HomeMy WebLinkAboutPermit D13-241 - COTTAGE CREEK CONDOMINIUMS - CARPORT REROOFCOTTAGE CREEK CARPORT
ROOF REPLACEMENT
15390 62 AV S
D13-241
City of.ukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-43 1-3670
Inspection Request Line: 206-431-2451
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No.: 1770500190
Address: 15390 62 AV S TUKW
Suite No:
Project Name: COTTAGE CREEK CARPORT ROOF REPLACEMENT
Permit Number: D13-241
Issue Date: 08/07/2013
Permit Expires On: 02/03/2014
Owner:
Name: RANDALL BRIAN
Address: PO BOX 82721 , KENMORE WA 98028
Contact Person:
Name: STEPHEN TAPP
Address: 2330 E MADISON ST , SEATTLE WA 98112
Contractor:
Name: D & J CUSTOM METAL FAB INC
Address: 11615 12 AV S , SEATTLE WA 98168
Contractor License No: DJCUSMF011MH
Lender:
Name: HOME OWNERS' ASSOCIATION
Address:
Phone: 206 459-5151
Phone: 206 242-3238
Expiration Date: 04/30/2014
DESCRIPTION OF WORK:
REPLACE DAMAGED ROOF PANELS ON SINGLE STORY CARPORT
Value of Construction: $7,500.00 Fees Collected: $516.17
Type of Fire Protection: International Building Code Edition: 2012
Type of Construction: IIB Occupancy per IBC: 0026
Electrical Service Provided by:
**continued on next page**
doc: IBC -7/10
D13-241 Printed: 08-07-2013
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non -Profit: N
Water Main Extension: Private: Public:
Water Meter:
N
Permit Center Authorized Signature: �1� �Y : V Date:
otl, 0 1 k
I hereby certify that I have read and ned this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complie „ whether specified herein or not.
The granting of this permit does not prem e to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit. `\
Signature. - Date: 0
Print Name: l Jl lw \ ‘‘\ C 0 4.
This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS***
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431-3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
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.
5: 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.
doc: IBC -7/10
D13-241 Printed: 08-07-2013
7: A final report documenting required speciaections and correction of any discrepanciel,ed 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.
8: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
9: 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.
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206-431-3670).
11: 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.
doc: IBC -7/10
D13-241 Printed: 08-07-2013
CITY OF TUK
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Perm•o. P '21—t I
Project No.
Date Application Accepted:
Date Application Expires:
T;\
(For office use only)
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
King Co Assessor's Tax No.:
Site Address: /r ?j92 lug +tills Gj Suite Number: Floor:
Tenant Name: GD aE GEEK CO KDO'' New Tenant: ❑ Yes g. No
PROPERTY OWNER
Name: �s. p} ,,i 1 A. p P
Name:
�a1
OP Pie. i t ii
�i
I R.
Address:
Phone: 2" _ 2 42- 3230 ax:
AeA vE\
City:
State:
Zip:
CONTACT PERSON — person receiving all project
communication
Name: �s. p} ,,i 1 A. p P
Address: "0 , NA01,i2oxi hi---
City: /_ eAE State: LIA Zip: 9,412,
Phone: 2410_ 45?' 515/Fax:
Email: ARci4t146 2.57)0611MLi DI1
GENERAL CONTRACTOR INFORMATION
Company Name: o 41 C US M�.�A FAP)
{��
Address: I1 6,15 _ 12 A% s .
Address: 23o mew) 1.500sr,
City: 5 I✓Pf State: t . 1
Zip: 1 / '
'oli
Phone: 2" _ 2 42- 3230 ax:
AeA vE\
Contr Reg No.: Exp Date:
Tukwila Business License No.:
H: Applications\Farms-Applications On Line12012 Applications\Permit Application Revised - 2-7-12 does
Revised' Febntary 2012
bh
ARCHITECT OF RECORD
JPE Company Name:
J'' r"Ii�4 T pp
Architect Name: n )-�9P
Address: 23o mew) 1.500sr,
City: S +- State: klA Zip:qs112
Phone: 2067_ 48 _5151 Fax:
Email: �;LGNe1�11G2,- 0 @ 6MAIL .C.b)
ENGINEER OF RECORD
Name:
Address:
City: State: Zip:
Company Name:
//
ll JJ
As
AeA vE\
Engineer Name:
J1
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
Page 1 of 4
BUILDING PERMIT INFORMATI•206-431-3670
^-� o0
Valuation of Project (contractor's bid price): $ ! p Existing Building Valuation: $
Describe the scope of work (please provide detailed information): Re V LAGS 0 A' A. E.0 12.o0 F-
p44ELs Q4 1$ L&. W)Q\
•
Will there be new rack storage? 0 .... Yes
XNo If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over IS inches and overhangs greater than 18 inches)
'For an Accessory dwelling, provide the following: N
Lot Area (sq ft): Floor area o 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:
Will there be a change in use?
❑ Yes
Compact: Handicap:
No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers 0 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 8-1/2"x 11" 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
T� Department.
H:\Applications\Forms-Applications On Line12012 Appliations\Fermit Application Revised - 2-7.12.doa
Revised: February 2012
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1g Floor
2nd Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
I D
g -f3
u
Attached Carport
(-MEW 1.4:36
P, x-1_.4)
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over IS inches and overhangs greater than 18 inches)
'For an Accessory dwelling, provide the following: N
Lot Area (sq ft): Floor area o 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:
Will there be a change in use?
❑ Yes
Compact: Handicap:
No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers 0 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 8-1/2"x 11" 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
T� Department.
H:\Applications\Forms-Applications On Line12012 Appliations\Fermit Application Revised - 2-7.12.doa
Revised: February 2012
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Page 2 of 4
PERMIT APPLICATION NOTES —0
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 THTATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AU
Signature:
Print Name: STP )•l TA
J
E. HAD ISO
Mailing Address:
Day Telephone:
Date: LC2)1' �7
Zola 5°J 5 15)
A - X1611 v
H:\ApplicationAForms-Applications On Line:2012 Applications\Permit Application Revised - 2-7-12.doca
Revised: February 2012
bh
City State Zip
Page 4 of 4
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.TukwilaWA.gov
RECEIPT
Parcel No.: 1770500190 Permit Number: D13-241
Address: 15390 62 AV S TUKW Status: PENDING
Suite No: Applied Date: 07/17/2013
Applicant: COTTAGE CREEK CARPORT ROOF REPLACEMENT Issue Date:
Receipt No.: R13-02164
Initials:
User ID:
JEM
1165
Payment Amount: $516.17
Payment Date: 07/17/2013 12:13 PM
Balance: $0.00
Payee: D & J CUSTOM METAL FABRICATION, INC.
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 13312 516.17
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
000.322.100
000.345.830
640.237.114
Total: $516.17
310.10
201.57
4.50
Printarl• n7_17_9n13
INSPECTION RECORD
Retain a copy with permit -D /3 -(
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367
Permit Inspection Request Line (206) 431-2451
Projgct:G
e
Type of Ix eA- L"-- ,.,
Address:
I 3 9 0
-4-
4,02, AVE__.
Date Called:
----
Special Instructions:
-K-DdP
Date Wanted,..2) /m.
4
6-PPOC
(
t e G, r
Requester:
Phone No:21067 I q 1/
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
,4)(7/11, firer, -op I� �� It ►� i
DiJ70—l�
REII1'SPECTION FEE REQIRED. Prior to n xt inspection, fee must be
at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
1
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
Dt3-241
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila. WA 98188 (._ (206) 431-3674
Permit Inspection Request Line (206) 431-2451
Projec •
—46
C../
Type of InspectioniN
FrA M( \ 6
Address: ^
t s3q 0
_ _J..
co 2 AO--
Date Called:
Special Instructions:
Date Wanted:
'(3
-13
a.m:
Requester:
Phone No:
7.006)''
1/3 -
3 C
Approved per applicable codes.
UCorrections required prior to approval.
COMMENTS:
•
In3rector:
Date:
r3 i
Stephen Tapp
Architect/P.E.
2330 East Madison Street am
Seattle, Washington .98112
Office (206) 320-0534
Cell (206) 459-5151
Engineering Calculations
Analysis and design of new steel roof pa1ieis
for
FILE COPY
Damaged Carport Roof Replacement
Cottage Creek CondorAiiiu
15392 —15390 62" Avenue South
Tukwila, Washington 98188
Job Number: T13G2
July 2013.
Code: 2012 IBC
7/10/2013 12:22 PM
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 0 2 2013
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUL 1 7 2013
PERMIT CENTER
-1-
STEPHEN TAPP
ARCHITECT/P.E.
2330 East Madison Street
SEATTLE, WA 98112
(206) 320-0534
JOB
SHEET NO OF
CALCULATED BY 4 DATE
CHECKED BY DATE
SCALE
x128 f [L
7/7/0,
fry4t-tel
�b= 4°`
M_ 2 KI
h,, 6-062-)/
FOP
27) (i)
S2-
= ,101
I N.
V- LIN `;72 (2Z&tA
hX= •1(ot11A2-,v GQ / tau I
�' F � L.o I Its
3
Thy VE r- DTZ .1 .-L,, ArNEl. 24/N-2 60.)
/2-ri
/7)(=-- I"r(1 (.4(1L) j = , ( Z INkeop 12=2-6,4) 6 A,
61"FA I !�
or_ utie, 912-- FIA -12-11-/N-2-4`
pi A MI -if
D PRODUCT 207
Type
Profile
(dimensions in inches) Gage
PLN TM -24/N-24
5�
r 8" -1
24.H 1ji"
i
a
OC
wO
WC)
CrW
22
20
18
16
22
20
18
16
26
24
22
20
Weigh ) Section Properties
per ft (m) of width
Galv Painted I + S - S
psf psf in.4 in.3 in.3
N/m2 N/m2 mm°
1.9 1.8 0.175 0.187 0.198
91.0 86.2 238.978 10.054 10. 64 10.645
2.3 2.2 0.216 0.235 0.248
110.1 105.3 294,967 12.634 13.333
2.9 2.8 0.302 0.322 0.335
138.9 134.1 412.408 17.312 18.611
3.5 3.4 0.377 0.411 0.417
167.6 162.8 514,827 22.097 22.419
2.2 2.1 0.655 0.394 0.454
105.3 100.5 894.460 21.183 24.408
2.6 2.5 0.837 0.508 0.562
124.5 119.7 1,142,997 27.312 30.215
3.5 3.4 1.223 0.731 0.776
167.6 162.8 1,670.114 39.301 41.720
4.2 4.1 1.647 0.950 1.005
201.1 196.3 2,249,123 51,075 54.032
1.1 0.073 0.099 0.103
52.7 99.688 5.323 5.53E
1.4 0.098 0.138 0.140
67.0 133.828 7,419 7.527
1.7 0.123 0.175 0.174
81.4 167,967 9.409 9.355
2.1 0.143 0.207 0.206
100.5 195.2 79 11.129 11.075
mm3 117m
1. Section properties have been computed in accordance with the "Specification for the Design of
Cold -Formed Steel Structural Members" published by AISI. The section properties are based on the
following steel strengths:
Profile Minimum Yield Strength (Fy)
PLB TM-36/HSB®-36 38 ksi (262,000 kPa)
PLN TM -24/N-24 33 ksi (227,527 kPa)
Deep VERCORTM 80 ksi (551,581 kPa)
Bending Strength (Fb)
22.8 ksi (157.200 kPa)
20.0 ksi (137. 895 kPa)
36.0 ksi (248,211 kPa)
2. Section properties and values shown apply to all available widths.
3. Material thickness is subject to AISI tolerances. See ICBO ES Report ER -2078P for decimal thickness
of material.
4. Weights shown are approximations for design purposes.
5. All dimensions are nominal and are subject to manufacturing tolerances.
Metric Conversions
in. mm in. mm • in.
1 25 1% 44 2%
15/6 33 1% 48
11/2 38 2%2
mm ' in.
67 4%2
3 76 5%
64 3%2 89 6
mm
114
137
152
in.
8
24
36
mm
203
610
914
0
Loading Requirements
ASCE 7-05
Codes
2012 IBC
AISCIASD Ninth Edition
ACI 318-05
NDS 2005
Wind Design
Wind Speed = 90 mph
Wind Exposure = `D'
Building Loads
Snow Load (SN) = 25 psf
Roof (DL) = 15 psf,
September 18, 2013
City of Tukwila Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
David Wilcox
D & J Custom Metal Fabrication
11615 12`h Ave S
Burien, WA 98168
RE: Refund of Overpayment for Application Number D13-241
Dear Mr. Wilcox,
Due to an error in the computer program settings the permit fee calculations were incorrect. This error
resulted in an over payment of fees for the building permit which in turn resulted in an overpayment in the
plan review fee also. Enclosed is a check in the amount of $103.95 (one hundred three dollars and ninety-
five cents).
Sincerely,
Bill Rambo
Permit Technician
File: Permit No. D13-241
End: Check No. 364312
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
June 22, 2013
Stephen Tapp
2330 E Madison Street
Seattle, WA 98112
r
City of Tukwila
•
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
RE: Incomplete Letter #1
Development Permit Application Number D13-241
Cottage Creek Condos —15390 62 Av S
Dear Mr. Tapp,
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July
17, 2013 is determined to be incomplete. Before your application can continue the plan review process the
attached/following items from the following department(s) need(s) to be addressed:
Building Department: Allen Johannessen at 206 433-7163 if you have any questions regarding the
attached comments.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or
other documentation. The City requires that four (4) sets of revised plans, specifications and/or other
documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I
have enclosed one for your convenience. Revisions must be made in person and will not be accepted through
the mail or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 431-3670.
Sincerely,
l
Jen1�i�'ffr Ma hall
it Techn cian
File No. D13-241
/410
W:\Permit CenterVncomplete Letters\2013\D13-241 Incomplete Letter #1.docx
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
•
Tukwila Building Division
Allen Johannessen, Plan Examiner
Determination of Completeness Memo
Date: July 18, 2013
Project Name: Cottage Creek Carport Roof
Permit #: D13-241
Plan Review: Allen Johannessen, Plans Examiner
The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting
the Department plan review process, please forward the following comments.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not
copied.)
1. Add reference to structural steel notes: "structural steel welding/fabrication shall be done by WABO certified
welders"
2. Please provide specifications for "Special Inspections" related to the steel construction (welding). (IBC Chapter
17)
3. Provide legible full size plan sheets to scale, not reduced size.
Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No
further comments at this time.
• r
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D13-241 DATE: 07-26-13
PROJECT NAME: COTTAGE CREEK CARPORT ROOF
SITE ADDRESS: 15390 62 AV S
Original Plan Submittal X Response to Incomplete Letter # 1
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
Building Division
Public Works
Fire Prevention
Structural
Planning Division
n
❑ Permit Coordinator •
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 07-30-13
Not Applicable
CI
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route Structural Review Required n No further Review Required
n
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 08-27-13
Approved n Approved with Conditions 41/ Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2-28-02
HERMIT COORD COPYi
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D13-241 DATE: 07/17/13
PROJECT NAME: COTTAGE CREEK CARPORT ROOF
SITE ADDRESS: 15392 62 AV S
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # after Permit Issued
DEPARTMENTS:
Building Division
Public Works
Aw\ Ay/1-- "7-4q-1,
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete ❑
DUE DATE: 07/18/13
Incomplete ; Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg i.l Fire 0 Ping 0 PW 0 Staff Initials:
TUES/THURS ROUTING:
Please Route ❑
REVIEWER'S INITIALS: DATE:
Structural Review Required ❑ No further Review Required ❑
APPROVALS OR CORRECTIONS:
DUE DATE: 08/15/13
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
City of Tukwila
REVISION
SUBMITTAL
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 7/Z4
Plan Check/Permit Number: D13-241
• Response to Incomplete Letter # 1
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Cottage Creek Condos — Carport Roof
Project Address: 15390 62 Av S
Contact Person: Sla fl -}VN 70).9 )
Phone Number:
zoc, 4s9 Si s I
Summary of Revision:
ALL ?LAN S ARE 2-4 X $z CP v_1' i- 5 Psti p'E.O
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Sheet Number(s): S'dS-2 Nilo 7/24/I?7
"Cloud" or highlight all areas df revision including date of revision
<___2j_
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on -.)--(P (
C:\Users\jennifer-m\DesktopUtevision Submittal Form.doc
RP.dewl• Mn, 11111
Contractors or Tradespeople Prin Friendly Page
•
General/Specialty Contractor
A business registered as a construction contractor with L&I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name D & J CUSTOM METAL FAB INC UBI No. 601944022
Phone 2062423238 Status Active
Address 11615 12Th Ave S License No. DJCUSMF011MH
Suite/Apt. License Type Construction Contractor
City Seattle Effective Date 7/8/1999
State WA Expiration Date 4/30/2014
Zip 98168 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
DJCUSMF055DG
D & J CUSTOM METAL
FABRICATION
Construction
Contractor
General
Unused
3/7/1995
3/3/2000
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
WILCOX, DAVID J
Cancel Date
01/01/1980
Bond Amount
WILCOX, JUDY L
3
01/01/1980
9805210
Bond Information
Page 1 of 1
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
3
Lexon Ins Co
9805210
05/01/2011
Until Cancelled
$12,000.0003/31/2011
03/20/2013
2
COLONIAL AM CAS &
SURETY OF MD
LPM4037832
03/01/2002
Until Cancelled
05/01/2011
$12,000.00
02/08/2002
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
15
Charter Oak
Fire Ins Co
6803021M726
04/29/2011
04/29/2014
$1,000,000.00
03/20/2013
14
CHARTER OAK
FIRE INS CO
I6803021M726
04/29/2010
04/29/2011
$1,000,000.00
05/03/2010
13
CHARTER OAK
FIRE INS CO
I6803021M726
04/29/2009
04/29/2010
$1,000,000.00
04/27/2009
12
CHARTER OAK
FIRE INS CO
I6803021M726
04/29/2008
04/29/2009
$1,000,000.00
04/30/2008
11
NORTHFIELD
INS CO
CP540835
04/29/2007
04/29/2008
$1,000,000.00
05/03/2007
10
NORTHFIELD
INS CO
NF04292007
04/29/2007
04/29/2008
$1,000,000.00
04/27/2007
Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
Infractions/Citations Information No records found for the previous 6 year period
httns //fortress _wa. vov/l ni/bbin/Print. asnx
08/07/2013
Area/Site Plan
NTS
Loading .le+ irele:ts
ASCE 7-05
Codes
2 119 IBC
Al SC/ASD Ninth Edition
AC1 318-05
NOS 2005
SEA%V Rapid Solutions
W
Wind Speed = 90 mph.
Wind Exposure ='G''
Soil Load
ethodology for Wind Design
assumed
No soils report available
Active Equivalent fluid pressure = 35 psf (Unrestrained Wall
Passive pressure = 300 psf
Assumed. Soil density = 115 pef
Assumed soil Rearing Pressure = 2000psf
Building Loads
Snow Load = 25 psf
Roof (DL) --1.5 psis, (LL) =25 psf
Exterior Wall. (:DL) -=1.5 psf
Concrete/Foundation Notes
> Foundation design is in accordance with chapter 19 of the 2009
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 = 200opsf.
> Backfill behind unbraced retaining walls prior to attaching floor
diaphragm.
> Exterior footings to be entrenched a minimum of 18" below
existing grade and bear on firm undisturbed soil.
> 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 2-#5 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
walls, outside face
1"
> 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 Pc max.water/cem.ratio min.
non -air ent. air ent. sks/cu.yd.
.65 .42 6
ftgs 3000
found.walls
slab on grade 3000 .65 .50 51/�
> 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(H:V).
> All reinforcing shall be detailed in accordance with ACI
detailers manual.
> All 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
eather: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
before proceeding with construction.
>DO NOT SCALE the architects or engineer's drawings — noted
dimensions take precedence over scaled dimensions.
SU
BMITTALS
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER
OF RECORD PRIOR. TO ANY FABRICATION OR CONSTRUCTION FOR ALL
STRUCTURAL ITEMS INCLUDING INSULATED STRUCTURAL STEEL:
INSPECTIONS:
SPECIAL INSPECTION FOR ALL AREAS OF STRUCTURE AND SUPPORTING
FOUNDATION PER CHAPTER 17, 2009 IBC SHALL. BE PERFORMED BY AN
APPROVED TESTING AGENCY.. ALL. PREPARED SOIL BEARING SURFACES,
SOIL COMPACTION, SOLDIER PILE WALL INSTALLATION, AND AUGERCAST
PILE INSTALLATION: SHALL BE SUPERVISED BY AN APPROVED TESTING
AGENCY' OR SOILS ENGINEER OF RECORD,
STRUCTURAL. STEEDWELDING
STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE
REQUIREMENTS OF CHAPTER 22 OF THE 2009 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 OTHER AIDS, WELDING PROCEDURES REQUIRED
ROOT OPENINGS, ROOF FACE DIMENSIONS, GROOVE ANGLES, BACKING
BARS, SCOPES, SURFACE ROUGHNESS VALUES AND UNEQUAL PARTS.
EXPANSION BOLTS SHALL BE. ICBG APPROVED AND INSTALLED PER THE
MANUFACTURER'S RECOMMENDATIONS,
UNLESS OTHERWISE SPECIFIED ON DRAWINGS OR DETAILS, SIZE AND.
EMBEDMENT DEPTHS SHALL BE APPROVED THE.THE ENGINEER OF
RECORD_
MATERIALS
STRUCTURAL STEEL
CONNECTION MATERIAL,
EM BEDDED ITEMS,
CHANNELS, ANGLES,. BASE PLATES
STRUCTURAL TUBES
STRUCTURAL BOLTS
WOOD CONNECTION BOLTS
ANCHOR. BOLTS
THREADED RODS
WE DING ELECTRODES
ATM A 9926 ADE50
ASTM A 30
ASTM A 500, GRADE B
ASTM A. 25-N
ASTM A 307
A.STI' 1 A 307
ASTM A 30
70ksi, LOW HYDROGEN
BEAM CAMBER NOTED ON DRAWINGS IS THE UPWARD CAMBER REQUIRED
IN THE BEAM AS DELIVERED TO THE 48 SITE, THE CONTRACTOR SHALL
CONSIDER CAMBER LOSS DUE TO SHIPPING AND HANDLING.
STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER SHALL
BE HOT DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH
ASTM A 123; ALL FIELD WELDS ON GALVANIZED MATERIAL SHALL BE.
COATED WITH BRUSH APPLIED ZINC -RICH PAINT COMPLYING WITH ASTM.A
790 (GALVACON OR EQUIVALENT).
Note:
FILE COPY
Permit No. DI ts--2.4 I
Plan review approval is subject to errors and omissions.
&pr,',va1 of construction documents does not authorize
th:..,',oi tion of any adopted code or ordinance. Receipt
at m;pproved Field Copy and cond!ons is acknowledged:
City Of 1Ukwita
BUILDING DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: R3visions will require a new plan submittal
and may include additional plan review fees.
structural welding/fabrication shall be done by a WABO certified welders
3E
SEPARATE PERMIT
REQUIRED FOR:
'Mechanical
Ilectrical
Plumbing
Inas Piping
City of Tukwila
BUILDING DIVISION
1014..
1
INCOMPLETE
LTR#
4:eve g
333s6
oNA .<
RECEIVED
CITY OF TUKWILA
JUL 262013
PERMIT CENTER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 0 2 2013
City of Tukwil vvp„
BUILDING DIVISION
revis
ions
7/24/13
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This work was prepared by
me or under my supervision.
Sheet Contents:
cale:
Date: 6/26/13.
as nd
Job no ; T13J 1
Drawn by: STT
Sheet no.:
S-1
C-100
Steel Roof
Sheathing
Note:
All eave and gable trim to be 26 ga.min.
n-0
Existing Connection
Existing Connection
Existing Steel Tube
Existing Steel Tube
Existing Steel Tube
Existing Steel Tube
Steel Beam Schedule
RB -100 Existing Beam
C-100 Existing Steel Tube Column
EB -100 Existing Light Guage Steel Channel
41--uMf,1 /'rr 6014KIffots1
Existing Concrete
Footings
Existing Steel Tube
REVIEWED FOR
CODE COMPLIANCE.
APPROVED
AUG 02 2013
City of Tukwila
BUILDING DIVISION
Q\3 - 2.4l
RECEIVED
CITY OF TUKWILA
JUL 262013
!ERMIT CENTER
revisions
7/24/13
Re -Roof Damaged Carport
Cottage Creek Condos
62nd Avenue South
Tukwila, Washington 98188
phei
\rchitec
Ph. 206-3:
2330 East Mai
Seattle, WE
This work was prepared by
me or under my supervision.
Sheet Contents:
Scale: as noted
Date: 6/26/13
Job no.: T13J1
Drawn by: STT
Sheet no.: