HomeMy WebLinkAboutPermit D12-385 - SOUTHCENTER SOUTH CORPORATE PARK - BUILDING Q - SEISMIC UPGRADESOUTHCENTER
SOUTHCORPORATE PARK
BLDG Q
6545 S GLACIER ST
D12-385
City ofii'ukwila
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
DEVELOPMENT PERMIT
Parcel No.: 7888900110
Address: 6545 S GLACIER ST TIIKW
Suite No:
Project Name: SOUTHCENTER SOUTH CORPORATE PARK, BLDG Q
Permit Number: D12 -385
Issue Date: 04/30/2013
Permit Expires On: 10/27/2013
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 -385 Printed: 04 -30 -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:
Water Main Extension:
Water Meter:
Permit Center Authorized Signature:
I hereby certify that I have read and
governing this work will be complie
N
N
N
Number: 0
Start Time:
Volumes: Cut 0 c.y.
Size (Inches): 0
End Time:
Fill 0 c.y.
Start Time: End Time:
Private:
Profit: N
Private:
Date:
Public:
Non - Profit: N
Public:
ned 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 pre
construction or the performance of work.
to this permit.
Signature:
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
Print Name: 1 ci L and
Date: — l3
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 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
D12-385 Printed: 04 -30 -2013
6: All construction shall be done in conform with the approved plans and the requirem of the International
Building Code or International Residential C , International Mechanical Code, Washingto�te Energy Code.
7: 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 -385 Printed: 04 -30 -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 Permit No. 1 )-- 3 OS-
Project No.
Date Application Accepted: 1> - 1
Date Application Expires: IQ )--. (3
(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
Site Address: -6'6545 South Glacier Street
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:
Contr Reg No.:
Exp Date:
Tukwila Business License No.:
H:\Applications\porms- Applications On Line \2011 Applications\ Permit Application Revised - 8- 9- 11.dooc
Revised: August 2011
bh
King Co Assessor's Tax No.: 7888900110
Suite Number: Floor: 1
New Tenant: ❑ Yes ® .. No
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 RC//W����1��9.27.095)
Name: eez►'1f`a1'S
,,{{�� �i1 c -, j
QU 'A1 m ` tors
Address: a �'�(
4 A
b mAl c MOI 67NY��
City:
y
State: VV Zip:
Page 1 of 4
BUILDING PERMIT INFORMATIOI�T— 206 -431 -3670
Valuation of Project (contractor's bid price): $ 115,000
Existing Building Valuation: $ 3,527,500
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
Z.. 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 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
Department.
HAApplicatio sTorms- Applications On Line \2011 Applcations\Permit Application Revised - 8- 9- 11.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
1' Floor
66,898
0
0
0
rd Floor
3`d 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 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
Department.
HAApplicatio sTorms- Applications On Line \2011 Applcations\Permit Application Revised - 8- 9- 11.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 OWNE
Signature:
r ' (ZED AGENT:
llfi�
Print Name: Keith W. Moore
Mailing Address: 21902 96th Avenue SE
H:Upplications\Forms- Applications On Line \2011 Applications\Pe nit Application Revised - 5- 9- 11.docx
Revised: August 2011
bh
Date: 12/07/2012
Day Telephone: (206) 909 -7808
Snohomish WA 98296
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.: 7888900110 Permit Number: D12-385
Address: 6545 S GLACIER ST TUKW Status: APPROVED
Suite No: Applied Date: 12/07/2012
Applicant: SOUTHCENTER SOUTH CORPORATE PARK, BLDG Q Issue Date:
Receipt No.: R13 -01476
Payment Amount: $4.50
Initials: JEM Payment Date: 04/30/2013 01:00 PM
User ID: 1165 Balance: $0.00
Payee: ADATTO CONSTRUCTION, INC.
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 263180 4.50
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
STATE BUILDING SURCHARGE
640.237.114 4.50
Total: $4.50
doc: Receiot -06 Printed: 04 -30 -2013
City of Tuella,
Department of Community Development
6300 Southcenter Boulevard, Suite 8100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: him:Uvovie.ci.nukwila.wa.u.s
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 Tugi1a.
Department of Community Development
6300 Southcener Boulevard, Suite 8100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: ht,n:/bvww. ci. tukwila. 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
J
3
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 fL. (206) 431 -367
Permit Inspection Request Line (206) 431 -2451
4/
Project:
S_._.Cot2Pob)f T£ pAtzg..
Type of Inspection:
c A L.
Address:
(05 y5 GLFC'FR
Date Called:
Special Instructions:
Date Wanted:
(c -27 —I3
m.
p.m.
Requester:
Phone No:
ca m- G 63 - I '-'4-1 C..
121Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
Date:
i3
rSPECTION FEE RE UIRED. Pfior to next inspection. fee must be
at 6300 Southcenter Blvd.. Suite 100. Call to schedule reins ection
P •
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
b12-32)S
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project:
SO111rHC>vrh Q 0oR Poi A;E
Type of Inspection:
Fit P &II rJ 6
Address:
65145 S C,L aCf(2
Date Called:
Special Instructions:
�,„�
Date Wanted: e
C., -.2.O- 13 p.m.
Requester:
Phone No:
,.a C-- ; ro 3 - 15L-1(..,,
MApproved per applicable codes. Corrections required prior to approval.
COMMENTS:
G'
e.l A l -__L-0,-,,r-leek
I'
A t f ro c
1 - ..
P 4
od
et
-4 0
0 !r S,®
CM
-
}
1 �
NSPECTION EE REQUIRED. Prior to next inspection, fee must be
id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
er —z0 -13
,,,revti.. air- _, _,-- •--r... -.
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 Q
6501 -6545 south Glacier Street
Tukwila, WA
Project No. T13050
��EMAIL
ey Chnsty Lawson at 5 33 pm 'Jun 25, 2013 . -
FINAL LETTER
Permit: D12 -385
Seattle Office
20225 CedarValey Road
Stite 110
Lynnwxcl, WA 98038
ph 425.7429360
x425.745.1737
Tacoma Office
10029 S. Tacoma Way
Ste E2
Taooma WA 98499
ph 253.584.3720
x253.584.3707
Portland Office
7911 NE 33rd Drive
Side 190
Portland, OR 97211
ph 503.281.7515
x503281.7579
This is to inform you that registered special inspections have been completed for this project for
Building Q 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 TUKWILA
JUN 2 7 2013
PERMIT CENTER
FILE COPY
Permit No.
STRUCTURAL CALCUUX1ioNS
FOR
VOLUNTARY PARTIAL SEISMIC UPGRADE
SOUTHCENTER SOUTH
BLDG Q: 6501 - 6545 SOUTH GLACIER STREET
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
'ODE COMPLIANCE
APPROVED
DEC 17 2012
City of Tukwila
BUILDING DIVISION
PREPARED BY: EUGENE TRAHERN, P.E.
bl
3 85
RECEIVED
CITY OF TUKWILA
DEC 0 7 2012
PERMIT CENTER
reg Scbta. 7/4
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°ABU= CREST CONSULTING ENGINEERS. INC
PROJECT:
5.4>QT01-cez,Th511- Sitscrtrif
EPdGR: 77Z-A.,vdrd14*
DATE:
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)
0.2 1.382 (Ss, Site Class B)
1.0 0.472 (51, Site Class B)
Conterminous 48 States
2009 International Building Code
Latitude = 47.436
Longitude = - 122.249
Spectral Response Accelerations SMs and SM1
SMs =Fax Ss andSM1 =FvxS1
Site Class D - Fa = 1.0 ,Fv = 1.528
Period Sa
(sec) (g)
0.2 1.382 (SMs, Site Class D)
1.0 0.721 (SMI, Site Class D)
Conterminous 48 States
2009 International Building Code
Latitude = 47.436
Longitude = - 122.249
Design Spectral Response Accelerations SDs and SD1
SDs = 2/3 x 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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PROJECT:
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ENGR: C 7:42.4 *Sae,
DATE:
SCALE:
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SHEET
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9,197..rz_s
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1.4111(A8 i6) 94,11
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CASCAD8 Cparirr CoHuL1INQ Eututtegns. INC.
PROJECT:
-5(5 cm-gee-vie-2 512,c.frii
ENGR: 77i,4AlergAl
DATE: /c/91/ Z.
SCALE
SHEET
Aawo)e- mia
$e.619.
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CASCADE CoursT Cossaixaso ENCUMBERS. NM
PROJECT:
5-otrrfr4eewteas sogarof
ENGR: 6", rizA t,ktarg."/
DATE: /0/9/12_
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CASCADE CREser CONSUURNO ENGINEERS. INC.
PROJECT:
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PERMIT COM C Info
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D12 -385 DATE: 12 -07 -12
PROJECT NAME: SOUTHCENTER SOUTH - SEISMIC UPGRADE
SITE ADDRESS: 6545 S GLACIER ST
X Original Plan Submittal Response to Incomplete Letter
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
Building Division
Xlic Wdrks 1E
iliv\ N// 1 ►)- —lok
Fire Prevention
Structural
n
7•11.
Planning Division
Permit Coordinator 11
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -11 -12
Complete
-q]
Incomplete
Not Applicable
n
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 tyj Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 01 -08 -13
Approved n Approved with Conditions Not Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: 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 enter Friendly Page
•
Page 1 of 2
General /Specialty Contractor
A business registered as a construction contractor with Lttl 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 DtA6)
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
ADATTCC171JH
CONSTRUCTION
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
Amount
Bond Information
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
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
https: / /fortress.wa. gov /lni/bbip/Print. aspx
04/30/2013
General Structural Notes
ONE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.)
CRITERIA:
1. THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. IT HAS BEEN VOLUNTARILY STRENGTHENED IN
ACCORDANCE WITH SECTION 1613 OF THE INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2009 EDITION.
2. THIS PROJECT IS INTENDED TO STRENGTHEN THE OUT -OF -PLANE LOAD PATH BETWEEN THE EXTERIOR CONCRETE TILT -UP WALL PANELS
AND THE ROOF DIAPHRAGMS ONLY. THE PROJECT IS A VOLUNTARY PARTIAL SEISMIC UPGRADE AND IS WITHIN CURRENT PRACTICE FOR
STRENGTHENING 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
WITH ASCE -31 "SEISMIC EVALUATION OF EXISTING BUILDINGS ".
3. DESIGN LOADING CRITERIA:
OCCUPANCY CATEGORY (IBC TABLE 1604.5) II
ROOF LIVE LOAD 25 PSF (IS = 1.0)
EARTHQUAKE ASCE -31
SS = 1.382, S1 = 0.472, SDS = 0.921, SD1 = 0.481,
IE = 1.0, SITE CLASS = D
SEISMIC DESIGN CATEGORY D (IBC)
4. ALL NEW MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL
BUILDING CODE (IBC), 2009 EDITION.
CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL
DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE
EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS: OR WERE ASSUMED BASED
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.
. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS
HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS.
. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES
REQUIRED FOR COMPLETION OF THE WORK.
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.
9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF
SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE
OWNER REPRESENTATIVE AND THE STRUCTURAL ENGINEER.
10. SHOP DRAWINGS FOR STRUCTURAL STEEL AND ENGINEERED WOOD PRODUCTS SHALL BE SUBMITTED TO THE OWNER REPRESENTATIVE AND
STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS.
SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE CITY OF TUKWILA BUILDING DEPARTMENT IN ACCORDANCE WITH BUILDING DEPARTMENT
REQUIREMENTS AT THE TIME OF CONSTRUCTION.
11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE
VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD.
SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED.
SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY
THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH
MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF
DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER
PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL
CONTROL AND SHALL BE FOLLOWED.
SPECIAL INSPECTIONS:
12. STATEMENT OF SPECIAL INSPECTIONS STRUCTURAL ITEMS (SEISMIC DESIGN CATEGORY D):
DEFINITIONS:
THE SEISMIC LATERAL FORCE - RESISTING SYSTEMS FOR THIS STRUCTURE CONSISTS PRIMARILY OF THE EXISTING CONCRETE WALL PANELS
AND THE WOOD FRAMED ROOF DIAPHRAGMS INDICATED ON THE DRAWINGS.
SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORDANCE WITH
CHAPTER 17 OF THE IBC WMi REPORTS PER IBC SECTION 1704.1.2 SUBMITTED TO THE OWNER, OWNER REPRESENTATIVE, STRUCTURAL
ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL FOR EACH DAY SPECIAL INSPECTIONS OR TESTING IS PERFORMED. THESE
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
WOOD
FASTENERS. BOLTS. STRAPS
HOLDOWNS. ETC.
202...GEMED_R.0.1a233EM
PERIODIC FOR CONNECTIONS OF ALL
MEMBERS OF THE SEISMIC AND WIND
RESISTING SYSTEM INCLUDING DIAPHRAGMS,
SHEAR WALLS, STRUTS, & HOLDOWNS
PERIODIC INCLUDING INSPECTION OF
EMBEDMENT DEPTH AND HOLE
CLEANLINESS PRIOR TO ALL
INSTALLATIONS
1707.3 & 1706.2
TABLE 1704.4, ITEM 4
PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK
REQUIREING SPECIAL INSPECTION IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.
STRUCTURAL OBSERVATION PER IBC SECTION 1710 WILL BE PERFORMED BY THE STRUCTURAL ENGINEER -OF- RECORD DURING CONSTRUCTION
AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL; OBSERVATION CONSISTS OF
VISUAL OBSERVATION FOR GENERAL CONFORMACE TO THE CONSTRUCTION DOCUMENTS AND DOES NOT INCLUDE OR WAIVE THE
RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTIONS 108, 1704, OR OTHER SECTIONS OF THE IBC.
ANCHORAGE:
13. EPDXY - GROUTED RODS TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET -XP ADHESIVE" AS MANUFACTURED BY
SIMPSON STRONG -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. 2508, INCLUDING MINIMUM EMBEDMENT
REQUIREMENTS OR "HIT-RE- 500 -SD" AS MANUFACTURED BY HILT1 CORPORATION AND INSTALLED IN STRICT ACCORDANCE WITH ICC -ES
REPORT NO. 2322, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR
REVIEW WITH ICC -ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICC -ES
ACCEPTANCE CRITERIA AC308. SPECIAL INSPECTION OF EPDXY - GROUTED ANCHOR INSTALLATION IS REQUIRED. NOTIFY ENGINEER IF BOLT
LOCATIONS CONFLICT WITH REINFORCING STEEL - DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL.
INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. 2508 OR 2322 WHERE A TORQUE TEST IS REQUIRED.
UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING EMBEDMENT DEPTHS FOR ANCHORS AT CONCRETE:
1/2" DIAMETER ROD 4"
5/8" DIAMETER ROD 4"
3/4" DIAMETER ROD 6"
7/8" DIAMETER ROD 6"
RENOVATION:
14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED
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.
LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF AND 20 PSF AT ROOFS.
15. CONTRACTOR SHALL CHECK FOR DRY ROT, SPLITTING, CHECKING AND EXISTING DAMAGE AT ALL EXISTING WOOD FRAMING MEMBERS IN AREA
OF WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL
ENGINEER.
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.
STRUCTURAL STEEL:
17. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND
CODES:
1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS AND PLASTIC DESIGN, OR LOAD AND RESISTANCE FACTOR DESIGN
SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.
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
FOR ALL MEMBERS EXCEPT THOSE NOTED TO BE DESIGN -BUILD ITEMS. ALTERNATE CONNECTION DETAILS REQUESTED BY THE
FABRICATOR SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL VIA A REQUEST FOR INFORMATION (RFI) PRIOR TO
COMPLETION OF SHOP DRAWINGS.
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
SPRAY -ON FIREPROOFING SHALL NOT BE PAINTED. DO NOT PAINT OR GALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE
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
DRAWINGS GOVERN.
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.
18. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
TYPE OF MEMBER ASTM SPECIFICATION Fy
A. PLATES, ANGLES, CHANNELS, AND RODS A36 36 KSI
B. CONNECTION BOLTS (3/4" ROUND, UON) A307
C. THREADED RODS FOR EPDXY GROUTED CONNECTIONS A36 OR A307 (GRADE C) 36 KSI
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.
20. HOLE SIZES IN STEEL MEMBERS FOR CONNECTIONS TO CONCRETE SHALL BE GREATER THAN THE NOMINAL BOLT DIAMETER BY 1 /16" FOR
CAST -IN -PLACE ANCHOR BOLTS, 1/16" FOR EXPANSION BOLTS, AND 1/8" FOR EPDXY GROUTED BOLTS. USE OF LARGER HOLES WOULD
REQUIRE THE USE OF WELDED PLATE WASHERS AND WOULD REQUIRE PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. FOR EPDXY
GROUTED INSTALLATIONS, GAPS BETWEEN BOLTS AND HOLES IN STEEL MEMBER SHALL BE FILLED SOLID WITH EPDXY PRIOR TO NUT AND
WASHER INSTALLATION.
21. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS
USING E70XX ELECTRODES. ONLY PREQUAUFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. DO NOT PAINT OR GALVANIZE AREAS OF
PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND GALVANIZING IN FIELD PRIOR TO WELDING.
22. NO FIELD WELDING PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE.
WOOD:
23. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING
RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS: (2x MEMBERS)
(3x AND 4x MEMBERS)
HEM -FIR NO. 1
MINIMUM BASIC DESIGN STRESS, Fb = 975 PSI, Fv = 150 PSI
HEM -FIR NO. 1
MINIMUM BASIC DESIGN STRESS, Fb = 975 PSI, Fv = 150 PSI
24. ENGINEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE
GRADE, THE NER OR ICC -ES REPORT NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS SHALL BE MANUFACTURED WITH AN
APPROVED ADHESIVE.
PARALAM LUMBER (PSL): Fb = 2,900 PSI, E = 2,000 KSI, Fv = 290 PSI
MICROLAM LUMBER (LVL): Fb = 2,600 PSI, E = 1,900 KSI, Fv = 285 PSI
25. ALL PRESSURE - TREATED (P.T.) WOOD MEMBERS SPECIFIED ON THE DRAWINGS THAT OCCUR ABOVE GROUND AND CONTINUOUSLY PROTECTED
FROM MOISTURE (INTERIOR LOCATIONS) SHALL BE PRESSURE - TREATED WITH DOT SODIUM BORATE (SBX) WITHOUT NaSi02. AT LOCATIONS
PERMANENTLY EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND, WOOD MEMBERS SHALL BE PRESSURE- TREATED WITH COPPER
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
NOT BE USED.
SEE GENERAL STRUCTURAL NOTES 26 AND 29 FOR MATERIAL REQUIREMENTS OF CONNECTORS AND FASTENERS IN CONTACT WITH
PRESSURE - TREATED MEMBERS.
26. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG- TIE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR
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
THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS
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
MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO
ASTM A307. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE
SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL TIMBER JOISTS AND MULTIPLE JOIST BEAMS SHALL
BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES JOIST HANGERS, UNLESS OTHERWISE NOTED.
ALL TIMBER CONNECTORS IN CONTACT WMFH PRESSURE - TREATED WOOD THAT USES PRESERVATIVE CHEMICALS OTHER THAN DOT SODIUM
BORATE (SBX) WITHOUT NaSIO2 SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (G185 STEEL PER ASTM A653), OR TYPE 304
OR 316 STAINLESS STEEL ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A123 OR MECHANICALLY
GALVANIZED PER ASTM 8695, CLASS 55 OR GREATER. STAINLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL CONNECTORS,
AND HOT DIP GALVANIZED FASTENERS PER ASTM A153 SHALL BE USED WITH GALVANIZED CONNECTORS.
27. ALL WOOD DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING SHALL CONFORM TO IBC TABLE
2304.9.1 OR CURRENT ICC -ES REPORT NER -272. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH OWNER REPRESENTATIVE
AND STRUCTURAL ENGINEER. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
INSTALLATION OF LAG SCREWS SHALL CONFORM TO 2005 NDS SECTION 11.1.3 AND INSTALLATION OF BOLTS SHALL CONFORM TO NDS
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
FOLLOWS:
10d 0.148" X 3"
16d 0.162" X 3 -1/2"
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
VII
REVISIONS
SIONS
a poaapr scope t n without prior poval of
Tukwila Building Division.
NOTE:: Revisions will require a new plan submittal
and rncy include additional plan review fees.
SEPARATE PERMIT
REQUIRED FOR
letswiargad
Plumbing ,
lifeas mom
City of Tukwila
BUILDING D1VISIO j
SITE PLAN
N.T.S.
14
Ff .E COPY
Permit No
S
pI rt rmviow approval Is subject to errors and omissions.
oi construction documents does not authorize
} ion of any adopted ,ccoddeq�or ordinance. Receipt
o _ , rov o Field Copy and conditions is v,4 Id.
By
Data: . (219/2,A 2a- '
City Of Tbkwila
BUILDING DIVISION
REVIEWED FOR
CODE {�CE
DEC 17 2012r�
) ',. �'`
City of Tukwila
BUILDING DIVISION
15
19
SHEET INDEX:
S1.1 GENERAL STRUCTURAL NOTES, SITE MAP & SHEET INDEX
S2.Q1 ROOF FRAMING PLAN - BUILDING Q
S3.1 DETAILS
bl13S5
RECEIVED
CITY OF TUKWILA
DEC 0 7 2012
PERMIT CENTER
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BEET TITLE :
GENERAL STRUCTURAL
PROJECT NO.
12-0038-04
PERMIT SET
REVISIONS :
i<<<<<<
DRAWN BY :
LMH
DATE:
11/07/2012
COMPUTER FILE :
SCALE:
NONE
SHEET NO.
1 OF : 11
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REVIEWED FOR
CODE COMPLIANCE
APPROVED
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City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 0 7 2012
PERMIT CENTER
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BUILDING Q
PROJECT NO.
12- 0038 -04
PERMIT SET
REVISIONS :
2<<1<<<<
SHEET NO.
S2.Q1
8 OF : 11
DRAWN BY :
LMH
DATE:
11/07/2012
COMPUTER FILE :
SCALE:
NOTED
SHEET NO.
S2.Q1
8 OF : 11
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GENERAL STRUCTURAL
PROJECT NO.
12- 0038 -04
PERMIT SET
REVISIONS :
DRAWN BY :
General Structural Notes
DATE:
11/07/2012
COMPUTER FILE :
SCALE:
(THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.)
CRFFEM. 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 FORE
STRENGTHENING 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 AREAf,
WITH ASCE -31 "SEISMIC EVALUATION OF EXISTING BUILDINGS ". OF WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE 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
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EARTHQUAKE ASCE -31 17. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.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 SHALL 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, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL FOR ALL MEMBERS EXCEPT THOSE NOTED TO BE DESIGN -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 FABRICATOR SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL VIA A REQUEST FOR INFORMATION (RFl) PRIOR TO
EXISTING CONDI110NS 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 CONDFTIONS 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
8. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER REPRESENTATIVE AND STRUCTURAL ENGINEER FOR CONSTRUCTION WITHOUT EXPLICIT DIRECTION TO DO SO BY THE OWNER.
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 CONDFIIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF TYPE OF MEMBER ASTM SPECIFICATION Fy
SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE
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.
20. HOLE SIZES IN STEEL MEMBERS FOR CONNECTIONS TO CONCRETE SHALL BE GREATER THAN THE NOMINAL BOLT DIAMETER BY 1 " FOR
SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE CffY OF TUKWILA BUILDING DEPARTMENT IN ACCORDANCE WITH BUILDING DEPARTMENT /
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 PURPOSEOF 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 E70XX ELECTRODES. ONLY PREQUALIFIED 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 DETAILING 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 CONFIJCTS 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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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:
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
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
.-
REVIEWED FOR
ODE COMPLIANCE
� APPROVED
•a DEC 17 2012
City of'TukWih
BUILDING DIVISION
1 'J
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
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 THAN DOT SODIUM
ANCHORAGE BORATE (SBX) WITHOUT NaSi02 SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (G185 STEEL PER 1 ASTM A653), OR TYPE 304
13. EPDXY - GROUTED RODS TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH MANUFACTURED ADHESIVE" AS MANUFACTURED BY OR 316 STAINLESS STEEL ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A123 OR MECHANICALLY
GALVANIZED PER ASTM 8695 CLASS 55 OR GREATER. STAINLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL CONNECTORS
SIMPSON STRONG -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. 2508, INCLUDING MINIMUM EMBEDMENT
AND HOT DIP GALVANIZED FASTENERS PER ASTM A153 SHALL BE USED WITH GALVANIZED CONNECTORS.
REQUIREMENTS OR "HIT-RE- 500 -SD" AS MANUFACTURED BY HILT( CORPORATION AND INSTALLED IN STRICT ACCORDANCE WFFH ICC -ES
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 WFFH ICC -ES REPORT NO. 2508 OR 2322 WHERE A TORQUE TEST IS REQUIRED. SECTION 11.1.2. 1
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" 29. ALL TIMBER FASTENERS IN CONTACT WITH WOOD TREATED WITH ONE OF THE APPROVED PRESERVATIVE CHEMICALS LISTED IN THE NOTES
7/8" DIAMETER ROD 6" 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
S1.1 GENERAL STRUCTURAL NOTES, SITE MAP & SHEET INDEX
S2.01 ROOF FRAMING PLAN - BUILDING Q
S3.1 DETAILS
RECEIVED
CITY OF TUKWILA
DEC 0 7 2012
PERMIT CENTER
r. 31 8 5
20
U
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a
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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SHEET NO.
S1.1
1 OF : 11
DRAWN BY :
LMH
DATE:
11/07/2012
COMPUTER FILE :
SCALE:
NONE
SHEET NO.
S1.1
1 OF : 11