant of the premises.
FkVVE INSPECTOR
4 �s �, v►� Pav�ul Pluw� i r+
6W0AjAA k" • VU&i h Wt- 'Hc
i
can
Federal Way
PERMIT #:
Project:
THIS CARD IS TO REMAIN QN-SITE }
Construction Inspection Record r
INSPECTION REQUESTS: (253) 835-3050
17100927 00
SSHI LLC, dba D R HORTON
Address: 2134 SW 344TH CT
FEDERAL WAY WA 98023
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.
Fil SWM Precon Site Mtg (4400)
0 " Initial Erosion Control (4365)3❑
Footings/Setback (4110)
A romp ved
To be done PRIOR to breaking gLc�jnd_
Approved to place concrete
By Date
By Date
By 1 Date (3
®
Foundation Wall (4115)
®
Drainage/Downspout (4040)
®
Plumbing Groundwork (4190)
By Date
Approved to place concrete
By Date
Approved to backfill
Approved to cover
By
T3 Date 44 lyll 13
By
UWb Date
Date
0 Slab/Concrete Floor (4255)
® Underfloor Framing (4285)
Floor Sheathing (4105)
Approved to place concrete
Approved to sheath floor
Approved to install flooring
By Date
By Ord Date 5'(
By Date
10 Shear Walls (4245)
1t Roof Sheathing (4220)
[ Rough Plumbing (4230)
Approved to install siding
Approved to install roofing
Approved
By Date
By Date `�/Z3
By Date (_, — _t
Mechanical Rough -in (4165)
Gas Piping (4125)
ins Fire/Draft Stops (4095)
Approved
Approved to release test
JkX,5r, k Approved
By Date fl>
By Date ,.
By Date
1S Interim Erosion Control (4370) Prior to scheduling a Framing inspection;
Approved Electrical, Plumbing & Mechanical Rough -in
and Fire/Draft Stop inspections must be signed -
By Date off and approved. IBC 1093A
Framing (4120)
Approved to insulate
By 0Ap,, Date (o -1 q - t')
® Insulation (4150)
19 Gypsum Wallboard Nailing (4130)
® Final Erosion Control (4375)
Approved to install wallboard
Approved to install mud & tape
Approved
By Date 1. _ I �7
By A-tJ Date (a- A7
By Date
Final - Mechanical (4065)
Final - Plumbing (4075)
® Final - Building (4050)
Approved
Approved
Approved
By W4 Date t1
By V*15 Date
By VW3 Date
Final Electrical
El
Right of Way `
Rough Electrical
Approved
Approved
Approved
By
Date
By
Date
By
Date
VOELKER ENGINEERING INC. JOB EAGLE MANOR LOT 1
1911 116th Avenue NE
Bellevue, Washington 98004 sHo r N0 1 of 1
425-451-4946 CALa1UED BY CV DATE 6/8/17
charles®voelker.cc
NO HEADER REQUIRED. GABLE END TRUSS
DESIGNS AS A STUDDED COMMON TRUSS
COR AALL TO
PER SCHEDULE
r 5MEARKALL5
OTHERWISE
lob Truss Truss Type �QtY7�1y DR NORTON 5727-A
3-15 00422 F1 GABLE 1 1 K3156329
!Job Reference (optional)
8.030 s Jan 23 2017 MiTek Industries, Inc. Tue May 02 15:55:04 2017 Page 1
qq VZnBH8arZB77i 1 oWtUD3pFowPUCOzj4WKzKUtL
- -0- 4-0-7 7-5-0 10-11-10 14-6-4 20-0-0 . 23-6-10 27-14 31-4-13 33-2-11 -35-8-6 40-0-0 41-0-0
�— - —T— -4 _ _+- Le JB+BYBT1bEdaoTHzvVCM-vAPsN-- 1 — —
1-0-0 4-0-7 34-9 3-6-10 3-6-10 5-5-12 3-6-10 3-6 10 4-3-9 1-9-14 2-5-11 4-3-10
45
6.00 12
8
5x6
4x5 % 66 1e,�967
5x8: 68
7 �� �
3x5-6��...
11.5x# II
10 3x5
3x5
11 12
2.5x4 4 I \ &I
& A 1.5x4 11 1 —
65 .`5x4
.13x4 II 17 -e
20 1 1.5x4 I I 8x8 =
1 2 18 1.5x4 I I1.5x4 1.5x4 11 16
¢I 1.5x4 I; 6x8 = 1.5x4 I' 5x8 ' 1,5x4 4x5
1.5x4 1 � 1.5x4 1
1.5x4 1: 1.5x4 119 1.5x4 11
4x5 = 3.501 12 1.5x4 I' 1.5x4 !l 5x8 - 1.5x4
Scale = 1:74.5
2.5x4 =
13
jL 69
�14� o
3x8
1-----;40 -- � ...__]- _0 __; _
_ 4-0-7 3-4-9
Plate Offsets (X Y)- 12:0-6-4.0-0-11 [6:0-3-0.0-3-01,
-19--6-4 _..
7 14
[14-0-6-0,0-0-31
T
_ 20-0-0
5 12
-- --
7 14
--33-2"1 L
6-1-7
6-9-5
2x4 HF Stud/Std
LOADING (psf)
2x4 HF Stud/Std
TCLL 25.0
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L!d
PLATES
GRIP
(Roof Snow=25.0)
Plate Grip DOL
p
1.15
i'
1
TC
0.67
Vert(LL)-0.23
16-17
>999
360
MT20
185/148
TCDL 10.0
1 Lumber DOL
1.15
BC
0.60
Vort(CT)
-0.38 16-17
>808
240
BCLL 0.0
Rep Stress Incr
YES
WB
0.83
Horz(CT)
0.13 14
We
We
BCDL 10.0
Code IRC2015/TPI2014
Matrix -MS
Wind(LL)
0.07 16-17
>999
240
Weight: 2841b
FT= 10%
LUMBER -
TOP CHORD
2x4 HF No.2
BOT CHORD
2x6 HF No.2
WEBS
2x4 HF Stud/Std
OTHERS
2x4 HF Stud/Std
BRACING-
TOPCHORD
BOT CHORD
WEBS
REACTIONS. (Ib/size) 2=100/0-5-8,14=861/0-5-8, 19=2778/0-3-8 (req. 0-4-9)
Max Horz 2=-144(LC 12)
Max Uplift 2=-135(LC 20)
Max Grav 2=236(LC 19), 14=947(LC 20), 19=2778(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=0/1327, 3-4=0/1796, 4-5=0/1794, 5-7=0/1440, 7-8=0/353, 8-9=0/329,
9'10=-1612/16,10-12=-1628/0,12-13=-2789/0,13-14=-3241/14
BOT CHORD 2-20=-1190/28, 19-20=-1235/53, 18-19=-1289/66, 17-18=-9/423, 16-17=0/2333,
14-16=0/2994
WEBS 3-20=-668/82, 4-20=-277/66, 5-20=-572/214, 7-19=-1866!0, 7-18=0/1444, 8-18=-542/0,
9-18=-1081/32, 9-17=0/1628,10-17=-265/60,12-16=0/470,13-16=-433/113,
12-17=-854/62
Structural wood sheathing directly applied or 3-0-2 oc purlins.
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Row at midpt 7-19, 8-18, 9-18
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Ins;Wattion guide._."__
NOTES -
1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; save=5ft; Cat.
Il; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0
zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; 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 ANSIlTPI 1.
3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
7) All plates are 1.5x3 MT20 unless otherwise indicated.
8) Gable studs spaced at 1-4-0 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 20.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) WARNING: Required bearing size at joint(s)19 greater than input bearing size.
A WARNING - Verity das/gn parameter and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MIF7473 rev. 10/0=015 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, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the ove
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temratl
porary and permanent bracing
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guide ora regarding the
fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSin'PII Quality CrBeria, DSB-89 and BCSI Building Component
SOrally Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
rAGIyNG ZA;"!
May 2,2017
alaa�asa sis
w,
MiTek'
250 Klug Circle
Corona, CA 92880
MEWED i
PERMIT APPLICATION
Clift OF 10;:tk
Federal FEB 2 7 2017 PERMIT CENTER + 33325 8m Avenue South + Federal Way, WA 98003-6325
G# I 253-835-2607 + FAX 253-835-2609 + permitcenteW,;cityoffederalwav.cam
CM OF FEDEI ;L WAY or
PERMIT NUMBER TTARGET DATE l
SITE ADDRESS
SUITE/ IT #
2134 SW 344TH COURT, Federal Way, 98023
LOT # 1
PROJECT VALUATION
ZONING
ASSESSOR'S TAX/PARCEL # (Not record d yet)
$ 100,000.00
� � � � � - 0
TYPE OF PERMIT
X BUILDING X PLUMBING XMECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT
Eagle Manor
PROJECT DESCRIPTION
Detailed description of work to
Construct a New SFR w/ attached 2 car garage at Eagle Manor, LOT # 1
be included on this permit only
NAME
PRIMARY PHONE
SSHI LLC, dba D.R. Horton
(425) 821-340OX 5172
PROPERTY OWNER
MAILING ADDRESS
E-MAIL
12910 Totem Lake Blvd #220
csmith drhorton.com
CITY Kirkland
I STATE
ZIP 98034
NAME
SSHI LLC, dba D.R. Horton
PHONE
25) 821-340OX 5172
12910 Totem Lake Blvd #220sC
mith drhorton.com
CONTRACTOR
CITY Kirkland
S WA
ZIP 98034
FAX
WA STATE CONTRACTOR'S LICENSE #
EXPIRATION DATE
FEDERAL WAY BUSINESS LICENSE #
QRHOR**QQ3QS08//
03// 17
NAME
SSHI LLC, dba D.R. Horton
PRIMARY PHONE
425 821-340OX 5172
MAILING ADDRESS
12910 Totem Lake Blvd #220,
E-MAIL
csmith@drhorton.com
APPLICANT
CITY
Kirkland
STATE
ZIP
98034
FAR
PROJECT CONTACT
NAME
Cambria Smith
PRIMARY PHONE
425 821-340OX 5172
(The individual to receive and
respond to all correspondence
MAILING ADDRESS
12910 Totem Lake Blvd #220
E-MAIL
csmith drhorton.com
CITY STATE ZIP
FAX
concerning this application)
Kirkland wA 98034
PROJECT FINANCING
NAME Cambria Smith
❑ OWNER -FINANCED
When value is $5,000 or more
MAILING ADDRESS, CITY, STATE, ZIP
PHONE
(RCW 19.27.095)
12910 Totem Lake Blvd #220 Kirkland WA 9803
425 821-340OX 5172
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 any person, including 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 a part of this application.
6''4-9--1
SIGNATURE: -6-- DATE 2-13-17
PRINT NAME: Cambria Smith
Bulletin #100 — January 29, 2016 Pagel of 2 k:\Handouts\Permit Application
GENERAL INFORMATION
CRITICAL AREAS ON PROPERTY?
WATER PURVEYOR
VALUE OF MECHANICAL WORK
MECHANICAL PERMIT
N/A
Lakehaven Utility District
$ 10,000
Indicate how many of each type offtxture
to be installed or relocated as part
of this project. Do not include existing ixtures to remain.
AIR HANDLING UNITS
5 FANS 6
GAS PIPE OUTLETS
OTHER (Describe)
1 AIR CONDITIONER
I FIREPLACE INSERTS 1
HOODS (commemiai)
OTHER (Describe)
BOILERS
I FURNACES I
HOT WATER TANKS (Gas(
COMPRESSORS
GAS LOG SETS _j_
REFRIGERATION SYST
19 TOTAL
1 DUCTING
1 GAS PIPING
WOODSTOVES
26 TOTAL FIXTURES
GENERAL INFORMATION
CRITICAL AREAS ON PROPERTY?
WATER PURVEYOR
VALUE OF PLUMBWG WORK
PLUMBING PERMIT
N/A
Lakehaven Utility District
$ 10,000
Indicate how many of each type offLxture
to be installed or relocated as part
of this project. Do not include existing fixtures to remain.
4 BATHTUBS (or7Lb/Shower combo(
5 LAVS (Hand Sinks( 6
TOILETS
1 WATER PIPING
1 DISHWASHERS
RAINWATER SYSTEMS
URINALS
OTHER (Describe)
DRAINS
4 SHOWERS
VACUUM BREAKERS
DRINKING FOUNTAINS
2 SINKS (Kitchen/utility( 1
WATER HEATERS (Fiectric)
1 HOSE BIBBS
SUMPS �_
WASHING MACHINES
26 TOTAL FIXTURES
GENERAL INFORMATION
CRITICAL AREAS ON PROPERTY?
WATER PURVEYOR
SEWER PURVEYOR
VALUE OF WaSTWO IMPROVEMENTS
N/A
Lakehaven Utility District
Lakehaven Utility District
$ N/A
EXISTING/PREVIOUS USE
LOT SIZE (In Square Feet)
=sTmG FIRE SPRINKLER SYSTEM?
PROPOSED FIRE SUPPRESSION SYSTEM?
❑ Yes X No
o Yes X No
N/A
7,579
Bulletin #100 — January 29, 2016 Page 2 of 2 k:\Iiandouts\Pernvt Application
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