16-104775City of Federal Way
Community Development Dept.
33325 8th Ave S
Federal Way, WA 98003
Ph: (253) 835-2607 Fax: (253) 835-2609
F t ,
r 1
7
Building - Single Family
Permit #:16 -104775 -00 -SF
Inspection Request Line: (253) 835-3050
Project Name: LONG
Project Address: 804 S 296TH PL Parcel Number: 515160 0565
Project Description: ADD - Construction of a 450 square foot addition to existing single family residence. No
plumbing or mechanical.
Owner
Applicant
Contractor
Lender
ERIC LONG
ERIC LONG
OWNER IS CONTRACTOR
OWNER IS LENDER
804 S 296TH PL
804 S 296TH PL
New / Additional Sq. Feet - Deck............... .. 00e.....
0
FEDERAL WAY WA 98003
FEDERAL WAY WA 98003
Mechanical to be Included? .....................................
No
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:
0
Floor Area (sq. ft.)
0.00 0.00
Additional Permit Information
New / Additional Sq. Feet - 1st Floor .....................
450
New / Additional Sq. Feet - 2nd Floor....................
0
New / Additional Sq. Feet - 3rd Floor .....................
0
New / Additional Sq. Feet - Basement....................
0
Occupancy #1 - Construction Type .........................
Type V - B
New / Additional Sq. Feet - Deck............... .. 00e.....
0
New / Additional Sq. Feet - Garage ........................
0
Mechanical to be Included? .....................................
No
Number of Stories ...................................................
I
New / Additional Sq. Feet - Other...........................
0
Is this an Online or O.T.C. application? ..................
No
Plumbing to be Included?........................................
No
New / Additional Sq. Feet - Total ...........................
450
Occupancy #1 - Use ................................................
Residence (I or 2
family)
Comprehensive Plan Designation ...........................
SF - High -Density
Residential
Total Valuation: 50,692.50
\ �v PERMIT EXPIRES Monday, 28 August, 2017
Permit Issued on Wednesday, March 1, 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:��
i C1 -Y OF
Federal Way
PERMIT #:
Project:
THIS CARD IS TO REMAIN ON-SITE
Construction Inspection Record
INSPECTION REQUESTS: (253) 835-3050
16 104775 00 Address: 804 S 296TH PL
ERIC LONG FEDERAL WAY WA 98003-3728
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)
®
Initial Erosion Control (4365)
®
Footings/Setback (4110)
off and approved. IBC 109.3.4
Approved
To be done PRIOR to breaking ground
Gypsum Wallboard Nailing (4130)
Approved to place concrete
By
Date
By
Date
By
Date, -
4
Foundation Wall (4115)
®
Drainage/Downspout (4040)
®
Slab/Concrete Floor (4255)
off and approved. IBC 109.3.4
Approved to place concrete
Approved to backfill
Gypsum Wallboard Nailing (4130)
Approved to place concrete
By
Date
By
Date
By
Date
0
Underfloor Framing (4285)
0
Floor Sheathing (4105)
®
Shear Walls (4245)
off and approved. IBC 109.3.4
Approved to sheath floor
Approved to install flooring
Gypsum Wallboard Nailing (4130)
Approved to install siding
By
Date B a l -r
By
Date
ByAIJDate
t i h
Prior to scheduling a Framing inspection;
Roof Sheathing (4220)
.l .t
Fire/Draft Stops (4095)
lz
Interim Erosion Control (4370)
off and approved. IBC 109.3.4
Approved to install roofing
Approved
Gypsum Wallboard Nailing (4130)
Approved
By
i,,j Date 9111
By
Date 7 1 I
By
Date
Prior to scheduling a Framing inspection;
13
Electrical, Plumbing & Mechanical Rough -in
E]
and Fire/Draft Stop inspections must be signed -
off and approved. IBC 109.3.4
By
Approved
Gypsum Wallboard Nailing (4130)
Approved to install mud & tape
rBy
By h8J Date ((G I lU
Approved
Framing (4120)
Approved to insulate
Date V
Final Erosion Control (4375)
Approved
Date
14 Insulation (4150)
Approved to install wallboard
By 4,�J Date II1I
El Final - Building (4050)
C Date ''1 I yl�l l
D
Rough Electrical
E]
Final Electrical
Right of Way
Approved
Approved
Approved
By
Date
By
Date
By
Date
f � r
CHUDGAR ENGINEERING COMPANY
Civil & Structural Engineers
1510 140' Ave NE Suite 203 Bellevue WA 98005
Phone: (425) 590-9650
Building Inspector
City of Federal Way
August 31, 2017
Project:
Long; 804 South 296"' Place Federal Way
This is in response regarding Building Inspector comment of 2x6 rafters spaced at 12 inches on
center used on roof.
2x6 Rafters at 12 inches spacing may be used in lieu of 2x8 rafters spaced at 16 inches as shown
on Roof Framing Plan.
See attached calculation for 2x6 rafters at 12 inches spacing.
Let us know if you have questions or comments.
Sincerely,
Samir Chudgar, P.E., S.E.
Chudgar Engineering Company
Page 1
Wood Beam File=C:\Samuel\Chudgar\Jobs\XFEDER-1\CALCUL-1\Enercalc\FEDERA-1.EC6
ENERCALC, INC. 1983-2017, Build:10.17.8.29, Ver:10.17.8.29
Description : 2x6 Rafter @12" Spa.
CODE REFERENCES
Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10
Load Combination Set: IBC 2015
Material Properties
Analysis Method: Allowable Stress Design
Fb + 1,200.0 psi
E: Modulus of Elasticity
C L
Load Combination iBC2015
Fb- 1,200.0 psi
Ebend-xx
1,600.Oksi
+D+H
Fc - Prll 1,000.0 psi
Eminbend - xx
580.0 ksi
Wood Species : Douglas Fir - Larch
Wood Grade : No.1
Fc - Perp 625.0 psi
Fv 170.0 psi
Ft 825.0 psi
Density
31.20pcf
Beam Bracing : Completely Unbraced
D(0.015) S(0.025)
0.00
0.00
0.00
Length =11.250 ft
1
0.415
0.103
0.90
1.300
1.00
1.00
2x6
1.00
0.72
0.27
Span = 11.250 ft
1014.27
0.09
Applied Loads
Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Uniform Load: D = 0.0150, S = 0.0250 ksf, Tributary Width =1.0 ft, (Roof Load)
1.300
1.00
DESIGN SUMMARY
1.00
' '
•
Maximum Bending Stress Ratio =
0.9821 Maximum Shear Stress Ratio
=
0.201 :1
Section used for this span
2x6 Section used for this span
Length = 11.250 ft
2x6
fb : Actual =
1,049.00psi fv : Actual
=
39.31 psi
FB : Allowable =
1,067.75psi Fv: Allowable
=
195.50 psi
Load Combination
+D+S+H Load Combination
421.42
+D+S+H
Location of maximum on span =
5.625ft Location of maximum on span
=
10.798ft
Span # where maximum occurs =
Span # 1 Span # where maximum occurs
=
Span # 1
Maximum Deflection
1.00
1.00
1.00
Max Downward Transient Deflection
0.272 in Ratio= 495>=360
Max Upward Transient Deflection
0.000 in Ratio= 0 <360
0.00
0.00
Max Downward Total Deflection
0.455 in Ratio= 296>=180
0.390
0.074
Max Upward Total Deflection
0.000 in Ratio= 0 <180
1.00
1.00
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios
Segment Length Span # M V C d C FN C i Cr
C m
C t
C L
Moment Values
M fb
F'b
V
Shear Values
fv F'v
+D+H
0.00
0.00
0.00
0.00
Length =11.250 ft
1
0.415
0.103
0.90
1.300
1.00
1.00
1.00
1.00
0.72
0.27
421.42
1014.27
0.09
15.79
153.00
+D+L+H
1.300
1.00
1.00
1.00
1.00
0.72
0.00
0.00
0.00
0.00
Length = 11.250 ft
1
0.405
0.093
1.00
1.300
1.00
1.00
1.00
1.00
0.67
0.27
421.42
1041.60
0.09
15.79
170.00
+D+Lr+H
1.300
1.00
1.00
1.00
1.00
0.67
0.00
0.00
0.00
0.00
Length = 11.250 ft
1
0.390
0.074
1.25
1.300
1.00
1.00
1.00
1.00
0.55
0.27
421.42
1079.34
0.09
15.79
212.50
+D+S+H
1.300
1.00
1.00
1.00
1.00
0.55
0.00
0.00
0.00
0.00
Length = 11.250 It
1
0.982
0.201
1.15
1.300
1.00
1.00
1.00
1.00
0.60
0.66
1,049.00
1067.75
0.22
39.31
195.50
+D+0.750Lr+0.750L+H
1.300
1.00
1.00
1.00
1.00
0.60
0.00
0.00
0.00
0.00
Length =11.250 ft
1
0.390
0.074
1.25
1.300
1.00
1.00
1.00
1.00
0.55
0.27
421.42
1079.34
0.09
15.79
212.50
+D+0.750L+0.750S+H
1.300
1.00
1.00
1.00
1.00
0.55
0.00
0.00
0.00
0.00
Wood Beam File=C:\Samuel\ChudgahJobs\XFEDER-1\CALCUL-1\Enercalc\FEDERA-1.EC6
ENERCALC, INC. 19832017, Build: 10.17.8.29, Ver:10.17.8.29
KW -06009203
Description : 2x6 Rafter @12" Spa.
Load Combination Max Stress Ratios
Segment Length Span # M V
Moment Values
Cd CFN CI Cr Cm C t CL M fb F'b
Shear Values
V fv F'v
• I i
Length = 11.250 ft 1
0.836
0.171
1.15
1.300
1.00
1.00
1.00
1.00
0.60
0.56
892.11
1067.75
0.18
33.43
195.50
+D+0.60W+H
0.094
+D+S+H
0.235
1.300
1.00
1.00
1.00
1.00
0.60
0.200
+D+0.60W+H
0.00
0.00
0.00
0.00
Length = 11.250 ft 1
0.382
0.058
1.60
1.300
1.00
1.00
1.00
1.00
0.44
0.27
421.42
1102.62
0.09
15.79
272.00
+D+0.70E+H
0.094
0.094
Lr Only
1.300
1.00
1.00
1.00
1.00
0.44
0.141
0.141
0.00
0.00
0.00
0.00
Length = 11.250 ft 1
0.382
0.058
1.60
1.300
1.00
1.00
1.00
1.00
0.44
0.27
421.42
1102.62
0.09
15.79
272.00
+D+0.750Lr+0.750L+0.450W+H
1.300
1.00
1.00
1.00
1.00
0.44
0.00
0.00
0.00
0.00
Length = 11.250 ft 1
0.382
0.058
1.60
1.300
1.00
1.00
1.00
1.00
0.44
0.27
421.42
1102.62
0.09
15.79
272.00
+D+0.750L+0.750S+0.450W+H
1.300
1.00
1.00
1.00
1.00
0.44
0.00
0.00
0.00
0.00
Length = 11.250 ft 1
0.809
0.123
1.60
1.300
1.00
1.00
1.00
1.00
0.44
0.56
892.11
1102.62
0.18
33.43
272.00
+0+0.750L+0.750S+0.5250E+H
1.300
1.00
1.00
1.00
1.00
0.44
0.00
0.00
0.00
0.00
Length = 11.250 ft 1
0.809
0.123
1.60
1.300
1.00
1.00
1.00
1.00
0.44
0.56
892.11
1102.62
0.18
33.43
272.00
+0.60D+0.60W+0.60H
1.300
1.00
1.00
1.00
1.00
0.44
0.00
0.00
0.00
0.00
Length = 11.250 ft 1
0.229
0.035
1.60
1.300
1.00
1.00
1.00
1.00
0.44
0.16
252.85
1102.62
0.05
9.47
272.00
+0.60D+0.70E+0.60H
1.300
1.00
1.00
1.00
1.00
0.44
0.00
0.00
0.00
0.00
Length = 11.250 ft 1
0.229
0.035
1.60
1.300
1.00
1.00
1.00
1.00
0.44
0.16
252.85
1102.62
0.05
9.47
272.00
Overall Maximum Deflections
Load Combination
Span
Max. ""
Defl
Location in Span
Load Combination
Max. "+" Defl
Location
in Span
+D+S+H
1
0.4552
5.666
0.0000
0.000
Vertical Reactions
Support notation : Far left is #1
Values in KIPS
Load Combination
Support 1
Support 2
Overall MAXimum
0.235
0.235
Overall MINimum
0.141
0.141
+D+H
0.094
0.094
+D+L+H
0.094
0.094
+D+Lr+H
0.094
0.094
+D+S+H
0.235
0.235
-D+0.750Lr+0.750L+H
0.094
0.094
+D+0.750L+0.750S+H
0.200
0.200
+D+0.60W+H
0.094
0.094
+D+0.70E+H
0.094
0.094
+D+0.750Lr+0.750L+0.450W+H
0.094
0.094
+D+0.750L+0.750S+0.450W+H
0.200
0.200
+D+0.750L+0.750S+0.5250E+H
0.200
0.200
+0.60D+0.60W+0.60H
0.057
0.057
+0.60D+0.70E+0.60H
0.057
0.057
D Only
0.094
0.094
Lr Only
L Only
S Only
0.141
0.141
W Only
E Only
H Only
1%
CITY OF
Federal Way
PERMIT NUMBER 1(to
0"' PERMI*APPLICATION
SEP 2 S 2016 PERMIT CENTER + 33325 811, Avenue South + Federal Way, WA 98003-6325
253-835-2607 + FAX 253-835-2609 + pen-nitcenter@cityoffederalway.com
CITY OF FEDERAL WAY
TARGET DATE 2 " 14
SITE ADDRESS
g04 S z y 6 tL , Qj W �JA 9 J&3
SUITE/UNIT #
PROJECT VALUATION
$
ZONING
ASSESSOR'S /PARCEL #
1 b_ S � 5
TYPE OF PERMIT
AUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT
PROJECT DESCRIPTION
Detailed description of work to
be included on this permit only
NAME
=PRI PHONE 6G
PROPERTY OWNER
MAILING RESS
E- L
CITY e
FSZT1
ZIP
W& 7
V �� '-
NAME ��J
Ll V�
PHONE
MAILING ADDRESS
E-MAIL
CONTRACTOR
CITY
"c
STATE
ZIP
FAX
-.—
WA STATE CONTRACTOR'S LICENSE #
EXPIRATION DATE
FEDERAL WAY BUSINESS LICENSE #
NAME �p
PRIMARY PHONE
MAILING ADDRESS
E-MAIL
APPLICANT-
CITY 1!�
STATE
ZIP
FAX
PROJECT CONTACT
NAME
IV6
PRIMARY HONE
- >Gt 0
MAILING ADDRESS
E-MAIL ^
J
(The individual to receive and
respond to all correspondence
CITY
STATE
ZIP
FAX (�
concerning this application)
PROJECT FINANCING
NAME C— NC
OWNER -FINANCED
MAILING @pDRESS, CITY, STATE, ZIP
' '""
PHONE
When value is $5,000 or more
(RCW 19.27.095)
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 citu as a part of this application.
o� %
SIGNATURE: DATE
PRINT NAME: EA l ' ^ / "
Bulletin #100 — January 29, 2016 Page 1 of 2 k:\Handouts\Permit Application
. 61)lt
`sf
MECHANICAL PERMIT
Indicate how many of ea.
_ AIR HANDLING UNITS
_ AIR CONDITIONER
_ BOILERS
_ COMPRESSORS
DUCTING
A/,//4
,//4
Ffixture to be installed or rel
FANS
FIREPLACE INSERTS
FURNACES
GAS LOG SETS
GAS PIPING
VALUE OF MECHANICAL WORT'
El
f this project. Do not include
GAS PIPE OUTLETS _
HOODS (commercial)
HOT WATER TANKS (Gas)
REFRIGERATION SYST
WOODSTOVES
g factures to remain.
OTHER (Describe)
PLUMBING PERMIT
/U /,A
EXISTING
VA LUE OF PLUMBING WORK
Indicate how many o each type o
re to be installed or relocated as part o this project. Do not include existing res to remain.
BATHTUBS (or Tub/Shower Combo)
LAVS (Hand Sinks)
TOILETS
WATER PIPING
DISHWASHERS
RAINWATER SYSTEMS URINALS
OTHER (Describe)
DRAINS
SHOWERS
VACUUM BREAKERS
SECOND FLOOR
DRINKING FOUNTAINS
SINKS (Kitchen/utility)
WATER HEATERS (Electric)
HOSE BIBBS
SUMPS
WASHING MACHINES
TOTAL FIXTURES
# of
Stories
................ ---... -....................... _......._......_...__...__..._....._......._._._............_..........._._
DECK
GENERAL INFORMATION
...... _... _....... ...... _........ ...... ........... _..__.._................ _...... _............ --..._....---................... _._........ .... _..
GARAGE ❑ CARPORT ❑
CRITICAL AREAS ON PROPERTY?
WATER PURVEYOR
SEWER PURVEYOR
VALUE OF EXISTING IMPROVEMENTS
/U iA
PROJECT AREA ONLY
K�
$
0
EXISTING/PREVIOUS USE
LOT SIZE )In Square Feet)
EXISTING FIRE SPRINKLER SYSTEM?
PROPOSED FIRE SUPPRESSION SYSTEM?
SF ► (
ESTIMATED SELLING PRICE $
❑ Yes No
❑ Yes / No
RESIDENTIAL - NEW OR ADDITION
AREA DESCRIPTION (in square feet)
EXISTING
PROPOSED
TOTAL
FOR OFFICE USE
BASEMENT
NEW BUILDING
........._.. ... _..... ..... _...... --..................... ..........................._..................... .............................. ____ .......... ...............
FIRST FLOOR (or Mobile Home)
ADDITION
.................................... _.......... _....... _._..... __.............. _.._........ _....... __...-.__................. _............ _._.......... ....
SECOND FLOOR
COMMERCIAL — REMODEL/TENANT IMPROVEMENTS
......................_........ ............ _...__...__.__._...... _............... _.................. I .... __......................
COVERED ENTRY'
Occupancy Group(s)
Construction
a
# of
Stories
................ ---... -....................... _......._......_...__...__..._....._......._._._............_..........._._
DECK
...... _... _....... ...... _........ ...... ........... _..__.._................ _...... _............ --..._....---................... _._........ .... _..
GARAGE ❑ CARPORT ❑
TENANT AREA ONLY
................ _.._..... _......... _............. __...----........ __.......... _................... --... ............ ._.._._........... _
OTHER (describe)
PROJECT AREA ONLY
Area Totals
EXISTING
PROPOSED
,1,0
.............. _.............. .................................. _...... _.._.--......... _..............................__.......I.................._.
**NEW HOMES ONLY**
ESTIMATED SELLING PRICE $
# OF BEDROOMS
COMMERCIAL — NEW/ADDITION
AREA DESCRIPTION
Area in
Square Feet
Occupancy Group(s)
Construction
a
# of
Stories
Additional Information
NEW BUILDING
ADDITION
COMMERCIAL — REMODEL/TENANT IMPROVEMENTS
AREA DESCRIPTION
Area in
Sq are Feet
Occupancy Group(s)
Construction
a
# of
Stories
Additional Information
TOTAL BUILDING
TENANT AREA ONLY
PROJECT AREA ONLY
Bulletin #100 —January 29, 2016 Page 2 of 2 k:\Handouts\Permit Application