HomeMy WebLinkAboutPermit D15-0274 - COTTAGE CREEK HOA - CARPORT DEMOLITIONCOTTAGE CREEK CONDO
DEMO
15344 62 AVE S
BLDGA
D15-0274
City of Tukwila
Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone:206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No: 1770500000 Permit Number: D15-0274
Address: 15344 62ND AVE S Issue Date: 10/19/2015
Permit Expires On: 4/16/2016
Project Name: COTTAGE CREEK HOA - DEMO
Owner:
Name:
Address:
WA,
Contact Person:
Name:
STEPHEN TAPP
Phone: (206) 459-5151
Address:
2330 E MADISON ST, SEATTLE, WA,
98112
Contractor:
Name:
D & 1 CUSTOM METAL FAB INC
Phone: (206) 242-3238
Address:
11615 12 AV S, SEATTLE, WA, 98168
License No:
DJCUSMF011MH
Expiration Date: 5/1/2016
Lender:
Name:
N/A- PROJECT UNDER $5000
Address:
, , ,
DESCRIPTION OF WORK:
DEMOLISH EXISTING DAMAGED CARPORT
Project Valuation: $1,500.00 Fees Collected: $117.90
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: Occupancy per IBC:
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
2012
National Electrical Code:
2014
International Residential Code Edition:
2012
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2012
WAC 296-46B:
2014
Uniform Plumbing Code Edition:
2012
WA State Energy Code:
2012
International Fuel Gas Code:
2012
Public Works Activities:
Chan nelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
Permit Center Authorized Signature: 444- Date: 10IM6
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating struc 'on o he per rmance of work. I am authorized to sign and obtain this
development permit and ag e t con i ' ns a hed to this permit. oh
/Signature: Date: t
Print Name:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: 'BUILDING PERMIT CONDITIONS'
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17,
Table 1705.3.
5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be
done by a Washington Association of Building Official Certified welder.
6: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications.
7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete.
8: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Official in
a timely manner.
9: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
10: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
11: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay
bracing.
12: Readily accessible access to roof mounted equipment is required.
13: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop
drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings
shall be maintained on the site and available to the building inspector for inspection purposes.
14: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame
spread index of not more than 25 and a smoke development index of not more than 450. Where facings
are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke -
developed limitations do not apply to facings, that are installed behind and in substantial contact with the
unexposed surface of the ceiling, wall or floor finish.
15: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform
strictly with the recommendations given in the soils report. Special inspection is required.
16: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
17: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work
included in the permit, the structural observer shall submit to the Building Official a written statement that
the site visits have been made and identify any reported deficiencies which, to the best of the structural
observer's knowledge, have not been resolved.
18: All food preparation establishments must have Seattle/King County Department of Public Health sign -off
prior to opening or doing any food processing. Arrangements for final Health Department inspection shall
be made by calling Seattle/King County Department of Public Health, (206/296-4928), at least three
working days prior to desired inspection date. On work requiring Health Department approval, it is the
contractor's responsibility to have a set of plans approved by the agency on the job site.
19: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear
identification showing the fire performance rating thereof. Such identification shall be issued by an
approved agency having a service for inspection at the factory.
20: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
21: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required.
Special inspections shall be based on the fire -resistance design as designated in the approved construction
documents.
22: All wood to remain in placed concrete shall be treated wood.
23: Masonry construction shall be special inspected.
24: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed in the State of Washington. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
25: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
26: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
27: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila
building inspector.
28: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy
can be obtained at City Hall in the office of the City Clerk.
29: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles
shall be ventilated in accordance with the applicable provisions of the International Mechanical Code.
30: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion.
Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical
dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping.
31: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
32: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
33: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
34: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty
certificate shall be provided to the building inspector.
35: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
36: ***MECHANICAL PERMIT CONDITIONS***
37: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
38: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
39: Manufacturers installation instructions shall be available on the job site at the time of inspection.
40: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired
appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces:
Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms.
41: Equipment and appliances having an ignition source and located in hazardous locations and public garages,
PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be
elevated such that the source of ignition is not less than 18 inches above the floor surface on which the
equipment or appliance rests.
42: Type 1 Hoods, the required grease duct leakage test and Ilight test shall be performed by a special
inspection and testing agency in accordance with I.M.C. Chapter 5.
43: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
44: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
45: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
46: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
47: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
48: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and
Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving notification
that the work is ready for inspection.
49: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall
unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes
installed outside the conditioned space shall be insulated to minimum R-3.
50: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing
shall be protected by steel nail plates not less than 18 guage.
51: Piping through concrete or masonry walls shall not be subject to any load from building construction. No
plumbing piping shall be directly embedded in concrete or masonry.
52: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected
in accordance with the requirements of the building code.
53: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin
layers to twelve inches above the top of the piping with clean earth, which shall not contain stones,
boulders, cinderfill, frozen earth, or construction debris.
54: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or
an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other
ordinance of the jurisdiction.
55: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
56: All new plumbing fixtures installed in new construction and all remodeling involving replacement of
plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies
that use significant quantities of water shall comply with Washington States Water Efficiency ad
Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section
402 of Washington State Amendments
57: 'ELECTRICAL PERMIT CONDITIONS'
58: A copy of the electrical work permit shall be posted or otherwise made readily accessible to the Electrical
Inspector at each work site.
59: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical
Inspector.
60: All electrical work shall be in accordance with NFPA 70 - NEC, and requirements for electrical installations,
Chapter 296-46B WAC.
61: When any portion of the electrical installation is to be hidden from view by permanent placement of parts
of the building, such equipment shall not be concealed until it has been inspected and approved by the
Electrical Inspector.
62: The issuance of an electrical work permit shall not be construed to be a permit for, or an approval of, any
violation of the provisions of the electrical code or other ordinances of the jurisdiction. Permits or related
documentation that presumes to grant this authority are therefore not valid.
63: Any change in the scope of work described by the electrical work permit shall require additional work
permits. Where approved plans have been issued, revisions to the plans and additional review may be
required.
64: Prior to permit issuance for new structure, the demolition permit must receive final inspection approval.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL"
CITY OF TUKWILA
Community Development Department
• Public Works Department
� N
• Permit Center
6300 Southcenter• Blvd., Suite 100
Tukwila, WA 98188
hn://www.TukwilaWA.gov
Building Permit No.
Project No.
Date Application Accepted:
Date Application Expires: _
use
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
"Please Print"
SITE LOCATION Carport for 6259, 6261, 6265 South 153rd Street, Tukwila, Wa. 98188
1770500000
CARPORT FOR UNITS 6259,6261,6265
King Co Assessor's Tax No.:
Site Address: SOUTH 153rd STREET Suite Number: Floor:
Tenant Name: Cottage Creek Condo Association New Tenant: ❑ ..... Yes ®.. No
PROPERTY OWNER
Name: Board President - Shana Kirby
Address:
City: State: Zip:
CONTACT PERSON — person receiving all project
communication
Name:
Stephen Tapp
Address:
2330 East Madison Street
City:
Seattle State: Wa. Zip: 98112
Phone:
206-459-5151 Fax:
Email:
archeng2330@gmail.com
GENERAL CONTRACTOR INFORMATION
Company Name: D&J Custom Metal Fabricators
Address: 11615 - 12th Avenue South
City: Seattle State: Wa. Zip: 98168
Phone: 206-242-3238 Fax:
Contr Reg No.: DJCUSMF11 MF Exp Date: 4/16/16
Tukwila Business License No.:
ARCHITECT OF RECORD
Company Name: Stephen Tapp Architect/P.E.
Architect Name: Stephen Tapp
Address: 2330 East Madison Street
City: Seattle State: Wa. Zip: 98112
Phone: 206-459-5151 Fax:
Email: archeng2330@gmail.com
ENGINEER OF RECORD
Company Name: Stephen Tapp Architect/P.E.
Engineer Name: Stephen Tapp
Address: 2330 East Madison Street
City: Seattle State: Wa. Zip: 98112
Phone: 206459-5151 Fax:
Email: archeng2330@gmail.com
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
H:Wpplications\Forms-Applications On Line12012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: Febmary 2012
Page I of 4
BUILDING PERMIT INFORMAI 1— 206-431-3670
Valuation of Project (contractor's bid price): $ 1500 Existing Building Valuation: $ 75
Describe the scope of work (please provide detailed information): Demoliish existing damaged carport
Will there be new rack storage? ❑ ....Yes [N ..No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1st Floor
2^d Floor
3`d Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
720 SQ.FT.
to be
IIB
U
Attached Carport
demolished
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following: N/A
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: 2 Compact: Handicap:
Will there be a change in use? ❑....... Yes ®.......No If "yes", explain:
FIRE PROTECTIONIHAZARDOUS MATERIALS:
❑ ....... Sprinklers ❑ .......Automatic Fire Alarm ®....... None ❑....... Other (specify)
Will there be storage or use of flammable; combustible or hazardous materials in the building? ❑ .......Yes ❑ ...... No
If "yes, attach list of materials and storage locations on a separate 8-112 " x I " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County health
Department.
H:\Applieations\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012 Page 2 of 4
PERMIT APPLICATION NOTES — "
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF, WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: �d
Stephen Tapp
Print Name:
Mailing Address: 2330 East Madison Street
Date: 10/16/15
Day Telephone: 206-459-5151
Seattle, Wa. 98122
City
State
Zip
H:Wpplications\Forms-Applications On Linet2012 ApplicationsWermit Application Revised - 2-7-12.docx
Revised: February 2012 Page 4 of 4
DESCRIPTIONS
PermitTRAK
ACCOUNT QUANTITY
PAID
$117.90
D15-0274 Address: 15344 62ND AVE 5 Apn: 1770500000
$117.90
DEVELOPMENT
$112.50
PERMIT FEE
R000.322.100.00.00
0.00
$108.00
WASHINGTON STATE SURCHARGE
13640.237.114
0.00
$4.50
TECHNOLOGY FEE
$5.40
TECHNOLOGY FEE
TOTAL'.4.1
R000.322.900.04.00 0.00
$5.40
$117.90
Date Paid: Monday, October 19, 2015
Paid By: COTTAGE CREEK
Pay Method: CHECK 2985
Printed: Monday, October 19, 2015 12:11 PM 1 of 1 r L1 "fSYSTEMS
INSPECTION RECORD
Retain a copy with permit D l s Z7L
CCON N0. PERMITNO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (106) 431-367
Permit Inspection Request Line (206) 438-9350
Pr jest
,�
��
Type of nspectign:
t
t
-._
Addre.s:: �,c�
n4y
Date d:
Special Instructions:
Date Wanted:
a.m.
P.M.
�uest� re:r��
Phone No:
Inspector: Date v 1
Y:�� I 11 I-- I ('Q
EJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
TNISPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Projec : j
k
Type f Inspection:
�
A res : _/
I I I/ e 1, + �
Date Called:
Sped'al Instructions:
AA1
Date Wanted: a.m.
IV— '2--3 p.m.
Requester:
Phone No:
IInspector: r�- IDate: it— � 1-5— I
❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
IN TION N0. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request line (206) 438-9350
Projec
lf�n' i
Type Inspection*
LKS
Address: ,/
c v� Avejo,
Date Called:
Special Instructions:
A-44
Date Wanted: a.m.
o - p.m.
Requester:
Phone No:
Inspector: Date:16—sz — -T
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
3/1 /2016
STEPHEN TAPP
2330 E MADISON ST
SEATTLE, WA 98112
RE: Permit No. D 15-0274
COTTAGE CREEK HOA - DEMO
15344 62ND AVE S
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 4/20/2016.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 4/20/2016, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
WN 1
omnow/1
Bill Rambo
Permit Technician
File No: D15-0274
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
D & J CUSTOM METAL FAB INr
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Washingtan State Department of
Labor & Industries
D & J CUSTOM METAL FAB INC
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A. 'l,.indix Help X y Secure I: K-I
Claims & Insurance Workplace Rights Trades & Licensing
Owner or tradesperson 11615 12TH AVE S
SEATTLE, WA98168
Principals 206-242-3238
WILCOX, DAVID J KING County
WILCOX, JUDY L
Doing business as
D & J CUSTOM METAL FAB INC
WA UBI No. Business type
601 944 022 Corporation
Governing persons
DAVI D
JOHN
WILCOX
JUDY LYN WILCOX;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
..........................................................................
Meets current requirements.
License specialties
GENERAL
License no.
DJCUSMF011MH
Effective — expiration
07/08/1999— 05/01/2016
Bond
.................
Lexon Ins Co
$12,000.00
Bond account no.
9805210
Received by L&I
Effective date
03/31/2011
05/01/2011
Expiration date
Until Canceled
Bond history
Insurance
Charter Oak Fire Ins Co
$1,000,000.00
Policy no.
6803021M726
Received by L&I
Effective date
04/29/2015
04/29/2011
Expiration date
04/29/2016
Insurance history
Savings
No savings accounts during the previous 6 year period.
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601944022&LIC=DJCUSMFOIIMH&SAW= 10/19/2015
i�. +::taiY •? " r;:. 1. •Aj
Loading KeAuli rem is
ASCE 7-10
Cedes
2012 IBC
AISCIASD Ninth Edition
ACI 318-11
NDS 2007
SEAW Rapid Solutions Methodology for Wind :Design
Witid Design,
WIud Speed = 85 MPH
Wird Exposure = 'B'
oJ112a 6 a 8l;. m d)
No toils report available
Active Equivalent fluid pressure = ;35 psf (U:nrestraln:ed Wall).
Passive pressure = 300 pxf
A:ssotned Soil density =115 pcf
Assamed :soil rearing Pressure = 20110 psf
Building cads
Snow :Load ,- '25 psf
Roof (I)L) =15 psf* (LL) -25 psf
Exterior Wall (OL) =15 psf
Concrete/Foundation Notes
> Foundation design is in accordance with chapter 19 of the 2012
IBC. All work shall be performed in accordance with all current
building and safety codes.
> Concrete strengths shall be verified by standard 28-day cylinder
tests, unless approved otherwise.
> Anchor bolts to be 5/8"diameter with 10" embedment @ 48"
o.c. (see shear wall schedule for anchor bolt size and spacing at
other than P1-6" shearwalls). All anchor bolts to be ASTM A-307.
> Assumed soil bearing pressure = 26bopsf.
> Backfill behind unbraced retaining walls prior to attaching floor
diaphragm.
> Exterior footings to be entrenched a minimum of 18" below
Damaged existing grade and bear on firm undisturbed soil.
Carport > All reinforcing bars to be Grade 40 deformed bars. The tie wire
is to be 16 Ga. double annealed wire. Lap all reinforcing 36
diameters. At corners of walls extend horizontal bars 2" from
outside face of wall and lap with elbow bars of 30 diameters at the
same size and spacing. Provide 245 bars around all wall
openings. Provide footing dowels to match vertical reinforcing.
Concrete cover
3" concrete poured against earth
2" formed concrete with earth backfill
1 1/2" outside face of walls exposed to weather,
slabs on a moisture barrier
1" walls, outside face
> Provide 4"diameter perforated PVC drain in granular fill at the
base of all new exterior footings (existing and new).
Concrete mix
Mix design shall be in conformance with ACI-318-99. Submit mix
designs to engineer of record 2 weeks prior to placement _
indicating where each concrete mix is used and the maximum
aggregate size.
type f c max.water/cem.ratio min.
non -air ent. air ent. sks/cu.yd.
ft;s 3000 .65 .42 6
found.walls
slab on grade 3000 .65 .50 5'/2
> Water reducing mixtures may be incorporated into the mix
designs in accordance with ASTM C 494 and manufacturer's
recommendations.
>Water/Cement ratio shall be measured by weight and shall be
based on the total cementious material.. Water/Cement ration
shall be determined by the supplier based on the strength
requirements and shall no exceed the maximum water/cement
ratio shown above.
General Conditions
> Contractor will call for inspection prior to placing any footing
and foundation wall concrete.
> Provide rigid insulation around the perimeter of all slabs within
heated spaces.
> Permanent cut and fill slopes should not exceed
2:1(U:V).
> All reinforcing shall be detailed in accordance with ACI
detailers manual.
> AlI excavations shall be adequately barricaded and marked.
All work area and surfaces shall be cleaned upon completion of
the project. All debris and waste materials shall be. removed off
the site to an approved disposal area by the contractor.
-Use air -entrained (3%-6%) in all flat work exposed to weather. -
Master flow 928 or equal.
> Provide minimum of 1/2" air space between non -pressure
treated wood and concrete, or provide waterproofing membrane
between concrete and non -pressure treated wood.
> Top of concrete to be field verified by contractor.
> Contractor to field verify existing grade cut and soil conditions .
with before proceeding with concrete retaining wall forming and
reinforcing steel placement.
> Contractor shall be responsible for all safety precautions and the
methods, techniques, sequences or procedures required to perform
the work.
>In the case of discrepancies between the drawings and the
anticipated field conditions the contractor shall notify the architect /ENGINEER
before proceeding with construction.
>DO NOT SCALE the architects or engineer's drawings — noted
dimensions take precedence over scaled dimensions.
REVISIONS
No chanpa^ shall he made to the scope
prior approval of
a Building Division.
t?Al ra;luire a nets plan submittal
additional plan review fees. I
Structural Stee eldin
>Steel design, fabrication and erection shell conform to the
requirements.of'chapter 22 of the 2012 IBC. Substitution of
member sizes or steel grade will not be allowed without prior
approval of the engineer of record.
> The contractor shall be responsible for all erection aids and joint
preparations that include but are not limited. to erection angles, lift
holes and ether aids, welding procedures required root openings,
root face dimensions, groove angles, backing bars, scopes, surface
roughness values and unequal parts..
> Expansion bolts shall be ICBO approved and installed per the
manufacturer's recommendations,
>Unless otherwise specified on drawings or details, size and
embedment depths shall be approved by the engineer of record.
Materials
structural steel
-ATM A 992Grade50
connection material,
-ASTM `.A 36
embedded items,
c
channels, angles, base plates
structural tubes
' -ASTM A 500; grade B (HSS Sections Grade 42)
structural bolts
-ASTM A 325-
wood connection bolts
-ASTM A 307
anchor bolts
-ASTM A 307
threaded rods
-ASTM A 36
I t 'T1",7':`` ' T
a= FOR:
Mechanical
G"Electrical
iumbinp
i , as Piping
of Tukwila
Lit, DIVISION
welding electrodes-70ksi, Low Hydrogen FILE COPY
>Beam camber noted on drawings is the upward camber required Permit p4o.E-71
in the beam as delivered to the job site. The Contractor shall
consider camber loss due to shipping and handlang. Plan reviow a>�rarcjval is subject to errors and omossions.
> Structural steel and connections exposed to weather shall. be hot Approval r,; +:(Instruction documents does not authorize
dipped galvanized after fabrication in compliance with ASTM A the Violation of t,n
123. All field welds on gala anized material shall be coated with y adopted Ct)d8 or in�In1 Receipt
Of aporovpd Field Copy Ili .sac
brush applied zinc. -rich paint complying with ASTM A 780 wI god:
(Galvacon or equivalent). R,/,
Data: In I /
Note:
All welding to be performed by a WABO certified cltjl of Tukwila
BUILDING DIVISION
welder and special inspection to be performed
by the structural engineer of record.
SPECIAL INSPECTIONS
SUBMITTALS
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD
<' :;PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL
ITEMS.
INSPECTIONS
SPECIAL INSPECTION FOR ALL AREAS OF THE STRUCTURE AND SUPPORTING
FOUNDATION PER CHAPTER 17, 2012 IBC SHALL BE PERFORMED BY AN
APPROVED TESTING AGENCY.
ITEMS TO BE TESTED
FOR WELDED COMPONENTS, WELDS MEET VISUAL INSPECTION CRITERIA.
FOR WELDED COMPONENTS, VERIFY WELDING PROCEDURES (WPS) AND CONSUMABLE CERTIFICATES.
FOR WELDED COMPONENTS, VERIFY WELDERS ARE APPROPRIATELY QUALIFIED. %
FOR BOLTED CONNECTIONS VERIFY FASTENERS HAVE BEEN MARKED IN ACCORDANCE WITH ASTM
REQUIREMENTS.
FOR BOLTED CONNECTIONS, VERIFY GRADE, TYPE, AND BOLT LENGTH IF THE THREADS ARE EXCLUDED FROM
THE SHEAR PLANE.
FOR STRUCTURAL STEEL, ALL FABRICATED STEEL SHALL BE INSPECTED TO VERIFY COMPLIANCE WITH THE
DETAILS SHOWN IN THE CONSTRUCTION DOCUMENTS.
FOR STEEL ROOF, CONFIRM THAT IDENTIFICATION MARKINGS ARE PROVIDED TO
CONFORM TO ASTM STANDARDS SPECIFIED ON CONSTRUCTION DOCUMENTS.
FOR CONCRETE, VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF SPECIFIED
TYPE, GRADE, AND SIZE; THAT IT IS LOCATED AND SPACED PROPERLY; THAT HOOKS,
BENDS, TIES, STIRRUPS AND SUPPLEMENTAL REINFROCEMENT ARE PLACED CORRECTLY
Sheet Index
S-1 STRUCTURAL NOTES, SITE PLAN, CODE REFERENCES
S-2 FRAMING PLANS AND STRUCTURAL DETAILS
Project Description
REPLACE DAMAGED ROOF AND STRUCTURE ON EXISTING CARPORT
Occupancy/Use
Group U, carport
`3uilding Area
20' x 36' = 720 sq.ft.
reivistons
REWEWED FOR
CODE COMPLIANCE:
APPROVED
OCT 19 2015
31+ 44
City of Tukwila -
BUILDING DIVISION