HomeMy WebLinkAbout15-105496City of Federal Way
Community & Econ. Dev. Services
33325 8th Ave S
Federal Way, WA 98003
Ph: (253) 835-2607 Fax: (253) 835-2609
Building - Commercial'
Permit #: 15-10549"OrCO
Inspection Request Line: (253) 835-3050
Project Name: MADERA WEST CONDOMEVUMS BLDG V
Project Address: 31500 33RD PL SW Bldg V .
Project Description: REM - Remove and replace existing rotten framing.
Parcel Number: 500790 0000
Owner
MADERA WEST LLC
AR iiR cant
NEIL GOKEY
Contractor
WES CONSTRUCTTON
Lender
2125 WESTERN AVE SUITE 400
32217 3RD AVE SW
WESCOC*916DT (3/30/17)
SEATTLE WA 98121
FEDERAL WAY WA 98023
1806 MARINE DR NE
MARYSVILLE WA 9827A
1100,
r00*iven Census Category: 437 - Commercial alt / /*
Includes: #1 #2 0,A3 #4
Occupancy Class:
Construction Type:
Occupancy Load
Floor Areas . ft. 0 0 0
-1 4/
on ermit 1 ` ation
Mechanical to be Included? ......... ................... o mber of Stories ................................................. 3
Permit for Building Shell Only?........ �...... , o lambing to be Included?......................................No
New / Additional Sq. Feet - Total......... N.......... 0
No Fi res Avocialti With This Permit 11
'**XY e
CONDITIONS:
to Pelt&spAtion without plans.
PERMIT EXPIRES Monday, April 25, 2016
Permit Issued on Wednesday, October 28, 2015
I hereA certify that the above information is correct and that the construction on the above described property and
the ccupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington
anq the City of Federal Way.
wner or agent: Date:
- t
CRY OF 1;0&
Federal Way
PERMIT #:
Project:
THIS CARD IS TO REMAIN ON-SITE
Construction Inspection Record r
INSPECTION REQUESTS: (253) 835-3050
15 -105496 -00 -CO Address: 31500 33RD PL SW Bldg V
MADERA WEST LLC 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 coveted "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.
Drainage/Downspout (4040)
Approved to backfill
By Date
Re -steel (4215)
Approved to place concrete or grout
By Date
Initial Erosion Control (4365)
Footings/Setback (4110)
By
Foundation Wall (4115)
Approved
To be done prior to breaking ground
By
Approved to place concrete
By
Approved to place concrete
By
Date
By
Date
By
Date
Drainage/Downspout (4040)
Approved to backfill
By Date
Re -steel (4215)
Approved to place concrete or grout
By Date
Roof Sheathing (4220)
Approved to install roofing
By Date
Prior to scheduling a Framing inspection;
I
lectrical, Plumbing & Mechanical Rough -in and
re/Draft Stop inspections must be signed -off and
approved. IBC 109.3.4
Gypsum Wallboard Nailing (4130)
Approved to install mud & tape
By Date
0 Fire/Draft Stops (4095)
Approved
By Date
Framing (4120)
Approved to insulate
By�l7 Date/ � �6 / l"
Suspended Ceiling G1
Approved to drop tile
By Date
Slab/Concrete Floor (4255)
Approved to place concrete
By
Date
Roof Sheathing (4220)
Approved to install roofing
By Date
Prior to scheduling a Framing inspection;
I
lectrical, Plumbing & Mechanical Rough -in and
re/Draft Stop inspections must be signed -off and
approved. IBC 109.3.4
Gypsum Wallboard Nailing (4130)
Approved to install mud & tape
By Date
0 Fire/Draft Stops (4095)
Approved
By Date
Framing (4120)
Approved to insulate
By�l7 Date/ � �6 / l"
Suspended Ceiling G1
Approved to drop tile
By Date
Underfloor Framing (4285)
Floor Sheathing (4105)
Approved
Shear Walls (4245)
By
Approved to sheath floor
By
Date
Approved to install flooring
By
Date
Approved to install siding
By
Date
By
Date
By
Date
Roof Sheathing (4220)
Approved to install roofing
By Date
Prior to scheduling a Framing inspection;
I
lectrical, Plumbing & Mechanical Rough -in and
re/Draft Stop inspections must be signed -off and
approved. IBC 109.3.4
Gypsum Wallboard Nailing (4130)
Approved to install mud & tape
By Date
0 Fire/Draft Stops (4095)
Approved
By Date
Framing (4120)
Approved to insulate
By�l7 Date/ � �6 / l"
Suspended Ceiling G1
Approved to drop tile
By Date
0 Interim Erosion Control (4370)
Approved
By Date
13 Insulation (4150)
Approved to install wallboard
By Date
Final - S K F & R (4060)
Approved
By Date
0
Final Erosion Control (4375)
Final - Building (4050)
Approved
Right of Way--^
Approved
By
Approved
By
Date
Date
By
Date
0 Interim Erosion Control (4370)
Approved
By Date
13 Insulation (4150)
Approved to install wallboard
By Date
Final - S K F & R (4060)
Approved
By Date
0
Rough Electrical
Approved
Final Electrical
Approved
Right of Way--^
Approved
By
Date
By
Date
By
Date
DIBBLE ENGINEERS, INC.
Professional Structural Engineering Services
September 22, 2015 FILE
IMPROCON
Mr. Jehan Bharucha
8201 164th Avenue NE #200
Redmond, WA 98052
RE: DEI Project: 15.186
Madera West — Structural Repairs
31500 33rd Place SW
Federal Way, WA 98023
Dear Mr. Bharucha:
Structural
Review
Summary
Dibble Engineers, Inc. (DEI) completed a site visit on September 17, 2015 to review the dry rot damage and deterioration
to structural framing at the Madera West Apartment Complex located at the address above. The scope of our review
includes only the specific areas of damage reviewed during the site visit. Included are our repair recommendations for
the damaged framing needing remediation.
Location: Building V, East, Unit V104
Damage:
The existing rim board and double top plate of the wall display significant rot and deterioration, as shown in Figure 1
below. Floor joists running parallel to the rim board show no evidence of rot or decay. The strap holdown located on the
bottom right bundled stud of the wall displays minimal amounts of surface rust.
Rust on Hold Down Strap
Repair:
Contractor to remove and replace the damaged rim and top plates in-kind. See Wood Remediation Guidelines for
additional information. Provide temporary shoring for the floor framing above as required. Mechanically -remove all rust
from the holdown and apply galvanizing compound spray. Remove and replace all rusted holdown nailing in-kind.
1029 Market Street, Kirkland, IYA 98033 P. 425.828.4200
DIBBLE
Project MA
Subject
ENGINEERS, INC Project No.
Sheet No.
sr -(-
By
GENERAL WOOD REMEDIATION GUIDELINES
These guidelines outline Dibble Engineers general recommendations for the repair of
untreated structural wood frame members that have limited wood decay and
deterioration due to water infiltration.
Temporary Shoring; Any structural framing suspect of collapse or indicating instability
shall be shored immediately. Safety of the occupants, the construction labor and the
building structure are of the first priority. In all cases the contractor is responsible to
provide temporary shoring of the structure as required during the repair of deteriorated
framing.
Determine the magnitude of decay that penetrates into the structural framing members
using a small flathead screwdriver or an awl as a test probe. Expose the wood rot and
decay to the fullest extent possible. Structurally competent wood should be resistant to
the insertion of the tool.
All rot is to be removed from the framing member and the structure.
Wood Treatment: All structural framing that has had rot removed or has been exposed
to significant moisture (with a moisture content above 19%) or is currently wet should be
treated for both a one time surface growth cleaner and treated to limit future growth. A
good surface treatment cleaner should include a 50/50 water/bleach mixture that is
spray or roller applied and will kill surface growth. A second treatment for a longer term
mildicide and growth inhibitor should then be applied. A wood preservative treatment,
such as the Jasco Green Termin-8, should be generously applied by brush or roller in
accordance with the recommendations of the manufacturer.
Surface Mold & Fungus growth: Framing members that have not experienced fungal
decay but exhibit surface mold may remain in place provided that the mold is removed
through chemical treatment.
Replacement: Framing members that require removal and replacement based on the
criteria below shall be replaced with new wood framing that comply with the original
construction documents, unless deviations from these documents are specified in the
construction documents generated for the repair. Framing with exterior exposure and/or
in contact with concrete shall be pressure -treated. See the General Structural Notes for
recommendations on metal fasteners used to connect pressure treated wood.
IN
Special Conditions: Where questions arise regarding the extent of deterioration E''' I
mitigation, the structural engineer will make the final determination. For uniqu
conditions and areas of significant deterioration the structural engineer is to
contacted to assist in generating detailed recommendations.
1744
Project No. Sheet No.
Project q Date
Subject By ,'SN C)
Project and Framing Specific Recommendations:
Studs
Minor deterioration on the surface of the stud (up to 3/16" deep) will require removal of
the surface rot through a mechanical effort treated with an appropriate fungicide and
with a wood preservative. The addition of a matching stud nailed along side (sistered)
with 16d commons @ 12" o.c. may be necessary to achieve a plumb surface for proper
nailing of sheathing and wallboard.
Significant deterioration to the stud (more than 3/16" deep by up to one-quarter of its
length) requires sistering or the removal and replacement of the deteriorated stud. All
abutting framing, whether wet or not is to be treated with an approved wood
preservative. All studs with significant deterioration at holdowns need to be addressed
by the engineer on a case-by-case basis..
Top and Bottom Plates
Replace all plates at bearing walls and/or shearwalis which show signs of deterioration
with new material. All framing lumber in contact with concrete shall be replaced with
treated framing with an approved wood preservative. The degree of visible deterioration
alone should not determine whether a plate is to be replaced since the plate can trap
water between surfaces where it is not readily visible. If rot is suspected, subsurface
explorations should be performed or the plate should be removed and replaced.
Splice Sill plates to concrete by butting members together and strapping across the joint
with a Simpson LSTA24 strap. Provide a minimum of two 5/8" diameter anchorbolts in
each section of the bottom plate. Provide one bolt with in 12" of each end of the sill
plate and provide a maximum bolt spacing of 48" on center. The retrofit product
Simpson's Titen HD 5/8" Concrete screw anchors with a minimum embedment of 5"
should be considered for replacement bolt installation. Site specific conditions should
be reviewed by the Engineer.
Top and Bottom Plates at shearwalls that are replaced are to be strapped to adjacent
plates with a minimum Simpson LSTA24. Stagger the splice location of the doubi
plates. Site specific conditions should be reviewed by the Engineer. pwy w�c"y�
Perimeter Headers and Rim Joists A `c
Minor deterioration on the surface of the rim joist or header (up to 3/16" deep) IY,� s74a5
require removal of the deteriorated portions, treating the retained material with
fungicide, an approved wood preservative and infilling the voids as required.SfotvAL
Significant deterioration to the rim joist or header (more than 3/16" into any surface)
requires removal and replacement of the deteriorated member. Consult the engineer
for specific cases with limited area. All abutting framing, whether wet or not is to be
treated with an approved wood preservative.
MBB
Project
Subject
Project No,
LE ENGINEERS, IN C
Sheet No.
By�l�
Built -Up Headers: In locations where the deterioration is limited to the exterior member
of built-up headers, the removal and replacement of only the exterior member is
acceptable. The entire length of the header section of the member is to be removed and
replaced. (Do not splice)
Solid Sawn Floor Joists and Beams
Minor deterioration on the surface of the joist or beam (up to 3/16" deep) will require
removal of the deteriorated portions, treating the retained material with a fungicide, an
approved wood preservative and infilling the voids as required.
Significant deterioration to the joist or beam (more than 3/16" into any surface) requires
removal and replacement of the deteriorated member. Consult the engineer for specific
cases with limited area. All abutting framing, whether wet or not is to be treated with an
approved wood preservative.
Floor I -Joists
The existing floor and roof joists are manufactured 1 -joists or combination open web
wood -metal joists. These framing members are not a redundant member. If there is
any deterioration in the top or bottom chords or webs, the joists will either be replaced
full length or sistered with a new joist. The engineer will provide details on a case-by-
case basis. Provide temporary shoring for conditions with rot decay suspect of
collapse.
LVL and PSL Beams
Standard LVL and PSL have limited ability for wet -dry cycles are not intended for use in
wet conditions. If it appears that the beams have experienced multiple cycles of
moisture the beam should be removed and replaced. Repair procedures will be
determined by the engineer on a case-by-case basis. Beams that are found with higher
moisture content the 20% should be considered for replacement.
Plywood Floor, Roof, and Wall Sheathing and Gypsum Wall Sheathing
is
Deteriorated Floor and Roof Sheathing shall be removed and replaced in minimum 4 -ft
x 4 -ft sections as shown in the details.
A. Lat
WASN����j
Detbriorated Wap Sheathing shall be removed and replaced in minimum 4-ftx
sections. The new sheathing shall be nailed to new blocking at all panel edg
match the stud depth at the sheathing edges.
••I -:. ` t A .. p
At
CITY OF 1.11
Federal Way
PERMIT NUMBER j ✓
#ECEIVED
OCZ 252015
PERMI'1fAPPLICATION
CITY OF FEDERAL WAY
1 U5 q�D� � - C D
TARGET DATE 12-5� /
SITE ADDRESS
SUITE/UNIT !
31 00 33 1Oo p
PROJECT VALUATION
$
ZONING
ASSESSOR'S TAR/PARCEL /
i boo
to
's s -a -I 1 2 -
TYPE OF PERMIT
P -BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT
a Cm M10 /a/"
n
PROJECT DESCRIPTION
Detailed description of work to
be included on this permit only
PROPERTY OWNER
NAME
ch%UA�/
PRIbURYPRONS
)g Oyba-51
MAILING ADDRESS /00 jj- hS,30
.5%G 11
T
f&l
1
ZIP
�
NAME 1� C 7�
Ps ONE 36
ADDRESS
itrAu.D! n& � �p/ �
�� we - , M.
CONTRACTOR
c
' 1)e
BTA
ztP �?AV
i ya - mat
WA STATE CONTRACTOR'S LICENSE 8
EXPIRATION DATE
FEDERAL WAY BUSINESS LICENSE !
W'S<C1A)1r-
NAM
PR4dARY P ONE
7G /O
MAILING ADDRE88
S&)
`
APPLICANT
17 "A
'a.0
s !
cqT— , ) STA
ZIP 9
FAX
NAME
PRIMARY ONE G
D
PROJECT CONTACT
b
mG j DDS A 1�
(O IV
',
(The individual to receive and
respond to all correspondence
, e
sT ^
ry
zIP �� r
/
NJ Qaj
concerning this application)crrg
PROJECT FINANCING
NAME
❑ OWNER -FINANCED
Required value of $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 cert�fi,/ that to the best
of my knowledge, the information submitted in support of this permit application is true and correct. I cert(jy 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
Wormation supplied to the city as a part of this application.
J
SIGNATURE: r DATE (� / �� /�
)k e
O G�J
PRINT NAME: Wed [.-�/� %C
Bulletin # 100 — January 1, 2013 Page I of 3 k:\Handouts\Permit Application
PM
9A
SDI'
