HomeMy WebLinkAboutPermit D05-381 - SLEEP COUNTRY USA - FACADE IMPROVEMENTSSLEEP COUNTRY USA
17780 SOUTHCENTER PY
D05 -381
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Parcel No.:
Address:
Suite No:
Tenant:
Name: SLEEP COUNTRY USA
Address: 17780 SOUTHCENTER PY, TUKWILA WA
Owner:
$75,000.00
Name:
MBK NORTHWEST
Address:
7690 SW MOHAWK ST, TUSALATIN OR
Contact Person:
Name:
CARA SINCLAIR
Address:
4111 S MERIDIAN, STE 200, PUYALLUP WA
Contractor:
Name: SUNSET BUILDERS INC
Address: 1234 VALENTINE AV, PACIFIC, WA
Contractor License No: SUNSEBI14OL5
Phone:
Phone: 253 841 -3800
Phone: 243 863 -3868
Expiration Date: 01/13/2007
DESCRIPTION OF WORK:
EXTERIOR FACADE IMPROVMENTS TO PORTION OF EXISTING RETAIL BUILDING. RAISING TWO SECTIONS TO MATCH
EXISTING.
Value of Construction:
Type of Fire Protection:
Type of Construction:
$75,000.00
Fees Collected: $1,679.22
International Building Code Edition: 2003
Occupancy per IBC: 0019
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
doc: IBC - Permit D05 -381 Printed: 01 -11 -2006
City Tukwila
Steven Al. Mullet, Mayor
Departinent of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tuk vila.wa.us
DEVELOPMENT PERMIT
3523049005
17780 SOUTHCENTER PY TUKW
Permit Number:
Issue Date:
Permit Expires On:
Steve Lancaster, Director
DOS -381
01/11/2006
07/10/2006
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Cit y G. Tukwila
Tukwila
Steven M. Mullet, Mayor
Department of Cap immity Developmetit
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: ci.tukwila.wa.us
* *continued on next page **
Steve Lancaster, Director
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doc: IBC- Permit D05 -381 Printed: 01 -11 -2006
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1908
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City �
y Tukwila
Department of Coirimuriity Developmew
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tuinvila.wa.its
Permit Number:
Issue Date:
Permit Expires On:
Steven M. Mullet, Mayor
Steve Lancaster, Director
D05 -381
01/11/2006
07/10/2006
Permit Center Authorized Signature: AA.aJlw Date: 1.�P
I hereby certify that I have read and ex m1 Qe this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
The granting of this does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating con coon or he rmance of w rk. a thorized to sign and obtain this development permit.
Signature: Date:
Print Name:
/ go-t'-IL -
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.
doc: IBC - Permit D05 -381 Printed: 01 -11 -2006
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
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Parcel No.: 3523049005 Permit Number D05-381
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Address: 17780 SOUTHCENTER PY TUKW Status: ISSUED
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Suite No: Applied Date: 10/27/2005
Tenant: SLEEP COUNTRY USA Issue Date: 01/11/2006
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1: ** *BUILDING DEPARTMENT CONDITIONS * **
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2: No changes shall be made to the ap p lans unless ap b the des p rofessional in responsible char
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Building Official.
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 and verifications for concrete construction shall be required.
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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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
requirements for special inspection.
9: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
of Labor and Industries (206/248- 6630).
10: 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.
11: ** *FIRE DEPARTMENT CONDITIONS * **
12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
13: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
(IFC 1008.1.8.3 subsection 2.2)
14: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
doc: Conditions D05 -381 Printed: 01 -11 -2006
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
is engaged from inside the tenant space. (IFC Chapter 10)
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15: 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)
16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
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flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3,3)
17: 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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systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
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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18: 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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19: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
20: 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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21: 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.
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22: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
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(206)575 -4407.
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* *continued on next page **
doc: Conditions D05 -381 Printed: 01 -11 -2006
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Clt of Tukwila
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j Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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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.
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Signature: Date:
Print Name:
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doc: Conditions D05 -381 Printed: 01 -11 -2006
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CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
W
TUKWILA �
Building Permit No.
Mechanical Permit No.
Public Works Permit No.
Project No.
For qJf1ce use only
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
�SITE��LOCATION
King Co Assessor's Tax No 352 30 9005
Site Address: 1 '4q s 0 Lt-r aA CC I SVE R -P K W Y Suite Number: Floor:
Tenant Name: st-EfP C'octNT/zK u SA ( T_6&)Ak C) New Tenant: v�.Yes No
Property Owners Name: k I R T U K W I L A LP L L C k 1 (\A K O
Mailing Address: u✓►k� our")
City state Zip
;;:CONTACT PERSON
Name: CA K A S ► I io I R /HJ AP-C 1 TEe'f S Day Telephone: 2 8 L /1- 3 1 900
Mailing Address: I f S. ME* I D I A N I SEE 2-00 -NUVA U P W A 7 8 3 �5
City state zip
E -Mail Address: C a ►^a S c k 5 a. TC h S. C 0 A-1 Fax Number: 2 S 3 g(p `4 • O C
GENERAUCONTRACTOR INFORMATION - (Mechanical Contractor information on back page)
Company Name: ,SUNS -CT 9L8 LDE IQS , INC.
Mailing Address: 0713 C ST. S. E. A u BU R N WA 9 S 002
City state Zip
Contact Person: EgA N K kN OTT Day Telephone: 9 0&. 510, 3&
E -Mail Address - Prc3nk(,sunse +buildersi✓tc Fax Number: 0253.8Cv3.3925
Contractor Registration Number: G,hl (� L.J:5 Expiration Date: U 11 o _ 7 7 1
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance"
ARCHITECT OF RECORD — All.plans must be wet stamped by Architect of Record
Company Name: HS A RC H I - re c- T 5 I L C,
Mailing Address: 4 111 S. M£kIpIAN STe 2co PtiYALLUP WA Ct03q3
City state Zip
Contact Person: .DAV HEAD Day Telephone: - 25:3. (i N I. 3 Q,Oo
E -Mail Address Aa v i 119 h3a ( S . co Fax Number: -253. 8 6 4 . O(o -:� 9
; :ENGINEER OF RECORD — All plans must be wet.stampW by Engineer of Record
Company Name: ( 0t11_`( ExTEt2►op, FACADE REMob6Q -M MO DI4:'ICA-
TIo(i,
Mailing Address:
City state Zip
Contact Person: Day Telephone:
E -Mail Address: _ Fax Number:_
q: \\permits plus\icc changes\pertnit application (7.2004)
Revised: 6.8.05 Page I
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BUILDINGPERMIT•INFORiv ATION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ q5 oao APPr_ox . Existing Building Valuation: $
Scope of Work (please provide detailed information): E'X T-6 R 1 0 R 9A c A D C i M P t2 o V E r" 6 r T S - rc>
PORTION Of' �5Xi.STING R45 f,UILDttUG. RAISING - nuo Sfc - r1 o1VS TU
M A - rc41 EX I5TtN6.
Will there be new rack storage? ❑..Yes I�...No If "yes ", see Handout No. for requirements.
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: GROSS so Fl
Lot Area (sq ft): 2 �`� � 083 Floor area of principal dwelling: 6 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: 2 `� s rAl I s Compact: Handicap: fflzl< I N& Nc.NA0C-' D'
Will there be a change in use? ❑ ....Yes Q _NNo If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
. Sprinklers S Fire Alarm ❑.. None []..Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ED_ Yes V`. No
If "yes ", attach list of materials and storage locations on a separate 8 -1 x 11 paper indicating quantities and Material Safety Data Sheets.
gMpennits plusVice changes\pennit application (7.2004)
Revised: 6.8 -05 Page 2
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Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
1 ' Floor
pov
2 nd 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: GROSS so Fl
Lot Area (sq ft): 2 �`� � 083 Floor area of principal dwelling: 6 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: 2 `� s rAl I s Compact: Handicap: fflzl< I N& Nc.NA0C-' D'
Will there be a change in use? ❑ ....Yes Q _NNo If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
. Sprinklers S Fire Alarm ❑.. None []..Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ED_ Yes V`. No
If "yes ", attach list of materials and storage locations on a separate 8 -1 x 11 paper indicating quantities and Material Safety Data Sheets.
gMpennits plusVice changes\pennit application (7.2004)
Revised: 6.8 -05 Page 2
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PUBLIC WORKS, PERMIT.INFORMATION- 206 -433 -0179
Scope of Work (please provide detailed information): 'EX T 6 Q 1 P- -FA C AQE I Nl PP 0VC: PIE NT S To
?oK of .Ex iSTt N & Re 1 L 13UILD1►J G , RAts I NCB TAO SE T I ONS - To
___MA xISTi(Q , (MINUP F NO CHANGES - f44AT WILL.-
/A Ff,(5 CT PuaL-1c, wolzKS *)
Call before you Dig: 1- 800 - 424 -5555
Please refer to Public Works Bulletin #1 for fees and estimate sheet. 1 ( N AA
Water District
❑ ...Tukwila ❑ ... Water District #125 2 ❑ .. Renton
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila El ... Va1Vue ❑ .. Renton ❑ .. Seattle
❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided
❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34
❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis
❑ ...Bond ❑ ..Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless
Proposed Activities (mark boxes that a
El ...Right -of- -way Use - Nonprofit for less than 72 hours
❑ ...Right -of -way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right -of -way
Non Right -of -way _
❑ ...Total Cut cubic yards
❑ ...Total Fill cubic yards
❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank
❑ ...Cap or Remove Utilities El.. Curb Cut
❑ ...Frontage Improvements ❑ .. Pavement Cut
❑ ...Traffic Control ❑ .. Looped Fire Line
❑ ...Backflow Prevention - Fire Protection "
Irrigation "
Domestic Water "
❑ .. Right -of -way Use - Profit for less than 72 hours
❑ .. Right -of -way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ ...Permanent Water Meter Size... WO# _
❑ ...Temporary Water Meter Size.. WO# _
❑ ...Water Only Meter Size............ WO# _
❑ ...Sewer Main Extension ............Public Private
❑ ...Water Main Extension .............Public Private
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size........ "
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
City state Zip
Water Meter Refund/Billing:
Name: Day Telephone:
Mailing Address:
City state zip
q:\ \permits plusVcc changes\pennit application (7 -2004)
Revised: 6.8.05 Page 3
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`1ViE!1 PERMIT INFORMATION = 206- 431 -3670
MECHANICAL CONTRACTOR INFORMATION (N IA1
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):
Use: Residential: New .... ❑
Commercial: New .... ❑
Fuel Type Electric ..... ❑ Gas....❑
Replacement .... ❑
Replacement .... ❑
Other:
Indicate type of mechanical work being installed and the quantity below:
Unit Type:
Oty
Unit Type:
Oty
I Unit Type:
Qty
Boiler/Compressor:
Qty
Furnace <100K BTU
Air Handling Unit >I 0,000
Fire Damper
0 -3 HP/ 100,000 BTU
CFM
Furnace>IOOK BTU
Evaporator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
Thermostat
15 -30 HP /1,000,000 BTU
to Single Duct
Suspended/Wall/Floor
Ventilation System
Wood/Gas Stove
30 -50 HP /1,750,000 BTU
Mounted Heater
Appliance Vent
Hood and Duct
Water Heater
50+ HP /1,750,000 BTU
Repair or Addition to
Incinerator - Domestic
Emergency
Heat/Refrig/Cooling
Generator
S stem
Air Handling Unit
I
Incinerator — Comm/Ind
Other Mechanical
<10,000 CFM
Equipment
PERMIT APPLICATION N. OTES -- Applicable to all. permits in this 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested
in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZE AGENT:
Signature: . M •V�C�I U.� Date: S
Print Name: C kkA s I N C. (- A i K Day Telephone: a S 3• S 41 - 3 8 00
Mailing Address: 4111 S• �IE12tD�r -1N �STC 2c�0 PLAYAL-IL,IP L1Jl� el 9343
City state Zip
Date Application Accepted: Date Application Expires: Staff Initials:
q:\ \permits plusVcc changes\permit application (7.2UU4)
Revised: 6.8.05
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 3523049005 Permit Number: DOS-381
Address: 17780 SOUTHCENTER PY TUKW Status: APPROVED
Suite No: Applied Date: 10/27/2005
Applicant: SLEEP COUNTRY USA Issue Date:
j Receipt No.: R06 -00036 Payment Amount:
Initials: 7EM Payment Date:
User ID: 1165 Balance:
Payee: SUNSET BUILDERS INC.
TRANSACTION LIST:
Type Method Description Amount
i ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Check 16378 1,019.48
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING - NONRES 000/322.100 1,014.98
STATE BUILDING SURCHARGE 000/386.904 4.50
1,019.48
01/11/2006 02:23 PM
$0.00
Total: 1,019.48
' doc: Receipt Printed: 01 -11 -2006
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Cit y of Tukwila
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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Total: 58.00
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doc: Receipt Printed: 06 -06 -2006
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RECEIPT
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Parcel No.: 3523049005
Permit Number:
D05 -381
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Address: 17780 SOUTHCENTER PY TUKW
Status:
ISSUED
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Suite No:
Applied Date:
10/27/2005
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Applicant: SLEEP COUNTRY USA
Issue Date:
01/11/2006
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Receipt No.: R06 -00804
Payment Amount:
58.00
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Initials: LAW
Payment Date:
06/06/2006 12:01 PM
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User ID: 1630
Balance:
$0.00
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Payee: SUNSET BUILDER INC
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TRANSACTION LIST:
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Type Method Description
Amount
----- ----------------------
i Payment Check 16511
------ - - - - --
58.00
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ACCOUNT ITEM LIST:
Description Account Code
Current Pmts
------------------------ - - - - -- ---------- - - - - --
BUILDING INVESTIGATION 000/322.800
------ - - - - --
58.00
Total: 58.00
r L 31 061061 1 'TD - FtI L 1.58-00
doc: Receipt Printed: 06 -06 -2006
loll 1111111 1' '111 ' gil I I III I IN
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�g City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
i
Payee: H3 ARCHITECTS, PLLC
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
!.. Payment Check 2063 659.74
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
f PLAN CHECK - NONRES 000/345.830 659.74
Total: 659.74
8690 10/2 - 7 0716 TOTAL 659 74
doc: Receipt Printed: 10 -27 -2005
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RECEIPT
Parcel No.:
3523049005
Permit Number
D05-381
y Address:
17780 SOUTHCENTER PY TUKW
Status:
PENDING
Suite No:
Applied Date:
10/27/2005
Applicant:
SLEEP COUNTRY USA
Issue Date:
i
Receipt No.:
R05 -01567
Payment Amount:
659.74
Initials:
JEM
Payment Date:
10/27/2005 11:32 AM
User ID:
1165
Balance:
$1,019.48
i
Payee: H3 ARCHITECTS, PLLC
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
!.. Payment Check 2063 659.74
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
f PLAN CHECK - NONRES 000/345.830 659.74
Total: 659.74
8690 10/2 - 7 0716 TOTAL 659 74
doc: Receipt Printed: 10 -27 -2005
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MPECOON NO. PERMl
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3q7�
Project:
Type of Inspection:
Address:
Date Called:
Special Instructions:
Date Wanted
p. m.
Requester:
Phone No:
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IN S PECTION RECORD' RECOR
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INSPECTION NO. PE PE N
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36
Project:
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Type of Inspection
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peelal lnstru&rons:
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Phone No:
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IN SPECTION NO. PER t
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -36 0
Project:
Gf' C
Type of Inspection:
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Address:
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Date Called:
Special Instructions:
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INSPECT N N0. PER ! 0
CITY OF TUKWILA BUILDING DIVISION ,
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206).431 -36 0
Project:
Type of Inspection:
Address:
Date Called:
Sp cial I structions:
C�
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Requester:
Phone No:
El Approved per applicable codes.
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INSP ON NO. P R D
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0
Project:
Type of Inspection:
Address: �
Date Called: Ij
Special Instructions:
Date Wantpd: a.
�0 p.m.
Requester:
Phone No:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
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Date:
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Receipt No.: Date:
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INSPECTION N0.
F20 CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 431 -3670
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Project:
Type of Ins p ction-
Address.
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INSPECTION NO. PE MI
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2�06)431-36TO
Project
LVAI 69V,6,*2�,
Type of Inspection:
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Address:
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Date Calle!d:
Sp e is Instructions:
Date Wanted: a.
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Requester:
Phone No:
Approved per applicable codes. Cor rections required prior to approval.
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INSPECTION NO. PER 0
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670
Project:
Type of Inspection:
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Date Cale :
Special I structions:
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Phone No:
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COMMENTS:
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Receipt No.: Date:
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INSPECTION NO. PE O
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 :367 i
Project:
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Type of Inspection:
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INSPECTION NO. PER
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 006)431 -367
Project:
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INSPECTION NUMBER
CITY OF TUKWILA FIRE DEPART
444 Andover Park East. Tukwila. Wa. 98188
C10 - 3 81
PERMIT NUMBERS
MENT
206 - 575 -4407
Project: ;,� L1,54
Type of Inspection:,,., j
Address: 1 -7-) Fo S ��,���,��., r oe
Suite #: r ,
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C '41 5'
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Needs Shift Inspection:
Sprinklers:
Fire Alarm: A
Hood Duct: N
Monitor: H!:vie' 4
Pre -Fire:
Permits:
Occu ancy Type:
Inspector: Date: Hrs.: f
4 • $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
ai at 444 Andover Park East. Call to schedule reins ection.
Receipt No.: I Date:
Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85
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& ASSOCIA INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TES'T'ING & INSPECTION
August 15, 2006
RECEIVED
Project No. 066 -06102
City of Tukwila
BUILDING DEPARTMENT
6300 Southcenter Boulevard 100
Tukwila, WA 98188
RE: Final Letter Regarding Sleep Country
17780 Southcenter Parkway
Tukwila, WA
To Whom It May Concern:
AUG 2 4 2006
COMMUNITY
DEVELOPMENT
Permit No. D05 -381
In accordance with your request and authorization, we have performed special testing and inspection
services for the above referenced project. The special inspections for this project were:
• Cast In Place Concrete • Reinforcing Steel
• Structural Masonry
To the best of our knowledge, all work or portion of work listed above, that Krazan was scheduled on-
site to verify, has been found to be in general accordance with the approved plans and specifications,
engineering revisions, and Chapter 17 of the 2003 International Building Code.
If you have any questions or if we can be of further assistance, please do not hesitate to contact our office
at (253) 939 -2500.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Samuel H. Hyatt
Project Manager
Auburn Division
SI-11.11rd
CC: SUNSET BUILDERS, INC., A TTN: APRIL MURRAY
With Ten Offices Serving The Western United States
1501 - 15 Street NW Suite 106 • Auburn, WA 98002 • (253) 939 -2500 • Fax: (253) 939 -2556
06102 Final Letter
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700 Structural Engineering Consultants Date: 12/8/2005
7100 A Division ofACPConsultatits Design By: T LC
Structural calculations for Exterior Tenant Improvements.
Pmft Nos
Project & Location:
Structural'
Engineer:
Project Number:
Code:
Lim bbILM&
r
Anderson - Peyton
Structural Engineering Consultants
31620 23rd Avenue South, Suite 321
Federal Way, WA 98003
05.172
2003 EBC
7
CITY OF TUKWILA
DEC 14 2005
PERMIT CENTER
INCOMP4 ETE
LTR# _J_.
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REVIEWED FOR
CODE COMPLIANCE
DEC 2 2 2005
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PROJECT:
Sleep Country USA
SHEET 2 OF it
SEISMIC ANALYSIS:
Site Class:
Site Class: D (IBC Table 1615.1.1)
Site Location:
Longitute: - MZ-U10 Latitude: 4- OF1 .'1
Site Coefficients: (USGS Open -File Report 01 -437)
Ss= 132.9%
F 1.00
S,= 45.7%
F 1.54
SMs= F * Ss =
132.9 % (IBC Eq.16 -38)
SM, = F ' S, =
70.378 % (IBC Eq.16 -39)
Spectral Response Parameters:
SDS= 2/3 SMs =
88.6000 % (IBC Eq.16 -38)
4 SDI = 2/3 ' S =
46.9187 % (IBC Eq.16 -39)
Structure Period:
T. C (h
0.1524 (ASCE Eq. 9.5.5.3.2 -1)
h = .
15 Ft.
C, =
0.02 (ASCE Table 9.5.5.3.2)
X =
0.75 (ASCE Table 9.5.5.3.2)
C =
1.4 (ASCE Table 9.5.5.3.1)
T(MAx) = C ' T =
0.2134 (ASCE Eq. 9.5.5.3.1)
Seismic Use Group:
Seismic Use Group: t I or II or III (IBC 1616.2)
Seismic Design Category:
I = 1.00 (ASCE Table 9.1.4)
Seismic Design Category. D (IBC 1616.3)
Seismic Design Category(S D Table 1616.3(1) Short Period (SDS)
Seismic Design Category(S D Table 1616.3(2) 1 Second Period (SD
Seismic Response Coefficients
CS = SDS/(R /IE) = 0.2531 (ASCE Eg 9.5.5.2.1 -1)
R = 150 (ASCE 7 Table 9.5.2.2)
I = 1.00 (IBC Table 1604.5)
C+s)Maa) =SDI / ((R / IE) ' T.) = 0.8794 (ASCE Eg 9.5.5.2.1 -2)
CS(Min) =0.044 ' S I = 0.0390 (ASCE Eg 9.5.5.2.1 -3)
V = C ' W = 0.2531 W (Ultimate Strength)
V = Cs/1.4 - W = 0.1808 W (Allowable Stress)
DATE: 12!7/2005
NAME: TLC
JOB # 05.172
(253) 941 -9929
31620 23rd Ave. S., Suite 321 ANDERSON - PEYTON (253) 941 -9939 FAX
Federal Way, WA 98003 Structural Engineering Consultants
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MCE Ground Motion - Conterminous 48 States
rp Latitude =47.4440, Longitude =-122.2610
Period MCE Sa
(sec) ( %g)
0.2 132.9 MCE Value of Ss, Site Class B
1.0 045.7 MCE Value of S1, Site Class B
Spectral Parameters for Site Class D
0.2 132.9 Sa = FaSs, Fa = 1.00
1.0 070.3 Sa = FvS1, Fv = 1.54
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PROJECT:
` Sleep Country
SHEET T OF It
WIND ANALYSIS:
Basic Wind Speed, V=
85
mph Section 6.5.4 Exposure Category: B I Section 6.5.6.3
Mean Roof Height, h=
15
feet
Alpha =
7
Parapet Height above roof, p=
5
feet
1200
Building Width, B=
93
feet
Building Length, L=
93
feet
En c l osed B uilding
I .
Natural Period =
0.1524
sec
GCpi =+/ 0.18
(Figure 6 -5)
Natural Frequency =
6.562
Hz
>= 1 Hz Therefore, Rigid Structure per Section 6.2
G =
0.85
gust effect
factor defined in section 6.5.8
.
K =
2.01 (Z/z0)
?/alpha
(ASCE 7 -02 Table 6 -3)
Section 6.5.6.6
K = (1 + K, K K =
1
(ASCE 7 -02 Eq. 6 -3)
Section 6.5.7.2
K =
0.85
(ASCE 7 -02 Table 6-4)
Section 6.5.4.4
1=
1
(ASCE 7 -02 Table 6 -1)
Windward:
P = gGCp - gi(GCpi) (ASCE 7 -02)
(Eq. 6 -17)
Figure 6-6
Table 6.3 Eq. 6 -15
Eq. 6 -17a
Eq. 6 -17b
Eq. 6 -17
C = 0.8
(windward )
h
Sec.6.5.6.6 Sec.6.5.10
Extemal
Internal
Total
Windward +Leeward:
feet
K q (psf)
g
- q
q G Cp - gi(GCpi)
Along B
Along L
15
0.57 9.04
6.14
0.00
6.14
9.98
9.98
15
q= q =q,= 9.04
6.14
0.00
6.14
9.98
9.98
20
q =q 9.81
-
-
- Parapet
28.45
28.45
Leeward:
P = gGCp - gi(GCpi) (ASCE 7 -02)
(Eq. 6 -17)
Figure 6 -6
External Internal
Total
C = -0.5
(Leeward along L)
qh (Psf)
g - q
q G Cp - gi(GCpi)
C = •0.50
(Leeward along B)
9.04
-3.84 0.00
-3.84
Along L
9.04
-3.84 0.00
-3.84
Along B
Parapet:
P = q GC (ASCE 7 -02)
(Eq. 6 -20)
Figure 6 -6
Windward Leeward
C = 1.8
(Windward Parapet)
g
g g
C = -1.1
(Leeward Parapet)
9.81
17.66 -10.79
Walls:
P = q [(GC (ASCE 7 -02)
(Eq. 6 -22)
Figure 6.5
Area (tt')
GC &5) Windward
GC
Leeward
GC Leeward
GC 0.18
(Windward)
10
1.00 10.66
-1.10
-11.57
-1.40 -14.28
GC = -0.18
(Leeward)
33
0.91 9.86
-1.01
-10.76
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50
0.88 9.57
-0.98
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-1.16 -12.08
100
0.83 9.09
-0.92
-9.97
-1.05 -11.12
31620 23rd Ave. S., Suite 321
ANDERSON - PEYTON
Federal Way, WA 98003
Structural Engineering Consultants
DATE: 1217/2005
NAME: TLC
JOB ff:05.172
(253) 941 -9929
(253) 941 -9939 FAX
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PROJECT:
• Sleep Country USA
SHEET (' OF
DATE: 1217/2005
NAME: TLC
JOB #: 05.172
MASONRY LINTEL DESIGN
2003 IBC
F =
238 PLF DL LL
TOTAL
� W 238 0
238 PLF
1,350 psi
20 ft
E =
29000 KSI
900'f'm
CALCULATE MOMENT
1,215 KSI
MSJC: Sect. 1.8.2.2.1
a�
F„ =
NONE IN` /FT
M= W
11900 # -ft
Reinf Taking All Shear
F„ =
110 psi < 150 psi
f M(2 /jk) /(bd
111.5471 psi
d = 20 IN
Always yes in MSJC Level 1
D= 24 IN
f M /(A
12878.29 psi
DESIGN VALUES
0.5880 IN
CALCULATE SHEAR
THICKNESS (EOUty) =
4 IN
INCHES
;�,
Y
n: E /E =
V= W j L/ 2
2380 #
FLEXURAL As=
REDUCE SHEAR by d/2'w? NO
YES / NO
THICKNESS t(IIMiNA� = 40 INCHES
fv = V /(bd)
3.003155 psi
REINFORCING
IN`
FLEXURAL REINFORCING OK
np =
0.02
3 # 4 BARS Top & Bottom
(SHEAR REINFORCING - NOT REQUIRED
0.17132
((np) + 2np) -np
# 4 @ 8 IN O.C.
Required Sp 52.574118
(7 -34) k=
MATERIAL PROPERTIES
F =
24000 psi
f' =
1,350 psi
E =
29000 KSI
900'f'm
E,=
1,215 KSI
MSJC: Sect. 1.8.2.2.1
No Shear Reinforcment
F„ =
37 psi < 50 psi
1.0 F'm ^.5
Reinf Taking All Shear
F„ =
110 psi < 150 psi
SPECIAL INSPECTION?
YES
YES / NO
Always yes in MSJC Level 1
Duration =
1.33
DESIGN VALUES
THICKNESS (EOUty) =
39.63
INCHES
n: E /E =
23.87
psi
FLEXURAL As=
0.5880
IN` .002' MIN.
SHEAR A
0.1960
IN`
np =
0.02
n (As /(bd))
(7 - 33) k=
0.17132
((np) + 2np) -np
(7 -34) k=
0.17132
(1 1(1 +(f /nf
j=
0.94289
1 - k / 3
2 /kj =
12.3811
F (PSI)=
445.50
0.33 fm <= 2000psi
MSJC: Eq. (2.14)
40" X 24" MASONRY LINTEL W/ (3) #4 LONGITUDINAL BARS AND NO SHEAR REINFORCING - OK
31620 23rd Ave S
Federal Way, WA 98003
Anderson Peyton
Structrural Engineering Consultants
(253) 941 -9929
(253) 941.9939 FAX
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SHEET -1 OF �k
DATE: 1217/2005
NAME: TLC
JOB #: 05.172
MASONRY LINTEL DESIGN 2003 IBC
238 PLF DL LL TOTAL
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�. .20 It .�
i CALCULATE MOMENT
4 , NONE IN` /FT M = W,L 8 11900 # -ft
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i 2
;E 0.3920 IN CALCULATE SHEAR
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REINFORCING
FLEXURAL REINFORCING OK
2 # 4 BARS Top & Bottom
SHEAR REINFORCING NOT REQUIRED
# 4 @ 8 IN O.C. Required Sp 94.633412
(MATERIAL PROPERTIES
F =
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f' =
1,350 psi
E =
29000 KSI
900'f'm
E =
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MSJC: Sect. 1.8.2.2.1
No Shear Reinforcment
F„ =
37 psi < 50 psi
1.0 Prn'.5
Reinf Taking All Shear
F„ =
110 psi < 150 psi
SPECIAL INSPECTION?
YES
YES / NO
Always yes in MSJC Level 1
Duration =
1.33
DESIGN VALUES
THICKNESS (EOUiv) =
23.63
INCHES
n: E /E =
23.87
psi
FLEXURAL A
0.3920
IN` .002' MIN.
SHEAR A„=
0,1960
IN`
np =
0.01
n (As /(bd))
(7 - 33) k=
0.13774
((np) + 2np) -np
(7 -34) k=
0.13774
(1 /(1 +(f /nf
j=
0.95409
1 - k / 3
2 /kj =
15.2191
F (PSI)=
445.50
0.33 fm <= 2000psi
MSJC: Eq. (2.14)
24" X 40" MASONRY LINTEL W/ (2) #4 LONGITUDINAL BARS AND NO SHEAR REINFORCING - OK
31620 23rd Ave S
Federal Way, WA 98003
Anderson Peyton
Structrural Engineering Consultants
(253) 941 -9929
(253) 941 -9939 FAX
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PROJECT: SHEET It OF DATE:12/7 /2005
Sleep Country USA NAME: TLC
JOB #:05.172
STUD WALL DESIGN Brace 2001 NDS /20031BC
C
all
P = 111#
" e =0.50 in
0
Y
5.56
ft W =47 PLF
E =5 PLF LATERAL LOADS W
= 35.00
E (PSF) = 3.50
TRIB. (IN) = 16
Hem Fir I Stud Grade jwl
psi
psi
psi
psi
psi
(Repetitive Member)
(Table 4a Bending)
(Table 4a Compression)
Laterally Braced
(Visually Graded Lumber;
(Appendix G)
(Sawn Lumber)
(1) 2" X 4" Q 16" O.C. OK I Bending X -X axis I W Cb = 1 (Bearing Area Factor)
MEMBER SIZE
SECTION PROPERTIES
QUANITY 1
A = 5.25 in
b = 1.5 in
S = 3.06 in
d = 3.5 in
I = 5.36 in
cf Nr3M111111111111
LOAD CASES
DL +LL
DL +LL +SL
DL +LL +SL +W
DL +LL +SL +E
DL +LL +SL +5psf
L (ft) =
5.56
5.56
5.56
5.56
5.56
Vapplied ( #) =
1
1
131
14
19
Mapplied (ft- #) =
2
2
184
20
28
Papplied ( #) =
111
111
111
111
111
CD=
1
1.15
1
1
1
L jd =
Fj (psi)=
FcE (psi)=
C =
F' (psi)=
19.06
840
991
0.744754321
626
19.06
966
991
0.699624347
676
19.06
840
991
0.744754321
626
19.06
840
991
0.744754321
626
19.06
840
991
0.744754321
626
ALLOWABLES
DL+ LL
DL + LL + SL
DL +LL +SL +W
DL +LL +SL+E
DL +LL +SL+5psf
V allow ( #) =
525
604
525
525
525
Mallow (ft - #) =
218
251
218
218
218
Pallow ( #) =
3284
3548
3284
3284
3284
f�/F� ) + f (f./F. =
0.01
0.01
0.86
0.10
0.13
Prlallow ( #) =
2126
2126
2126
2126
2126
Deflection Ratio
240
MIN
NA
OK
0.00
NA
OK
0.00
U428
OK
0.16
U4276
OK
0.02
U2993
OK
0.02
CHECKS
DL +LL
DL +LL +SL
DL +LL +SL +W
DL +LL +SL +E
DL +LL +SL +5psf
SHEAR V
OK
OK
OK
OK
OK
VeppliedNallow
0.2%
0.1%
24.9%
2.6%
3.7%
MOMENT M
OK
OK
OK
OK
OK
Mapplie d/Mailow
1.1%
0.9%
84.5%
9.4%
13.0%
AXIAL P
OK
OK
OK
OK
OK
Papplied/Pallow
3.4%
3.1%
3.4%
3.4%
3.4%
(fdF.'f + fb/(Fb(1- (f
OK
OK
OK
OK
OK
(f./F.') + f (f�/F
1.2%
1.0%
86.4%
9.7%
13.4%
AXIAL P
OK
OK
OK
OK
OK
Pc ^applied/Pci.allow
5.2%
5.2%
5.2%
5.2%
5.2%
DEFLECTION
OK
OK
OK
OK
OK
Dactual/Dallowed
0.0
1 0.0%
56.1%
1 5.6%
8.0%
(3.7.1.4) <50
(Eq 3.7 -1)
(Eq 3.7 -1)
(Eq 3.7 -1)
(Table 4.3.1)
l euow = A - F, - C / 1.5
^allow = S'F CD * CF'CL C
1
ellow=A C �
Eq 3.9.3)
)dell... =A ' Fc ' Cb
J( 1 • E / 15 ' L 'Meppl,ed)
Actual Delta
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31620 23rd Ave S., Suite 321 ANDERSON - PEYTON (253) 941 -9929
Federal Way, WA 98003 Structural Engineering Consultants (253) 941 -9939 FAX
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0' " 2 Cit Steven M. Mullet, v f Tukwila Mayor
Department of Community Development Steve Lancaster, Director
..�
1908
November 2, 2005
I Cara Sinclair
j H3 Architects
4111 S Meridian, Ste 200
Puyallup, WA 98373
RE: Letter of Incomplete Application # 1
Development Permit Application D05 -381
! Sleep Country USA – 17780 Southcenter Py
i
Dear Ms. Sinclair:
This letter is to inform you that your application received at the City of Tukwila Permit Center on October 27, 2005
is determined.to he incomplete. Before your application can continue the plan review process the attached items
from the following department(s) need to be addressed:
j Building Denartment: Allen Johannessen, at 206 431 -7163, if you have any questions concerning
the attached memo.
Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that four (4) completesets of revised plans, specifications-and /or other. .
documentation be resubmitted with the appropriate revision block.
f
In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience: Revisions must be made in person and will not be accepted through the mail _
or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 433 -7165.
Sincerely,
` �V16 (,1,15
Jerti er shall
i Peru Technician
Enclosures
File: Permit D05 -381
PMennifeAlncomplete LetterAD05 -381 Incomplete Ur #1.130C
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6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
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Determination of Completeness Memo
Date: November 1, 2005
Project Name: Sleep Country USA
Permit #: D05 -381
Plan Review: Allen Johannessen, Plans Examiner
A Building Division has deemed the subject permit application incomplete. To assist the
applicant in expediting the Department plan review process, please forward the following
comments.
PLAN SUBMITTALS: (Min. size 11 x1 7 to maximum size of 24x36; all sheets shall be the same
size).
(Drawing and structural calculations sheets shall be original signed wet stamp not copied.)
1 The plans shall require engineering with details for the new raised facades along with details for
reinforcing of the new CMU columns. The CMU columns shall require periodic special inspections or
as specified in the engineering report. (2003 IBC 2101.3 & 1704.5)
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
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1908-;0
�' ;L aRyISION SUBMITTAL
City of Tukwila
Department of Contntunity Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206 - 431 -3665
Web site: hgp: / /wxnv.ci.tukwila.tiva.us
Steven M. Mullet, Mayor
Steve Lancaster, Director
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date:
Plan ChecWPermit Number: D05-3
® Response to Incomplete Letter # 1
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name SLEEP COUNTRY USA
Project Address 17780 SOUTHCENTER PY
Contact Person: Cara Sinclair Phone Number:
Summary of Revision:
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
❑ Entered in Permits Plus on
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pplications \fomis- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
. COORD COPS'
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -381
PROJECT NAME SLEEP COUNTRY U SA
SITE ADDRESS 17780 SOUTHCENTER PY
Original Plan Submittal X Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
Q� AW c. I z -I
B (ding Division
Public Works ❑�
Fire Prevention ❑
Structural ❑
DATE: 12 -14 -05
Planning Division ❑.1r,
Permit Coordinator ❑
DETERMINATION OF COMPLETENESS (Tues., Thurs.)
j Complete d Incomplete F
Comments:
DUE DATE: 12-1 5-05
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROU NG:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
j APPROVALS OR CORRECTIONS DUE DATE: 01-1 2-06
J
Approved ❑ Approved with Conditions E� Not Approved (attach comments) ❑
t
1 Notation:
i
REVIEWER'S INITIALS: DATE:
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7ERMIT C0C'd,,; COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -381 DATE: 10 -27 -05
PROJECT NAME SLEEP COUNTRY USA
SITE ADDRESS 17780 SOUTHCENTER PY
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPART MENTS:
J illing (vision
Public Works
.�ra' & 11 'l
Fire Prevention d
Structural ❑
❑ No further Review Required ❑
DETERMINATION OF COMPLETENESS (Tues., Thurs.)
Complete ❑ Incomplete
Comments:
Planning Division ❑
Permit Coordinator ❑
DUE DATE: 1
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: 11 l61lK- LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route ❑ Structural Review Required
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS
Approved ❑ Approved with Conditions ❑
Notation:
REVIEWER'S INITIALS:
DUE DATE: 1 1-29-05
Not Approved (attach comments) ❑
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents(routing slip.doc
2.2M2
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1908
REVISION SUBMITTAL
City of Tukwila
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: http : / /ivx
Steve Lancaster, Director
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, f(Lv, etc.
Date: j y5 PlanCheck/PermitNumber D05 -381
® Response to Incomplete Letter # 1
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
Revision requested by a City Building Inspector or Plans Examiner
Project Name SLEEP COUNTRY USA
Project Address 17780 SOUTHCENTER PY
Contact Person Cara Sinclair Phone Number: 84 1 38
Summary of Revision: l n
lre.-d. A)b -v &*L&A a, god 5.
cam°
D�
PEST C
Sheet ( 1" 9 Actw L f •S�t40 '7ta44
"Cloud" or highlight all areas of revision including (late of revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on 1z -
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pplieationsWorms- applications on IineVevision submittal
Created: 8 -13 -2004
Revised:
i Look Up a Contractor, Electri' ` or Plumber License Detail
i Washington State Department of Labor and Industries
i
j General /Specialty Contractor
A business registered as a construction contractor with L &I to perform
j construction work within the scope of its specialty. A General or Specialty
I construction Contractor must maintain a surety bond or assignment of
i account and carry general liability insurance.
License Information
License
SUNSEBI140L5
Licensee Name
SUNSET BUILDERS INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
600613578
Ind. Ins. Account Id
43732900
Business Type
CORPORATION
Address 1
3108 C ST SE
Address 2
Impaired
City
AUBURN
County
KING
State
WA
Zip
98002
Phone
2539398474
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
6/25/1986
Expiration Date
1/13/2007
Suspend Date
CAS &
Separation Date
Parent Company
Previous License
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
KNOTT, FRANKLIN R
01/01/1980
KNOTT, KRISTI A
01/01/1980
Account
Bond Information
Bond
Bond
Company
Account
Effective
Expiration
Cancel
Impaired
Bond
Received
Bond
Name
Number
Date
Date
Date
Date
Amount
Date
TRAVELERS
CAS &
Until
#5
SURETY
206085763
01/08/2002
Cancelled
$12,000.00
01/11/2002
Pagel of 3
https:H fortress .wa.gov /lni/bbip /printer.aspx ?License= SUNSEBI140L5 01/11/2006
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SLE EP COUNTRY USA
EXTERIOR FACADE T.I. TUKWILA, WASHINGTON
EXISTING CURB
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NEW 8• WIDE CONC WAI K
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INTERIOR TENANT IMPROVEMENTS
DONE UNDER A SEPARATE CONTRACT
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CONTACT INFORMATION
OWNFR:
SI FFP COUNTRY USA
7029 S. 220111 ST
KENT WA 98032
TEL - (') 53) 872 0130 EXT. 115
I•AX. {2531 872 9625
ATTENTION: JOE PAVIGLIANTI
ARCIHIIECI:
H3 ARCHITECTS PI.[C
41 SOUTH MERIDIAN SUITE 200
PUYALLUP, WASHINGTON 98373
TEL ' (253) 841-3800
FAX: (M) 864-0679
ATTENTION: DAVID HEAD
CONTRACTOP:
SUNSIFT BUILDFRS, INC
3 108 C ST SF
AUBURN WA 9800-2
TEL : (206) 5110-8618
FAY: (21113) 863 3928
ATTENTION: FRANK KNOT
GENERAL PROJECT NOTES
1. ALL WORK TO BE IN CONFORMANCE WITH 2(103 IBC,
AND 2003 IFC.
2 ALL WORK SHALL COMPLY WITH ALL APPLICABLE
LOCAL AND STATE CODES AND ORDINANCES.
3 THE CONTRACTOR SHALL VERIFY ALL EXISTING
CONDITIONS Al THE SITE BEFORE PROCEEDING WITH
WORK.
4 THE CONTRACTOR SHALL VERIFY THE LOCATION OF
ALL UTILITIES AT THE SITE AND PROTECT THEKA FROM
DAMAGE.
5 THE CON IRAC TOP SHALL VERIFY Y ALL DIMENSIONS ON
THE DRAWINGS. DRAWINGS SHALL NOT BE SCALED.
6. THE CONTRACTOR SHALL REPAIR EXISTING FLOOR.
CEILING, AND WALLS DAMAGED DURING
CONSTRUCTION TO MATCH EXISTING.
?. GENERAL CONTRACTOR SHALL PROTECT FROM
DAMAGE THOSE PORTIONS OF THE BUILDING NOT IN THIS
CONTRACT. ALLOW 1 LEAKS ON EXISTING STRUCTURE.
CONTROL SMOKE AND DUST TO PROTECT AREAS OF THE
BUILDING NOT IN THIS CONTRACT.
8. REVIEW W/ OWNER REMOVAL AND REINSTALLATION
FOR SIGNAGE, LIGHTING ELECTRICAL CONDUIT, &
OTHER MISC. ITEMS IN CONFLICT W1 WORK.
9. PRIOR TO COMMENCING CONSTRUCTION THE
CONIRACTER SHALL COORDINATE SALVAGE, ANDIOR
DISPOSAL OF DEMO'D & REMOVED ITEMS.
DRAWING INDEX
ARCHITECTURAL:
I PROJECT INFORMATION, SITE PLAN, & FLOOR PLAN
2 ELEVATIONS, & WALL SECTION I
I PROJECT SCOPE
EXTERIOR FACADE IMPROVEMENTS TO PORTION
OF EXISTING RETAIL BUILDING. RAIS114G TWO
SECTIONS TO MATCH EXISTING. I
VICINITY MAP
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SIT INFORMATION I
PARCEL NUMBER:
3523049005
SITE ADDRESS:
17780 SOUTHCENTFP PrWY,
TUKWILA, WA 98188
LEGAL DESCRIPTION:
352304 5 NE 114 OF I 1/4 LY ELY OF CO ROAD
LESS S 430 FT
JURISDICTION: CITY Of TUKWILA
ZONING: COMMERZIAL
SITE AREAS:
(TOTAL-264.083 S.F. 6.06 ACRES)
I BUILDING INFORMATION I
OCCUPANCY CLASS: m
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SECTION B-B
4w a
STRUCTURAL NOTES
GENERAL
THE STRUCTURE HAS PEE DESIGNED TO RESIST CODE --- REQUIRED VERT AND
LATERAL FORCE`; AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS
BEEN COMPLETED STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE
SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY
INCLUDES BUT IS NOT LIMITED TO JOBSITE SAFETY; ERECTION MEANS, METHODS,
AND SEQUENCES, TEMPORARY SHORING, FORMWORK, AND BRACING; USE OF
EQUIPMENT AND CONSTRUCTION PROCEDURES.
CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR CONFORMANCE
WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAl TO REVIEW THE
GENERAL CONTRACTOR'S CONSTRUCTION PROCEDURES.
STANDARDS
ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2003
INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL
BUILDING OFFICIAL OR APPLICABLE JURISDICTION.
DESIGN CRITERIA
VERTICAL LOADS:
DEAD LOAD LIVE LOAD
ROOF 15 PSF 25 PSF (SNOW)
LATERAL FORCES
1. WIND: BASIC WIND SPEED = 85 MPH EXPOSURE B
2. SEISMIC: SEISMIC DESIGN CATEGORY D, SEISMIC USE GROUP I, PER 2003
IBC. (SDS = 0.890667, SD1 = 0.471240)
FOUNDATION DESIGN CRITERIA.
SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)
ACTIVE PRESSURE - RESTRAINED: 50 PCF (ASSUMED)
ACTIVE PRESSURE - UNRESTRAINED: 35 PCF (ASSUMED)
PASSIVE RESISTANCE: 150 PCF (ASSUMED)
COEFFICIENT OF FRICTION- .25 (ASSUMED)
ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR COMPACTED
"STRUCTURAL BACKFILL ". AREAS OVER- EXCAVATED SHALL BE BACKFILLED WITH
LEAN CONCRETE (F'C =2000 PSI) OR "STRUCTURAL BACKFILL ".
CONCRETE
CONCRETE: SHALL BE MADE WITH PORTLAND CEMENT ASTM C--150 TYPE II OR
TYPE I AND SHALL BE READY -MIXED PER ASTM C -94. F'C = 2500 PSI, MAXIMUM
SLUMP 5 ". MINIMUM CEMENT CONTENT 536 SACKS PER YARD. AT VERTICAL
SURFACES AND AT SLABS ON GRADE, MINIMUM CONCRETE STRENGTH SHALL BE F'C
= 3000 PSI AND SHALL CONTAIN A 5% TO 7'10 AIR ENTRAINMENT FOR DURABILITY
PURPOSES ONL'i SPECIAL INSPECTION OF THE CONCRETE IS NOT REQUIRED PER
2003 IBC 1704.4 SECTIONS 2.1 AND 2.3.
METAL REINFORCEMENT: REINFORCING SHALL CONFORM TO ASTM A -615. GRADE
60. SPLICES SHALL BE 24 BAR DIAMETERS OR 18" MINIMUM UNLESS NOTED
OTHERWISE ON DETAILS. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS IN
FOOTING AND WALLS.
EPDXY GROUT: SIMPSON STRONG - TIE "SET ", COVERT OPERATIONS "CIA" GEL,
OR PRE - APPROVED EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT, WHICH
WILL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLE SHALL BE DRILLED
AT A DIAMETER AS SPECIFIED BY THE MANUFACTURER BASED ON THE DOWEL BAR
OR THREADED ROD DIAMETER. HOLE SHALL BE DRY AND CLEANED WITH,
PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR DOWEL OR
THREADED ROD SHALL BE CLEAN AND INSTALLED SLOWL'f AND SHALL BE ROTATED
AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SH ALL BE DONE
WITH PROPER GROUT FORMULA. EMBED 9 DIAMETERS MINIMUM UNLESS NOTED
OTHERWISE IN PLANS & CETAILS. GROUTING OPERATION SHALL BE INSPECTED BY
AN AGENT AS PECOMMENDED BY THE OWNER.
MASONRY
HOLLOW CONCRETE MASONRY UNITS (CMU): CONFORM TO ASTM C -90. TYPE 1
GRADE N - 1. MINIMUM FA+ - SHELL THICKNESS 1 ULTIMATE C
STRENGTH F 'M =1500 PS AND SHALL BE SOLID GROUTED.
MORTAR: TYPE S PER UBC. CONFORM TO ASTM C-770 AN4 UB(7 STANDARD 21 -15,
F'M =1800 PSI MINIMUM IN 28 DAYS.
GROI. GROUT FOR POURING SHALL BE A FLUID CONSISTENCY CONFORM TO ASTM
C-476 AND ACI =: 31. ? . F - C = 2000 PSI MINIMUM A` 28 DAY;. Ti-, 3" SLUMP,
5-1/2 SACK Vi' MINIM'_'M WITH MA XIMUM A;;(RE ;- r6 S1ZE 'S 8
STRUCTURAL STEEL.
DE+A IL , N'-. F'ABP- ATiC -N AN EPECTILON C0N:` T+_ THE A' - V OF
S TEE! C^''1STP.;. ='' ' Q T - I - ,r -9 IN.
DOWEL FAO- BARS S•HM-_ r!-4iz, '' _'M -�'�. 7ADE -
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STRUCTURAL NOTES
GENERAL
THE STRUCTURE HAS PEE DESIGNED TO RESIST CODE --- REQUIRED VERT AND
LATERAL FORCE`; AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS
BEEN COMPLETED STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE
SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY
INCLUDES BUT IS NOT LIMITED TO JOBSITE SAFETY; ERECTION MEANS, METHODS,
AND SEQUENCES, TEMPORARY SHORING, FORMWORK, AND BRACING; USE OF
EQUIPMENT AND CONSTRUCTION PROCEDURES.
CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR CONFORMANCE
WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAl TO REVIEW THE
GENERAL CONTRACTOR'S CONSTRUCTION PROCEDURES.
STANDARDS
ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2003
INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL
BUILDING OFFICIAL OR APPLICABLE JURISDICTION.
DESIGN CRITERIA
VERTICAL LOADS:
DEAD LOAD LIVE LOAD
ROOF 15 PSF 25 PSF (SNOW)
LATERAL FORCES
1. WIND: BASIC WIND SPEED = 85 MPH EXPOSURE B
2. SEISMIC: SEISMIC DESIGN CATEGORY D, SEISMIC USE GROUP I, PER 2003
IBC. (SDS = 0.890667, SD1 = 0.471240)
FOUNDATION DESIGN CRITERIA.
SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)
ACTIVE PRESSURE - RESTRAINED: 50 PCF (ASSUMED)
ACTIVE PRESSURE - UNRESTRAINED: 35 PCF (ASSUMED)
PASSIVE RESISTANCE: 150 PCF (ASSUMED)
COEFFICIENT OF FRICTION- .25 (ASSUMED)
ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR COMPACTED
"STRUCTURAL BACKFILL ". AREAS OVER- EXCAVATED SHALL BE BACKFILLED WITH
LEAN CONCRETE (F'C =2000 PSI) OR "STRUCTURAL BACKFILL ".
CONCRETE
CONCRETE: SHALL BE MADE WITH PORTLAND CEMENT ASTM C--150 TYPE II OR
TYPE I AND SHALL BE READY -MIXED PER ASTM C -94. F'C = 2500 PSI, MAXIMUM
SLUMP 5 ". MINIMUM CEMENT CONTENT 536 SACKS PER YARD. AT VERTICAL
SURFACES AND AT SLABS ON GRADE, MINIMUM CONCRETE STRENGTH SHALL BE F'C
= 3000 PSI AND SHALL CONTAIN A 5% TO 7'10 AIR ENTRAINMENT FOR DURABILITY
PURPOSES ONL'i SPECIAL INSPECTION OF THE CONCRETE IS NOT REQUIRED PER
2003 IBC 1704.4 SECTIONS 2.1 AND 2.3.
METAL REINFORCEMENT: REINFORCING SHALL CONFORM TO ASTM A -615. GRADE
60. SPLICES SHALL BE 24 BAR DIAMETERS OR 18" MINIMUM UNLESS NOTED
OTHERWISE ON DETAILS. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS IN
FOOTING AND WALLS.
EPDXY GROUT: SIMPSON STRONG - TIE "SET ", COVERT OPERATIONS "CIA" GEL,
OR PRE - APPROVED EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT, WHICH
WILL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLE SHALL BE DRILLED
AT A DIAMETER AS SPECIFIED BY THE MANUFACTURER BASED ON THE DOWEL BAR
OR THREADED ROD DIAMETER. HOLE SHALL BE DRY AND CLEANED WITH,
PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR DOWEL OR
THREADED ROD SHALL BE CLEAN AND INSTALLED SLOWL'f AND SHALL BE ROTATED
AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SH ALL BE DONE
WITH PROPER GROUT FORMULA. EMBED 9 DIAMETERS MINIMUM UNLESS NOTED
OTHERWISE IN PLANS & CETAILS. GROUTING OPERATION SHALL BE INSPECTED BY
AN AGENT AS PECOMMENDED BY THE OWNER.
MASONRY
HOLLOW CONCRETE MASONRY UNITS (CMU): CONFORM TO ASTM C -90. TYPE 1
GRADE N - 1. MINIMUM FA+ - SHELL THICKNESS 1 ULTIMATE C
STRENGTH F 'M =1500 PS AND SHALL BE SOLID GROUTED.
MORTAR: TYPE S PER UBC. CONFORM TO ASTM C-770 AN4 UB(7 STANDARD 21 -15,
F'M =1800 PSI MINIMUM IN 28 DAYS.
GROI. GROUT FOR POURING SHALL BE A FLUID CONSISTENCY CONFORM TO ASTM
C-476 AND ACI =: 31. ? . F - C = 2000 PSI MINIMUM A` 28 DAY;. Ti-, 3" SLUMP,
5-1/2 SACK Vi' MINIM'_'M WITH MA XIMUM A;;(RE ;- r6 S1ZE 'S 8
STRUCTURAL STEEL.
DE+A IL , N'-. F'ABP- ATiC -N AN EPECTILON C0N:` T+_ THE A' - V OF
S TEE! C^''1STP.;. ='' ' Q T - I - ,r -9 IN.
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HANGERS, NAILS ?(EXCEPT ANCHOR BOLTS) SHALL BE HOT DIPPED GALVANIZED.
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WOOD. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY
IBC SECTION`S 2308.9.10 AND 2308.9.11 OR AS APPROVED PRIOR TO
INSTALLATION
FRAMING CONNECTORS: SHALL HAVE ICBO APPROVAL AND BE MANUFACTURED BY
SIMPSON COMPANY, SAN LEANDRO, CA., OR PRE - APPROVED EQUAL. PROVIDE
MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS
NOTED OTHERWISE. ALL LUMBER HARDWARE THAT IS IN CONTACT WITH TREATED
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GENERAL RE`JUIREMENTS: PROVIDE MINIMUM NAILINC PER 2003 IBC TABLE
2304.9.1 UP MORE, AS OTHERWISE SHOWN, PRESSURE TREAT ALL WOOD IN
CONTACT WITH CONCRETE OR MASONRY ALL LUMBER HARDWARE THAT IS IN
CONTACT WITH TREATED LUMBER INCLUDING BUT NOT LIMITED TO CLIPS,
HANGERS, NAILS ?(EXCEPT ANCHOR BOLTS) SHALL BE HOT DIPPED GALVANIZED.
PROVIDE CU i WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON
WOOD. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY
IBC SECTION`S 2308.9.10 AND 2308.9.11 OR AS APPROVED PRIOR TO
INSTALLATION
FRAMING CONNECTORS: SHALL HAVE ICBO APPROVAL AND BE MANUFACTURED BY
SIMPSON COMPANY, SAN LEANDRO, CA., OR PRE - APPROVED EQUAL. PROVIDE
MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS
NOTED OTHERWISE. ALL LUMBER HARDWARE THAT IS IN CONTACT WITH TREATED
LUMBER INCLUDING BUT NOT LIMITED TO CUPS, HANGERS, NAILS?(EXCEPT
ANCHOR BOI. TS) SHALL BE HOT DIPPED GALVANIZED.
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-� PROJECT NO, : 05 172
44 DESIGNED BY : TLC
DRAWN BY : MGG
�
0 ISSUE DATF : 1 2.9-05
LATEST REV.
OF DW(;. SET :
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SLEEP COUNTRY USA
TENNANT IMPROVMENT
TUKWIT.A, WASHINGTON
DOD A n d e re o n — P Q yta n 31620 23rd AVENUE SOUTH, SUITE 321
Structural Engineenng Consultants FEDERAL WAY, WASHINGTON 98003
A Division of ACP Consultants, Inc. (253) 941 -992 FAX (253) 941 -9939 SEATTLE (206) 292 -0940
REVISIONS TO THIS SHEET:
!; ,A �
o
17075 4v
Is
�SS��JVAL ti�G`
# 17075 12 -9-05
EXPIRES 2 -18 -07
MARK A. ANDERSON, PE, SE
DEAN H. PEYTON, PE
STEPHEN R. LORENTZEN, PE
i