HomeMy WebLinkAboutPermit D12-383 - SOUTHCENTER SOUTH CORPORATE PARK - BUILDING B - SEISMIC UPGRADES OUTHCENTER
SOUTHCORPORATE PARK
BLDG B
18391 CASCADE AV
D12 -383
City a/Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Inspection Request Line: 206 -431 -2451
Web site: http: / /www.TukwilaWA.gov
Parcel No.: 7888900160
Address: 18391 CASCADE AV TUKW
Suite No:
DEVELOPMENT PERMIT
Permit Number: D12-383
Issue Date: 02/28/2013
Permit Expires On: 08/27/2013
Project Name: SOUTHCENTER SOUTH CORPORATE PARK BUILDING B
Owner:
Name: EPROPERTY TAX INC DEPT 207
Address: PO BOX 4900 , SCOTTSDALE AZ 85261
Contact Person:
Name: KEITH MOORE
Address: 21902 96 AV SE , SNOHOMISH WA 98296
Contractor:
Name: ADATTO CONSTRUCTION INC
Address: 1314 DENNY WAY 103 , SEATTLE, WA 98109
Contractor License No: ADATTCI108DR
Lender:
Name: SELF FUNDED - CORNERSTONE REAL ESTATE ADVISORS
Address:
Phone: 206 - 909 -7808
Phone: 206 - 652 -5300
Expiration Date: 03/08/2014
DESCRIPTION OF WORK:
VOLUNTARY SEISMIC UPGRADE OF STRUCTURES TO PROVIDE WALL ANCHORS AT THE PERIMETER OF THE BUILDING
FROM THE CONCRETE TILT -UP WALL PANELS TO THE WOOD FRAMED ROOF AND TO PROVIDE CONTINUITY TIES ACROSS
THE ROOF DIAPHRAGM.
Value of Construction: $115,000.00 Fees Collected: $2,637.32
Type of Fire Protection: International Building Code Edition: 2009
Type of Construction: Occupancy per IBC: 0025
Electrical Service Provided by: PUGET SOUND ENERGY
* *continued on next page **
doc: IBC -7/10
D12 -383 Printed: 02 -28 -2013
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
N
N
Water Main Extension:
Water Meter: N
Permit Center Authorized Signature:
I hereby certify that I have read and
governing this work will be complie
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
End Time:
Fill 0 c.y.
Start Time: End Time:
Private:
Profit: N
Private:
Public:
Non- Profit: N
Public:
Date: 01
ed this permit and know the same to be true and correct. All provisions of law and ordinances
whether specified herein or not.
The granting of this permit does not pr
construction or the performance of work.
to this permit.
Signature:
Print Name:
e to give authority to violate or cancel the provisions of any other state or local laws regulating
I am authorized to sign and obtain this development permit and agree to the conditions attached
Date:
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 CONDMONS * **
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 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.
4: 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.
5: 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.
doc: IBC -7/10
D12 -383 Printed: 02 -28 -2013
6: All construction shall be done in confo a with the approved plans and the require of the International
Building Code or International Residential, International Mechanical Code, Washingt ate Energy Code.
7: 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.
8: 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
D12 -383 Printed: 02 -28 -2013
•
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Perm No.
Project No.
Date Application Accepted: l %-
Date Application Expires:
(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.: 7888900160
Site Address: 18351 - 18393 Cascade Avenue South Suite Number: Floor: 1
New Tenant: ❑ Yes ®..No
Tenant Name: Various
PROPERTY OWNER
Name: Cornerstone Real Estate Advisors, LLC
Address: 2448 Main Street
City: Santa Monica State: CA Zip: 90405
CONTACT PERSON — person receiving all project
communication
Name: Keith Moore
Address: 21902 96th Avenue SE
City: Snohomish State: WA Zip: 98296
Phone: (206) 909 -7808 Fax:
Email: keith_ccce @msn.com
GENERAL CONTRACTOR INFORMATION
Company Name: To Be Determined
Address:
Address: 17655 Mountain View Road
Architect Name:
Phone: (541) 549 -1331 Fax:
City:
State:
Zip:
Phone:
Fax:
Zip:
Phone:
Conti. Reg No.:
Exp Date:
Tukwila Business License No.:
H: Applieations\Forms- Applications On Line 12011 Applcations\Permit Application Revised - 8- 9- 11.docz
Revised: August 2011
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ARCHITECT OF RECORD
Company Name: Cascade Crest Consulting Engineers
Company Name: Not Applicable
Address: 17655 Mountain View Road
Architect Name:
Phone: (541) 549 -1331 Fax:
Email: cccengr @msn.com
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Company Name: Cascade Crest Consulting Engineers
Engineer Name: Eugene L. Trahern
Address: 17655 Mountain View Road
City: Sisters State: OR Zip: 97759
Phone: (541) 549 -1331 Fax:
Email: cccengr @msn.com
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095
p n 1
Name: /J�, ru%� 1°7 c. Fl fib tlr_
Address: ^ f r d `w 5,(f. IAA ai owyar
�l'1
City: tattee: Zip:
Page 1 of 4
J
BUILDING PERMIT INFORMATI0 206 -431 -3670
Valuation of Project (contractor's bid price): $ 115,000 Existing Building Valuation: $ 4,938,900
Describe the scope of work (please provide detailed information):
Voluntary seismic upgrade of structures to provide wall anchors at the perimeter of the building from the concrete tilt -up wall
panels to the wood framed roof and to provide continuity ties across the roof diaphragm.
Will there be new rack storage? ❑ Yes
1,11.. No 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 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
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: Compact: Handicap:
Will there be a change in use? ❑ Yes m No If `yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm
❑ None
m Other (specify) No Changes
Will them 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 I 1 " 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:\ApplicationsWorms- Applications On Line 12011 Applications\Permil Application Revised - 8 -9 -1 I.docx
Revised: August 2011
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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
1st Floor
103,233
0
0
0
2nd Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
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:
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: Compact: Handicap:
Will there be a change in use? ❑ Yes m No If `yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm
❑ None
m Other (specify) No Changes
Will them 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 I 1 " 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:\ApplicationsWorms- Applications On Line 12011 Applications\Permil Application Revised - 8 -9 -1 I.docx
Revised: August 2011
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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 0 A ORIZED AGENT:
Signature: %!
Date: 12/07/2012
Print Name: Keith W. Moore Day Telephone: (206) 909 -7808
Mailing Address: 21902 96th Avenue SE Snohomish WA 98296
City State Zip
H: Applications\Fonns- Applications On Lina\2011 Applications\Permit Application Revised - 8- 9- 11.docx
Revised: August 2011
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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.: 7888900160 Permit Number: D12-383
Address: 18391 CASCADE AV TUKW Status: APPROVED
Suite No: Applied Date: 12/07/2012
Applicant: SOUTHCENTER SOUTH CORPORATE PARK BUILDING B Issue Date:
Receipt No.: R13 -00929
Initials: JEM
User ID: 1165
Payment Amount: $4.50
Payment Date: 02/28/2013 08:31 AM
Balance: $0.00
Payee: RICHARD ADATTO, ADATTO CONSTRUCTION INC
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 03769G
ACCOUNT ITEM LIST:
Description
4.50
Account Code Current Pmts
STATE BUILDING SURCHARGE
640.237.114 4.50
Total: $4.50
doc: Receiot -06 Printed: 02 -28 -2013
City of Tuellar
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http : /Avww.c,.mkw#a.wa.us
SET RECEIPT
RECEIPT NO: R12 -03276
Initials:
User ID: 1655
Payee: CPF KENT VALLEY LLC
Payment Date: 12/07/2012
Total Payment: 5,185.85
SET ID: 120712 SET NAME: SEISMIC RETRO
SET TRANSACTIONS:
Set Member Amount
D12- 383 1,037.17
D12 -385 1,037.17
D12 -386 1,037.17
D12 -387 1,037.17
D12 -388 1,037.17
TOTAL: 1,037.17
TRANSACTION LIST:
Type Method Description
Amount
Payment Check 000252 5,185.85
TOTAL: 5,185.85
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 5,185.85
TOTAL: 5,185.85
City of TUila,
Department ofCommunity Development
6300 Southcenter Boulevard, Suite # 100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: htro: /ivww. ci. tukwi1a. wa. us
SET RECEIPT
RECEIPT NO: R12 -03278
Initials:
User ID: 1655
Payee: CPF KENT VALLEY LLC
Payment Date: 12/07/2012
Total Payment: 3,555.07
SET ID: 120712 SET NAME: SEISMIC RETRO
SET TRANSACTIONS:
Set Member Amount
D12 -383 1,595.65
D12 -385 1,595.65
D12 -386 363.77
TOTAL: 1,595.65
TRANSACTION LIST:
Type Method Description
Amount
Payment Check 000252 3,555.07
TOTAL: 3,555.07
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
000.322.100 3,555.07
TOTAL: 3,555.07
_40
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
1712 -383
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project:
S.Q. 9f1; H C'eR POW A-i €.
Type of Inspection:
E5'-.► A 1..._
s
Address:
Ie C(1 nAseP1.-__.-
Date Called:
Special Instructions:
.
Date Wanted:
6)— Z.7--. i 3
a m
p.m.
Requester:
Phone No:
020 CrS(.03 -1sLiiC.
.Approved per applicable codes. Corrections required prior to approval. /
COMMENTS:
to
Daly.
j
MN PECTION F REQUIRED. Pridr to next inspection. fee must be
i at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
d.��
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 V� (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project:
So1.11tiet°N-1"ER. CoNNAA
Type of Inspection:
E r tZAitliZL,Ri
�co(`-,At 1 t t.)g ?oC1oc( b Y" �
Address:
18�,Gk, 0ASOAbE .Av
Date Called:
Date Wanted:
L ^-- Z..°— 1..
-V,r,h - lo,0c41..
C.
p.m.
Special Instructions:
•
J
Q A t t A i i f n
Requester:
Phone No: 9 (o 3.
1
-I Co
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
�co(`-,At 1 t t.)g ?oC1oc( b Y" �
r ,(
-, kid% I (P -1-1nr r.1 kt(4 0 1C5"2 et.-
73µ• Z.- Ln.+ Shoo ..&ft.J frsc 74 "1 ...Ant !J.%
-V,r,h - lo,0c41..
Date:
R It' PECTION FEE I'EQUIRED. PriBr to next inspection, fee must be
pa did 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project:
ziT 14e Pitt R .cr ti A
Type of Inspection:
P f - (1CM)SiRZ,t(° T70 kJ
Address:
t 6 Z c.1 (1 ASO nJe
Date Called:
Special Instructions:
Date Wanted:. min,.`.
3 - 1 S p.m.
Requester:
Phone No:
y26 — CODS - SZ5y
* Apptoved per applicable codes. Ej Corrections required prior to approval. (r':
COMMENTS:
Date:
REI SPECTION FEE RE UIRED. Prior to net inspection. fee must be
p -'d at 6300 Southcente Blvd.. Suite 100. Call to schedule reinspection.
MAYES TESTING ENGINEERS, INC.
c ,' 1:;' E'" d# ?F3cCeR'Eti.a�f3�:t5ipINltt�lig
July 10, 2013
City of Tukwila
Building Department
6200 South Center Blvd
Tukwila, WA 98188 -8188
Attn: Building Official
Re: South Center South Seismic Upgrade
Building T
18401 -18449 Cascade Avenue South
Tukwila, WA
Project No. T13050
FINAL LETTER
Permit: D12 -383
Seattle Office
20225 Cedar Valet' Road
Site 110
Lyrn cod, WA 98035
ph 425.7429280
fax 425.745.1737
Taarna OHice
10029 S. Taccrna Way
Sate E -2
Taccma, WA 98499
ph 253584.3720
fax 253.584.3707
Patiandof ce
7911 NE 33rd Driee
Site 190
Ragland, OR97211
ph 503281.7515
fax 503281.7579
This is to inform you that registered special inspections have been completed for this project for
Building T as per our reports, copies of which have been sent to you.
Special inspection was provided for:
• Proprietary Anchors
To the best of our knowledge, all work inspected was either performed in accordance with, or
corrected to conform to, the city approved drawings, or engineer approved changes.
We trust that this provides you with the information that you require. Shouky
questions, give us a call.
Sincerely,
Mayes Testing Engineers, Inc.
FVMDkaLA
JUL 2 2 2013
PERMIT CENTER
MAYES TESTING ENGINEERS, INC.
July 10, 2013
City of Tukwila
Building Department
6200 South Center Blvd
Tukwila, WA 98188 -8188
Attn: Building Official
Re: South Center South Seismic Upgrade
Building T
18401 -18449 Cascade Avenue South
Tukwila, WA
Project No. T13050
•Y
FINAL LETTER
Permit: D12 -383
Seattle Office
20225CedarvaleyRced
Site110
L,,.Mu4 WA 93036
ph 425.7429380
x425.745.1737
Tacoma Office
10029 S. Tacana Way
Siihe E-2
Tacoma, WA 98499
ph 253.584.3720
x253.584.3707
Partied Office
7911NE33rdC e
Site 190
Patlard, OR 97211
ph 503281.7515
fax 503281 7579
This is to inform you that registered special inspections have been completed for this project for
Building T as per our reports, copies of which have been sent to you.
Special inspection was provided for:
• Proprietary Anchors
To the best of our knowledge, all work inspected was either performed in accordance with, or
corrected to conform to, the city approved drawings, or engineer approved changes.
We trust that this provides you with the information that you require. Should you have any
questions, give us a call.
Sincerely,
Mayes Testing Engineers, Inc.
Timothy G. Beckerle, P.E.
Branch Manager
RECEIVED
CITY OF TUICWI
Lq
JUL 2 2 2013
PERMIT CENTER
MAYES TESTING ENGINEERS, INC.
June 25, 2013
City of Tukwila
Building Department
6200 South Center Blvd
Tukwila, WA 98188 -8188
Attn.: Building Official
Re: South Center South Seismic Upgrade
Building B
18391 Cascade Avenue
Tukwila, WA
Project No. T13050
f_EMAILED V
• r x,
By Chnsty Lawson at 5 33 pm Jun 25 2013
FINAL LETTER
Permit: D12 -383
Seale Office
20225 Ctlarvaley Road
Sub 110
Lyrnyvc x, WA 98036
p,425.7429360
tax 425.745.1737
Tacoma Office
10029 S Taccma Way
Stite E-2
Tamma,WA98499
ph 253.584.3720
far 253.584.3707
Portland Office
7911 NE 33rd Drie
She 190
Portland, OR97211
ph 503281.7515
tor 503281.7579
This is to inform you that registered special inspections have been completed for this project for
Building B as per our reports, copies of which have been sent to you.
Special inspection was provided for:
• Proprietary Anchors
To the best of our knowledge, all work inspected was either performed in accordance with, or
corrected to conform to, the city approved drawings, or engineer approved changes.
We trust that this provides you with the information that you require. Should you have any
questions, give us a call.
Sincerely,
Mayes Testing Engineers, Inc.
Timothy G. Beckerle, P.E.
Branch Manager
CITYECEIVED
OF TUKWILA
JUN 2 7 2O3
PERMIT CENTER
FILE COPY
rim+,..,. I ?A F ark.
STRUCTURAL CALCULATIONS
FOR
VOLUNTARY PARTIAL SEISMIC UPGRADE
SOUTHCENTER SOUTH
BLDG B: 18351 - 18393 CASCADE AVE SOUTH
TUKWILA, WASHINGTON
PREPARED FOR:
CBRE
NOVEMBER 7, 2012
CASCADE CREST CONSULTING ENGINEERS. INC.
17655 MOUNTAIN VIEW ROAD
SISTERS, OREGON 97759
(541) 549 -1331
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 17 2012
City of Tukwila
BUILDING DIVISION
PREPARED BY: EUGENE TRAHERN, P.E.
bt 383
RECEIVED
CITY OF TUKWILA
DEC 0 7 2012
PERMIT CENTER
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SCALE:
SHEET
Conterminous 48 States
2009 International Building Code
Latitude = 47.436
Longitude = - 122.249
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.05 deg grid spacing
Period Sa
(sec) (g)
02 1.382 (Ss, Site Class B)
1.0 0.472 (S1, Site Class B)
Conterminous 48 States
2009 International Building Code
Latitude = 47.436
Longitude = - 122.249
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x S1
Site Class D - Fa = 1.0 ,Fv = 1.528
Period Sa
(sec) (9)
02 1.382 (SMs, Site Class D)
1.0 0.721 (SM1, Site Class D)
Conterminous 48 States
2009 International Building Code
Latitude = 47.436
Longitude = - 122.249
Design Spectral Response Accelerations SDs and SD1
SDs =2 /3x SMs and SD1 = 2/3xSM1
Site Class D - Fa = 1.0 ,Fv = 1.528
Period Sa
(sec) (g)
0.2 0.921 (SDs, Site Class D)
1.0 0.481 (SD1, Site Class D)
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PERT CO D COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D12 -383 DATE: 12 -07 -12
PROJECT NAME: SOUTHCENTER SOUTH - SEISMIC UPGRADE
SITE ADDRESS: 18391 CASCADE AV
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS.
SA 1)fitk`t%, IvY�-
BuTding" Division Fire Prevention
Nf
ublic Wok '- Structural
it)/4- 0-4/-41\
Planning Di Vision
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -11 -12
Complete
iy]
Incomplete
Not Applicable
Comments:
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 IQ Structural Review Required
REVIEWER'S INITIALS: DATE:
No further Review Required
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 01 -08 -13
Not Approved (attach comments)
DATE:
Permit'Center. Use Only.
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
Contractors or Tradespeople Pinter Friendly Page
II
General /Specialty Contractor
A business registered as a construction contractor with L81 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 ADATTO CONSTRUCTION INC UBI No. 601154635
Phone 2066525300 Status Active
Address 1314 Denny Way 103 License No. ADATTCI108DR
Suite /Apt. License Type Construction Contractor
City Seattle Effective Date 3/19/1990
State WA Expiration Date 3/8/2014
Zip 981095444 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
ADATTCC171JH
ADATTO
CONSTRUCTION CO
Construction
Contractor
General
Unused
4/8/1983
3/8/1990
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
ADATTO, RICHARD
President
01/01/1980
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
4
CBIC
SA9863
03/08/2002
Until Cancelled
$12,000.00
01/29/2002
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
12
Ohio Cas Ins Co
BK050714200
03/08/2013
03/08/2014
$1,000,000.0002
/19/2013
11
WEST
AMERICAN INS
CO
BKW50714200
03/08/2011
03/08/2014
$1,000,000.0002
/19/2013
10
OHIO CASUALTY
GROUP
BK050714200
03/08/2010
03/08/2011
$1,000,000.00
03/03/2010
9
OHIO CASUALTY
GROUP
BK050714200
03/08/2009
03/08/2010
$1,000,000.00
03/12/2009
8
OHIO CAS INS
BK050714200
03/08/2004
03/08/2009
$1,000,000.00
03/08/2008
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
https://fortress.wa.gov/lni/bbip/Print.aspx
02/28/2013
GENERAL STRUCTURAL
PROJECT NO.
12- 0038 -04
PERMIT SET
REVISIONS :
DRAWN BY :
LMH
General Structural Notes
11/07/2012
COMPUTER FILE :
SCALE:
r
M
(THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.)
CRITERIA RENOVATION:
1. THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. IT HAS BEEN VOLUNTARILY STRENGTHENED IN 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED
ACCORDANCE WITH SECTION 1613 OF THE INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2009 EDITION. TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DRIWNG, WHERE USED,
SHALL NOT CUT EXISTING REINFORCING. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE.
2. THIS PROJECT IS INTENDED TO STRENGTHEN THE OUT -OF -PLANE LOAD PATH BETWEEN THE EXTERIOR CONCRETE TILT -UP WALL PANELS
LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF AND 20 PSF AT ROOFS.
AND THE ROOF DIAPHRAGMS ONLY THE PROJECT IS A VOLUNTARY PARTIAL SEISMIC UPGRADE AND IS WITHIN CURRENT PRACTICE FOR
OF EXISTING BUILDINGS OF THIS AGE AND TYPE. ALL ASPECTS OF THE BUILDING ARE NOT INTENDED TO COMPLY WITH
CURRENT CODE REQUIREMENTS. THE EARTHQUAKE PERFORMANCE OBJECTIVE OF THE DESIGN IS SUBSTANTIAL LIFE- SAFETY IN ACCORDANCE 15. CONTRACTOR SHALL CHECK FOR DRY ROT, SPLITTING, CHECKING AND EXISTING DAMAGE AT ALL EXISTING WOOD FRAMING MEMBERS IN AREA
WITH ASCE -31 "SEISMIC EVALUATION OF EXISTING BUILDINGS ". of Wank. ALL ROT SHALL DE REMOVED AND DAMAGED LI'MDERs sNALL DI' REPLACED OR REPAIRED AS DIRECTED 11v nrwr STRUCTURAL
ENGINEER.
3. DESIGN LOADING CRITERIA. 16. IF HOLE IN CONCRETE WALL SHOULD COMPLETELY PENETRATE THE WALL, THE CONTRACTOR IS RESPONSIBLE FOR FILLING, PATCHING AND
PAINTING THE HOLE TO MATCH EXISTING CONDITIONS.«"
OCCUPANCY CATEGORY (IBC TABLE 1604.5) II
ROOF LIVE LOAD 25 PSF (IS = 1.0) STRUCTURAL STEEL
iS
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EARTHQUAKE ASCE -31 17. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.1.5.C. SPECIFICATIONS AND
SS = 1.382, S1 = 0.472, SDS = 0.921, SD1 = 0.481, CODES:
IE = 1.0, SITE CLASS = D
SEISMIC DESIGN CATEGORY D (IBC)
1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS AND PLASTIC DESIGN, OR LOAD AND RESISTANCE FACTOR DESIGN
SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.
4. ALL NEW MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHAH CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL
BUILDING CODE (IBC), 2009 EDITION. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED MARCH 18, 2005.
IN REFERENCE TO SECTIONS 3.1.2 AND 4.4.1, THE CONTRACT DOCUMENTS (DESIGN DRAWINGS) SHOW COMPLETE CONNECTION DETAILS
5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS. E PRIOR M MBER SIZES AND CONDITIONS PR R TO COMMENCING ANY WORK. ALL
FOR ALL MEMBERS EXCEPT THOSE NOTED TO BE DESIGN-BUILD G -
E I N BUILD ITEMS. ALTERNATE CONNECTION DETAILS REQUESTED BY THE
DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE S B SUBMITTED ENGINEER OF RECORD HALL E MITTED TO E N FOR APPROVAL VIA A REQUEST EN I EER F RE RD F R APP FOR INFORMATION R L VI RE EST F R RMA N PRIOR 0
Q TI RFl PRI R T
EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED COMPLETION OF SHOP DRAWINGS.
ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE
EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK.`
IN REFERENCE TO SECTION 3.1.6, FABRICATOR SHALL ALSO REVIEW PROJECT SPECIFICATIONS AND ` OWNER REPRESENTATIVEURAL
DRAWINGS TO DETERMINE PAINTING AND GALVANIZING REQUIREMENTS. MEMBERS EMBEDDED IN CONCRETE, MASONRY OR TO RECEIVE
6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS SPRAY -ON FIREPROOFING SHALL NOT BE PAINTED. DO NOT PAINT OR GALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE
HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. PAINT AND GALVANIZING IN FIELD PRIOR TO WELDING.
IN REFERENCE TO SECTION 3.3, IN THE EVENT OF DISCREPANCIES BETWEEN DESIGN DRAWINGS AND SPECIFICATIONS, THE DESIGN
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES DRAWINGS GOVERN.
REQUIRED FOR COMPLETION OF THE WORK.
IN REFERENCE TO SECTION 4.1, THE FABRICATOR SHALL NOT ASSUME BID PACKAGES CONSTITUTE RELEASING THE DRAWINGS FOR
CONSTRUCTION WITHOUT EXPLICIT DIRECTION TO DO SO BY THE OWNER.
8. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER REPRESENTATIVE AND STRUCTURAL ENGINEER FOR
APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
18. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDMONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF TYPE OF MEMBER ASTM SPECIFICATION F
SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE Y
OWNER REPRESENTATIVE AND THE STRUCTURAL ENGINEER.
A. PLATES, ANGLES, CHANNELS, AND RODS A36 36 KSI
B. CONNECTION BOLTS (3/4" ROUND, UON) A307
10. SHOP DRAWINGS FOR STRUCTURAL STEEL AND ENGINEERED WOOD PRODUCTS SHALL BE SUBMITTED TO THE OWNER REPRESENTATIVE AND C. THREADED RODS FOR EPDXY GROUTED CONNECTIONS A36 OR A307 (GRADE C) 36 KSI
STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 19. DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS
AND BRIDGES, SECTION 6.4 AND ASTM SPECIFICATION A6.
SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE CITY OF TUKWILA BUILDING DEPARTMENT IN ACCORDANCE WITH BUILDING DEPARTMENT 20. HOLE SIZES IN STEEL MEMBERS FOR CONNECTIONS TO CONCRETE SHALL BE GREATER THAN THE NOMINAL BOLT DIAMETER BY 1/16" FOR
REQUIREMENTS AT THE TIME OF CONSTRUCTION. CAST -IN -PLACE ANCHOR BOLTS, 1/16" FOR EXPANSION BOLTS, AND 1/8" FOR EPDXY GROUTED BOLTS. USE OF LARGER HOLES WOULD
11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE REQUIRE THE USE OF WELDED PLATE WASHERS AND WOULD REQUIRE PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. FOR EPDXY
VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. GROUTED INSTALLATIONS, GAPS BETWEEN BOLTS AND HOLES IN STEEL MEMBER SHALL BE FILLED SOLID WITH EPDXY PRIOR TO NUT AND
SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. WASHER INSTALLATION.
SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY 21. ALL WELDING SHALL BE IN CONFORMANCE WITH A.LS.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS
THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH USING E7OXX ELECTRODES. ONLY PREQUALIFlED WELDS {AS DEFINED BY A.W.S.) SHALL BE USED. DO NOT PAINT OR GALVANIZE AREAS OF
MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAIUNG THE INTENDED FABRICATION AND INSTALLATION METHODS. IF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND GALVANIZING IN FIELD PRIOR TO WELDING.
DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER 22. NO FIELD WELDING PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE.
PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL
CONTROL AND SHALL BE FOLLOWED. WOOD:
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SITE PLAN •
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23. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING
SPECIAL INSPECTIONS: RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 17 2012
•1)-2, Wit
City of Tukwila
BUILDING DIVISION
12. STATEMENT OF SPECIAL INSPECTIONS STRUCTURAL ITEMS (SEISMIC DESIGN CATEGORY D): JOISTS: (2x MEMBERS) HEM -FIR NO 1
DEFINITIONS: MINIMUM BASIC DESIGN STRESS, Fb = 975 PSI, Fv = 150 PSI
THE SEISMIC LATERAL FORCE- RESISTING SYSTEMS FOR THIS STRUCTURE CONSISTS PRIMARILY OF THE EXISTING CONCRETE WALL PANELS (3x AND 4x MEMBERS) HEM -FIR NO 1
AND THE WOOD FRAMED ROOF DIAPHRAGMS INDICATED ON THE DRAWINGS. MINIMUM BASIC DESIGN STRESS, Fb = 975 PSI, Fv = 150 PSI
SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORDANCE WITH 24. ENGINEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE
CHAPTER 17 OF THE IBC WITH REPORTS PER IBC SECTION 1704.1.2 SUBMITTED TO THE OWNER, OWNER REPRESENTATIVE, STRUCTURAL GRADE, THE NER OR ICC -ES REPORT NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS SHALL BE MANUFACTURED WITH AN
ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL FOR EACH DAY SPECIAL INSPECTIONS OR TESTING IS PERFORMED. THESE APPROVED ADHESIVE.
INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 110. SEE TABLES BELOW FOR ADDITIONAL INFORMATION.
STRUCTURAL ITEMS SPECIAL INSPECTION FREQUENCY IBC REFERENCE PARALAM LUMBER (PSL): Fb = 2,900 PSI, E = 2,000 KSI, Fv = 290 PSI
WOOD MICROLAM LUMBER (LVL): Fb = 2,600 PSI, E = 1,900 KSI, Fv = 285 PSI
FILE COP
Pam* No. 3
Kr r view approval is subject to errors and omissions.
,;' ' id Qf construction documents does not authorize
1 t: ', :y.tation of any adopted code or ordinance. Receipt
FASTENERS. BOLTS. STRAPS PERIODIC FOR CONNECTIONS OF ALL 1707.3 & 1706.2 25. ALL PRESSURE- TREATED (P.T.) WOOD MEMBERS SPECIFIED ON THE DRAWINGS THAT OCCUR ABOVE GROUND AND CONTINUOUSLY PROTECTED
HOLDOWNS. ETC. MEMBERS OF THE SEISMIC AND WIND FROM MOISTURE (INTERIOR LOCATIONS) SHALL BE PRESSURE - TREATED WITH DOT SODIUM BORATE (SBX) WITHOUT NaSi02. AT LOCATIONS
RESISTING SYSTEM INCLUDING DIAPHRAGMS, PERMANENTLY EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND, WOOD MEMBERS SHALL BE PRESSURE - TREATED WITH COPPER
SHEAR WALLS, STRUTS, & HOLDOWNS AZOLE CA -B (HEM -FIR ONLY), OR ALKALINE COPPER QUAT (ACQ -C FOR DOUGLAS -FIR, OR ACQ -D FOR HEM -FIR) PRESERVATIVES UNLESS
OTHERWISE NOTED. AMMONIACAL COPPER ZINC ARSENATE (ACZA) PRESERVATIVE, OR OTHER PRESERVATIVES WITH AMMONIA CARRIERS, SHALL
EPDXY GROUTED RODS OR REBAR NOT BE USED.
Ot csproved Feld and cond ons
IL 4/ .4,, ..,
9)
PERIODIC INCLUDING INSPECTION OF TABLE 1704.4, ITEM 4 SEE GENERAL STRUCTURAL NOTES 26 AND 29 FOR MATERIAL REQUIREMENTS OF CONNECTORS AND FASTENERS IN CONTACT WITH
EMBEDMENT DEPTH AND HOLE PRESSURE- TREATED MEMBERS.
CLEANLINESS PRIOR TO ALL 26. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR
INSTALLATIONS CATALOG NO C -2011. ALTERNATE CONNECTORS CONFORMING TO IBC SECTION 1715 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY
THE STRUCTURAL ENGINEER. A CURRENT ICC -ES REPORT AND A LIST STATING THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO
PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS
REQUIREING SPECIAL INSPECTION IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. RELATING TO REVIEW AND /OR RE- DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE OF FASTENERS AS
SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE
CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY
STRUCTURAL OBSERVATION PER IBC SECTION 1710 WILL BE PERFORMED BY THE STRUCTURAL ENGINEER -OF- RECORD DURING CONSTRUCTION MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO
- /4 ----2_01
►
�fa
BUILDING DIVISION 1 5
"""
19
SHEET INDEX:
AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION CONSISTS OF ASTM A307. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE
VISUAL OBSERVATION FOR GENERAL CONFORMACE TO THE CONSTRUCTION DOCUMENTS AND DOES NOT INCLUDE OR WAIVE THE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL TIMBER JOISTS AND MULTIPLE JOIST BEAMS SHALL
RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTIONS 108, 1704, OR OTHER SECTIONS OF THE IBC. BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES JOIST HANGERS, UNLESS OTHERWISE NOTED.
ALL TIMBER CONNECTORS IN CONTACT WITH PRESSURE - TREATED WOOD THAT USES PRESERVATIVE CHEMICALS OTHER TI-IAN DOT SODIUM
HO
ANCHORAGE: BORATE (SBX) WITHOUT NaSi02 SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (G185 STEEL PER ASTM A653), OR TYPE 304
51.1 GENERAL STRUCTURAL NOTES, SITE MAP & INDEX
S2.B1 PARTIAL ROOF FRAMING PLAN - BUILDING B
S2.B2 PARTIAL ROOF FRAMING PLAN - BUILDING B
53.1 DETAILS RECEIVED
CITY OF TUKWILA
DEC 0 7 2012
PERMIT CENTER
'.... 3 83
20
13. EPDXY- GROUTED RODS TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET -XP ADHESIVE" AS MANUFACTURED BY OR 316 STAINLESS STEEL ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A123 OR MECHANICALLY
SIMPSON STRONG -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT N0. 2508, INCLUDING MINIMUM EMBEDMENT GALVANIZED PER ASTM 8695, CLASS 55 OR GREATER. STAINLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL CONNECTORS,
REQUIREMENTS OR "HIT -RE- 500 -SD" AS MANUFACTURED BY HILTI CORPORATION AND INSTALLED IN STRICT ACCORDANCE WITH ICC -ES AND HOT DIP GALVANIZED FASTENERS PER ASTM A153 SHALL BE USED WITH GALVANIZED CONNECTORS.
REPORT NO 2322, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR 27. ALL WOOD DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING SHALL CONFORM TO IBC TABLE
REVIEW WITH ICC -ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICC -ES 2304.9.1 OR CURRENT ICC -ES REPORT NER -272. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH OWNER REPRESENTATIVE
ACCEPTANCE CRITERIA AC308. SPECIAL INSPECTION OF EPDXY - GROUTED ANCHOR INSTALLATION IS REQUIRED. NOTIFY ENGINEER IF BOLT AND STRUCTURAL ENGINEER. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
LOCATIONS CONFLICT WITH REINFORCING STEEL - DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. INSTALLATION OF LAG SCREWS SHALL CONFORM TO 2005 NDS SECTION 11.1.3 AND INSTALLATION OF BOLTS SHALL CONFORM TO NDS
INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. 2508 OR 2322 WHERE A TORQUE TEST IS REQUIRED. SECTION 11.1.2.
28. ALL NAILS SPECIFIED ON THE DRAWINGS WERE DESIGNED TO BE COMMON NAILS. MINIMUM NAIL DIAMETER AND LENGTH SHALL BE AS
UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING EMBEDMENT DEPTHS FOR ANCHORS AT CONCRETE; FOLLOWS:
1/2" DIAMETER ROD 4" 10d 0.148" X 3"
5/8" DIAMETER ROD 4" 16d 0.162" X 3-1/2"
3/4" DIAMETER ROD 6"
7/8" DIAMETER ROD 6" 29. ALL TIMBER FASTENERS IN CONTACT WITH WOOD TREATED WITH ONE OF THE APPROVED PRESERVATIVE CHEMICALS LISTED IN THE NOTES
ABOVE, OTHER THAN DOT SODIUM BORATE (SBX) WITHOUT NaSi02, SHALL BE POST HOT DIP GALVANIZED PER ASTM A153.
30. WOOD GLUE SHALL CONSIST OF T -88 STRUCTURAL EPDXY ADHESIVE BY SYSTEM THREE RESINS, INC. INSTALLED PER THE MANUFACTURERS
SPECIFICATIONS. ALL SURFACES MUST BE CLEAN AND FREE FROM DEBRIS PRIOR TO APPLICATION.
18
GENERAL STRUCTURAL
PROJECT NO.
12- 0038 -04
PERMIT SET
REVISIONS :
DRAWN BY :
LMH
DATE:
11/07/2012
COMPUTER FILE :
SCALE:
NONE
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10
13
14
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DATE:
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DEC 17 2012
•
City of Tukwila
BUILDING DIVISION
DO-ft-393
RECEIVED
CITY OF TUKWILA
DEC 0 7 2012
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PROJECT NO.
12- 0038 -04
PERMIT SET
REVISIONS :
DRAWN BY :
LMH
DATE:
11/07/2012
COMPUTER FILE :
SCALE:
NOTED
DATE
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SHEET NO.
S2.B1
2 OF : 11
DRAWN BY :
LMH
DATE:
11/07/2012
COMPUTER FILE :
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SHEET NO.
S2.B1
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REVIEWED FOR
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, APPROVED
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DEC 17 2012
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 0 7 2012
PERMIT CENTER
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DATE:
11/07/2012
COMPUTER FILE :
SCALE:
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SHEET NO.
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1
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EXIST. ROOF
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SCALE: 1 " =1' -0"
SCALE: 1"=1.-0"
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SCALE: 1"=1'-0"
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16
17
18
HOEDOWN SCHEDULE
REVIEWED FOR
CODE COMPLIANCE
APPROVED
° DEC 17 2012
City of TukvAla
BUILDING DIVISION`
HOLDOWN
WOOD
CONNECTION
WALL
ANCHOR
CONTINUITY
TIE
ALT ERNATE
CONNECTION2
HD3B
(2) 5/8" DIA.
5/8" DIA. (EMBED 4")
5/8" DIA.
T2 -24 PAIRED
RECEIVED
CITY OF TUKWILA
DEC 07 2012
PERMIT CENTER
HD5B
(2) 3/4" DIA.
5/8" DIA. (EMBED 4 ")
5/8" DIA.
T2 -24 PAIRED
HD7B
(3) 3/4" DIA.
7/8" DIA. (EMBED 6 ")
7/8" DIA.
T2 -44 PAIRED
HD9B
(3) 3/4" DIA.
7/8" DIA. (EMBED 6 ")
7/8" DIA.
T2 -44 PAIRED
HTT4
(18) 10d NAILS
5/8" DIA. (EMBED 4 ")
5/8" DIA.
T2 -24 PAIRED
HCSTR3
_
_
(3)3/84" DIA. EA. SIDE
T2 -46 PAIRED
NOTE:
1. WALL ANCHOR MAY BE EPDXY GROUTED PER GENERAL NOTES.
2. ZONE FOUR HARDWARE
1 ).,,,...., 3 83
20
PROJECT NO.
12- 0038 -04
PERMIT SET
REVISIONS :
DATE:
11/07/2012
COMPUTER FILE :
SCALE:
NOTED
DATE
z
<\<<<<
DRAWN BY :
LMH
DATE:
11/07/2012
COMPUTER FILE :
SCALE:
NOTED
SHEET NO.
S3.1
11 OF: 11