14-105117 • •uilding = Single Family
City &Federal D Way 41111111_ Permit #: 14-105117-00-SF
CommunityEcon. Services
33325 8th Ave S
Federal Way,WA 98003ILE
Inspection Request Line: (253) 835-3050
Ph:(253)835-2607 Fax:(253)835-2609 p a
Project Name: COONTZ
Project Address: 29211 7TH PL S Parcel Number: 515270 0060
Project Description: REM-Remodel existing master bedroom and bathroom to include replacement of existing
insulation,existing windows,addition of(3)windows and enlargement of existing patio
door.Mechanical included. Plumbing on separate permit.
Owner Applicant Contractor Lender
MICHAEL COONTZ MATTHEW MEIR REAL PRO CONTRACTING OWNER IS LENDER
29211 7TH PL S REAL PRO CONTRACTING REALPPC881CZ(2/18/16)
FEDERAL WAY WA 98003 3412 52ND AVE NE 3412 52ND AVE NE
TACOMA WA 98422 TACOMA WA 98422
Census Category: 434 -Residential alt/add- no change in number of units
Includes: #1 #2 #3 #4
Occupancy Class:
Construction Type:
Occupancy Load:
Floor Area(sq.ft.) 0 0 0 0
Additional Permit Information
New/Additional Sq.Feet-3rd Floor 0 New/Additional Sq.Feet-Basement 0
Mechanical to be Included? Yes Plumbing to be Included? No
Zoning Designation RS 9.6
Mechanical Fixtures
Fans 2
CONDITIONS:
1.All new windows replaced shall comply with IRC 310.1 for egress at bedrooms.
2.The minimum net clear opening height shall be 24 inches.
3.The minimum net clear opening width shall be 20 inches.
4. Sill height(opening) of not more than 44 inches above the floor.
5.All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet(0.530
m2). Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet(0.465 m2).
PERMIT EXPIRES Wednesday, June 10, 2015
,Permit Issued on Friday, December 12, 2014
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: 17--12-- 1 �{
g, i
i THIS CARD IS TO MMAIN ON-SITE '
•
CITY OF ---__ Construction Inspection Record
Federal Way INSPECTION REQUESTS: (253) 835-3050
PERMIT#: 14-105117-00-SF Address: 29211 7TH PL S
Project: MICHAEL COONTZ FEDERAL WAY, WA 98003-3608
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.
0 SWM Precon Site Mtg(4400) ❑ Initial Erosion Control(4365) ❑ Underfloor Framing(4285)
Approved To be done prior to breaking ground Approved to sheath floor
By Date By Date By Date
❑ Floor Sheathing(4105) ❑ Shear Walls (4245) ❑ Roof Sheathing(4220)
Approved to install flooring Approved to install siding Approved to install roofing
By Date By Date By Date
El Mechanical Rough-in (4165) 0 Gas Piping(4125) ❑ Fire/Draft Stops(4095)
Approved Approwl to release test Approved
By •%{ L- Date i z_2.2„.-1By ate A By 1 ,� b_- Date i2-22- -I 1
❑ Interim Erosion Control 4370
( ) Prior to scheduling a Framing inspection; 0 Framing(4120)
Approved Electrical,Plumbing&Mechanical Rough-in and Approved to insulate
Fire/Draft Stop inspections must be signed-off and
By Date {
approved. IBC 109.3.4 By i';\--t Date 12_ -12--4 L(
0 Insulation (4150) ❑Gypsum Wallboard Nailing(4130) ❑ Final Erosion Control(4375)
Approved to install wallboard Approved to install mud&tape Approved
By f A.L. Date it -2,1.-1 Lk By r A,.,_ Date i . ! S- By Date
0 Final-Mechanical(4065) ❑ Final-Building(4050)
Approved Approved
By Date By Date t.%^.1 t_t 3
❑ Rough Electrical Final Electrical Right of Way
Approved Approved Approved
By Date By Date By Date
•
CITY OF "` PERMIT 9,PPLICATION
Federal Way Reams)
1 0 ,E ( 9."E
OCT 0 2 2014 t 0 ,7j- '0
PERMIT NUMBER I l- I _
— — — CITY arftrIkAAL WAY
SITE ADDRESS ///J �'_''] CDS SUITE/UNIT#
PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL# C y
TYPE OF PERMIT Ri BUILDING ❑ PLUMBING 54 MECHANICAL ❑ DEMOLITION ❑ ENGINEERING 0 FIRE PREVENTION
NAME OF PROJECT
.44&`)‘C...-tZ• IS 9/4 i c_
PROJECT DESCRIPTION _
Detailed description of work to U?OA TE A9 i-W7 c-,2_ W'-s,--iC- / Tri't j LE t .' )V4 7 1;0,0 % 1'E&Lekct
be included on this permit only •
C:>42.-,-,-c•r JL. '..>T-A1) ow<7 y (743,7-1 D poo R. - AO D TN 2QQ ,-3e4-‘i
NAME PRIMARY PHONE
PROPERTY OWNER MXl>viEt- coo/02, TE ILEA .v F1 S. J. 5Q+-L-)?ittiti.Zt-s.Ywrz ZS3 (,53 57`3`}'
MAILING ADDRESS E-MAIL �L_tL'U,V.3E-- TI•-I,(4
CITY STATE ZIP
(:- - aAL, t,✓A / CNA u 0°>
NAME PHONE
1-E..7'kL y RC C6"'I IzrJ.t.`�Y" 31 '24,77 15 1 c `'( /i
MAILING ADDRESS E-MAIL
CONTRACTOR 3 W\Z SLA)' A..-c NG
CITY STATE ZIP FAX
•t A Co ", w44 `j'43 u-22,....
WA STATE CONTRACTOR'S LICENSE# EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE#
CL.rc/o.L-PVC* iZ_ / / _
NAME PRIMARY PHONE
APPLICANT MAILING ADDRESS E-MAIL
CITY STATE ZIP FAX
NAME PRIMARY PHONE
PROJECT CONTACT /v?AT I i f E A4 E.:I-L 2
(The individual to receive and MAILING ADDRESS E-MAIL
respond to all correspondence ---4,Ut1-- S 'U) Ate= p
concerning this application) CITY STATE ZIP FAX
NAME
PROJECT FINANCING 0 OWNER-FINANCED
Required value of$5,000 or more MAILING ADDRESS,CITY,STATE,ZIP PHONE
(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 Iaws 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.
SIGNATURE: '�~— _ .""..... DATE U) -z_- 1 4
PRINT NAME: MAF-r-i 4 w ,"A-d...-Sc 1-
I
Bulletin#100-January 1,2013 Page 1 of 3 k:\Handouts\Permit Application
11111 • r
VALUE OF MECHANICAL WORK
MECHANICAL PERMIT $ 2.40 '
Indicate how many of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain.
AIR HANDLING UNITS y FANS GAS PIPE OUTLETS OTHER(Describe)
AIR CONDITIONER FIREPLACE INSERTS HOODS(commercial)
BOILERS FURNACES HOT WATER TANKS(Gas)
COMPRESSORS GAS LOG SETS REFRIGERATION SYST
DUCTING GAS PIPING WOODSTOVES
VALUE OF PLUMBING WORK
PLUMBING PERMIT
Indicate how many of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain.
BATHTUBS(or Tub/shower combo) LAVS(Hand Sinks) TOILETS WATER PIPING
DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe)
DRAINS SHOWERS VACUUM BREAKERS
DRINKING FOUNTAINS SINKS(Kitchen/Utility) WATER HEATERS(Electric)
HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES
GENERAL INFORMATION
CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS
\t/e, , t.,/r $ 7 5 O v
EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM?
❑Yes%L.No ❑Yes 14.No
'jM✓tel
RESIDENTIAL - NEW OR ADDITION
AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE
BASEMENT
FIRST FLOOR(or Mobile Home)
SECOND FLOOR
COVERED ENTRY
DECK
GARAGE ❑ CARPORT ❑
OTHER(describe)
EXISTING PROPOSED TOTAL
Area Totals
**NEW HOMES ONLY**
ESTIMATED SELLING PRICE$ #OF BEDROOMS
COMMERCIAL—NEW/ADDITION
AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information
in Square Feet Type Stories
NEW BUILDING
ADDITION
COMMERCIAL—REMODEL/TENANT IMPROVEMENTS
AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information
in Square Feet Type Stories _
TOTAL BUILDING
TENANT AREA ONLY
PROJECT AREA ONLY
Bulletin#100—January 1,2013 Page 2 of 3 k:\Handouts\Permit Application
PERMIT #: 14-105 -00-SF
ADDRESS: 29211 Place S SITE
PROJECT: Remodel
COONTZ I_L_ GROSS
DATE: 10/2/14 STRUCTURAL ENGINEERS
PROJECT MEMORANDUM
Date: September 1 7, 20 I 4
To: Ken Westmark, Pro-Built Construction
From: Mark Spode', P.E.
I.L. Gross Structural Engineers
Re: Federal Way Residence Framing •
I am writing this letter to summarize the recommended repairs to the floor framing in the main
bathroom area of the residence located at 292117th Place South in Federal Way,WA. The
following notes and recommendations are based on my observations from the construction site
this morning, and my subsequent analysis.
There are two areas of concern in the existing floor framing around the master bathroom. The
most prominent issue is the notching of the existing floor joists around the interior plumbing
wall in the bathroom, adjacent to the location of the new vanity. In this area it appears that, as
part of previous plumbing work,the 2x12 floor joists were significantly notched to run drain and
vent lines. Fortunately,the area was framed with each joist only spanning four feet between a
pair of built up beams, presumably to allow for room for the plumbing lines.
Based on my analysis of the 2x12 (11")joists in place,the floor joists can safely accommodate a
notch of up to 4.5" square,or 5" in diameter without the need for additional reinforcing,
provided that the notch is at least 6"from the end of the joist. In the area where a larger notch
has been removed from the floor framing, as well as a notch adjacent to the supporting beam, a
new 2x4 should be sistered to the bottom of the existing joist to provide additional support.
The new 2x4 should extend at least 10" beyond the edge of the notch,or to the face of the
support, and should be attached to the existing joist with 10d common nails(or eq.) at 6"on
center for its length.
In the second location, a section of approximately 30" of existing joist has been previously
removed,with no apparent framing installed to carry the floor load in its place. In this location,
a new 2x12 will need to be installed alongside the existing joist. The new member should
extend from the existing rim joist at the exterior wall,to not less than 18" past the existing floor
joist in order to adequately splice the new and existing joists together. The new joist should be
toe nailed to the existing rim joist, and fastened to the existing framing with two rows of 10d
nails spaced at 6" on center. The new joist member may be notched up to 1%2"at the bottom
face to accommodate the existing floor framing,and it is acceptable to drill up to 3.5" diameter
holes in the joist for the required plumbing drain lines, provided they are located no closer than
4" from the bottom of the joist.
23914 56th Ave West Suite 200 Mountlake Terrace,WA (206)623-0769 (425)640-7333
qT1I1
• •
Memo to Ken Westmark V
September 17,2014
Page 2
Finally, in the roof framing above the main hallway,there are up to three small diameter
(approximately one inch) have been drilled in the existing 2x10 rafters. Although the holes are
not located in the center 1/3 of the joist depth as is typically recommended, because of their
size they do not pose a problem for the framing over the hallway.
I trust that this letter is sufficient for your current needs, please let me know if you need
anything further from our office on this matter.
Mark Speidel, P.E.
I.L. Gross Structural Engineers
T.SPE/b:
4, 3 : G'o i
07,
�
'P� QFC S`ER, V� :
Cc:File Memo By: Mark Speidel
s
Ak
ler
e
• /
-s to- 1 .,t -
y
/
f / x
-... � fes- 1- ,17..;
Yt /0>c4_--
_'\ V` ' - .�
��4 0.,+ I 4 "d.. k -ate - bZ -,
3.
.w$� "' eta
.+ :
..: ''-': to z .
V� • -4r .
VY
- --' t Zl mid �t „E
y
• 1
1 1t ! 8 1 a
l 4 w:
a m_ V w }
L`t's
54
4a a
�' .y-'^tea, '� f -,7-----,,,,,,„,_',,..7
. YR- s- '1,44 +-c"F•
i
k
`+, ;?�.,' ., ex �...ii
rte. •,,.. � ¢� - '
.*><,. �� -44'44...HH ---
I-
' �.
a 4 i.. m - ,
i - .- �` ,.` IiiAWS rr 5
•
- •
;" +t ems' 'z "k- s -r sg. ,
#� . *", ',.4`'t ? fib`' '„6718,2:':.--' 7-.-",,..,-.-.,...
•
• •
41 5 4dt Ci , + k'�e l dio Pt:r 4r t, fA-4,4.(i
t .e ft* r ter—re- .r ' t2 e is 07.to
�D'ZGfGhjYl l C. v� ctd) �` , v✓' �� (J E41,-tt-*, 7. .> iw( Owe. i2.t'k,i) s 114 j'2ett-Pvs- 3, -k)
7.06 ,ry (Au) dfr, izoes4 � +
4-7
V Kul CPQ
4-p 5, 0 Gt.. -C"t7 rx,r ( f-/ e MI)r.rov'1 i .V tr
�(6�yst ) kI2 r i 4-G� 2 e N04-c-4
Y ✓`z 6004 C)k l4-c (o,zv c s .zea/c L i'3
(A)1-16-1.4--C 14 o- x-13 LC riv`77 C G4 f S
tori lac Pkv p 7401- d-r `r r f r
c l o w
•Wit— -C ! -5 - O r w/ 01-7x/ J 444: oar
`$cit S e'A--M d to-A !® _ (of
ya tt t t fh.t tiev "-ma 110.41 t Id I r.. t4 K. e 1,4.,�.r..
ti) (ZCTW1 1-- 10 A e 4-qL c e I"'`ai kr "'`o'.7.r44
t4`fp l4 et_o L .. trtgOO F-- ''te �i ' re.AvIt. 414e" - ' ens x,.4ew.4
'uG-CC.k C0 4/2.,44,WTIPC/ 144- dyc re7/2..01 x,
SHEET TITLE SCALE DATE
PROJECT DESIGNED BY
ecti l - ( kzP1 L:1 Fri
I.L. GROSS
BYRDCIORAL&7QQ�8 CLIENT CHECKED SHEET
23914 56th Avenue West-Suite 200 Mountlake Terrace,Washington 98043 (Ph) 206.623.0769 or 425.640.7333
} •• IL Gross Structural Engs Project Title:
Mark Speidel,P.E. Engineer: Project ID:
www.igross.com Protect Descr:
it
(206)623-0769
Multile Sim le Beam File=C:lUserslPublic1DOCUME-11PROJEC-112014MI-112014MI-1.EC6
p p ENERCALC,INC.1983-2014,Bulld:8.14.9.4,Ver:6.14.9.4
Lic.#:KW-06008133 Licensee:I.L.GROSS STRUCTURAL ENGINEERS
Description : Federal Way Framing Checks
Wood Beam Design : Ex. Joist with 5"notch
Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-10
BEAM Size: 1.50 X 5.50 Sawn, Fully Unbraced
Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending
Wood Species Hem Fir Wood Grade: No.2
Fb-Tension 850.0 psi Fc-Pill 1,300.0 psi Fv 150.0 psi Ebend-xx 1,300.0 ksi Density 27.70 pcf
Fb-Compr 850.0 psi Fc-Perp 405.0 psi Ft 525.0 psi Eminbend-xx 470.0 ksi
Applied Loads
Unif Load: D=0.020, L=0.040 k/ft,Trib=2.0 ft
Point: D=0.160 k @ 2,0 ft
Design Summary
D(0 040 L(0 080)
Max fb/Fb Ratio = 0.819. 1 i�� � .
fb:Actual: 634.71 psi at 2.000 ft in Span#1
Fb:Allowable: 774.56 psi ,�ji`F � "=s
Load Comb: +D+L+H
Max fv/FvRatio= 0.402: 1
fv:Actual: 48.29 psi at 0.000 ft in Span#1
Fv:Allowable: 120.00 psi 4.0 ft, 1.50 x 5.50
Load Comb: +D+L+H Max Deflections
Max Reactions (k) D L Lr S W E H Downward L+Lr+S 0.017 in Downward Total 0.039 in
Left Support 0.16 0.16 Upward L+Lr+S 0.000 in Upward Total 0.000 in
Right Support 0.16 0.16 Live Load Defl Ratio 2801 >360 Total Defl Ratio 1218 >240
Wood Beam Design : double 2x replacing notched joist
Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-10
BEAM Size: 2-2x4,Sawn, Fully Unbraced
Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending
Wood Species: Hem Fir Wood Grade: No.2
Fb-Tension 850.0 psi Fc-Pr!! 1,300.0 psi Fv 150.0 psi Ebend-xx 1,300.0 ksi Density 27.70 pcf
Fb-Compr 850.0 psi Fc-Perp 405.0 psi Ft 525.0 psi Eminbend-xx 470.0 ksi
Applied Loads
Unif Load: D=0.020, L=0.040 k/ft,Trib=2.0 ft
Point: D=0.160 k @ 2.0 ft
Design Summary 0(0 040L(o 050)
Max fb/Fb Ratio = 0.770. 1 t
fb:Actual: 783.67 psi at 2.000 ft in Span#1
Fb:Allowable: 1,018.22+D+L+H psi
Load Comb: +D+L+H
Max fv/FvRatio= 0.341: 1
fv:Actual: 40.91 psi at 0.000 ft in Span#1
Fv:Allowable: 120.00 psi 4.0 ft, 2-2x4
Load Comb: +D+L+H Max Deflections
Max Reactions (k) D L Lr S W E H Downward L+Lr+S 0.033 in Downward Total 0.076 in
Left Support 0.16 0.16 Upward L+Lr+S 0.000 in Upward Total 0.000 in
Right Support 0.16 0.16 Live Load Deft Ratio 1443 >360 Total Deft Ratio 627 >240
Wood Beam Design : ex. 2x12 w/ 12'span
Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-10
BEAM Size: 2x12,Sawn, Fully Unbraced
Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending
Wood Species: Hem Fir Wood Grade: No.2
Fb-Tension 850.0 psi Fc-PrIl 1,300.0 psi Fv 150.0 psi Ebend-xx 1,300.0 ksi Density 27.70 pcf
Fb-Compr 850.0 psi Fc-Perp 405.0 psi Ft 525.0 psi Eminbend-xx 470.0 ksi
Applied Loads
Unif Load: D=0.020, L=0.040 k/ft,Trib=1.330 ft
Design Summary
Max fb/Fb Ratio = 0.782. 1 D(0.02660 L(o 05320)
fb:Actual: 544.77 psi at 6.000 ft in Span#1k g
Fb:Allowable: 696.83 psi , Meta -L -*A.`` Y
Load Comb: +D+L+H
Max fv/FvRatio= 0.240: 1
fv:Actual: 36.03 psi at 11.080 ft in Span#1 12.0 ft, 2x12
Fv:Allowable: 150.00 psi
Load Comb: +D+L+H Max De ections
Max Reactions (k) D L Lr S W E H Downward L+Lr+S 0.108 in Downward Total 0.162 in
Left Support 0.16 0.32 Upward L+Lr+S 0.000 in Upward Total 0.000 in
Right Support 0.16 0.32 Live Load Defl Ratio 1335>360 Total Defl Ratio 890 >240