HomeMy WebLinkAboutPermit D05-127 - PACIFIC GRIP - OVERHEAD DOORSPACIFIC GRIP
10401 MARTIN LUTHER
KING WY S
DOS -127
city o� Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: cOukwila.wa.us
DEVELOPMENT PERMIT
Value of Construction: $8,000.00
Type of Fire Protection: SPRINKLERS
Type of Construction: VB
Parcel No.: 0323049026
Address: 10401 MARTIN LUTHER KING WY S TUKW
Suite No:
Tenant:
Name: PACIFIC GRIP
Address: 10401 MARTIN LUTHER KING WY S, TUKWILA WA
Owner:
Name: SEBCO INC
Address: 4020 E MADISON #320, SEATTLE WA
Contact Person:
Name: DAVID KEHLE
Address: 12720 GATEWAY DR S, STE 116, TUKWILA WA
Contractor:
Name: PRECISION BUILDERS INC
Address: PO BOX 98609, DES MOINES WA
Contractor License No: PRECIBI151C2
Expiration Date :01 /19/2006
DESCRIPTION OF WORK:
SAW CUT EXTERIOR CONCRETE TILT -UP WALLS FOR 2 NEW OVERHEAD DOORS.
Permit Number:
Issue Date:
Permit Expires On:
Steven M. Mullet, Mayor
Steve Lancaster, Director
D05 -127
05/05/2005
11/01/2005
Phone:
Phone: 206 433 -8997
Phone: 206 878 -2948
Fees Collected: $317.77
International Building Code Edition: 2003
Occupancy per IBC: 0024
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
N
Number: 0
Size (Inches): 0
Flood Control Zone:
N
Hauling:
N
Start Time:
End Time:
Land Altering:
N
Volumes: Cut 0 C.Y.
Fill 0 c.y.
Landscape Irrigation:
N
Moving Oversize Load:
N
Start Time:
End Time:
Sanitary Side Sewer:
N
Sewer Main Extension:
N
Private:
Public:
Storm Drainage:
N
Street Use:
N
Profit: N
Non - Profit: N
Water Main Extension:
N
Private:
Public:
Water Meter:
N
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City oY Tu kwila
Steven M. Mullet, Mayor
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tukwila.wa.us
Permit Number:
Issue Date:
Permit Expires On:
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Steve Lancaster, Director
D05 -127
05/05/2005
11/01/2005
Permit Center Authorized Signature: 5� -> G
9 Date: � ` �C `�l
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
The granting of his permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating co t ion or the performf work. I am authorized to sign and obtain this development permit.
Signature: m_ : 7 a-KL4-JZ Date:
lk-ar6hx, — Fra Print Name: �
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.
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doc: IBC- Permit D05 -127 Printed: 05 -05 -2005
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. City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 0323049026 Permit Number DOS -127
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Address: 10401 MARTIN LUTHER KING WY S TUKW Status: ISSUED
Suite No: Applied Date: 04/20/2005
Tenant: PACIFIC GRIP Issue Date: 05/05/2005
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1: ** *BUILDING DEPARTMENT CONDITIONS * **
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2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
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3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
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start of any construction. These documents shall be maintained and made available until final inspection approval is
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granted.
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4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by
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a Washington Association of Building Official Certified welder.
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5: When special inspection is required, either the owner or the registered design professional in responsible charge,
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shall employ a special inspection agency and notify the Building Official of the appointment prior to the first
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building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner.
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6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
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shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special
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inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection
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approval.
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7: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
9: 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.
10: ** *FIRE DEPARTMENT CONDITIONS * **
11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
12: Maintain fire extinguisher coverage throughout.
13: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
doc: Conditions D05 -127 Printed: 05 -05 -2005
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g City of Tukwila
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
14: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
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(IFC 1008.1.8.3 subsection 2.2)
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15: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
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is engaged from inside the tenant space. (IFC Chapter 10)
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16: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating
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and /or adding sprinkler heads. (IFC 901.4)
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17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)
18: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and
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approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
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j systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
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Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to
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the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
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19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
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#2051)
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20: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
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21: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
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description of intended use.
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22: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
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such condition or violation.
23: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
* *continued on next page **
doc: Conditions D05 -127 Printed: 05 -05 -2005
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City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
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The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
Signat&re:
Date: 6 - 5 - DE
Print Name: ` `-�'/� G�- ! / Q ✓tom
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CITY OF TUKWILA
�} Community Development Department
Public Works Department
Permit Center
reoe ' 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through th mail )or b fax.
* *Please Print **
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SITE :LOCATION
Site Address
Tenant Name•
Property Owners
Mailing Address.
CONTACT PERSON
Name
Mailing Address;
E -Mail Address:
Building Permit No. _LA�
Mechanical Permit No.
Public Works Permit No.
Project No.
or office use onl
King Co Assessor's Tax No.- 03 - Vt*- V & r 01
Da Telephone:
�� �
city s t
"tvt . WWI Fax Number:
zip
Zip I�
.. C.2r., A
GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) -
' Company Name:
Mailing Address
City State Zip
Contact Person: Day Telephone:
E Mail Address Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance"
ARCEMCT OF RECORD -,All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address-
City 4'vtS� J ~� {-' f
Contact Person: �� b Day Telephone:
E -Mail Address K C Keh�k�Y'Cl�• CD Fax Number: 9'
ENGINEER OF RECORD - .An plans must be wet stamped by Engineer of Record
Company Name: i G
Mailing Address 1 f r
f City �/,�y State Zip
Contact Person I" la � L Day Telephone: a y — !'
E -Mail Address Fax Number:
\aMicatiomha nit application (7.2(X)4)
Pace 1
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BUILDING. PERMIT INFORM. _ATION - 206-431 =3670
Valuation of Project (contractor's bid price): $I
Scope of Work (please provide detailed information):
,�, k�w El9C�t &v Qm
Will there be new rack storage? []..Yes X..No If "yes ", see Handout No. for requirements.
Provide All Building Areas in Square Footage Below
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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 for 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:
� wMWifl there be a change in use? El ..... Yes
,.No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATE
Sprinklers ❑...Automatic Fire Alarm ❑..None ❑... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ... Yes No
If "yes ", attach list of materials and storage locations on a separate 83112 x 11 paper indicating quantities and Material fety Data Sheets.
\aM11cu1o=NM 11 aMllwlou (7.2(X)4)
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Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
V Floor
2 Floor
3' .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 for 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:
� wMWifl there be a change in use? El ..... Yes
,.No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATE
Sprinklers ❑...Automatic Fire Alarm ❑..None ❑... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ... Yes No
If "yes ", attach list of materials and storage locations on a separate 83112 x 11 paper indicating quantities and Material fety Data Sheets.
\aM11cu1o=NM 11 aMllwlou (7.2(X)4)
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W ECE"CAL PERMIT IlV ORMATION — 206431 -3670
MECHANICAL CONTRACTOR INFORMATION
HA - s –,
Company Name:
Mailing Address
City state Zip
Contact Person: Day Telephone:
E -Mail Address Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
UM Residential:
New
.....❑
Replacement ..... ❑
Commercial:
New
.....❑
Replacement ..... ❑
Fuel I= : Electric
...... ❑
Gas .....
Other.
Indicate type of mechanical work being installed and the quantity below:
Unit T e:
Qty
Unit Type:
Qty
Unit Type:
Oty
Boiler/Compressor:
Qty
Furnace <100KBTU
Air Handling Unit >10,000
CFM
Fire Damper
0-3 HP /100,000 BTU
Furnace >100K BTU
Evaporator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan
Thermostat
15 -30 HP /1,000,000 BTU
Suspended/Wall/Floor
Mounted Heater
Ventilation System
Wood/Gas Stove
30-50 HP /1,750,000 BTU
Appliance Vent
Hood
Water Heater
50+ HP /1,750,000 BTU
Heat/Refrig/Cooling
System
Incinerator - Domestic
Emergency
Generator
Air Handling Unit
<10,000 CFM
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Incinerator — Comm/Ind
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Other Mechanical
Equipmen t
PERMIT'"]?UCATION NOTES = Applicable to nit permits, in tbis application
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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as
defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
I HEREBY CERTIFY HAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF P110 HE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING O ER ED AGENT:
Print
Mailing Address;
City
D Je:UM 1
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State Zip
Date Application Accepted: Date Application Expires: Staff Initials:
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*plicad0WNf=1t application (7 -2004)
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City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 0323049026
Permit Number DOS -127
Address: 10401 MARTIN LUTHER KING WY S TUKW
Status: APPROVED
Suite No:
Applied Date: 04/20/2005
Applicant: PACIFIC GRIP
Issue Date:
Receipt No.: R05 -00639
Initials: LAW
User ID: 1630
Payment Amount:
Payment Date:
Balance:
194.36
05/05/2005 02:12 PM
$0.00
Payee: DAVID E KEHLE ARCHITECT
TRANSACTION LIST:
Type Method
- - - - -- - - - - --
Payment Check
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ACCOUNT ITEM LIST:
1.
Description
BUILDING - NONRES
STATE BUILDING SU
Description Amount
16720 194.36
Account Code Current Pmts
------- - - - - -- ---------- - - - - -- ------------
000/322.100 169.86
RCHARGE 000/386.904 4.50
Total: 194.36
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of Tukwila
1906
6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670
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Payee: DAVID E. KEHLE ARCHITECT
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i TRANSACTION LIST:
pp. Type Method Description Amount
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Payment Check 16694 123.41
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
--- •--------------------- - - - - -- ---------- - - - - -- ------ - - - - --
1 PLAN CHECK - NONRES 000/345.830 123.41
Total: 123.41
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doc: Receipt Printed: 04 -20 -2005
RECEIPT
Parcel No.:
0323049026
Permit Number
DOS -127
Address:
10401 MARTIN LUTHER KING WY S TUKW
Status:
PENDING
Suite No:
Applied Date:
04/20/2005
Applicant:
PACIFIC GRIP
Issue Date:
Receipt No.:
R05 -00554
Payment Amount:
123.41
Initials:
SKS
Payment Date:
04/20/2005 10:17 AM
User ID:
1165
Balance:
$194.36
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Payee: DAVID E. KEHLE ARCHITECT
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i TRANSACTION LIST:
pp. Type Method Description Amount
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Payment Check 16694 123.41
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
--- •--------------------- - - - - -- ---------- - - - - -- ------ - - - - --
1 PLAN CHECK - NONRES 000/345.830 123.41
Total: 123.41
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doc: Receipt Printed: 04 -20 -2005
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INSPECTION RECORD t
Retain a copy with permit
INSPECTION NO. P IT 0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Proj
Type ofjpspectiqn.
'
Address
Date Cailed:�
pecial I tructions:jF
Date Wanted: a.
_/-) p.m.
Requester:
Phone No:
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`—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection.
Receipt No.: Date: 7
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Fl Approved per applicable codes. El Corrections required prior to approval. i
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1908
City of Tukwila
Steven M. Mullet, Mayor
Fire Department
Authorized Signature
FINALAPP.FRM
Rev. 2/19/98
Thomas P Keefe, Fire Chief
el
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439
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OTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
CONSTRUCTION INSPECTION REPORT �����` ., 1�
Report Number: 31548 o FIFMo� N`
Description: Epoxy Grouted Anchor Bolts A Ty
�iy�,
Project: Pacific Grip Permit Number. B05 -127
Address: 10401 ML King Way S, Tukwila Job Number. 05-412
Client: Precision Builders Inc Client Address: PO Box 98609, Des Moines
Inspector
and Date Remarks
Denny Newman Verified contractors installation of 5/8" all thread anchors into clean, epoxy filled holes of proper depth
6/15/2005 in existing tilt up wall for (4) new TS 3 x 6 retrofit columns according to details A, B and C on page S1
of approved plans and specifications.
Simpson epoxy expires 8/2006.
Does Conform
a
Copies to:
X Owner Contractor
Architect X Building Dept. Technical Responsibility:
X Engineer David Lyal, Technical Director
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report,
except in full, without written permission from our firm is strictly prohibited.
Page 1 of 1
6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221
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O L Y M P I C
ASSOCIATES
COMPANY
FILA C*ff
STRUCTURAL CALCULATIONS
Lindal Homes Warehouse
Martin Luther King Way South
Seattle, WA
OAC Job No.: 2005092
Date: April 18, 2005
APR 2 0 2005
PERMIT CENTER
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LOCATION 47.5109901 Lat. - 122.2801208 Long.
The interpolated Probabilistic ground motion values, in %g,
at the requested point are:
10 %PE in 50 yr 2 %PE in 50 yr Ss
PGA 33.27 67.21 J
0.2 sec SA 73.17 150.49
1.0.sec SA 24.15 51.85 -St
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PROJECT INFO: Home Page
SEISiIIIC HAZARD: Hazard by Lat/Lon, 2002
Page 1 of 1
i httrr// enint_ er.usgs.gov /en /cgi- hin /finri -11- 2002- intem.egi 3/11/2005
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2003 IBC SEISMIC LATERAL DESIGN LOADS
Project: Lindall Homes Warehouse
Location: Seattle, WA
OAC #: 2005092
Occupancy Category
1I
per ASCE 7 -02 Table 1 -1 (page 4)
Seismic Use Group
I
per ASCE 7 -02 Table 9.1.3 (page 96)
Importance Factor
1.00
per ASCE 7 -02 Table 9.1.4 (page 97)
Site Classification
D
per ASCE 7 -02 Table 9.4.1.2 (page 108)
Site Coefficients - 9.4.1.2.4
Sms =
1.5049
= Fa Ss equation 9.4.1.2.4 -1 (page l 29)
SMi =
0.77775
= Fv SI equation 9.4.1.2.4 -2 (page 129)
Ss =
1.50
0.2 sec ground motion per Figure 9.4.1.1 (page 110) or Geotech Report
S I =
0.52
1.0 sec ground motion per figure 9.4.1.1 (page 112) or Geotech Report
Fa =
1.00
Max EQ Spect Rersp Accel at short periods per Table 9.4.1.2.4a (page 129)
Fv =
1.50
Max EQ Spect Rersp Accel at 1.0 sec periods per Table 9.4.1.2.4b (page 130)
Design Spectral Response Acceleration Parameters - 9.4.1.2.5
SDS =
1.00
= 2/3 SMs equation 9.4.1.2.5 -1 (page 129)
SDI =
0.52
= 2/3 Smn equation 9.4.1.2.5 -2 (page 129)
General Procedure Response Spectrum - 9.4.1.2.6
Sa =
1.70
= 0.6 (SDs/To) T + 0.4 SDS when T > To equation 9.4.1.2.6-1 (page 129)
Sa =
1.00
= SDS when To > T > Ts
Sa =
2.32
= SDI / T when Ts > T equation 9.4.1.2.6 -2 (page 130)
Tmax =
0.31
= Cu Ta Maximum period limit
Cu =
1.4
Per ASCE 7 -02 table 9.5.5.3.1 (page 147) SDI = 0.52
To
0.10
0.2 SDI /SDS
Ts =
0.52
= SDI / SDS
Approximate period calculation:
Ta =
0.22
= Ct hn ^ x Approximate period equation 9.5.5.3.2 -1 (page 147) !
hn =
25
= height of building
Ct =
0,02
Per ASCE 7 -02 table 9.5.5.3.2 (page 147)
X =
0.75
Per ASCE 7 -02 table 9.5.5.3.2 (page 147)
Approximate period for concrete or steel moment frames less than 13 stories with min 10' story height:
Ta =
0.10
=0.1 N ASCE 7 -02 equation 9.5.5.3.2 -1 a (page 147)
N =
l
number of stories AB = 29160 sf
Approximate period for masonry or concrete shear wall structures.
Ta =
#DIV /01
= 0.0019 hn / sgrt(Cw)
Cw =
0.00
per ASCE 7 -02 equation 9.5.5.3.2 -3 (page 148)
Parameters used for design
T =
0.22
= applicable period from the above three methods
Sa =
1.00
Applicable value based on period.
Permitted Analytical, Procedures per ASCE 7 -02 Table 9.5.2.5.1, page 140
Seismic Design Categories: Seismic Use Group = I
Table 9.4.2.1 a D (page 13 1) SDS = 1.00
Table 9.4.2.1b D (page 132) SDI = 0.52
3.5 Ts= 1.81 = SDI /
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North d 12 18.9 3.2 8.4 0.051
North e 6
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.48 105 120 120 15 139.1
rmax = 0.075
P = 1.00
Veq NS = 139.1 kips
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ASCE 7-02 section 9.5.5 Equivalent Lateral
Analysis Procedure
Project:
Lindall Homes
Warehouse
Location:
Seattle, WA
OAC #:
2005092
Equivalent Lateral Force Analysis
ASCE 7-02 9.5.5
Limitations: Seismic
design categories D, E, and F not meeting
criteia in
table 9.5.2.5.1
V
CS W
CS = SDS / ( R I)
Cs max=
SDI /(T(R/I)
R =
4
ASCE 7-02
table 9.5.2.2 (pg 133)
SDI = 0.52
I =
1.00
ASCE 7-02
table 9.1.4
(pace 97)
T = 0.22
CS =
0.25
Cs max = 0.58
V =
0.25
* W
CS min =
.044 SDS I
for SDCs A-D = 0.04
V service =
0.18
* W
.5SI/R/I
for SDCsE&F= 0.06
SDC= D
SDS = 1.00
Buiding Weight
-
Roof wei ht =
10
psf
Si = 0.52
Wall weight =
81
psf
Cs min = 0.04
Wall Height =
25
feet
zone
wall trib,
roof trib wt, lbs
v, klf
L, ft
V, k
south
25
96
2991
0.54
105
56.3
ctr - west
12.5
48.5
1501
0.27
120
32.3
ctr - east
12.5
96.5
1981
0.35
120
42.6
north
25
96
2991
0.54
15
8.0
139.1
Reliability Redundancy
Trib,
ft
Wall
L, ft
south
ctr-west
ctr-east
north
v, kips
r
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6
9.3
3.2
6.1
0.073
South b
36
55.6
18.9
36.5
0.073
South c
12
18.5
6.3
12.2
0.073
South d
6
9.3
3.2
6.1
0.073
60
S105 a
6
3.1
15
1.6
6.2
0.075
S105 b
12
6.2
30
3.2
12.5
0.075
S105 c
6
3.1
15
1.6
6.2
0.075
24
N15 a
6
15
1.6
0.5
4.9
0.058
N15 b
12
30
3.2
1.1
9.8
0.058
N15 c
6
15
1.6
0.5
4.9
0.058
24
North a
6
9.5
1.6
4.2
0.051
North b
12
18.9
3.2
8.4
0.051
North c
12
18
'A 2
SZ Id
0 051
North d 12 18.9 3.2 8.4 0.051
North e 6
9.5 1.6 4.2 0.051
.48 105 120 120 15 139.1
rmax = 0.075
P = 1.00
Veq NS = 139.1 kips
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Shear Wall at Front of Building
Project: Lindall Homes Warehouse
Location: Seattle, WA
OAC #: 2005092
North Wall Segments
Shear Wall at Front of Building
Project: Lindall Homes Warehouse
Location: Seattle, WA
OAC #: 2005092
North Wall Segments
Segment V, k L, ft
v, klf v, psi
Pot, k
Presist, k
Pnet, k
North a 4.2 6
0.70 9
16.9
20.1
-1.2
North b 8.4 12
0.70 9
16.9
26.9
-7.3
North c 8.4 12
0.70 9
16.9
26.9
-7.3
North d 8.4 12
0.70 9
16.9
26.9
-7.3
North e 4.2 6
0.70 9
16.9
20.1
-1.2
33.8 kips
Out of plane force on walls - 2003 IBC 1620.2.7 (page 340)
Fp = 10% of wall weight minimum
Fp = 0.40 IE SDS ww
IE = 1.00
occupancy factor per table 1604.5,
page 272)
SDS = 1.00
ww = 81
psf, (the wall weight)
Fp = 33
psf
Bending Moment and Reactions at top
and bottom of wall
Wall Ht = 24
feet
Trib width = 7
feet
Unif load = 0.228
klf
Mu = 16.4
ft -k
Vu = 2.74
kips Vservice =
1.96
kips
Mu = 197
in -k Mservice =
141
in -k
1
Design of Steel Strongbacks
1
TS section
I Fb = 27.6
ksi
Smin = 5.10
in ^3 (Mserv/Fb)
TS6x3x1 /4
Connectors:
Simpson AT Epoxy Simpson AT Epoxy
5/8" diameter anchors 5/8" diameter anchors
2 1/2" embedment 2 1/2" embedment
Allowable Tension = 2.125 kips Allowable Shear= 3.205 kips
Red for Embed < 8 *diameter = 1.06 Depth Reduction = 1.60 kips
Minimum anchors at wall top = 2.6 Min Anch @ Bot = 1.7
Maximum anchor spacing = 4.7 feet
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PERMIT CO
CARD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -127 DATE: 04 -20 -05
PROJECT NAME: PACIFIC GRIP
SITE ADDRESS: 10401 MARTIN LUTHER KING WY S
X Original Plan Submittal
Response to Incomplete Letter #
Response to Correction Letter # Revision #_after /before permit is issued
DEPARTMENTS:
} Quil in Di ision 1i Fire Prevention Q Pinning Division [�
i Public Works `t • Structural ❑ Permit Coordinator
*K
i
t
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -21 -05
Complete Incomplete ❑ Not Applicable ❑
t
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS TING:
Please Route , L + J f Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS
Approved ❑ Approved with Conditions
pp pp
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
PERMIT COOR>D C opy
Oocumentstrouting slip.doc
2.28.02
DUE DATE: 05 -19 -05
Not Approved (attach comments) ❑
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# Jan 06 05 11:14a PRECISION BUILDERS, INC.
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F6:S•051.OM (8N7)
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DEPARTMENT OF LABOR AND INDUSTRIES
R2GISTERED AS PROVIDED BY LAW AS
CCNST CCNT GENERAL
CCO i .. REGIST . ## ' EXP . ' DATE
;EFFECTIVE bATEl51C2..02/22/1985
Pr'tcIBION BUILDERS . INC.
PC•BOX 58609
DES MOINES WA 98198 -060.9
Dciach And Display CCRirCafz —
REGISTER?,D AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGIS". # EXP. DATE
CCO1' � PRECIBI151C2 • 0 ./19/2006
EFFECTIVE DATA' •02/22/1985
PREC?SION BUILDERS.INC
PO BOX 98609: • ,
DES MOIrTES WA 98198- 0609`
Signature
�_Issucd by DEPARTMENT OF LABOR AND INDUSTRIES
Please Remove
And Sign
Identification
Card Before
Placing In
Billfold' _
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V ICNITY M
R
BUILDING MD SITE
I. BUILDING CODE: IBC 2003 W/WA STATE AMENDMENTS
2. ZONING: LI
3. TYPE OF CONST.: V -B SPRINKLER
4. OCCUPANCY GROUP: B. S
5. AREA OF REMODEL: 250 SF
6. AREA OF TES: 16,735 SF
7. AREA OF BUILDING: 29,188 SF
LEGAL (TRANSNATION TITLE NO. 869712)
EAM
THAT PORTION OF THE NORTHWEEST 1/4 OF THE SOUTHEAST 1/4 AND THE
NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 3. TOWNSHIP 23 NORTH,
RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID
NORTHWEST 1/4 WITH THE WEST MARGIN OF DPW WAY SOUTH (SAID
WEST MARGIN BEING 60 FEET FROM THE MONUMENT LINE THEREOF);
THENCE NORTH 86' 58' 28' WEST ALONG THE NORTH LINE OF SAID
NORTHWEST 1/4 AND NORTHEAST 1/4 650.94 FEET;
THENCE SOUTH 03' 01' 32' WEST 249.89 FEET TO THE NORTH MARGIN OF
THE BOEING ACCESS ROAD NTERCWMIGE;
THENCE NORTH 63' 46' 45' EAST ALONG SAID NORTH MARGIN 52.03 FEET TO
A POINT OF CURVATURE OF A 325 FOOT RADIUS CURVE TO THE RIGHT;
THENCE ALONG SAID MARGIN AND CURVE 635.7 FEET TO A POINT OF
TANGENCY ON THE EAST MARGIN OF SAID BOEING ACCESS ROAD;
THENCE SOUTH Of 06' 30' EAST ALONG SAID MARGIN 134.84 FEET;
THENCE NORTH V 53' 30' EAST ALONG SAID MARGIN 64.41 FEET;
THENCE NORTH 34! 02' 42' EAST 133.42 FEET TO SAID WEST MARGIN OF
EMPIRE WAY SOUTH
THENCE NORTH W 02' 44' EAST ALONG SAID VIES? MARGIN 480.68 FEET TO
THE PONT OF BEGINNING;
SITUATE N THE CITY OF TUK R A, COUNTY OF KING, STATE OF
WASHINGTON.
ems, MU REPORT ITEM T)
EASEMENT RIGHTS FOR AN UNDERGROUND SEWER LIE AS CONTAINED
IN EASEMENT AGRfEINEr1T RECORDED UNDER RECORDING NO. 71070906W.
SAID EASEMENT BEING DESCRIBED AS FOLLOWS
-
THE WEST 6 FEET OF THE SOUTH 360 FEET OF THAT PORTION OF THE
'CT1Y" LAND DESCRIBED AS FOLLOMIS:
THAT PORTION OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
3, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., LYING WESTERLY OF EMPIRE
WAY, AS ESTABLISHED BY COI )Dft7ION OFMIAINCE NO. 53314;
EXCEPT THE NORTH 60 FEET THEREOF,
STTUATE N THE CITY OF TUtRI k COUNTY OF 00. STATE OF
WASHINGTON.
g8m (TREE REPORT REM '10' )
EASEMENT RPM FOR AN UNDERGROUND SEWER LIE AS CONTAINED
IN SEWER LINE E SEIENT RECORDED UNDER RECORDING NO. 7110190463,
SAID EASO MT BEING DESCRIBED AS FOLLOWS:
A STRIP OF LAUD 6 FEET N WIDTH AS MEASURED AT RIGHT ANGLES FROM
NO LOCATED MEDNTEI.Y SOUTH OF THE NORTHERLY LIB OF THE
FOLLOWING DESCRIBED PROPERTY N THE NORTHIIIIEST 1/4 OF SECTION 3,
TOMOV 23 NORTH, RANGE 4 EAST R.Y., N KING COUNTY,
WHICH NIORTHEALY LNE IS OESC IBE AS FMIORS--
BEGIWRIG AT THE C MTER OF SAD SECTION 3;
THENCE NORTH 00' 23' 13' EAST ALONG THE NORTH -SOUTH CENTER LINE
OF SAID SECTION 360 FEET TO THE PONT' OF KOWS G OF THE NORTH
LIE TO BE DESCRIBED, BEING THE NORK0 CORNER OF GRANTOR'S
SAD REAL PROPERTY;
THENCE NORTH W 36' 4r WEST AT RIGHT ANGLES 175 FEET TO THE EAST
MARGIN OF 40TH Aga SOUTH HAS WIND N CITY OF SEATTLE A. 0.
95900, BEING THE NORTHWEST CORNER OF GRANTORS SAID REAL
PROPERTY NO THE VESTt.ALY DO OF THE NORTH LIE TO BE
o == _ - I
SITUATE N THE CITY OF AMA COl1NITY OF NAIL. SUITE OF
(MM FOR SOUND T VOISNT T1MQ1(i ADM MX).
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V ICNITY M
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BUILDING MD SITE
I. BUILDING CODE: IBC 2003 W/WA STATE AMENDMENTS
2. ZONING: LI
3. TYPE OF CONST.: V -B SPRINKLER
4. OCCUPANCY GROUP: B. S
5. AREA OF REMODEL: 250 SF
6. AREA OF TES: 16,735 SF
7. AREA OF BUILDING: 29,188 SF
LEGAL (TRANSNATION TITLE NO. 869712)
EAM
THAT PORTION OF THE NORTHWEEST 1/4 OF THE SOUTHEAST 1/4 AND THE
NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 3. TOWNSHIP 23 NORTH,
RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID
NORTHWEST 1/4 WITH THE WEST MARGIN OF DPW WAY SOUTH (SAID
WEST MARGIN BEING 60 FEET FROM THE MONUMENT LINE THEREOF);
THENCE NORTH 86' 58' 28' WEST ALONG THE NORTH LINE OF SAID
NORTHWEST 1/4 AND NORTHEAST 1/4 650.94 FEET;
THENCE SOUTH 03' 01' 32' WEST 249.89 FEET TO THE NORTH MARGIN OF
THE BOEING ACCESS ROAD NTERCWMIGE;
THENCE NORTH 63' 46' 45' EAST ALONG SAID NORTH MARGIN 52.03 FEET TO
A POINT OF CURVATURE OF A 325 FOOT RADIUS CURVE TO THE RIGHT;
THENCE ALONG SAID MARGIN AND CURVE 635.7 FEET TO A POINT OF
TANGENCY ON THE EAST MARGIN OF SAID BOEING ACCESS ROAD;
THENCE SOUTH Of 06' 30' EAST ALONG SAID MARGIN 134.84 FEET;
THENCE NORTH V 53' 30' EAST ALONG SAID MARGIN 64.41 FEET;
THENCE NORTH 34! 02' 42' EAST 133.42 FEET TO SAID WEST MARGIN OF
EMPIRE WAY SOUTH
THENCE NORTH W 02' 44' EAST ALONG SAID VIES? MARGIN 480.68 FEET TO
THE PONT OF BEGINNING;
SITUATE N THE CITY OF TUK R A, COUNTY OF KING, STATE OF
WASHINGTON.
ems, MU REPORT ITEM T)
EASEMENT RIGHTS FOR AN UNDERGROUND SEWER LIE AS CONTAINED
IN EASEMENT AGRfEINEr1T RECORDED UNDER RECORDING NO. 71070906W.
SAID EASEMENT BEING DESCRIBED AS FOLLOWS
-
THE WEST 6 FEET OF THE SOUTH 360 FEET OF THAT PORTION OF THE
'CT1Y" LAND DESCRIBED AS FOLLOMIS:
THAT PORTION OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
3, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., LYING WESTERLY OF EMPIRE
WAY, AS ESTABLISHED BY COI )Dft7ION OFMIAINCE NO. 53314;
EXCEPT THE NORTH 60 FEET THEREOF,
STTUATE N THE CITY OF TUtRI k COUNTY OF 00. STATE OF
WASHINGTON.
g8m (TREE REPORT REM '10' )
EASEMENT RPM FOR AN UNDERGROUND SEWER LIE AS CONTAINED
IN SEWER LINE E SEIENT RECORDED UNDER RECORDING NO. 7110190463,
SAID EASO MT BEING DESCRIBED AS FOLLOWS:
A STRIP OF LAUD 6 FEET N WIDTH AS MEASURED AT RIGHT ANGLES FROM
NO LOCATED MEDNTEI.Y SOUTH OF THE NORTHERLY LIB OF THE
FOLLOWING DESCRIBED PROPERTY N THE NORTHIIIIEST 1/4 OF SECTION 3,
TOMOV 23 NORTH, RANGE 4 EAST R.Y., N KING COUNTY,
WHICH NIORTHEALY LNE IS OESC IBE AS FMIORS--
BEGIWRIG AT THE C MTER OF SAD SECTION 3;
THENCE NORTH 00' 23' 13' EAST ALONG THE NORTH -SOUTH CENTER LINE
OF SAID SECTION 360 FEET TO THE PONT' OF KOWS G OF THE NORTH
LIE TO BE DESCRIBED, BEING THE NORK0 CORNER OF GRANTOR'S
SAD REAL PROPERTY;
THENCE NORTH W 36' 4r WEST AT RIGHT ANGLES 175 FEET TO THE EAST
MARGIN OF 40TH Aga SOUTH HAS WIND N CITY OF SEATTLE A. 0.
95900, BEING THE NORTHWEST CORNER OF GRANTORS SAID REAL
PROPERTY NO THE VESTt.ALY DO OF THE NORTH LIE TO BE
o == _ - I
SITUATE N THE CITY OF AMA COl1NITY OF NAIL. SUITE OF
(MM FOR SOUND T VOISNT T1MQ1(i ADM MX).
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A PROPOSED TENANT IMPROVEMENT FOR: NEW OVERHEAD DOORS -NORTH SIDE
y PACIFIC GRIP &LIGHTINGIrO!
� LINDAL INDUSTRIAL PARK
� TUKWILA,
A
WASHINGTON
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PHONE 208 433 -897 � DATE �R
FAX �208 248
40 1 -
04/13/105 Slk'111T FOR PER111T
12720 U"AY MX SUITE III
SEATTLE. WASHINGTON
9 a 1 6 a
PROTECT
ow
DRAWN By
NEIL / PAUJ
DATE
®3l31/2dwo
CHECKED BY
DAVID
DATE 03r314dws
TS POST
cc
C
V
3"
%00 THREADED ROD.
DRILL & EPDXY 21¢" INTO 44 x 3 x y4 x 9 II
EXWNG CONC. WALL I i E.S. OF TS <
USE SIMPSON AT EPDXY, f I
(4 TOTAL)
24' -W
R
0
G
(2) % THREADED ROD.
DRILL & EPDXY Am
INTO EXISnNG SLAB.
USE SIMPSON AT EPDXY.
NEW
OPENING
LINDAL INDUSTRIAL PARK
TUKWILA, WA
e TOP OF TS POST CONN
e TS BASE PLATE
GENERAL STRUCTURAL NOTES
24'-0"
(The following apply unless shown otherwise on the plans.)
EXISTING
CW PANEL
NEW
OPENING
INTERMEDIATE. TS POST CONN
44x3xy4x4"
04' -0" O.C.
(ALT SIDE OF TS POST)
%"0 THREADED ROD.
DRILL & EPDXY A
INTO E (ISnNG WALL.
USE SIMPSON AT EPDXY.
SCALE: 3` - -l'—o"
24'-0"
24' - 6 1 1 "
1 A
TYP
oasrINc
NEV OPEiOCS
0 2 Loc.
TS 6 x 3 x X
O 4 Loc
B
B ON
TV
9"
NEW
OPENING
INTERMEDIATE. TS POST CONN
44x3xy4x4"
04' -0" O.C.
(ALT SIDE OF TS POST)
%"0 THREADED ROD.
DRILL & EPDXY A
INTO E (ISnNG WALL.
USE SIMPSON AT EPDXY.
SCALE: 3` - -l'—o"
24'-0"
24' - 6 1 1 "
1 A
TYP
oasrINc
5 NORTH ELEVATION
SCML- I
A. General
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION shall conform to the drawings,
specifications, the International Building Code (2003 edition), and Seattle Building Code modifications to the
Uniform Building Code.
2. STRUCTURAL DRAWINGS shall be used in conjunction with architectural drawings for bidding and
construction. Contractor shall verify dimensions and conditions for c�omprad'bility and shall notify Archited of any
discrepancies prior to construction. Seethe Architectural drawings for exact locations and dimensions of door and
window openings.
3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS
prior to c oinmencing any work. All dimensions of existing constnution shown on the drawings are intended as
guidelines only and mast be verified.
l' L1
4. CONTRACTOR SHALT. PROVIDE TEMPORARY BRACING for the structure and strudLUSI conponeiits until � 1
all fin8l connections have been completed in accordance with the plans.
7 .
12. SPECIAL INSPECTION: Shall be perifim"nod by a certified testing agency, designated by the Aicluted and
approved by the Owner. Inspection of anchor bobs in concrete shall be pufamed per cater 17 of the IBC as
directed by the City of Seattle DPD.
B. DESIGN CRITERIA -
1. DESIGN LOADS
Roof live bad .............. 25 psf
Roof dead load .............. 10 psf
W ind: 85 mph, exp asm c "B"
E.artfi a - - 2 c: Site Clsssifkatkm = D, I = 1.0, Ss = 13, S 1 = 32
2. LATERAL RESISTANCE SYSTEM: E a cii"ced ti" concrtte shear wails,
.F. S I LkIRJRAL STEEL
1. S I UCTURAL STEEL DESIGN. FABRICATION, AND ERECTION - 1r - 11 be based on the !JSC k=
for the DoiV4 F ' aed Enctioa of Sly actmal Stoll for a west e&daa, plus A i eft mcad wiles.
2. S I UCTURAL STEEL.' s pisses sd Toiled Ampok onfon. to AS TM A36. fy = 36 bL
asking dudl cooivrr - b AS7 M A500, Grade B, fy = 46 ksL
3. 7'HitEADED ROD *0 cow i - to AS'7M A307.
4. ALL. AYE LD04G dM be is wii AISC and AMY'S si alai be b! �IVABD
cadged weidus osw E7a7C7C
O L Y M P I C
ASSOCIATES
COMPANY
PACIFIC GRIP
& LIGHTING
STRUCTURAL
DETAILS
a a� aerea
ow war me
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•" -- �.c --der . .......�.._. �-.r,. _ -� __ _ .. _ _ _ -- - - _
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NEV OPEiOCS
0 2 Loc.
TS 6 x 3 x X
O 4 Loc
B
B ON
TV
TV
"
DASTIM
+
OPEN NG
5 NORTH ELEVATION
SCML- I
A. General
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION shall conform to the drawings,
specifications, the International Building Code (2003 edition), and Seattle Building Code modifications to the
Uniform Building Code.
2. STRUCTURAL DRAWINGS shall be used in conjunction with architectural drawings for bidding and
construction. Contractor shall verify dimensions and conditions for c�omprad'bility and shall notify Archited of any
discrepancies prior to construction. Seethe Architectural drawings for exact locations and dimensions of door and
window openings.
3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS
prior to c oinmencing any work. All dimensions of existing constnution shown on the drawings are intended as
guidelines only and mast be verified.
l' L1
4. CONTRACTOR SHALT. PROVIDE TEMPORARY BRACING for the structure and strudLUSI conponeiits until � 1
all fin8l connections have been completed in accordance with the plans.
7 .
12. SPECIAL INSPECTION: Shall be perifim"nod by a certified testing agency, designated by the Aicluted and
approved by the Owner. Inspection of anchor bobs in concrete shall be pufamed per cater 17 of the IBC as
directed by the City of Seattle DPD.
B. DESIGN CRITERIA -
1. DESIGN LOADS
Roof live bad .............. 25 psf
Roof dead load .............. 10 psf
W ind: 85 mph, exp asm c "B"
E.artfi a - - 2 c: Site Clsssifkatkm = D, I = 1.0, Ss = 13, S 1 = 32
2. LATERAL RESISTANCE SYSTEM: E a cii"ced ti" concrtte shear wails,
.F. S I LkIRJRAL STEEL
1. S I UCTURAL STEEL DESIGN. FABRICATION, AND ERECTION - 1r - 11 be based on the !JSC k=
for the DoiV4 F ' aed Enctioa of Sly actmal Stoll for a west e&daa, plus A i eft mcad wiles.
2. S I UCTURAL STEEL.' s pisses sd Toiled Ampok onfon. to AS TM A36. fy = 36 bL
asking dudl cooivrr - b AS7 M A500, Grade B, fy = 46 ksL
3. 7'HitEADED ROD *0 cow i - to AS'7M A307.
4. ALL. AYE LD04G dM be is wii AISC and AMY'S si alai be b! �IVABD
cadged weidus osw E7a7C7C
O L Y M P I C
ASSOCIATES
COMPANY
PACIFIC GRIP
& LIGHTING
STRUCTURAL
DETAILS
a a� aerea
ow war me
'C 0 � P Y R I G N T•
�
s �[ wnnw t ��rrt �ws err � r� rr w E
rr�iii■t � � �r �wr w Mawr s st �r�
SNOW
W WN 3W A
Q
w S1
Im wtr sass
�
f ;
•" -- �.c --der . .......�.._. �-.r,. _ -� __ _ .. _ _ _ -- - - _
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