HomeMy WebLinkAboutPermit D07-046 - AIRGAS INC - DOOR AND WALLAIRGAS INC
1097 ANDOVER PK E
D07 -046
Parcel No.: 2623049106
Address: 1097 ANDOVER PK E TUKW
Suite No:
Tenant:
Name: AIRGAS INC.
Address: 1097 ANDOVER PK E , TUKWII,A WA
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Owner:
Name: SECURITY CAPITAL INDUSTRIAL
Address: C/O DELOITTE & TOUCHE LLP , 2235 FARADAY AVE STE 0 92008
Phone:
Contact Person:
Name: SEAN NEWTON
Address: 1932 FIRST AV STE 408 , SEATTLE WA 98101
Phone: 206 720 -7001
DEVELOPMENT PERMIT
Contractor:
Name: SIERRA CONSTRUCTION CO INC.
Address: 19900 144TH AVENUE NE , WOODINVILLE WA 98072
Phone: (425)487 -5200
Contractor License No: SIERRCC 145N8
Value of Construction:
Type of Fire Protection:
Type of Construction:
$15,000.00
* *continued on next page **
Permit Number: D07 -046
Issue Date: 03/01/2007
Permit Expires On: 08/28/2007
Expiration Date: 03/31/2008
Steven M Mullet, Mayor
Steve Lancaster, Director
DESCRIPTION OF WORK:
DEMOLISH INTERIOR OFFICE PARTITIONS, DOORS & FRAMES, INFILL DOOR OPENING WITH NEW WALL, RELOCATE
DOOR & FRAME, UPDATE DOOR HARDWARE.
Fees Collected: $518.28
International Building Code Edition: 2003
Occupancy per IBC:
doc: IBC -10/06 D07 -046 Printed: 03 -01 -2007
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter:
Permit Center Authorized Signatur
I hereby certify that I have read an
governing this work will be complie
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the pert nuance of work. , I am authorized to sign and obtain this development permit.
Date: 3
Signature:
Print Name:
doc: IBC -10/06
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http://www.ci.tukwila.wa.us
N
cTG1/i c CGIG.-)
Permit Number: D07 -046
Issue Date: 03/01/2007
Permit Expires On: 08/28/2007
Date: v ✓1 "` i•)r-
-/ -07
Steven M. Mullet, Mayor
Steve Lancaster, Director
this permit and know the same to be true and correct. All provisions of law and ordinances
ther specified herein or not.
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.
D07 -046 Printed: 03 -01 -2007
Parcel No.: 2623049106
Address:
Suite No:
Tenant:
doc: Cond -10/06
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
1097 ANDOVER PK E TUKW
AIRGAS INC.
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D07 -046
ISSUED
02/08/2007
03/01/2007
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431 - 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced
to the building structure.
6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design
requirements of ASCE 7.
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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
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: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
12: ** *FIRE DEPARTMENT CONDITIONS * **
13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
14: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at
one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry
chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
D07 -046 Printed: 03 -01 -2007
doc: Cond -10/06
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation
instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the
floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4
inches (102 mm). (IFC 906.7 and IFC 906.9)
16: 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)
17: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use. These locations shall be along normal paths of travel, unless the fire code official determines that the
hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5)
18: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that
indicates the month and year that the inspection was performed and shall identify the company or person performing the
service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge
procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the
inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these
required surveys. (NFPA 10, 4 -3, 4 -4)
19: 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)
20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (IFC Chapter 10)
21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the
International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC
1008.1.8.1)
22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
23: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinkler heads. (IFC 901.4)
24: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
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
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
25: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require
relocation and/or addition of audible /visual notification devices. (City Ordinance #2051)
26: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire
Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC
104.2)
27: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
D07 -046 Printed: 03 -01 -2007
such condition or violation.
doc: Cond -10/06
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
* *continued on next page **
007 -046 Printed: 03 -01 -2007
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
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.
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.
Signature:
Print Name:
doc: Cond -10/06
LL. C hi -,
Date: 3'1' 7
D07 -046 Printed: 03 -01 -2007
CITY OF TUKWILA...)
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
htV://wwwci.tukwila.wa.us
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 Address: 10)177 trainer
Tenant Name: t"t C Gas - I-v\Cs,
Property Owners Name: "Sale. CA A\
Mailing Address: — 1-752-A5 (o `i\ G sie- 5,
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: SQOi( ? mot(\
Mailing Address: V\32_ V \l' ik- isV2, S take. t iOIS
E -Mail Address: SQof J G64 0. \Ake a5, Cfi W1
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: CJ \Q.f r0.. GOA51/4- ck-kovN
Mailing Address: \ 0 1 1 i'e■ ag \�
Contact Person: oxv o CI� Cook
E -Mail Address: eofi C. S k c caAA, COY\
Contractor Registration Number: S CC %
Company Name: C roc* /VtCAMeC
Mailing Address: VV - 32- . r-ACSk $ € 5tAie 11 0
Contact Person: c J CAA*
E -Mail Address: C.fA IA Q C,'( adroAlireC'kS
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
%1P
Contact Person:
E -Mail Address:
Q:tApplications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Building Perm No. 1) - 1
r
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
King Co Assessor's Tax No.: toZaff9 t o6
Suite Number: Floor:
New Tenant: ® Yes ❑..No
Kiak
City
W
State
Day Telephone: In(s) 7 / " 700 t
Zip
City State Zip
Fax Number: �( -"ZAMA
\P QodyA2 c1 O7Z-
City State Zip
Day Telephone: 425 —9/7 — S2003
Fax Number:
Expiration Date:
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
t'k W kC 931,0k
City State Zip
Day Telephone: IOC, —7W — 7001
Fax Number: 2-00 - 77 - Z (Q
City
Day Telephone:
Fax Number:
Page 1 of 6
State
Zip
I" BUILDING PERMIT INFORM,,ION — 206 -431 -3670
Valuation of Project (contractor's bid price): $ 1S,OQD Existing Building Valuation: $
Scope of Work (please provide detailed information): De.racAnh 04-ice r i t# k- v s
c-CO,.tn.RS , \i & &10 t o QeAl\ \04 ( r \QC (AP_ &Uf &co wvz.
um €_, clo ho c&\ o..ie_.
Will there be new rack storage? ❑ Yes
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers 71 Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safe Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:\Applications\Forms- Applications On Line0-2006 - Permit Application.doc
Revised: 9 -2006
bh
0.. No If yes, a separate permit and plan submittal will be required.
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of ,
Construction per ,
IBC-
Type of .
';,Occupancy per
IBC
l' Floor
k(2-$Z 'k
7.-3$ t9
\ItQJ 5QtAliigek
2`5 —1
2nd Floor
3' Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
I" BUILDING PERMIT INFORM,,ION — 206 -431 -3670
Valuation of Project (contractor's bid price): $ 1S,OQD Existing Building Valuation: $
Scope of Work (please provide detailed information): De.racAnh 04-ice r i t# k- v s
c-CO,.tn.RS , \i & &10 t o QeAl\ \04 ( r \QC (AP_ &Uf &co wvz.
um €_, clo ho c&\ o..ie_.
Will there be new rack storage? ❑ Yes
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers 71 Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safe Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:\Applications\Forms- Applications On Line0-2006 - Permit Application.doc
Revised: 9 -2006
bh
0.. No If yes, a separate permit and plan submittal will be required.
Page 2 of 6
PERMIT APPLICATION NOTES - 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.
Building and Mechanical Permit
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).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 AUTHORIZED AGENT:
Signature: _ ee /114
Print Name: n CNA) A
Mailing Address: \ . ■ C54 - SVIZW- t ai
Date Application Expires:
Date Application Accepted:
Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Day Telephone:
_
City
Date: 2,19 /07
21a6 -- 720 - 7001
\N
Pc-
State Zip
Staff Initials:
Page 6 of 6
Parcel No.: 2623049106
Address: 1097 ANDOVER PK E TUKW
Suite No:
Applicant: AIRGAS INC.
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Payee: THE JULIE ANN CHAN FAMILY TRUST
RECEIPT
Receipt No.: R07 -00305 Payment Amount: $315.88
Initials: JEM Payment Date: 03/01/2007 02:41 PM
User ID: 1165 Balance: $0.00
TRANSACTION LIST:
Type Method Description Amount
Payment Check 2432 315.88
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
STATE BUILDING SURCHARGE
Account Code Current Pmts
000/322.100 311.38
000/386.904 4.50
Total: $315.88
Permit Number: D07 -046
Status: APPROVED
Applied Date: 02/08/2007
Issue Date:
- z ;
doc: Receipt-06 Printed: 03 -01 -2007
Parcel No.: 2623049106 Permit Number: D07 -046
Address: 1097 ANDOVER PK E TUKW Status: PENDING
Suite No: Applied Date: 02/08/2007
Applicant: AIRGAS INC. Issue Date:
Receipt No.: R07 -00187 Payment Amount: $202.40
Initials: JEM Payment Date: 02/08/2007 10:24 AM
User ID: 1165 Balance: $315.88
Payee: CRAFT ARCHITECTS, PLLC
TRANSACTION LIST:
Type Method Description Amount
Payment Check 2869 202.40
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
RECEIPT
Account Code Current Pmts
000/345.830 202.40
Total: $202.40
1 -:677 U/08 T716 TOTAL 2020
riod Rar int -OS PrintArl: f19 -(1R -90(17
Proje t:
/1i ✓ ‘4 5 5
Type of Ins ection:
/A./a /
Address:
/!)`i 7 /N/ -, /)/lf
Date Called:
Special Instructions:
Date Wanted:
J 6 -0
7 /a.r j
Requester:
Phone No: _
02l>l - 5
- d%2
INSPECTI . N NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PER
(206)431 -3
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
()/( /,, 4)itt
$58.0b INSPECTION FE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.:
Date:
Pro• // C -S — —fli
/
Type of Inspect'
12 L'a ' ii°i /l yv/j
Address:
Date Called:
S pecial ' instructions:
Date Wanted:
.C:— 3 -v 7
/
a.m
p.m.
Requester:
Phone No:
2j57-)2
,
INSPECTI' NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
+ .r
Approved per applicable codes. Corrections required prior to approval.
OMNIENTS:
8.00 REINSPECTIO FEE REQUIRED rior to inspection, fee must be
aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.:
Da
Date:
INSPECTION RECORD
Retain a copy with permit
f �,. lhAar
Project:
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Type o nspe tio
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r
Address: G
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Date a = •
Spec al Inst uctio s:
Date Wanted:
31
Requester:
Phone No:
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 'J ( 06 43 - 67
OMMENTS:
Approved per applicable codes. Corrections required prior to approval.
El $58.0d(tEINSPECTION FEE EQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.:
Date:
INSPECTION RECORD
?etain a copy with permit
PERM
Proj c t:
fi /C (0
Type of Inspection: .
ra 1-9 vi , v`/ 4
Address:
16 7 7 J'1 /Q ax f
Date Called:
Special Instructions:
Date Wanted: m.
3- S- o7 p
Requester:
Phone No:
�cG -57q DS? C
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
COMMENTS:
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1 L
00 REINSPECTION FEE IQUIRED. rior to inspection, fee must be
id at 6300 Southcenter Blvd., Suite 00. Call to sechedule reinspection.
Receipt No.:
Date:
Date:
Approved per applicable codes. El Corrections required prior to approval.
Project:
Pi 1 Q&A -s
Type of Inspection:
/7f2e 1 ki
Address: J 7/ 7
Suite #:
A-- P
Contact Person:
/
Monitor:
Special Instructions:
Pre -Fire: ,U
Phone No.:
a6- 57 `) -
ocfa
Needs Shift Inspection: }'
Sprinklers:
Fire Alarm: y
t
Hood & Duct:
Monitor:
Pre -Fire: ,U
Permits: i iip
Occupancy Type:
INSPECTION NUMBER
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
I I Approved per applicable codes.
COMMENTS:
S, cu l �bd2pLtc.� -Q /.
L
INSPECTION RECORD
Retain a copy 4mith permit
CITY OF TUKWILA FIRE DEPARTMENT
Word /Inspection Record Form.Doc 1/13/06
PERMIT NUMBERS
Corrections required prior to approval.
Inspector: 5/
Date:
'
Hrs.:
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
T.F.D. Form F.P. 113
COMMENTS:
Sprinklers:
Type of Inspection:
�,(2.< li,,JA
Address: /U q -)
Suite #:
A P '''
Contact Person:
MAP_ k ( a_, I F 7
Special Instructions:
Occupancy Type:
Phone No.:
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Project:
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Sprinklers:
Type of Inspection:
�,(2.< li,,JA
Address: /U q -)
Suite #:
A P '''
Contact Person:
MAP_ k ( a_, I F 7
Special Instructions:
Occupancy Type:
Phone No.:
3o4- 71'- 0 q�3
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
INSPECTION NUMBER
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
� Y"'7- 0''.t-
PERMIT NUMBERS
Corrections required prior to approval.
Inspector: Y;, S /
Date: x //310 - 7
Hrs.:
I
/J /) n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
Project Info
Project Address 1 0 79 Andover Park East
D 2/8/2007
Air Gas Inc.
For Building Department Use
rime c opir
Tukwila, WA 98188
Applicant Name: Sean Newton, Craft Architects
Applicant Address: 1932 First Ave, Suite 408, Seattle, WA 98101
Applicant Phone: (206) 720 -7001
,
Project Description
❑ New Building ❑ Addition ❑ Alteration _
Refer to WSEC Section 1513 for controls and commissioning
0.2 W /ft
.• Plans Included
requirements.
Compliance Option
0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis
(See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly On` plans.)
Alteration Exceptions
(check appropriate box - sec. 1132.3)
❑ No changes are being made to the lighting
❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed.
Location
(floor /room no.)
Occupancy Description
Allowed
Watts per ft **
Area in ft
Allowed x Area
N/A
Covered Parking
(standard paint)
REVI E 1 OR
CODE COMPLIANCE
0.2 W /ft
Covered Parking
(reflective paint)
A rwe+R oloc f
0.3 W /ft
** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts
A
Location
(floor /room no.)
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
11 A
Covered Parking
(standard paint)
REVI E 1 OR
CODE COMPLIANCE
0.2 W /ft
Covered Parking
(reflective paint)
A rwe+R oloc f
0.3 W /ft
A
Open Parking
r 2 7001
FEB f
0.2 Wlft
a TM
j(�
Outdoor Areas
0.2 W /ft
Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts
O
Location
Fixture Description
Allowed Watts
per ft or per If
Area in ft
(or If for perimeter)
Allowed Watts
x ft (or x If)
' qa
Covered Parking
(standard paint)
REVI E 1 OR
CODE COMPLIANCE
0.2 W /ft
Covered Parking
(reflective paint)
A rwe+R oloc f
0.3 W /ft
A
Open Parking
r 2 7001
FEB f
0.2 Wlft
a TM
j(�
Outdoor Areas
0.2 W /ft
O
Bldg. (by facade)
I n /
IR
0.25 W /ft2
D 20071
Bldg. (by perim)'
��
7.5 Wllf
PERMI1.
Q P
Choose either the facade are or th A °-fie
t)
Total Allowed Watts
Location
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
2004 Washington State Nonresidential Energy Code Compliance Forms
2004 Washington State Nonresidential Energy Code Compliance Form
Lighting Summary
LTG -SUM
Revised May 2005
Maximum Allowed Lighting Wattage (Interior)
Notes:
1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only,
the default table in the NREC Technical Reference Manual may also be used
2. Include exit lights unless less than 5 watts per fixture.
Proposed Lighting Wattage (Interior) 3. List all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank.
Maximum Allowed Lighting Wattage (Exterior)
r fisted maximum input wattage. or fixtures with hard -wired oanasrs only,
Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used.
(tf
Space Heat Type
0 Electric resistance 0 All other (see over for definitions)
Glazing Area Calculation
Note: Below grade walls may be included in the
Gross Exterior Wall Area if they are insulated to
the level required for opaque walls.
Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1.
(rough opening) Gross Exterior
(vertical & overhd) divided by Wall Area times 100 equals % Glazing
T X 1 00 =
Concrete/Masonry Option
p
0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry
Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying
Ono assembly below.
Envelope Requirements (enter values as applicable)
Fully heated/cooled space
Minimum Insulation R- values
Roofs Over Attic
All Other Roofs
Air Gas Inc.
Opaque Walls'
ti f A
Below Grade Walls
I
Floors Over Unconditioned Space
Slabs -on -Grade
Seam Newton
Radiant Floors
Applicant Address:
1932 First Ave, Suite
Maximum U- factors
Opaque Doors
WA 98101
111 tt '
Vertical Glazing
N
Overhead Glazing
N Pt
Maximum SHGC (or SC)
Vertical /Overhead Glazing
I
Project Info
Project Address
1097 Andover Park East
Date 2/8/2007
Air Gas Inc.
For Building Department Use
Tukwila, WA 98188
Applicant Name:
Seam Newton
Applicant Address:
1932 First Ave, Suite
408,
Seattle,
WA 98101
Applicant Phone:
(206) 720 -7001
2004 Washington State Nonresidential Energy Code Compliance Forms
2004 Washington State Nonresidential Energy Code Compliance Form
Envelope Summary
Climate Zone 1
ENV -SUM
Revised May 2005
Project Description
I ❑ New Building ❑ Addition
El
Alteration ❑ Change of Use
Compliance Option
❑ Prescriptive ❑ Component Performance ❑ Systems Analysis
(See Decision Flowchart (over) for qualifications)
Semi- heated space 2
Minimum Insulation R- values
Roofs Over Semi - Heated Spaces
I V/P
1. Assemblies with metal framing must comply with overall U- factors
2. Refer to Section 1310 for qualifications and requirements
Notes:
Opaque Concrete /Masonry Wall Requirements
Wall Maximum U- factor is 0.15 (R5.7 continuous ins)
CMU block walls with insulated cores comply
If project qualifies for Concrete /Masonry Option, list walls
with HC >_ 9.0 Btu /ft F below (other walls must meet
Opaque Wall requirements). Use descriptions and values
from Table 10 -9 in the Code.
Wall Description
(including insulation R -value & position)
U- factor
Joanna Spencer Re: Gas Inc TI @ 10 Andover Pk E
From: Han Kirkland
To: Spencer, Joanna; Still, Bryan
Date: 02/12/2007 10:58 am
Subject: Re: Air Gas Inc. TI @ 1097 Andover Pk E
Joanna,
Per Bryan, everything for this address is current. Good to go!
-Han
»> Joanna Spencer 02/09/07 4:36 PM »>
Are they current on their backflows ?
Thanks, joanna
PERMAN FILE COPY
Pa • e
ACTIVITY NUMBER: D07 -046 DATE: 02 -08 -07
PROJECT NAME: AIRGAS INC.
SITE ADDRESS: 1097 ANDOVER PK E
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
A'r o (/
Bui s' ng Division
AY o 2 I
Public Works
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
qi A
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
Structural Review Required
Documents/routing slip.doc
2 -28 -02
Incomplete ❑
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 02-13-07
Not Applicable ❑
No further Review Required
DATE:
2• '
IP anning Division AJ
Permit Coordinator n
n
DUE DATE: 03-13-07
Not Approved (attach comments) n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
SIERRCC145N8
Licensee Name
SIERRA CONSTRUCTION CO INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
600634891
Ind. Ins. Account Id
#7
Business Type
CORPORATION
Address 1
19900 144 TH AVE NE
Address 2
City
WOODINVILLE
County
KING
State
WA
Zip
98072
Phone
4254875200
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
8/28/1986
Expiration Date
3/31/2008
Suspend Date
Separation Date
Parent Company
Previous License
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
COLLINS, ROGER D
Cancel
Date
01/01/1980
Bond
Amount
COLLINS, KIMBERLY J
#7
01/01/1980
5767391
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#7
SAFECO
INS CO OF
AMERICA
5767391
08/26/2001
Until
Cancelled
$12,000.00
07/30/2001
Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
https:// fortress .wa.gov /lni/bbip /printer.aspx ?License= SIERRCC145N8 03/01/2007
i
ABBREVIATIONS
AB
AG
A/C
AGP
ACT
ADH
ADJ
ANT
AF
AFF
AL
ALT
AP ACCESS PANEL
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASPH ASPHALT
BD BOARD
BETA BETr EN
BLDG BUILDING
BLK BLOCK
BLDG BUILDING
BM BEAM
BR6 BEARING
DOT BOTTOM
BSMT BASEMENT
BUR BUILT UP ROOF
CAB CABINET
CS CATCH BASIN
GBU CEMENTITIOUS BACKER UNIT
GEM CEMENT
GER CERAMIC
CFM CUBIC FEET PER MINUTE
OFT CONDUCTIVE FLOOR TILE
C6 CORNER GUARD
CHBD CHALK BOARD
CI CAST IRON
CJT CONTROL JOINT
CLF CHAIN LINK FENCE
GLG CEILING
GJ CONSTRUCTION JOINT
CLK CAULKING
GLO CLOSET •
CLR CLEAR
CM CONCRETE MASONRY UNIT
GNTR COUNTER
CO CLEANOUT
COL COLUMN
LONG CONCRETE
CONSTR CONSTRUCTION
CONT CONTINUOUS
CORR CORRIDOR
CPT CARPET
CT CERAMIC TILE
GTR CENTER
GY CUBIC YARD
LAM
LAY
LB
LF
DBL DOUBLE L6
DEPT DEPARTMENT LH
PET DETAIL
DF DRINKING FOUtTAIWW/O COOLER) LT
DIA DIAMETER
DIAL DIAGONAL
DIM DIMENSION
DISP DISPENSER
ON DOYEN
DR DOOR OR DRAiN
VAR DRAYER
DS PO SPOUT
DW DISITYtASHER
DAS DRAWING
E EAST
EA EACH
EB EXPANSION BOLT
EJ EXPANSION JOINT
EL ELEVATION
ELEG ELECTRIC
ELEV ELEVATOR
EM ENTRY MCAT
DOR I..• ' Y
ENCL E A.09 E OR E OSED
EP ELECTRICAL PA\.
EM ELECTRIC ',ATM COOLER
EPX EPDXY
EQ EOJAL.
EOPF EQJi°NT
EST
ESTMATE
EX EX°A1ti.5.0%
EXIST EXiSTNG
EX* EXTt'?r :�0R
FA
F50
FOC
FGTY
FD
FGN
FE
FEC
FIN
ANGLE
CENTER LINE
DIAMETER OR ROUND
NUMBER OR POUND
PENNY
PERPENDICULAR
PLATE
ANCHOR BOLT
ACOUSTICAL OR
AIR CONDITIONING
ACOUSTICAL PANEL
ACOUSTICAL TILE
ADHESIVE
ADJACENT
ADJUSTABLE
ACCESS FLOOR
ABOVE FINISH FLOOR
ALUMINUM
ALTERNATE
FRE ALA X
HIGH!P BY OTt
PlARRN;S P BY COVRACRIR
INSIXIED BY CONTRACTOR
FACTORY
FLOOR DRAIN
FO.p\DAT .'
F,RE Exrissitee
FIRE EXTINGUi5I GA&NET
FI .S
t a •
FL FLOOR
FLG FLASHING
FLUOR FLUORESCENT
FM FACTORY MUTUAL
FOG PAGE OF CONCRETE
FOF FACE OF FINISH
FOIL FURNISH BY OP14ER
INSTALL BY CONTRACTOR
F010 FURNISH BY OWNER
INSTALL BY OWNER
FOS FACE OF STUD
FS FULL SIZE
FT FEET
FTG FOOTING
FTIC FURNISHED BY TENANT
INSTALLED BY CONTRACTOR
FTIO FURNISHED BY TENANT
INSTALLED BY OWNER
FURRING
FUTURE
FUTURE ROUGH IN ONLY
FURR
FUT
FUTURE -
RIO
FX
GA
GALV
GB
GL
GLBM
GEN CONTR
GND
GR
GAB
HB
HG
HDR
WAD
WINE
HM
HORIZ
HR
HT
HT&
HVAC
lG
IHM
iN
INCL
INSUL
INT
JAN
Jr
KIT
KO
KS
MACH
MATL
MAX
MEGH
MET OR MTL
MEZZ
NFR
141
MIN
MIR
MSC
MID
MRGY48
MID
MULL
NIG
1401#
NOM
NTS
OA
OG
OD
OFF
Lai
O!°frf
OPP
FERP
PFN
PLY
Pi-Yd ,
%)
l°NT
PR
FIXED
GAGE
GALVANIZED
GRAB BAR
GLASS OR GLAZING
61U -LAM BEAN
GENERAL CONTRACTOR
GROUND
GRADE
GYPSUM WALL BOARD
HOSE BIB
HOLLOW GORE OR HANDICAP
HEADER
HARDWOOD
HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
HEATING
HE:ATINGNENTI L IATIOW
AIR CONDITIONING
HOT WATER HEATER
NSIDE DIAMETER/
DIMENSION
NSULATED GLAZING
NSULATED HOLLOW METAL
NCH
NCLUDE
NStJ1 ATION
NTERiOR
JANITOR
JOINT
KiTCHIEN
KNOCK OUT
KNEE SPACE
LAMINATE
LAVATORY
LAG BOLT
LIKE. FOOT
LENGTH
LEFT HAND
LOCKER
LIGHT
MACHINE
MATERIAL
MAXIM U4
MECHANICAL
METAL
MEZZANINE
MANUFACTURER
MANHOLE
MINIMUM
MIRROR
MISCELLAN OUS
Ma-DINS
MOISTURE RE GYP T5
MOUNTED TV
MD_LION TYP
'JL
UON
NORTH
NOT IN CONTRACT
lit
NOMINAL
NOT TO SCALE
OVERA�.L
ON CENTER
OUTSI DIA 'ETEQI
OFFRCE
0/MEAD
OPPOSITE F s
OPE Y6
OPPOSITE
PE'G1i...AR
PRERiNi
KATE OR . ROPERTY LAE
°ate% C LA' KATE
PLYdiO08
PANEL
PAM'
PAR
PS
PSF
PSI
PT
PTD
PTD/R
PTN
PTR
PVMT
OT QUARRY TILE
R
RA
RAD
RB
R45
RD
RD/0
REBAR
REF
REFR
REINF
RE&
REV
RH
RESIL
RM
RO
RT
RUB
RV5
RA
RNL
5
5C
SCD
SGHD
5D
SECT
Sr
SHT6
SIM
5K
SIR
5ND
5NR
5NT
SPEC
50
55T
SDK
ST
STA
STC
STD
STL
STOR
STRL
SUSP
5V
SYM
T
TB
TAB
TG
THC
n R
TIG
TO
TOG
TOP
T05
TOSL
TOIL
TPD
TPH
TPTN
VAR
VGT
VERT
VEST
YEN
VAG
A�
A'O
AG
70
"LIP
tiSGT
AT
PAINT SYSTEM
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
PAPER TOWEL DISPENSER
PAPER TOM DISPENSER
AND RECEPTABLE
PARTITION
PAPER TOWEL RECEPTACLE
PAVEMENT
RISER
RETURN AiR
RADIUS
RESILIENT BASE
ROD 4 SHELF
ROOF DRAIN
ROOF DRAiN OVERFLOW
REINFORCING BAR
REFERENCE
REFRIGERATOR
REINFORCED
REQUIRED
REVISION
RIGHT HAND OR ROBE HOOK
RESILIENT
ROOM
ROUGH OPENING
RESILIENT TILE
RUBBER
REVERSE
RAIN WATER
RAIN WATER LEADER
SOUTH
SOLiD CORE
SEAT COVER DISPENSER
SCHEDULE
50AP DISPENSER OR
SECTION
SQUARE FEET
SHEATHING
SIMILIAR
SEALER
SANITARY NAPKIN
DISPENSER
SANITARY NAPKIN
RECEPTACLE
SEALANT
SPECIFICATION
SQUARE
STAINLESS STEEL
SERVICE SINK
STONE/STONE TILE
STATION
SOL*V TRANSMISSION
CLASS
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
SHEET VINYL
SYMMETRICAL
TREAD
TOWEL BAR
TOP 4 BOTTOM
TEMPERED GLASS
THICK
TIVESHOLD
TEMPERED INSULATED
GLAZING
TO° OF
TOP OF CONCRETE
TOP OF PAVEMENT
TOP OF STEEL
TOP OF SLAB
TOP OF WALL
TOILET PAPER DISPENSER
TOILET PAPER HOLDER
TOILET PARTITION
TUBULAR STEEL
TELEVISION
TYPICAL
I*IDERYIRITE S LABORATORY
LWlNNSH'ED
ti ES6 OTifl2A15E NOTED
URi AL
VARIES
VINYL COMPOSITION TILE
V RT :GAL
VESTIBIL_E
VINYL
VINYL WALL COVOA '
Y sT
111Tci
K TAOUT
WATER !JOOSET
WOOD
,' PE FLANGE
lRt GLASS
WATER PROOF
MATE MeiSTANT
MNSSCOT
WE'a■s'
XT-VR 7RAW ORvER
Y7 Y ARD
H
SYMBOLS
COLUMN LINE/GRID LINE
DOOR NUMBER TO COORESPOND
TO ROOM ENTERING
KEY NOTE
PARTITION TYPE
REVISION ��/yq��p���p�� REVISION
J CLOUD AROUND I�LYf�VI�
MATCH LINE
SHADED PORTION IS THE SIDE
CONSIDERED
WORK POINT, CONTROL POINT
OR DATUM POINT
EQUIPMENT NUMBER
BUILDING SECTION (IDENTIFY ON PLAN)
SECTION IDENTIFICATION
SHEET WHERE SECTION IS DRAWN
SECTION IDENTIFICATION
SHEET *ERE SECTION 15 DRAM
WALL SECTION (IDENTIFY ON ELEVATIONS)
DETAIL
DETAIL IDENTIFICATION
SHEET 1 DETAIL 15 DRAWN
DEFERRED SUBM1UALS
!WAWA (WA &ORM FRE 51101Q.ER
OFFICE
102
0
68.5
• 78
-71
•
9 ,_ O p
i' -o°
INTERIOR ELEVATION(5)
ELEVATION IDENTIFICATION
SHEET YIHERE ELEVATION IS
DRAWN
ROOM IDENTIFICATION
ROOM NAME
ROOM NO.
ROOM FINISH GRADE
EXISTING GRADE
PROPERTY LINE
NEW OR FINISHED CONTOURS
EXISTING CONTOURS
TOP OF WALL
TOP OF CURB
TOP OF PAVEMENT
PROJECT NORTH
DENOTES CHANGE IN
ELEVATION
GENERAL NOTES
I. TIE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, LNG VIN6 11E SAFETY OF
ALL PERSONS, PROPERTY, AND FOR ALL IECESSARY INDEPDVABZf 8I&IIEERi16 REV1BIS OF THESE CONDITIONS, NO FOR COI4'LIANCE
NTH OSHA. SAFETY STANDARDS ARCHITECTS MID THEIR CO II - TANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE
REVIEW OF THE ADEQUACY OF TIE CONTRACTORS SAFETY MEASURES.
2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES NTH AU. SPECIFIED PRODUCTS RELATING TO THEIR YORK. TIEY ARE TO SUBMIT YRITTO+H
O11ECTIDN5 PRIOR TO BIDDING, IF TIE CONTRACTOR HAS AN OaECTION TO ANY PRODUCT AND /OR DISCREPANCIES SEVEN DRAYIN65
AND SPECIFICATIONS
a TIE 6BERAL CONTRACTOR SHALL COORDINATE TWEEIR YORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS 516115, 4 DOTER FURNISHED
113 45, Y CH ARE BEING DOLE BY ORIWRS.
4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXiSTM6 CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMEDIATE.Y OF ANY
DISCREPANCIES BETYEBI ACTUAL. FIELD GOI101T10N AHD CONSTRUCTION DOCI V E5 AN0 HOLD ALL YIORK IN 'THAT AREA UNIT & SUCH
DISCREPANCIES ME RESOLVED.
5. 1W 6EERAL CONDITIONS OF TIE CONTRACT FOR CONSTRUCTION, MA DOCUMENT A201, TIE LATEST EDITION, SHALL. BE INSPECTED AT
THE A .0 TEGTS OFFICE.
b. SEPARATE PERMITS, YEN AID /OR Y U YIORK ITEMS ARE DE516WBALD IN NAiURE, SHALL BE OBTAiIED BY THE CONTRACTOR FOR
MrECHANiCAL, FMB*, FIRE 5PRINrLER5 ECTRICAL AND FIRE ALARM DESCRIPTIVE, DETAILED DESIGN NO REQUIRED SUBMITTAL
POOkENTS INFORMATION SHALL BE PROVIDES FOR REVIOM BY THE RE6ULA1114G MINORITIES MD BY THE O'A /i8VANT /ARCNIhCT FOR
APPROVAL PRIOR TO ANY PiORK 13ElN6 PERFORM SEE SPECIFICATIONS FOR REGMIRBENT FOR VESIGWEUILD FIRE
5PR I* ER SYSTEM. 91314T PLAN TO AND OBTAIN PERMIT FROM THE FIRE PREVENTION BUREAU FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODiFICATION.
T. COMET! FIRE SPRNCLER DRAWII% HILL BE SUBI'IT IW BY THE FIRE PROTECTION CONTRACTOR
b. THE INSTALLATION OF AUTOMATIC FRE M EER SYSTf4S SHiALL GOt'ftY YITHH THE INTERNATIONAL B MUM CODE
4. SFEGIAL INSPECTIONS HERE REWIRED BY THE EUILP% OFFICIAL SHALL BE PERFORM BY INSPECITORS APPROVED BY THE WWI* OFFICIAL.
10. ALL FORK DOW %N.- BE N GOEORMANCCE NTH 11E AFFR TED PLANS AN7 PRO. EGT SPECIFICATIONS.
THE APPROVED, PERMED, STAM'ED FLAWS ARE TO REMAIN ON SITE AT ALL TIMES
IL DIEM* ARE TO FACE OF STUD, CONCRETE, OR MASONRY UN.ES6 Ofl€RYISE NOTED
12. DO NOT SCALE DRAI1 SS; ME MSION5 6OMM.
13. Yet GONSTR/CTION DETAILS ARE NOT SHON4 OR NOTED FOR ANY PART OF DE HON , DETAILS SHALL BE THE SAYE AS FOR ODER SIMILAR
YORK. IF QUESTIONS CM NOT BE RESOLVED IN THIS MAWR, CONTACT TIE ARCHITECT PRIOR TO PROCEEDD5.
14. 6EIERA L CONTRACTOR SHALL PROVIDE OMR YON DETAILED CRITICAL PATH SCI LE FOR REAM NV APPROVAL PRIOR TO
START OF COTZTRUCTION UPDATES OF sawn SHALL BE MADE AS 1EGE56SARY rem COPIES PROVIDED TO OM R.
15. ALL FORK A1NV MATERIALS SHALL. BE IN FULL ACCORDANCE YIH 11E LATEST RIES ATV REOLATIOt5 OF THE Aiiat ATONAL WLDNS CODE,
NATIONAL f.EGIR!GAL CODE AND ALL OTDER APPLICABLE STATE OR LOCAL LAYS AN) RE6ULA11ON15.140TH IN& IN 1}ESE DRANNS515 TO BE
MIRED AS TO PERMIT I'M WTGH 15 NOT COWORIINS TO 11E PREV$OI LISTED CMS-
*. PROTECTIVE 1'MM SHALL BE TANN BY DE CONTRACTOR TO FROTECT ADJACENT PROPEft1Y AT ALL Ti:ES DURINS CCtSTRICTiON.
11. 11E GOKIRAGTOR SHALL GO R.Y NTH ALL MST A°PLIGABLE LOCAL ORDINANT6 FOR UTIL.HTY SERVICES.
lb. LIGHT AND VENTILATION SHALL GORILY NTH SECTION 120, 1204 1 1205
M. FIRE IXOGKING 5P'LL BE PROVIDED AT ALL FRAIL HALLS AT LO'-O' O.G. AO ALSO AT ANY LOCATION YiI
MALL FM* FBCIRAIE5 GBLIN5S REFER TO IBC SEC. 109 FIRE ELOCsCQ S AM? DRAFT STOPS FOR CON5TRUCT10N
20. ALL MTEZ FLXIIMS MT COMPLY 1�Ti H RAC 51- 2b-180 MATER CO GERYATIGN MAR ANY maxims FrAcceMA%E 5TA1'DADS
21. Y+lEN CHANGES TO THE WAWA SYSTEM REWIRE A YECHHAICGAL. FEINT THEY SHALL GORILY NTH THE M05T ORVIT
INFORM IELHAVGAL CODE AID NTH AVY LOCAL .1. RI5DCTION RW I.REN'NTe S.
22. PROVIDE LL.IMKATED EXIT SI6NA6E AT ALL RECURS) EXITS.
23. PATCH AND REPAR ALL DUSTIN& MAL.t.S FLOORS AV G51.11166 MAT ME ADAM TO AV) AFFECTED BY WM CONSTRICTION.
24. CONIRAaat 5 TO COMPLY 4T11 CHAFER 33 OF TIE INTLRH M10NAL BUMS CODE G0W 16 PROTECTION OF FWE5iRIANS DIA16 GONS1RlUGT
25. PRIOR TO FIN& INSTECTIat A GERfiFICATE CF GOOI JGTION GOI SiAALL BE READY FOR THE MOTOR. THE CERTIFICATE SHALL
STATE'S UPON PBSONAL KIVAED6E, THAT DE P Z APPEARS TO Me BEM F NFORK D, AVD THE MATEI1ALS I »i IN5TAILLE D
WEAR RI EVERY MAMMAL R FELT E CON'LWICCE NiH 1W FLAW'. TIE =MATE MU6T E!E WED BY OW OR 1/CM OF TT€ FOLLOYV1i5:
(A) Oiler I'W 6•WERPL CONTRACTOR (C) AN APPRO E VDE14f 1ti5PFGTOR OR ItemcroN AMC(
2E. ASBESTOS Alta HAZARDOUS MSTE WAWA
TIC ARGIL +EGT FM( STATES, kV DE OftER ACMCf'.ED6E THAT 11E AROITECT HUl5 K4 PRTMON►1L. LIABZ. TTY OR ODER INSRAVX,
Ulm 15 (MILE ILE TO RFACNAllY OBTANT 9ICH 06.RAMCE) FOR GJl'k5 AZWiS OUT OF 1W FBRfORMANYCF_ CF OR DE FAAURE TO FUTON
��r€ �VK DISU VC ! O~ETC�GTL MIT M ED TO, 'RE P�'AQA110N CF W �, DENS, VRr�/F65, AND 9T:CPGATIGI�fi, AND
PROJECT DIRECTORY
ARCHITECT /CONTACT:
TENANT:
BUILDING OWNER:
GENERAL CONTRACTOR:
PARCEL It:
GRAFT ARCHITECTS, PLLG.
1132 FIRST AVENUE, STE. 408
SEATTLE, WASHINGTON 18101
AIRGAS INC.
1011 ANDOVER PARK EAST
TUKWILA, WA 18188
PROLOGIS
23215 66TH AVE S.
KENT, WASHINGTON 18032
SIERRA CONSTRUCTION
11100144TH AVE, NE
WOODINVILLE, WA 18012
VICINITY MAP
:=Itketrsr
3, fie
02C0611•Quelthe.
SITE PLAN
I' : SD' -0'
•
EST OFF,GE AREA 3)
EXIST 14 (5)
TOTAL FLOOR AREA -
OGOPAANGY SFPAQA1 Q :
EXIT REWRBOT
W VA)
arta
MR CIEE
TOW.
ZOIlN6 8i5TnT:
CODE mat
CON5TRIUCWX
OCOPA NCf GLA56F1CATIO:
UEE STORAGE NV D'iSTR IO!1
TYPE OF waT'.�IGT10Ht
SPR1414ER SYSTEM.:
2623041106
LEGAL DESCRIPTION
?LLG P E AREA:
BASIC A'LL+OMELE I ALP G AREA: MATED
Paw. . FLOOR ACAS
Cf 0 AREA 230 SD FT
1,425 50 FT
14855 50 FT
0 16280 50 Ff
sa&Y CODE RA T:
5C(E OF AM NOT' TO AFFECT G8'T6Y CODE MO.
aoi
B:
y
FAMED
1
3
4
11061RIAL
2003 ECM COTE
1BVAVf 114
�5a _
IIE' ORLKLBED)
FILLY
BUM =PAW
/100=5
1500 =30
45 PEOPLE
WOW WAVE()
Tii
A2.I
A3.I
262304 106 POR SE OF SE }BEG AT SE COR SD SUS TH N 87 -44 -08 W 949.49
FT TH N 01 -47 -29 E 185.61 FT TO TPOB TH CONTG N 01-47 -29 E 362.16 FT TH
ALG A CURVE TO RAT RAD OF 300 FT ARC DIST 90.34 FT THRU C/A OF 17-15-14 TO
N LN OF SOUTHCENTER INDUSTRIAL PARK BEING THE N W OF TR UNDER AUD FILE
/6034786 TH S- 88 -12 -31 E ALG SD N IN OF SOUTHCENTER INDUSTRIAL PARK 474.57( --
FT TO W MGN OF ANDOVER PARK EAST TH SIMLY ALG A CURVE TO LFf ON SD W MGN
THE CENTER OF WH BEARS S 69 -09 -36 E RAD 330 FT ARC DIST 109.71 FT THRU C/A
OF 19 -02 -55 1H S 01 -47 -29 W ALG SD W MGN OF ANDOVER PARK EAST 344.01 FT
TO NE COR OF TR TO NORDSTROM BEST REC 1770520 0140 1H N 88-08-21 W ALG N
W OF SD NORDSTROM BEST TR 470 FT TO TPOB
CODE /ZONING INFORMATION
104-SEPARATB7, IN241EU: FEZ 2003 EC 3023J
Contact:
Phone:
Fox:
Contact:
Phone:
Fox:
Contact:
Phone:
Fox:
Contact:
Phone:
Fax:
SEAN NEWTON
(206) 120 - 1001
(206) 120 -2141
SEE OMR
..LIE GHAN
(253) 520 -0811
(253) 851 -1801
JARROD COOPER
(425) 481 -5200
(425) 481 -5210
ME COPY -
Piermit No.
Men revlM•, ; ---;rl Is subject to errors and =Wont
Soprowl c: - : :t c :� does
Vie ���'::•- - - . __ not Borne
tl
- - 1 mde cr crdinancI Reodpt
of ark: : ' r _ - ...._ b cdmo vledged:
C1 .. --
Datc: . 3 -I -
City of 1Ukvwila
BUILDING DIVISION
FEB 2U _,�,
GETE;RAL. II ?ORMATION
DEMOLITION AMP FLOOR PLANS
DETAILS
•
RE
SEPARAT- PERMIT
r.= `=TZ.:D FOR
itlechankal
VElectrkal
Y ang
VGe s aping
City of Tukwila
BUILDING DIVISIONI
BEWSICINS
t 3 chnages shall be made to tho scopo
t- it#icut prior 42.: rotT1 C:' ,.o i c': i rV. :.cT.s wi.I require a nC rzn £ . :;
and OW include additional plan review lees.
O R D EX
INDEX OF DRAWINGS
arvo
Ff8 o 2W ?;
POW
C
- -�
"STATE OF Vas.!
a r c h i t e c t s
PROJECT NO. 2245.06
air COVER WEFT
DRAWN BY. SR COECKED BY. KLK
£1:i D4iprsI AMI•
U&U5lis
The Global Distribution Solution
47775 Fremont Boulevard
Fremont, California 94538
Phones 510-656-1900
Fax' 510 -681 -4033
02:06/07
DAM 8>E£T T
L
1 •
t a
•
•
1/8" = 1 -0"
FIRST FLOOR DEMOLFIION PLAN
•
A
- - 1
1 /8" = 1' -0"
1 /8" = 1.�.
• •
L
REFLECTED CEILING PLAN
FIRST FLOOR OFFICE PLAN
KEY NOTES:
EXISTING DOOR AND FRAME TO BE REMOVED MD
RELOCATED.
EXISTING OFFICE PARTITION MD FLOORING TO BE
DEMOLISHED, D15PO5E OF ALL DEBRIS.
O3 EXISTING DOOR MD FRAME TO BE REMOVED AND
DISPOSED OF. -
INSTALL NEW LIGHTING PER OWNER RECOMMENDATION.
EXISTING EXIT TO REMAIN
REPAIR AND REPLACE ANY DAMAGED GRID $ CEILING
TILES. EXISTING 2X4 LIGHT FIXTURES TO BE GLEANED
AND ANY BROKEN BILBS REPLACED.
EXISTING DOOR HARDWARE TO BE REMOVED AND
REPLACED WITH NEVI LEVER STYLE OPERATING
HARDWARE. REFER TO ANSI 4042.6. SEE DOOR NOTES
AND DETAILS 4, 5, 4 6 ON SHEET A3.I.
INFILL ORIGINAL DOOR OPENING WITH NEW WALL TO
MATCH EXISTING ADJACENT.
RELOCATED DOOR MD FRAME.
ADD NEW CEILING GRID ABOVE NEW HALLWAY MATCH
EXISTING ADJACENT.
LEGEND= Pol g-1
EXIST. WALLS / PARTITION TO REMAIN
EXIST WALLS / PARTITIONS TO BE DEMOLISHED
NEW PARTITION
• EXISTING DOCK -HIGH DOOR
•
GENERAL NOTES,
EXISTING RAIL DOOR ``')L � ...•:r-
•
<<. •
I. Al.! EXISTING 13UI1DIN6 •OW+5, EXTERN
WALLS, EXTERIOR MOM, AND STIRGIUML
ER5 TO REMAIN.
2. ALL NEW PARTITION WALLS TO RECEIVE SMOOTH
WALL FINISH. PANT, RIABBF..R BASE, TO MATCH
EXISTING.
3. CGIFIRM OPERATION OF EXISTING EXIT LIGHTIN9
A� SI6NA6E; REPAIR OR REPLACE AS NECESSARY.
4. `Eh( PAINT ON ALL INTER/OR WALLS MATCH
EX 5TiK6.
5. 1 W CARPET IN OFFICE MD SHCORGOK.
6_ VCT 14 REST ROOM5, BREAK, AND STORAGE
1_ COV,RM OPERATION AND LOCATION IGN OF EAST.
E N GYYpP�ATHWAY LIGHTN AND I RZ
5MRS, Rt'PAIR, �I. OR feALLOCATE
AS MCMSARY.
e0 AMNIA
FEB 0) 8 CO? 1
-
•
REVISIONS.
ea
KATHRYN '!
STATE OF W; r-:; ; •.
a r c h i t e c t s
PROGT NO. 224
GREET lm.EI FLOOR PLAN, RCP b DEMOLITION PLAN
DRAWN 8Y• SN CHECKED BY. NBC
Ii..I.a D �e�i wMI II 0+
neir r us.ussom,
The Global Distribution Solution
47775 Fremont Boulevard
Fremont, California 94538
Phones 510- 656 -1900
Fax. 510-661-4033
DA?6 02/06107 9!$T• A2
•
TYPICAL DOOR HEAD
Seale: S'z1' -0
TYPICAL DOOR JAMB
SGale: 3' =I I-O'
C DOOR AND TRIM
i •
u
•
V
�— WALL TYPE AS SCHEDULED
y s
1
c DOOR AV TRIM
coax AVTRIM -
DOOR AND
— WALL TYPE AS SCHEDULED
IX4WObD CASING �FMSH TO MATCH
EXISTING
5/8' 61A6
•
IX2WOOD CASING
FINISH TO MATCH
EXISTING
I 1/4' WOOD JAMB
1/2' Y OOD STOP
1 3/4' WOOD DOOR
AS SCHEDULED
5/8' 6WB
I 1 /4' WOOD JAMB
1/2' MOD STOP
I 3/4' MOD DOOR
AS SUULED
CARPET
DOOR
TRAN51110N STRIP
TILE (QT)
DOOR
r FLOOR FINISH MAIL
SAK ON BOTH SIDES
1/4' OF OPE1tN
RAIL FLOOR MAIL
DOOR
lRAW. ` 51!ZR
CPT REDIZER STRIP
CARPET
SILL/FLOOR TRANSON
DOOR NOTES:
I. ALL DOORS w/ A LATCH SET OR LOCK SET SHALL
HAVE LEVER TYPE OPERATING HARDWARE.
2. ALL FINISH HARDAARE SHALL BE FULLY ACCESSIBLE.
REFER TO ANSI 404.2.6.
3. INTERIOR LOGK5ET5 TO BE HEAVY DUTY CYLINDER
TYPE.
4.
THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE
MORE THAN ONE OPERATION PER IBC 1008.1.85
5.
ALL DOORS PV CLOSERS SHOULD CLOSE IN A MIN 3
SECONDS FROM AN OPEN POSITION.
b.
COORDINATE LOCKS 4 KEYING WITH OWNER.
FRAME TYPES
3' -4'
7
2
I: WOOD FRAME, SIZE TO
FILL OPENING.
•
A 1
! ill
l 111 lilll1111111111111111011llllllIIIIIIIIIII
4 - $12 6A. SEISMIC SPLAY
BRACE AIRES
2 - $1214 6A %RENS
STUDS TO T-BAR
lir POP
RIVET ALL
HALL
ONE
WALL ANGLE
5GIEDULE MAX. HT of COMPRESSION STRUT
SW SIZE 4 6A S .E STUD PG(LE 51UD
I- 518'x20 6A 56 1.- 11
2-1/2' x 20 GA 55 1 -1' I6'-b'
3-1/2' x 20 GA 55 1'-4' 22'-1'
15/8' x 20 GA WC 10' -0' 114?
NOTE: ATTACH UOIALE MO VfB TO FLANGE VV! *6 SCREW 0 l8' O.G.
SUSPENDED CEILING DETAIL
NTS
•
X12 GA VERTICAL MIRE
HORIZONTAL STRWI
TYPICAL CONTIMk US
1 BOARD PROVIDE V2'
SPADE OPPOSING
MAIN RIMR OR CROSS TEE WALL
INFILL PARTITION WALL 2
ivr.ra
•
111111 11111 IIIIIII III111IIIIII111111111111IIIII
EXISTING MU-
t WILL FALL
�- Mn. snb COMMON
STRUT. FOR SIZE I NO.
Sff 5GfD. Bq.ONI ATTACH
• PURI.M ABOVE W 2* SHr
MiL SGRB15. DOW
ATTACH TO 511FFB6t5.
CJ's' 6C W1 ST - JOINTS
MTL STUD FRA vE TO MATCH
EXISTING W R-i9 BATT INSULATION
MTL STUD RAWER ATTAC.i'ED TO EXST.
CM. SLAB W►' 502' DA. LOW - VELOCITY
POitER-DR/Vei FASTENER N I I/4'
PeCTRATIO N MN. PER STUD
M V.PAGTAFRS . E AT:•0 6
•
SUSPENDED CEILING NOTES:
NOTE: SEISMIC REQUIREMENTS FOR SUSPENDED CEILINGS
REFERENCE CISGA (CEILING 4 INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION)
'SEISMIC 3 -4 GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT4IJNG SUSPENDED
CEILING ASSEMBLIES' AND ASGE (AMERICAN SOCIETY OF CIVIL ENGINEERS) 1-02
'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' q.6
A HEAW DUTY T-BAR GRID SYSTEM SHALL BE USED
PER IBC 104.11 AND 104.11.1, ARMSTRONG'S 'PRELUDE XL' SUSPENSION SYSTEM SHALL
BE USED. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE IS ALLOID
TO BE 1/8' *EN AN ARMSTRONG BERG2 CLIP 15 USED AT THE TWO UNATTACHED
WALL ENDS WITH A CLEARANCE OF I/2' TO 5 /8'. THE OTHER TWO ADJACENT WALL
ENDS SHALL BE ATTACHED. THE STABILIZER BARS AT THE PERIMETER ARE ALLOWED
TO BE ELIMINATED.
FOR CEILING AREAS EXCEEDING 1000 SQUARE FEET, HORIZONTAL RESTRAIN OF THE
CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS
OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL. RI61D BRACES
ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND
ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT
RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO
LESS THAN I/4° FOR THE LOADS PRESCRIBED IN ASGE 1 -02 4 1.6.13.
FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT
OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT
EXCEEDING 2500 SQUARE FEET SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES
ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC
FORCES WHICH DEMONSTRATE CEILING SYSTEM PENETRATION AND CLOSURE ANGLES
PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ADDITIONAL MOVEMENT.
EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH ITEM
B AND HORIZONTAL RESTRAINTS OR BRACING IN ACCORDANCE WITH ITEM C.
EXCEPT VIHERE RIGID BRACES ARE USED TO LMT LATERAL DEFLECTIONS, SPRINKLER
HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE, OR
ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST I
INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN
ACCOMMODATE I INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS ARE
PERMITTED TO BE PROVIDE AT THE TOP OF THE SPRINKLER HEAD EXTENSION.
CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING.
CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF
THE CEILING.
SUSPENDED CEILINGS SHALL BE SIECT TO THE SPECIAL INSPECTION REQUIREMENTS
OF ASCE 1-02 SECTION A.133. REQUIRED PERIODIC SPECIAL INSPECTIONS
DURING THE ANCHORAGE OF SUSPENDED CEILINGS.
3/4' CST, STUDS, OR WIRE ® 6' -0'
O.G. MAX. SECURE TO STRUCTURE
A80VE 4 FLATTEN TO ATTACH TO
STUDS PER MF'R'S REGONNDATIONS
4 TO MEET IBC SEISMIG
REQUIREvENTS
R-21 BATT INSULATION
6PU O/3-V x i- ', 25 6A MTL.
STUD FURRING 24' O.G. MAX I/2'
DEFLECTION (L240) YV R I1 BATT
I10t* ATION W/ FSi- 25 VAPOR
BARRIER NERF. EXPOSED A9
AT WARM WALLS
PROPPED ACCVSTICAL CEILING
MTL STUD MINN ATTACHED TO EXST.
LANG. SLAB IV 5/32' DA. LOW - VELOCITY
POPER-DRIVEI FAS rT1L' . W/ 11/4'
PE (RATION MN. PER STO
M,AN AGTUR."R RECOnl NDATIONS
L JLi
1
' r•• t . a ,.
a . •
, r oc „ E .
OFFICE PAR11T1ON WALL ( �
ivr. ra
WALL TYPES
a ..
FEB 25
•
pL 60jEcT P . 2245.06
1a
FEB 08lt1
PERIAETCENTEFI
•
KATHRY: i i • -.
STATE OF
SHEET TRLS WALL TYPES AM DUALS
DRAWN BY. SN CHECKED BY. KMC
•ial d ItISA
•� j' r I U &U5I mf
The Global Distribution Solution
47775 Fremont Boulevard
Fremont, California 94538
Phones 510 -656 -1900
Fax' 510- 861-4033
DATE 02/'06107
.A3.1
I