22-101378City of Federal Way
Community Development Dept.
33325 8th Ave S
Federal Way, WA 98003
Ph: (253) 835-2607 Fax: (253) 835-2609
Building - Multi Family
Permit #:22-101378-00-MF
Inspection Request Line: (253) 835-3050
Project Name: MOUNTAIN SUN APARTMENTS
Project Address: 1747 S 305TH PL Parcel Number: 255817 0050
Project Description: BLUEBEAM - Repair fire -damaged 7-unit apartment building.
Owner
Applicant
Contractor
Lender
YURIY MOMOTYUK
YURIY MOMOTYUK
YUMO CONSTRUCTION LLC
OWNER IS LENDER
27327 48TH AVE S
27327 48TH AVE S
27327 48TH AVE S
KENT WA 98032
KENT WA 98032
KENT WA 98032
Census Category: 434 - Residential alt/add - no change in number of units
Includes:
#1
#2
#3
#4
Occupancy Class;
R-2
Construction Type:
Type V - B
Occupancy Load:
Floor Area-(sq. ft.)
0.00
Additional Permit Information
Occupancy #1 - Construction Type .........................
Type V - B
Mechanical to be Included? .....................................
Yes
Plumbing Work Valuation? .....................................
30000
Mechanical Work Valuation?..................................
25000
Number of Stories...... ................. ».. :.....»....
I
Is this an Online or O.T.C. application?..................
No
Permit for Building Shell Only? ..............................
No
Plumbing to be Included?........................................
Yes
Will Certificate of Occupancy be Issued? ...............
No
Occupancy #1 - Use................................................
Apartment House
Comprehensive Plan Designation ...........................
Multifamily
Zoning Designation .................................................
RM 1800
Total Valuation: 300,000.00
Mechanical Fixt
Air Conditioners - Stand Alon( 7 Fans 15
Plumbing Fixtures
Bathtubs 8 Dishwashers 7 Sinks 7
Water Closets 8 Water Heaters 8 Hose Bibbs 2
CONDITIONS:
Fire conditions:
A NFPA 13R fire sprinkler is required per the IEBC.
A separate permit is required to install the fire sprinkler system.
PERMIT EXPIRES Saturday, 10 December, 2022
Permit Issued on Monday, June 13, 2022
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
L. the City of Federal Way.
Owner or agent: iDate:
City of Federal Way
Certificate of Occupancy
This Certificate issued pursuant to the requirements of Section 111 of the International Building Code or Section
R110 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: MOUNTAIN SUN APARTMENTS
Address: 1747 S 305TH PL
Permit # 22-101378-00-NM
Includes: #1 #2 #3 #4
Occupancy Class: R-2
Construction Type: Type V - B
Occupancy Load:
Floor Area (sq. ft.) 0.00
Owner Name: YURIY MOMOTYUK
Owner Address: 27327 48TH AVE S
KENT WA 98032
Building Officialf
)l6L 23
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 it is situated. Such compliance is the responsibility of the owner and / or occupant of the premises.
CITY OF
Federal Way
THIS CARD IS TO REMAIN ON -SITE
Construction Inspection Record
INSPECTION REQUESTS: (253) 835-3050
PERMIT #: 22 101378 00 Address: 1747 S 305TH PL
Project: YUR EY MOMOTYUK FEDERAL WAY WA 98003-4893
Scheduled inspections may be failed if this card is not on -site. DO NOT LOSE TITIS 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.
0 Site Assessment (Erosion) (4365) Footings/Setback (4110) 0 Foundation Wall (4115)
To be done PRIOR to breaking ground Approved to place concrete Approved to place concrete
By Date By Date By Date
®
Drainage/Downspout (4040)
Ll
Re -steel (4215)
®
Plumbing Groundwork (4190)
Approved to backfill
Approved to place concrete or grout
Approved to cover
By
Date
By
Date
By
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
Date
By
Date
F®
Shear Walls (4245)
El
Roof Sheathing (4220)
1z
Rough Plumbing (4230)
Approved to install siding
Approved to install roofing
Approved
By
Date
By
Date 421 17
By
4,3 Date !&L
i3 Mechanical Rough -in (4165)
14 Gas Piping (4125)
t Fire/Draft Stops (4095)
Approved
Approved to release test
Approved
By Date q1w'
By Date
By Date
l� Interim Erosion Control (4370) Prior to scheduling a Framing inspection; 17 Framing (4120)
i Electrical, Plumbing & Mechanical Rough -in Approved Approved to insulate
and Fire/Draft Stop inspections must be signed -
By Date off and approved. IBC 109.3.4 By Date
8
Insulation (4150)
1s
Gypsum Wallboard Nailing (4130)
z€1
Suspended Ceiling Grid (4265)
Approved to install wallboard
Approved to install mud & tape
Approved to drop tile
By
Date
By
Date
By
Date
El
Final - S K F & R (4060)
2z
Final - Planning
2s
Final - Public Works (4080)
Approved
Approved
Approved
By
Date
By
Date
By
Date
24
Final Erosion Control (4375)
�6
Final - Mechanical (4065)
25
Final - Plumbing (4075)
Approved
Approved
Approved
By
Date
By
Date
By
Date
0
Final - Building (4050)
Approved
� fl)
By
Date 1
El
Rough Electrical
Approved
By
Date
Final Electrical
Right of Way
Approved
Approved
By
Date
By
Date
.. r
P S TAT E
Ri'�IdUengineering, in
224W SUITE 2C, MOUNTLAKE TERRACE, WA 98043
T8.COM TEL: (425) 354-4105 FAX: NOPE
September 9, 2022
Yumo Construction LLC
Attn: Yuriy
27327 48th Ave S
Kent, WA 98032
Re: Upstate Job#1343
New Duplex
Inspector Response
Permit# BLDRN21-0119
To Whom It May Concern:
The deck joist were constructed as follows:
PT 2x10 @ 16" with 4' cantilevered, 8' backspan
The attached calculations show the selected joists are structurally adequate. The backspan
should be fastened (sistered) to floor joists using (2) rows of 16d @ 12" OC.
Should there be any questions or comments please contact our office.
Sincerely,
Andrew Gahan, PE
9/9/ZOZZ
UPSTATE
Lglen inc.
}MW►41H MS W. 61A1E X. MOUNTL E TERRACE. WA 98043
�LCGV rM (425) 35 4105 FAX: JUST OON'T
Wood Beam
Project Title: 1747 S 305th PLACE
Engineer: airing
Project ID: 1602
Project Descr: APARTMENTS
LIC# : KW-06013781, Build:2022.8.17 Upstate Engineering, Inc.
DESCRIPTION: DECK JOISTS
CODE REFERENCES
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Load Combination Set: IBC 2018
Material Properties
Analysis Method : Allowable Stress Design
Fb +
850 psi
Load Combination : IBC 2018
Fb •
850 psi
Fc - Prll
1300 psi
Wood Species Hem -Fir
Fc - Perp
405 psi
Wood Grade No.2
Fv
150 psi
Ft
525 psi
Beam Bracing Beam is Fully Braced against lateral -torsional buckling
Fd
2x10
Span = 8.0 ft
Project File: 1602 GRAVITY.ec6
(c) ENERCALLC INC 1983-2022
E : Modulus of Elasticity
Ebend- xx 1300 ksi
Eminbend - xx 470 ksi
Density 26.84pcf
t1(O.01333) L{0.079981
A 2x10
Span = 4.0 ft
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Load for Span Number 2
Uniform Load : D = 0.010, L = 0.060 ksf, Tributary Width = 1.333 ft, (DECK)
DESIGN SUMMARY
Maximum Bending Stress Ratio =
0.44a 1
Maximum Shear Stress Ratio
Section used for this span
2x10
Section used for this span
fb: Actual =
418.77psi
fv: Actual
Fb: Allowable =
935.00 psi
Fv: Allowable
Load Combination
+D+L
Load Combination
Location of maximum on span =
8.000ft
Location of maximum on span
Span # where maximum occurs =
Span # 1
Span # where maximum occurs
Maximum Deflection
Max Downward Transient Deflection
0.126 in Ratio =
762>=240 Span: 2: L Only
Max Upward Transient Deflection
-0.036 in Ratio =
2700>=240 Span: 1 : L Only
Max Downward Total Deflection
0.147 in Ratio =
652 >=180 Span: 2: +D+L
Max Upward Total Deflection
-0.041 in Ratio =
2314>=180 Span: 1 : +D+L
Maximum Forces & Stresses for Load Combinations
Load Combination
maxstress Ratios
Segment Length
Span #
M
V
Cd CFiV
C i
Cr
Cm
C t
CL
D Only
Length = 8.0 ft
1
0.071
0.035
0.90 1.100
1.00
1.00
1.00
1.00
1.00
Length = 4.0 ft
2
0.071
0.035
0.90 1.100
1.00
1.00
1.00
1.00
1.00
+D+L
1.100
1.00
1.00
1.00
1.00
1.00
Length = 8.0 ft
1
0.448
0.218
1.00 1.100
1.00
1.00
1.00
1.00
1.00
Length = 4.0 ft
2
0.448
0.218
1.00 1.100
1.00
1.00
1.00
1.00
1.00
+D+0.750L
1.100
1.00
1.00
1.00
1.00
1.00
Length = 8.0 ft
1
0.282
0.137
1.25 1.100
1.00
1.00
1.00
1.00
1.00
Length = 4.0 ft
2
0.282
0.137
1.25 1.100
1.00
1.00
1.00
1.00
1.00
+0.60D
1.100
1.00
1.00
1.00
1.00
1.00
Length = 8.0 ft
1
0.024
0.012
1.60 1.100
1.00
1.00
1.00
1.00
1.00
Length = 4.0 ft
2
0.024
0.012
1.60 1.100
1.00
1.00
1.00
1.00
1.00
0.218 : 1
2x10
= 32.69 psi
150.00 psi
+D+L
8.000 ft
Span # 1
Moment -Values
ear Values
M
fb
Fb
V
fv
F'v
0.00
0.00
0.00
0.00
0.11
59.82
841.50
0.04
4.67
135.00
0.11
59.82
841.50
0.04
4.67
135.00
0.00
0.00
0.00
0.00
0.75
418.77
935.00
0.30
32.69
150.00
0.75
418.77
935.00
0.30
32.69
150.00
0.00
0.00
0.00
0.00
0.59
329.03
1168.75
0.24
25.68
187.50
0.59
329.03
1168.75
0.24
25.68
187.50
0.00
0.00
0.00
0.00
0.06
35.89
1496.00
0.03
2.80
240.00
0.06
35.89
1496.00
0.03
2.80
240.00
UPSTATE
engineering, inc.
G OM WTH AVE W -SUITE 2C. MOUI4TLANE TERRACE. WA Y
SERVICES®UPSTSCOM TEL:(425)3544105 FA%:JUSTOONT
Project Title: 1747 S 305th PLACE
Engineer: amg
Project ID: 1602
Project Descr: APARTMENTS
Wood Beam
LICa: KW-MO-1 781, - lld:20,22.8.17 -- T Upstale Engineering. Inc.
DESCRIPTION: DECK JOISTS
Overall Maximum Deflections
Load Combination Span Max. "-" Deft Location in Span Load Combination
1 0.0000 0.000 +D+L
+D+L 2 0.1470 4.000
Vertical Reactions Support notation : Far left is #1
Load Combination
Support 1 Support 2 Support 3
vera imum
-0.0 3 0.467
Overall MINimum
-0.013 0.400
D Only
-0.013 0.067
+D+L
-0.093 0.467
+D+0.750L
-0.073 0.367
+0.60D
-0.008 0.040
L Only
-0.080 0.400
Project File: 1602 GRAvITY.ec6
(c) ENERCALC INC 19 3.2022�
Max. "+" Defl Location in Span
-0.0415 4.648
0.0000 4.648
Values in KIPS
CITY OF
41;�A�L Federal Way
ADDRESS:
1 -�
c
+
Builtding Divislbn
33325 Eighth Avenue South
Federal Way, WA 98003-6325
Phone 253-835-2607 Fax 253-835-2609
CORRECTION NOTICE
ra
PERMIT#:_ .2� /01 S7 9 _
_��
IF YOU HAVE QUESTIONS CALL (253) 835- z63 9
WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD
FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS.
1�2 9 tip)
D E INSPECTOR
DO NOT REMOVE THIS NOTICE
Page of
CITY OF Building Division
33325 Eighth Avenue South
FederalWay Federal Way, x 98835-2609 Phone 253-835-2607 Fax 253-835-2609
CORRECTION NOTICE
ADDRESS: 2 4 PERMIT#:_ice-
IF YOU HAVE QUESTIONS CALL (253) 835- Z'4
loll
WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD
FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS.
12e7 L2_
DAT
DO NOT REMOVE TH
INSPECX,OR
NOTICE
Page of
`FOF
ederal Way
Building Division
33325 Eighth Avenue South
Federal Way, WA 98003a6325
Phone 253-835-2607 Fax 253-835-2609
CORRECTION NOTICE
ADDRESS:
1. J ka:ndra' 1 � � rp.%.
PERMIT#: 4;0 -/U 13 79"
WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD
FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS.
115 1z
DATE INSPECTOR
DO NOT REMOVE THIS NOTICE
Page of