HomeMy WebLinkAboutPermit D08-049 - IHOP - BATHROOMIHOP
17250 SOUTHCENTER PY
SUITE 104
D08 -049
Parcel No.: 2623049117
Address: 17250 SOUTHCENTER PY TUKW
Suite No:
Tenant:
Name: IHOP
Address: 17250 SOUTHCENTER PY #104 , TUKWILA WA
Owner:
Name: WIG PROPERTIES LLC -SS
Address: 4811 134TH PL SE , BELLEVUE WA 98006
Phone:
Contact Person:
Name: LESHYA WIG
Address: 4811 134 PL SE , BELLEVUE WA 98006
Phone: 425 - 957 -4774
Contractor:
Name: WIG PROPERTIES LLC -SS
Address: 4811 134TH PL SE , BELLEVUE WA 98006
Phone: (425)641 -2044
Contractor License No: WIGPRPL945N3
DESCRIPTION OF WORK:
INSTALL BATHROOM WALLS AND PLUMBING FIXTURE, ROUGH -IN PLUMBING, UTILITY STUB,S COMPLETE LANDLORD
WORK TO PREPARE SUITE FOR TENANT IMPROVEMENT WORK.
Value of Construction: $10,000.00 Fees Collected: $388.13
Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006
Type of Construction: V -B Occupancy per IBC: 0019
doc: IBC -10/06
CitAbf 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
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D08 -049
Issue Date: 02/29/2008
Permit Expires On: 08/27/2008
Expiration Date: 08/23/2008
D08 -049 Printed: 02 -29 -2008
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:
Storm Drainage:
Street Use: Profit: N
Water Main Extension: Private:
Water Meter: N
Permit Center Authorized Signature- PAS L Date: l 2 tOio
I hereby certify that I have read and x ed this " permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied
Signature:
Print Name:
doc: IBC -10/06
City dliiTukwila
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
xd,A
, whether specified herein or not.
Permit Number: DO8 - 049
Issue Date: 02/29/2008
Permit Expires On: 08/27/2008
Date:
Public:
Non - Profit: N
Public:
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 performance of work. I am authorized to sign and obtain this development permit.
'- /c c Jog
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.
D08 -049 Printed: 02 -29 -2008
1: ** *BUILDING DEPARTMENT CONDITIONS * **
•
City of Tukwila
Parcel No.: 2623049117
Address: 17250 SOUTHCENTER PY TUKW
Suite No:
Tenant: IHOP
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
PERMIT CONDITIONS
Permit Number: D08 -049
Status: ISSUED
Applied Date: 02/01/2008
Issue Date: 02/29/2008
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: 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.
6: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
7: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall
be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum
distance of 4- inches shall be maintained above the controls with the strapping.
8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
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: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A,
20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
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
doc: Cond -10/06
D08 -049 Printed: 02 -29 -2008
• •
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
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)
15: 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)
16: 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)
17: 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)
18: Maintain fire extinguisher coverage throughout.
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: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
22: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinkler heads. (ffC 901.4)
23: 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 sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050)
24: 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)
25: 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)
26: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth
in Table No. 803.5 of the International Building Code.
27: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use.
28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
doc: Cond -10/06
D08 -049 Printed: 02 -29 -2008
(206)575 -4407.
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
* * continued on next page **
D08 -049 Printed: 02 -29 -2008
0 lb
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
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
construction or the performance of work.
Signature:
Print Name:
vei
Vest, it ~1/ i
doc: Cond -10/06 D08 -049
Date: /O 9 /
ordinances governing
or local laws regulating
Printed: 02 -29 -2008
CITY OF TUKWIL
Developmen Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.c.i.tukivihi.wa. u.'.
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
Site Address: 112 50 SouTR E.NTER PARKWAY
Tenant Name: IHOP
Property Owners Name: Wi4 PRoPERTE5 , LLC
Mailing Address: H811 134lt PL. SE
Name: LESITYA Wt4 / W PRoPERT►ES, LLC. 55
Mailing Address: N Sit 134 PL. SE
E -Mail Address: Ie5VI 0.Wig@ WisProper+ie5 . corn
Company Name:
Mailing Address: ( 4 1 O it .. rr
Contact Person:Iw / W 4 .- ���
E -Mail Address: �
Contractor Registration Number:
Company Name: FREI/tEIT $` Ho ARCHITECT LNG., PS.
Mailing Address: 10230 NE Polp.ers CU. , Su i . 3Q0
Contact Person: Nu13ERT ( SONNY) V1NBER4
E -Mail Address: S VInber5echoarx.ln.con,
Contact Person:
Building Pe o. V a 041
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No. ros.ou,
(For office use only)_
King Co Assessor's Tax No.: Z623O'I ' O BO - OBI. 117
Suite Number: toy Floor: ( *T.
New Tenant: Yes ❑..No
pE4l Ev
City
WA
State
9%006
Zip
CONTACT :PERSON - who dove contact when is ready.to be issue
Day Telephone: (425 957- 1477
BEI.t.EVuE WA 98x46
City State Zip
Fax Number 425) 865- $bye
GENERAL :CONTRACTOR INFORMATION - . • • • .. • ::
• (Contractor infor. nation.fbrAMcchanical (pg for :Plumbing and Piping (pg 5)) : �; f^ '•
qS (o
City State Zip
Day Telephone: 9 c2S 3 - 3 .
Fax Number:
Expiration Date:
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
KteicLArto WA
City State
Day Telephone: (t25) 8Z7
Fax Number: £ 1125) sae- b a9g
98033
Zip
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
City
Day Telephone:
E -Mail Address: Fax Number:
Q \Applications \Fortes- Applications On LineU -2006 - Permit Application.doc
Revised. 9 -2006
bh
State
Zip
Page 1 of 6
•
BUILDING PERMIT INFOION -
Valuation of Project (contractor's bid price): $ Q j CCO Existing Building Valuation: $ * 2. Mtt.t.►oN
Scope of Work (please provide detailed information): INSTAu- 0,41119400 v/Aru4 4 PLUMOING FI -rtME , RouG.N -IN
PwHBr4CA, UT1L111' STOet5. &oMPi•ET'E 1- ANNOt.o2D WORK rD (PREPARE Some FoR 1 M4niT
It'I PRoVEN ENT WORK.
Will there be new rack storage? ❑ Yes
X . No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
NSA 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:
Y gr Sprinklers Automatic Fire Alarm ❑ None Other (specify) E,X*T%N4 SYSTEM
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ' No
If' yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets.
NSA 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 LineU -2006 - Permit Application.doe
Revised: 9 -2006
bh
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1 Floor
4b, 6h
;150
0
\f-e,
A-2
2n Floor
3 Floor
Floors thru
Basement
Access Structure*
t'
Attached Garage ..
.Detached Garage
Attached Carport,
Detached Carport
Covered Deck
Uncovered Deck
•
BUILDING PERMIT INFOION -
Valuation of Project (contractor's bid price): $ Q j CCO Existing Building Valuation: $ * 2. Mtt.t.►oN
Scope of Work (please provide detailed information): INSTAu- 0,41119400 v/Aru4 4 PLUMOING FI -rtME , RouG.N -IN
PwHBr4CA, UT1L111' STOet5. &oMPi•ET'E 1- ANNOt.o2D WORK rD (PREPARE Some FoR 1 M4niT
It'I PRoVEN ENT WORK.
Will there be new rack storage? ❑ Yes
X . No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
NSA 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:
Y gr Sprinklers Automatic Fire Alarm ❑ None Other (specify) E,X*T%N4 SYSTEM
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ' No
If' yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets.
NSA 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 LineU -2006 - Permit Application.doe
Revised: 9 -2006
bh
Page 2 of 6
•
PERMIT APPLICATION NOT" — Applicable to all permits in this application
PP P PP
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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
B Signature:
g ER OR HORIZED AGENT.
Signature: 1 - 1
Print Name: M 1 2 E
Mailing Address: OU_IN ak- @ V-513 Q f 0 ye f-h e • L o 11^
Date Application Expires:
- / - 0 8
Date Application Accepted:
Q: \Applications \Forms - Applications On Line U-2006 - Permit Application doc
Revised 9 -2006
bh
Day Telephone:
City
Date: 11 I o "
1?,c 6CH cD{7
Zip
Page 6 of 6
RECEIPT NO: R08 -01815
Initials: JEM
User ID: 1165
Payee: STRAIGHTLINE BUILDERS, INC.
SET ID: 0527 SET NAME: IHOP
SET TRANSACTIONS:
Set Member Amount
60.00
PG08 -082 583.88
TOTAL: 643.88
TRANSACTION LIST:
Type Method Description
Payment Check 1873 643.88
TOTAL: 643.88
ACCOUNT ITEM LIST:
Description
GAS - NONRES
PLAN CHECK - NONRES
PLUMBING - 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
SET RECEIPT
Payment Date: 05/27/2008
Total Payment: 643.88
Amount
Account Code Current Pmts
000.322.103.00.0 143.10
000/345.830 164.78
000.322.103.00.0 336.00
TOTAL: 643.88
2884 05/27 9710 TOTAL 643.
Receipt No.: R08 -00286
Initials: BLH
User ID: ADMIN
Payee: WIG PROPERTIES LLC
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
•
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:/lwww.ci.tukwila.wa.us
000/322.100
000/345.830
000/386.904
RECEIPT
TRANSACTION LIST:
Type Method Description Amount
Payment Check 2825 388.13
Account Code Current Pmts
232.50
151.13
4.50
Total: $388.13
Parcel No.: 2623049117 Permit Number: D08 -049
Address: 17250 SOUTHCENTER PY TUKW Status: PENDING
Suite No: Applied Date: 02/01/2008
Applicant: IHOP Issue Date:
Payment Amount: $388.13
Payment Date: 02/01/2008 04:24 PM
Balance: $0.00
8015 02/04 0710 TOTAL 388.13
doc: Receiot -06 Printed: 02 -01 -2008
v
Project:
TT t� 3 LA ,
Type of Inspecti n:
ma c'. ,8 i \ k
Address. i
1 7 .S c r ?) , i. • K,�
Date Called.
-1 -_
Special Instructions:
bate Wanted:
9 . 7 4 ,. x ,_ 5
m.
Requester:
Phone No:
I
INSPECTION RECORD
Retain a copy with permit
0 �
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION Y
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
INSPECTION NO.
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
S hC ( p ! JU 1*
Inspef'tor:
Date: n
$60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
(Date:
September 18, 2008
City of Tukwila
Building Department
6200 Southcenter Boulevard
Tukwila, Washington 98188
Project: Southcenter Square
Address: 17200 Southcenter Parkway, Tukwila
We state that the work requiring special inspection was, to the best of our knowledge, in
conformance with the approved plans and specifications and the applicable workmanship
provision of the building code. Our knowledge is limited to our reports.
All typewritten reports have been mailed to your office or are enclosed. All reports appear to be
complete. This report should not be considered as a warranty for conditions and /or details of the
building.
Items inspected are:
1. Epoxy grouting
Sincerely,
OTTO ROSENAU & ASSOCIATES, INC.
3uLcii\ (i)-cir\Q,u_ nna
Susan Rosenau -Moser
Vice President
Fax c: Kai Plambeck
OTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA
Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221
WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com
Permit Nu
Job Numbe
r(s): D08 -049
06-6t13
RECEIVED
SEP 2 4 2008
COMMUNITY
DEVELOPMENT
Georgia -Pacific
DensShield®
Tile Backer
Manufacturer
Primary Uses
Submittal
Approvals
ni\-k Mpg - o99
Georgia-Pacific Gypsum LLC
133 Peachtree Street, 8th floor, Atlanta, GA 30303
Technical Service Hotline 1- 800 - 225 -6119 or www.densshield.com
DensShield should not be used as a shower pan base.
DensShield should not be used for exterior installations.
DensShield should not be used as a base for nailing and mechanical fastening.
DensShield should not be used in conjunction with passive solar heat systems
For floors, use floor grade tile, 2" x 2" or larger.
Use framing or furring when applying over concrete or block.
DensShield should not be used , n shower floors.
Job Name
Contractor
Date
Technical Service Hotline 1.600.225.6119 or
www.densshield.com
Description DensShield" Tile Backer is a substrate that, when properly installed, is virtually unaffected by water or moisture vapor — making
it excellent for protecting both tile installations and stud cavities. DensShield is composed of a proprietary, water - resistant treated
core that is covered front and back with fiberglass mats. The mats are permanently integrated with the core during manufactur-
ing, preventing delamination problems that can occur with paper faced greenboard. On the tile side, DensShield's exclusive heat -
cured acrylic coating stops surface water and retards moisture t'ansmission, protecting the wall cavity.
Unlike cementitious backer boards, DensShield does not require a separate water barrier. DensShield is 17 to 32 lbs. lighter per
panel, depending on panel size, than cement board, which makes installation easier. DensShield provides excellent dimensional
stability and strength so it can be installed parallel or at right angles to framing in wall and ceiling applications.
DensShield Tile Backer, with its patented fiberglass mat design, has been independently tested, as manufactured, in accordance
with ASTM D 3273 and has scored the highest achievable rating (10 out of 10) for mold resistance DensShield Tile Backer has
been shown to be excellent for tile and non -tile installations in wet and non -wet applications, in areas of high humidity, and in fire -
rated wall assemblies. Its ideal for interior walls, ceilings, residential and light commercial floors and countertop applications in
high moisture areas such as baths, showers, kitchens, laundries. swimming pool areas and locker rooms.
DensShield provides an excellent backer for sidewalls and ceilings in bathtub and shower installations, where it provides an
even, solid substrate for tile. DensShield may also be finished with paint or wallpaper for non -tile areas that require superior fire
and moisture resistance where its moisture barrier and water - repelling qualities are desirable. DensShield also adds stabilizing
and fire resistant qualities to countertop installations.
1/4 and 1/2" x 4' wide DensShield can be used as a substrate in floor tile applications for residential and light commercial use
as defined in the Handbook for Ceramic Tile Installation by the Tile Council of North America.
Limitations Tiles should be applied on the gray coated side of DensShield.
DensShield should not be used in commercial saunas, steam rooms, around fireplaces or areas where prolonged exposure to
heat exceeds 125 °F.
ki
-t
Adhesives alone should not be used to install DensShield. Nails, screws or staples may be used alone or in combination
with adhesives.
Since DensShield has a built -in moisture barrier, never install vapor retarders directly behind DensShield Tile Backer. In retrofit
applications, some paints or other wall coverings may constitute a vapor barrier; remove or effectively penetrate these coverings
prior to installing DensShield.
ronramed-30-
Georgia-Pacific
Dens Shield
Tile Backer
Technical Data
Product Data
Testing by SGS U.S. Testing Company Inc. according to method ASTM D 3273 demonstrated that DensShield° Tile Backer effectively
resists mold growth, scoring the highest achievable rating of 10.
When tested in conformance with ASTM E 96, DensShield achieved a perm rating of less than 1.5 alone, 1.0 with dry set mortars
and .5 when applied with a Type 1 tile mastic.
DensShield has passed the ICRO required percolation test permitting application without a separate water barrier.
In an independently witnessed shower installation test, DensShield was subjected to a shower of water at 110 °F for 15 minutes
per hour for a one -year period —the equivalent of 28 years of showers —in an installation with no grout. No deterioration of the
tiled wall and framing members due to water infiltration occurred.
5/8" DensShield' Fireguards' Tile Backer is fire rated for both 1 -hour and 2 -hour wall assemblies.
5/8 " DensShield Fireguard meets ASTM criteria for Type X (Type X fire resistant); therefore it can he substituted for Type X gypsum
board specified in generic rated wall assemblies listed in the Gypsum Association Fire Reference Design Manual, Publication GA -600.
DensShield Fireguard De Backer is UL Classified, Type DS, in UL Design Nos U301. U302, U305, U309, U337, U342, U354, U355,
U411, U425, U465, V417 and V419.
DensShield has passed the TCA Robinson Floor Test in both 1/4" and 1/2" x 4' wide thicknesses with a rating of light commercial.
Thicknesses: 1/4"— 6 4mm, 1/2 "- 12.7mm, 5/8 "- 15.9mm, type X
Width and Length. 4' x 4' (1/4 "); 32" x 5" (1/2 "); 4' x 5' and 4' x 8' (1/2 "), 4' x 8' (5/8 ")
Edges. Square
Conforms to ASTM C 1178 Fiberglass Mat Water - Resistant Gypsum Backing Panel
Georgia -Pacific
Gypsum
SALES INFORMATION AND ORDER PLACEMENT
U S.A. Midwest 1- 800 -876 -4746 West: 1- 800 - 824 -7503
South 1- 800 - 327 -2344 Northeast: 1- 800 -947 -4497
CANADA Canada loll Free. 1- 800 - 387 -6823
Quebec Toll Free 1- 800 - 361 -0486
TECHNICAL INFORMATION
Georgia-Pacific Gypsum Technical Hotline
U S A and Cann. 1-800-225-6119
www.gpgypsum.com
Member of
VIII AI
l III LI
CAUTION: For product fire, safety and use
information, go to gp.com /safetyinfo.
[•2]38 Georc.d'aca • (vpsurr -, C all r ,r K :covet: '•once .- the U S A S'U9 3' L' her f T5'5
TRADEMARKS
The Georgia- Pacific logo and
all trademarks are owned by
or licensed to Georgia - Pacific
Gypsum LLC.
UPDATES AND CURRENT
INFORMATION
The information in this
document may change without
notice. Visit our website at
wwwgpgypsum.com for updates
and current information.
LIMITATION OF REMEDIES
AND DAMAGES
Unless otherwise stated in
our written warranty for these
products, our sole liability for
any product claim shall be
limited to reimbursement of the
cost of repair or replacement
of the affected product, up to
a maximum amount of two
times the original purchase
price for the affected product.
We shall not be responsible
under any circumstances for lost
profits, damage to a structure
or its contents, or indirect,
incidental, special or conse-
quential damages. Claims
shall be deemed waived if
they are not submitted to
us in writing within ten (10)
days after discovery of a
product defect /circumstance
giving rise to a claim.
CAUTION: For product fire,
safety and use information,
go to gp.com/safetyinfo.
HANDLING AND USE
CAUTION: This product contains
fiberglass. Fibers and dust may
be released from this product
during normal handling and
may result in skin, eye and
respiratory irritation. Avoid
breathing dust and contact
with the skin and eyes. Follow
these standard work practices:
Wear a loose- fitting, long -
sleeved shirt and long pants,
protective gloves and eye
protection (goggles or safety
glasses with side shields). Wear
a dust mask when sanding.
Additional protection such as
NIOSH- approved dust mask may
be needed in poorly ventilated
areas or when very dusty. Do
not use a power saw. For
Technical Service Hotline 1.800225.6119 or
www.densshield.com
Material Safety Data Sheet
or additional information,
call 1 -800- 225 -6119 or visit
www gpgypsum corn
FIRE SAFETY CAUTION
Passing a fire test in a
controlled laboratory setting
and /or certifying or labeling a
product as having a one -hour,
two -hour, or any other fire
resistance or protection rating
and, therefore, as acceptable
for use in certain fire rated
assemblies /systems, does not
mean that either a particular
assembly /system incorporating
the product, or any given piece
of the product itself, will
necessarily provide one -hour
fire resistance, two -hour fire
resistance, or any other specified
fire resistance or protection
in an actual fire. In the event
of an actual fire, you should
immediately take any and all
actions necessary for your
safety and the safety of others
without regard for any fire
rating of any product or
assembly /system.
07 -15 -2008
LESHYA WIG
4811 134 PL SE
BELLEVUE WA 98006
RE: Permit No. D08 -049
17250 SOUTHCENTER PY TUKW
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 08/27/2008 , your permit will become null and
void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
M
xc:
Ter Marshall,
it Technician
Permit File No. D08 -049
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
April 17, 2008
Leshya Wig
Wig Properties
4611 — 134 Place SE
Bellevue WA 98006
RE: Letter of Incomplete Application # 1 — Revision #1
Development Permit Application D08 -049
IHop — 17250 Southcenter Py, Suite 104
Dear Ms. Wig,
This letter is to inform you that your revision to your permit application received at the City of Tukwila
Permit Center on April 10, 2008 is determined to be incomplete. Before your application can continue
the plan review process the following items from the following department need to be addressed:
Building Department: Allen Johannessen at 206 433 -7163 if you have any questions
concerning the following comments.
1. This revision is required to be under a separate tenant improvement permit. Prior to applying
for this permit, the applicant will need to provide a copy of King County Health Department
approved plans.
Planning Department: Moira Bradshaw at 206 - 431 -3651 if you have any questions
concerning the following comments.
1. Please provide sheets A3.2 and A3.7 in your submittal packet.
Please address the comment above in an itemized format with applicable revised plans, specifications,
and /or other documentation. The City requires that two (2) sets of revised plans, specifications and/or
other documentation be resubmitted with the appropriate revision block.
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) 431 -3670.
Sincerely,
Brenda Holt
Permit Coordinator
•
City of Tuktvila Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
Enclosures
File: D08 -049
P:\Permit Center\Incomplete Letters\2008\D08 -049 Incomplete Ltr #1-Rev # 1.DOC
jem
•
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
Ik
ARCHITECTS, INC., P.S.
10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033
P:425.827.2100 F:425.828.6899 WWW.FHOARCH.COM
February 13, 2008
CITY OF TUKWILA — DEPARTMENT OF COMMUNITY DEVELOPMENT
6300 SOUTHCENTER BOULEVARD, SUITE # 100
TUKWILA, WA 98188
ATTN: ALLEN JOHANNESSEN
RE: BUILDING DIVISION REVIEW MEMO
Mr. Johannessen:
I am responding back to the content in the building division review memo for the project IHOP. The building division
review memo requested us to provide ceiling framing details for the bathroom. We drew ceiling framing plan at
restroom on 26/A6.0 showing the placement and size of the stud needed to span for the ceiling. The detail of the
partition bracing above ceiling on 10/A6.0 has been updated in response to the building division review memo. We
also added ceiling framing at demising wall detail on 19/A6.0 showing how to connect ceiling frame to demising wall.
If you have any question about the details, contact Freiheit & Ho Architects, INC., P.S. at 425 - 827 -2100.
Sincerely,
FREIHEIT & HO CJIITECTS, INC., P.S.
Ly C. Ho
Architectural Designer
FREIHEIT
• •
FREIHEIT & HO
CORRECTION
LTR #
008- 09'J
FEB 19 2008
'EHtvii I CENTER
•
February 8, 2008
Leshya Wig
Wig Properties LLC -SS
4811 — 134"' Place SE
Bellevue, WA 98006
RE: CORRECTION LETTER #1
Development Application Number D08 -049
IHOP —17250 Southcenter Py, Suite 104
This letter is to inform you of corrections that must be addressed before your development permit can be
approved. All correction requests from each department must be addressed at the same time and
reflected on your drawings. I have enclosed comments from the Building Department. At this time the
Fire, Planning and Public Works Departments have no comments.
Building Department: Allen Johannessen, at 206 - 433 -7163 if you have questions regarding
the attached comments.
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that four (4) complete sets of revised
plans, specifications and /or other documentation be resubmitted with the appropriate revision
block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Corrections /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 (206) 431 -3670.
encl
cerely,
enia'.t
Perm't Coordinator
•
Cizy of Tukwila
�a-
xc: File No. D08 -049
P:\Permit Cen ter \Confection Letters\2008\D08 -049 Correction Ltr #1.DOC
wer
•
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
e
•
Building Division Review Memo
Date: February 07, 2008
Project Name: IHOP
Permit #: D08 -049
Plan Review: Allen Johannessen, Plans Examiner
1. Please provide a ceiling framing details for the bathrooms.
•
Tukwila Building Division
Allen Johannessen, Plan Examiner
I
The Building Division conducted a plan review on the subject permit application. Please address the
following comments in an itemized format with revised plans, specifications and /or other applicable
documentation.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet
stamped, not copied.)
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
ACTIVITY NUMBER: D08 -049 DATE: 04 -21 -08
PROJECT NAME: IHOP
SITE ADDRESS: 12750 SOUTHCENTER PY
Original Plan Submittal
Response to Correction Letter #
X Response to Incomplete Letter # 1
X Revision # 1 After Permit Issued
DEPARTMENTS:
ivi �ion l
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
APPROVALS OR CORRECTIONS:
Documems/rouiing slip.doc
2 -28 -02
• PERMIT COORD COPY •
PLAN REVIEW /ROUTING SUP
Fire Prevention
Structural
Incomplete
TUES/THURS ROUT NG:
Please Route Structural Review Required
REVIEWER'S INITIALS:
II
n
❑ No further Review Required
DATE:
DATE:
anning Division
Permit Coordinator
n
DUE DATE: 04 -24 -08
Not Applicable n
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
DUE DATE: 05-22-08
Approved n Approved with Conditions Ff Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D08 -049
PROJECT NAME: IHOP
Original Plan Submittal
DATE: 04 -10 -08
SITE ADDRESS: 17250 SOUTHCENTER PY - SUITE 104
Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 After Permit Issued
DEPART ENTS• c ,,
Btli4g 'vision 11
Y�-
�ub is Wore �= 00
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete ❑ Incomplete
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: 4'17'0 LETTER OF COMPLETENESS 'LED:
Departments determined incomplete: Bldg le Fire ❑ Ping I PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route n Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
41 t)ERMIT COORD COPY •
PLAN REVIEW /ROUTING SLIP
Vii) P CH D'
Fire Prevention
Structural
DUE DATE: 04 -15-08
No further Review Required
DATE:
DUE DATE: 05 -13 -08
Not Approved (attach comments)
DATE:
M d 1 Lab
Planning Division
Permit Coordinator
Not Applicable
n
n
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D08 -049 DATE: 02 -19 -08
PROJECT NAME: IHOP
SITE ADDRESS: 17250 SOUTHCENTER PY STE 104
_ Original Plan Submittal Response to Incomplete Letter #
X Response to Correction Letter # 1 Revision # After Permit Issued
DEPARTMENT :
Bui gD son
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Please Route
Documents/routing slip.doc
2 -28 -02
PERMIT COORD COPY •
PLAN REVIEW /ROUTING SLIP
TUES/THURS R UTING:
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Fire Prevention
Structural
Incomplete
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
Structural Review Required
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
u
Planning Division
❑ Permit Coordinator
DUE DATE: 02 -21 -08
No further Review Required
DATE:
Not Applicable
Not Approved (attach comments)
DUE DATE: 03-20 -08
DATE:
U
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D08 -049 DATE: 02 -01 -08
PROJECT NAME: IHOP
SITE ADDRESS: 17250 SOUTHCENTER PY, STE 104
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTM � n
Buildi1ng i visl o n �
Public Works
9144m wiA
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES/THURS ROUT NG:
Please Route Structural Review Required
REVIEWER'S INITIALS:
� PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
Documents/routing slip.doc
2 -28 -02
APPROVALS OR CORRECTIONS:
Fire Prevention
Structural
Incomplete
-
14
DATE:
DATE:
2 - 6 L19 j 5
P4 g Division
Permit Coordinator
No further Review Required
DUE DATE: 02-05 -08
Not Applicable n
n
DUE DATE: 03-04-08
Approved n Approved with Conditions n Not Approved (attach comments) gl
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg WI Fire ❑ Ping ❑ PW ❑ Staff Initials:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
'
Summary of Revision: (' t,teved Ce<<i c.,,,S cowplIA et, IA ` in,-keeay-
)
Received by:
Received by: )2-, :1_ W Q 4- ha—
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
PROJECT NAME: I
l 0
REVISION LOG
Ask
PERMIT NO: OO } o 1-1
SITE ADDRESS: 11Z-S) Sau4Nccv,4'c, � ORIGINAL ISSUE DATE: e 2-- agj_01:3
(please print)
(please print)
(please print)
(please print)
(please print)
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
•
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: 4 / 4 / /e g
Plan Check/Permit Number:
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
fob - o 9
RECEIVED
Cm� ., .,,. 'VILA
APR 21 2008
PERMIT CENTER
Project Name: "? �1T'f1=:il •::: .A. CA4ol et e1.4.,�,�
Project Address: / 7; SO EC PA gk. tra y / ;4...J ", lk GJA
Contact Person: /l4, tJ._-/ /o-c -- Phone Number: SO 9- 95 4 3(
Summary of Revision: Z4L h �o O , n WpC/c--
A, R. 10.4 a. /ad 4-0 f t.A c �n.leA. ;at LJa!rs ZAARe S r D.. wit //
aike ry cam. f ) - / - 4 5 i1c1 eS S,44 I lk
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 n412l k)
\applications\forms- applications on linelrevision submittal
Created: 8 -13 -2004
Revised:
City of Tukwila
REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 4 7 1 � 9 ZS Plan Check/Permit Number: k - 0 Li
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
® Revision # 3.- after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: (` Scjk.o
Project Address: \ ' - Aca st s C Va A.LJq. -- r1n 4.A 0, I (A-) I\
Contact Person: l Sln,.ek W i A Phone Number: 4 f a-5 / ` `t l - C% 8 9
Summary of Revision: L, I c-Az7fks' .. -16 P C ez> F \r c...4e a
c e:.,,,.\i, gnu Gvr, , ,.\\ - 6, -,...rvo, c ra..,\ .
Sheet Number(s):
"Cloud" or highlight all areas of revision including date o revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on 4 —(0 '
\applications \forms- applications on line \revision submittal
Created: 8 -13 -2004
Revised:
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
Steven M. Mullet, Mayor
Steve Lancaster, Director
RECEIVED
CITY OF TUKWIl A
APR10
4M
PERMIT CENTER
a
• •
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
1
REVISION SUBMITTAL
1
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: ?' —13 08 Plan Check/Permit Number:0 8 - 099
❑ Response to Incomplete Letter #
Rs Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: 1 HO P
Project Address: 17 25
1� O H C IUTE�P PY J UtTt (011
Contact Person: L Es � T / p 1 V" T A �/H 4 rl 1� r U1<Tl ione Numbe / r � : ,�� I ,N z S) b I -10
Summary of Revision: S E E ,4 T 7/1'6 M r D R ES 0V
AND DETAIL SHEET A
Sheet Number(s): A0,1 A 5, D Pi.0 1 /13, I 4 5. 0 1 44 #7,0
"Cloud" or highlight all areas of revision including date o revision
Received at the City of Tukwila Permit Center by:
SI/Entered in Permits Plus on
\applications\forms - applications on line \revision submittal
Created: 8 -13 -2004
Revised:
Steven M. Mullet, Mayor
Steve Lancaster, Director
Iv /E LET rill
HECEIVED
crrt 'v/ILA
FEa i 9 2008
PEi:±Mrr ;;t. ,TFr_,
License Information
License
WIGPRPL945N3
Licensee Name
WIG PROPERTIES LLC -SS
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602392950
Ind. Ins. Account Id
PARTNER/MEMBER
Business Type
LIMITED LIABILITY COMPANY
Address 1
4811 134TH PL SE
Address 2
City
BELLEVUE
County
KING
State
WA
Zip
98006
Phone
4256412044
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
8/23/2006
Expiration Date
8/23/2008
Suspend Date
Separation Date
Parent Company
Previous License
SEATADC0I6JH
Next License
Associated License
Business Owner Information
Name
Role
Effective
Date
Expiration
Date
WIG, MANMOHAN
K
PARTNER/MEMBER
08/23/2006
WIG, PRISCILLA P
PARTNER/MEMBER
08/23/2006
Look Up a Contractor, Election or Plumber License Detail
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.
TRAVELERS
1
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
Page 1 of 2
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WIGPRPL945N3 02/29/2008
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RAM GROUP ARCHITECTS, PLLC
3030 North 14th St. #115
Phoenix, Arizona 85014
Ph. (602)330-4912
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DATE: I DRAWN BY:
03-21-2008
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EXISTING CONDITIONS
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By
- Date:
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0 KEYNOTES-
1. NON COMBUSTIBLE CONSTRUCTION REQUIRED AT
KITCHEN WALL ADJACENT TO COOKING APPLIANCE
2. KNOX BOX (FIRE DEPARTMENT KEY BOX) SEE GENERAL
NOTE 10
3. FIRE EXTINGUISHER 2A-10BC IN SIMI RECESSED
CABINET, SEE DETAIL 2/A6.7
4. FIRE SPRINKLER RISER SEE FIRE SPRINKLER PLANS
FOR SPECIFICATIONS
5. PORTABLE FIRE EXTINGUISHER TO BE "CLASS K
COMBUSTIBLE COOKING MEDIA FIRE REQUIREMENTS OF
NFPA 10" EXTINGUISHER COMPLIANCE WITH ULI RATED
2 -A -K, UCL RATED 1 -A -K, UL STANDARD 8 AND 711.
EXTINGUISHER TO BE ANSUL MODEL K01 -2 1,6 GALLON
CAPACITY. SEE DETAIL 2/A6.7
6. HOOD WALL-NON COMBUSTIBLE i" MOISTURE
RESISTANT TYPE 'X' GYP. FULL HEIGHT BOTH SIDES
7, STAINLESS STEEL CLOSURE PANEL AT TOP AND
SIDES OF COOLER FREEZER BOX TO CEILING
8. EDGE OF AWNING ABOVE
9. OVERFLOW DRAIN TO DAYLIGHT 6" ABOVE WALK AT
WALL TYP OF 4
10, ROOF DRAIN LEADER ROOF DOWN IN WALL TO
DAYLIGHT SPLASH BLOCK
11, E.I.F.S POP -OUT AT EXTERIOR OF BUILDING. TYP. PER
ELEVATIONS
12. ROLL -A -SHADE AT WINDOWS TYP.
13, IRRIGATION CONTROL PANEL.
14. TELEPHONE COMMUNICATIONS MOUNTING BOARD
15. ELECTRICAL PANELS PER ELECTRICAL PANS, TYP.
16. AIR CURTAIN PROVIDED AND INSTALLED BY
MECHANICAL CONTRACTOR
17. MAIN ELECTRICAL SERVICE SECTION PANEL WALL
MOUNTED PER ELECTRICAL PLANS AND SPECS.
18. ACCESS LADDER WITH LADDER UP DEVICE TO ROOF
HATCH ABOVE SEE DETAIL 4/A6.8
19. 38" CONTINUOUS METAL STUD BLOCKING AT EACH
RAIL LADDER FOR SUPPORT
20. PASS -THRU HEAT LAMP CENTRAL PANEL
21. PASS -THRU STAINLESS STEEL WRAPPED BY KITCHEN
EQUIPMENT CONTRACTOR
22. ANSUL R -102 (UL U300 LISTED) FIRE SUPPRESSION
SYSTEM, PER NFPA 17A AND NFPA 96
23. ANSUL PULL STATION, WALL MOUNTED +48" A.F.F.
WALK IN COOLER AND FREEZER WALL AND DOOR
PANELS BY MANUFACTURE
24. CAPC -1 & TCP -1 (STACKED) 18 "x18" (BOTH)
25. 3" 0.D. PVC CONDUIT FOR SODA LINES
26. (2) 10'-0"x15 PASS -THRU -HALF WALL, SEE 2/A6.5 AND
INTERIOR ELEVATIONS
27. COMBUSTION AIR VENT, SEE MECHANICAL DRAWINGS
28. LOW WALL FINISHED FOR SEATING ATTACHMENT
29. HVAC CONTROL PANEL PER MECHANICAL
30, SERVICE /MOP SINK
31. DESK AND CHAIR BY OWNER
32. COUNTERTOP WITH SHELVES & BRACKETS ABOVE BY
SEATING CONTRACTOR SEE INTERIOR ELEVATIONS
33. LIGHTING CONTROL PANEL (LCP) PER ELECTRICAL
DRAWING AND SPECS.
34. POINT OF SALE STATION AND LOCATION
35. FROSTED GLASS AT POS SIDE, BOTTOM 18 OF
WINDOW
36, POTABLE WATER BACKFLOW PROTECTED PER
PLUMBING PLANS AND CODE REQUIREMENTS AT ALL
WATER INLETS
37. INSTALL TESTABLE CONTINUOUS PRESSURE BACKFLOW
DEVICE BETWEEN WATER SUPPLY LINE & CARBONATOR
38. KITCHEN GREASE EXHAUST DUCT F AN, DUCT WRAP TO
BE FULLY PROTECTED BY 3M 20A DUCT WRAP PER
ICC ER REPORT ESR -1255
39. STAINLESS STEEL TYPE I KITCHEN EXHAUST HOOD
UL70, UL 1046, UL 1598 APPROVALS, BY VENTMATIC
SYSTEMS, INC.
40, FLOOR SINK PER PLUMBING PLANS
41. ALL HOT WATER AND DRAIN PIPES SHALL BE
INSULATED MINIMUM HOT WATER SUPPLY INSULATION
SHALL BE PRE MOLDED FIBERGLASS PIPE INSULATION
WITH WHITE ALL SERVICE JACKET INSULATION
42. STAINLESS STEEL TYPE II HOOD TO REMOVE STEAM
FROM DISH WASHING EQUIPMENT, BY VENTMATIC
SYSTEMS, INC.
43. 4 "x6 "x6 -6 CONCRETE CURB
44. FLOOR DRAIN
45. FLOOR TROUGH
46. GLAZING ABOVE. SEE SHEET A4.0 ENLARGED PLANS
47. SIMULATED STONE VENEER SEE ELEVATIONS
48. SIMULATED BRICK VENEER SEE ELEVATIONS
49. STAINLESS STEEL WALL END CAPS PER FIRE SAFETY
DRAWINGS
50. STAINLESS STEEL WALL FLASHING AT DISH AREA
AND SERVICE SINKS
51. WALL BACKING PER FS -4
52. FDC AT EXTERIOR OF BUILDING
53. STEEL COLUMNS PER STRUCTURAL DRAWINGS
GENERAL NOTES:
1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS
OTHERWISE NOTED. "CLEAR" DENOTES FINISH TO
FINISH DIMENSIONS. "HOLD" DENOTES CRITICAL
FRAMING DIMENSIONS.
2, ALL INTERIOR WALLS SHALL BE 18 GA. METAL STUDS
WITH 1 5/8" FLANGE PER THE SPECIFIED WIDTH AT
16" 0.C. UNLESS OTHERWISE NOTED.
3. ALL EXTERIOR WALLS SHALL BE 2 x 6 WOOD STUDS
AT 16" 0.C. UNLESS OTHERWISE NOTED
4. INSTALL 4' -0" HIGH CLEAR, POLYCARBONATE CORNER
GUARDS PER MANUFACTURER'S REQUIREMENTS AT ALL
EXPOSED WALL COVERING CORNERS IN DINING AREAS
5. ALL. EXTERIOR WALLS TO HAVE R -19 FACED BATT.INSUL,
SEE DETAIL 4/A3.4 FOR VAPOR BARRIER LOCATION.
6. FURNISH AND INSTALL BACKING FOR ALL FIXTURES
SHEET A2.5. SEE
AND EQUIPMENT AS INDICATED ON
WALL SUBSTRATE DIAGRAM FOR ADDITIONAL PLYWOOD
AT WALLS,
7. ALL DOORS TO BE OPENABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR
EFFORT. EXIT DOORS TO BE PROVIDED WITH PANIC
HARDWARE.
8. PRIOR TO START OF FRAMING: GENERAL CONTRACTOR
SHALL VERIFY ALL FRAMING REQUIREMENTS FOR
MECHANICAL EQUIPMENT, MECHANICAL CHASES,
PLENUMS, CABINETS AND OTHER CONSTRUCTION
ELEMENTS WITHIN THIS BUILDING NOT SPECIFICALLY
DETAILED IN THESE CONSTRUCTION DOCUMENTS.
GLAZING (GLASS) SUBJECT TO HUMAN IMPACT SHALL
BE SAFETY GLAZED SHALL COMPLY WITH THE
CURRENT EDITION OF THE BUILDING CODE.
9. HOODS LISTED TO UL 710 ARE EXEMPT FROM SOME IMC
REQUIREMENTS (SECTIONS 507,4, 507.5 [TYPE II HOODS],
507.7, 507.11 507.12, 507.13, 507.14, AND 507.15).
10. HAND WASH SIGNS: HAND WASH SIGNS ARE REQUIRED
IN ALL RESTROOMS USED BY EMPLOYEES.
RECEIVED
CITY OF TUKWILA , "t ECEIVE
APR 21 2008 . APR 10 2008
PERMIT CENTER PERMIT CENTS-
II
RAM GROUP ARCHITECTS, PLLC
3030 North 14th St, #115
Phoenix, Arizona 85014
Ph. (602)330-4912
SEAL:
REGISTERED : r
ARCHITECT
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STATE OP WASUINGTO
'0N EOIS
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NO.
REVISION /ISSUE
DATE
PROJECT NUMBER:
3083 ihop saufhcenfer Tukwila wa
DATE: I DRAWN BY:
03 -21 -2008 l
SHEET TITLE
FLOOR PLAN
SHEET NUMBER:
A2.1
CITY SUBMITTAL
DINING
AREA z
118006
1041 � r Fri
MENS
REST ROOM
6' -6)4"
•
DISH
MILANI
2 AREA
61 -7"
4J-6"
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3' -3"
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....'714
11'-0/8"
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EXISTIING
J
su
02/A6.0 FROM
LANDLORDS WORK
BY OTHERS.
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1
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EXISTING
EXISTING
1
1
1
i 78' -9)/4"
1
78' -0/4"
EXISTING
►
01/A6.0 FROM
LANDLORDS WOR
BY OTHERS.
1
1
1
2'- 6"
FLOOR PLAN
6" 31,811
37' -1"
1
1 6' -6" 1
1
1
1
1
1
1
6 11 7 111
4
4' -1"
- _ 1 -- -
EXISTING
ui
0
' cv'i EWEiD FOR
ca DE
COMPLIANCE I
APPROVED
MM - 1 208
T
City Of liaN'r!a
ILCIN_: D`wt._ ..
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ti
361 - 04"
FIELD VERIFY
0 I<tYNOT[S:
1. CEILING TILE - US GYPSUM "SHADOW LINE" TEGULAR
EDGE, ASPEN WHITE 24
2. ARMSTRONG PRELUDE PLUS XL 15/16" EXPOSED TEE
SUSPENSION SYSTEM ICC REPORT ESR -1308
3. 5/8" TEXTURE AND PAINTED GYPSUM CEILING OVER
METAL STUDS FOR SOFFIT, SEE INTERIOR ELEVATIONS
FOR HEIGHT
4. STAINLESS STEEL TYPE 1 KITCHEN EXHAUST HOOD,
BEARING NSF AND UL710 APPROVALS. BY VENTMATIC
SYSTEMS, INC.
5. WELDED STEEL TYPE 1 KITCHEN GREASE DUCT,
PROTECTED BY 2 LAYERS OF 3M FIRE BARRIER DUCT
WRAP, 15A PER ICC EVALUATION REPORT 21 -61.
6. MECHANICAL DIFFUSER, SEE MECHANICAL PLANS FOR
SIZE & SPECIFICATIONS.
7. PVC CONDUIT FOR SODA SUPPLY LINES SUPPORTED BY
UNI -STRUT FROM EXISTING STRUCTURE.
8, CEILING OF WALK IN COOLER AND FREEZER BY
MANUFACTURER
9, WALL MOUNTED AIR DOOR PER KITCHEN EQUIPMENT
PLANS
10, STAINLESS STEEL TYPE II HOOD TO REMOVE STEAM
FROM DISH WASHING EQUIPMENT,BY VENTMATIC SYSTEMS
INC.
11. THRU WALL SUPPLY DIFFUSED PER MECHANICAL
12. DROP SOFFIT- DRYWALL FINISH IN DINING AREA
13, SPECIAL ROD CONNECTION FOR CEILING FAN AND
PENDANT LIGHT, SEE DETAILS 6/A6.4 TYP,
14. 24x24 LAY IN CEILING TILES LOCATED IN DINING AREA
15. NO CEILING IN THIS AREA. ADJACENT TILE ABUTS
WALLS
16. EXHAUST REGISTER IN RESTROOM PER MECHANICAL
17. 24" X 24" WHITE VINYL ROCK; WHITE FINISH, ALUMINUM
CAPPED STEEL GRID, ACCEPTABLE MANUFACTURERS:
"ENDURE" BY CHICAGO METALLIC CORP. OR "CLIMAPLUS"
BY U.S. GYPSUM.
GENERAL NOTES:
1. PROTECTIVE LIGHT SHIELDING PROVIDE SHIELDED LIGHT
FIXTURES ABOVE ALL FOOD PREPARATION, SERVICE,
DISPLAY, FOOD STORAGE AND U TENSILE WASHING
AREAS, THIS INCLUDES ALL REFRIGERATORS, FOOD
DISPLAY CASES, BAR EQUIPMENT, COFFEE, SODA AND
CONDIMENT STATIONS, AND UNDER VENT HOODS,
PROTECTIVE TUBES /LENSES, PLASTIC SLEEVES WITH END
CAPS, OR COATED SHATTERPROOF BULBS MAY BE USED,
PROTECT HEAT LAMPS AGAINST BREAKAGE WITH A
SHIELD SURROUNDING AND EXTENDING BEYOND THE BULB
LEAVING ONLY THE FACE OF THE BULB EXPOSED.
2. CEILINGS PROVIDE SMOOTH, NONABSORBENT, EASILY
CLEANABLE, AND LIGHT - COLORED CEILING SURFACES
THAT CAN WITHSTAND FREQUENT CLEANING. EXPOSED
JOISTS, STUDS OR OTHER SUPPORT STRUCTURES WILL
NOT BE ACCEPTED. ACOUSTICAL CEILING TILES ARE NOT
PERMITTED IN RESTROOMS, KITCHENS, MOP SINK AREA,
OR HIGH MOISTURE RELATED AREAS.
3. HOODS LISTED TO UL 710 ARE EXEMPT FROM SOME IMC
REQUIREMENTS (SECTIONS 507,4, 507.5 [TYPE II HOODS],
507.7, 507,11, 507,12, 507,13, 507.14, AND 507,15),
LEGEND. .
X HVAC 5/A GRILL. SEE "MECHANICAL" DRAWINGS
/
HVAC R/A GRILL. SEE 'MECHANICAL" DRAWINGS
EXHAUST SEE "MECHANICAL" DRAWINGS
EMERGENCY EXIT SIGN. SEE "ELECTRICAL"
DRAWINGS
EMERGENCY LIGHT FIXTURE. SEE "ELECTRICAL"
DRAWINGS
HOOD LIGHTS. SEE "ELECTRICAL" DRAWINGS
FLUORESCENT FIXTURE, SEE ELECTRICAL
DRAWINGS
RECESSED DOWN LIGHT FIXTURE SEE ELECTRICAL
DRAWINGS
WALL PACK SECURITY LIGHTING, 9' -0" TO CENTER
OF FIXTURE A.F.F. , SEE ELECTRICAL DRAWINGS
WALL SCONCE AT RESTROOMS BOTTOM OF
FIXTURE 6' -6" A.F.F. SEE ELECTRICAL DRAWINGS
WALL SCONCE IN LOBBY & DINING #1 BOTTOM OF
FIXTURE 13' -0" A.F.F. SEE ELECTRICAL DRAWINGS
FAN MOUNT W /BALLJOINT @ DINING #1
BOTTOM OF FIXTURE +7'- 6 "A.F.F, @ DINING #2
OF FIXTUR15'-0" A.F.F. SEE
DRAWINGS
SMALL PENDANT LIGHT BOTTOM OF FIXTURE -
6'-2" A.F.F. SEE ELECTRICAL DRAWINGS
MEDIUM PENDANT LIGHT BOTTOM OF FIXTURE -
84" A,F.F. SEE ELECTRICAL DRAWINGS
RECESSED FIXTURE (DIRECTIONAL MONOPOINT)
TRACK LIGHTING (AT UNDERSIDE OF BEAMS,
\
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cop
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` � ' CEILING
i BOTTOM
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WHERE OCCURS)
BEAM LIGHTING (ON TOP OF BEAMS, WHERE
OCCURS)
RECESSED PARAPET FLUORESCENT DOWN LIGHTS
WITH REMOTE BALLASTS: 2 FOOT AND 4 FOOT
LENGTHS
WALL WASH DOWN LIGHT FIXTURE, MOUNT @ 10' -0"
UNDER AWNINGS AND 12' -0" AT TOWER OVERHANG
CEILING FINISH MATERIAL.
SEE FINISH SCHEDULE SHEET A2.6
REFER TO FINISH SCHEDULE SHEET A2.6
CEILING ELEVATION
_
'
s
"
-
I CT _ 1 1
( P - g )
8
A6.4
® SPEAKERS
E SELF ILLUMINATING EXIT SIGN ON WALL AT 6"
A.F.F,
LIGHTED EXIT SIGN AT CEILING. SEE ELECTRICAL
DRAWINGS.
Q OCCUPANCY LIMIT SIGN ON WALL AT 72" A.F.F,
S SERVICE SIGN ON WALL AT 48" A.F.F. SEE DETAIL
7 /A2.
w WOMEN'S BATHROOM SIGN ON WALL AND DOOR.
SEE DETAILS 1 AND 3 /A4.0
M MEN'S BATHROOM SIGN ON WALL AND DOOR, SEE
DETAILS 1 AND 3/A4.0
u UNISEX BATHROOM SIGN ON WALL AND DOOR. SEE
DETAILS 1 AND 3/A4.0 EC 1VE ,,
r.∎ r. E
WOOD CEILING AT PROTICO APR 1 0 2008
PERMIT CENTS -,
• ;
RAM GROUP ARCHITECTS, PLLC
3030 North 14th St. #115
Phoenix, Arizona 85014
Ph. (602)330-4912
SEAL:
9291:
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(
RECEI'vED
ITV roc TI J141/111
A
APR 21200
3
PERMIT
CENTER
BUILDING
EXTERIOR
EXISTING STRUCTURE
CONTRACTOR TO FIELD
VERIFY ALL EXISTING
CONDITIONS PRIOR TO
LAYOUT
EXISTING CONCRETE
TILT -UP PANEL WALL
ELECTRICAL OUTLET AT
CEILING PER ELECTRICAL
PLANS
EXISTING STORE FRONT
GLAZING
TILE FLOORING OR
CARPETING OVER EXISTING
SLAB - REFER TO FLOOR
FINISH PLAN
SOLID FILL W /GROUT
SUSPENDED GYP, BRO-
DINING
ROOM
FURRING AND CEILING TO EXTERIOR WALL 0 STORE FRONT
NO FIRE RATING REQUIRED SCALE: 1" ■ 1' -0"
SYSTEM,
LAR, CLASS
INSTALLED
9 AND
EXISTING
5/8" TYPE
1
24" X 24"
FINISH, AL
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BY CHICA
SUSPENDED LAY IN CEILING
ARMSTRONG CLEAN ROOM MY
"A" 24 "X24 "X3/4" WASHABLE
PER ICC ER REPORTS ESR-128
ESR -1308.
5/8" TYPE "X" GYPSUM BOARD,
TEXTURE AND PAINT WITH EPDXY
PAINT PER FINISH SCHEDULE
FIRE-X GLASBORD FRP PANEL CLASS
A FIRE RATING PER ASTM E -84
TEST METHOD. FIRE -X GLASBORD
IS UL CLASSIFIED AND MEETS
USDA /FSIS REQUIREMENTS, PER ICC
LEGACY REPORT ER -4583
3/4" C.R. CHANNEL BRACING AT
4' -0" O.C. MAX. VERTICALLY.
DRY STORAGE
DENS - SHIELD TILE
BACKER BOARD
F1.111 CAULKING AT
EPDXY TO FRP
6" COVE BASE TO MATCH
EPDXY FLOOR
EPDXY FLOOR OVER
EXISTING SLAB
INTERIOR NON BEARING PARTITION
24" X 24" WHITE VINYL ROCK; WHITE
FINISH, ALUMINUM, CAPPED STEEL GRID.
ACCEPTABLE MANUFACTURERS: "ENDURE"
BY CHICAGO METALLIC CORP. OR
"CLIMAPLUS" BY U.S. GYPSUM-
(
5/8 TYPE "X" GYPSUM BOARD,
TEXTURE AND PAINT WITH EPDXY
PAINT PER FINISH SCHEDULE
FIRE -X GLASBORD FRP PANEL CLASS
A FIRE RATING PER ASTM E -84
TEST METHOD. FIRE -X GLASBORD
IS UL CLASSIFIED AND MEETS
USDA /FSIS REQUIREMENTS, PER ICC
LEGACY REPORT ER -4583 (ONLY AT
SERVICE LINE)
3/4" C.R. CHANNEL BRACING AT
4' -0" O.C. MAX. VERTICALLY.
KITCHEN STORAGE
DENS - SHIELD TILE
BACKER BOARD
FULL CAULKING AT
EPDXY TO FRP
6" COVE BASE TO MATCH
EPDXY FLOOR
EPDXY FLOOR OVER
EXISTING SLAB
•
C_D
1
+10
B.O. CEILING
n
INTERIOR NON BEARING PARTITION
WHITE VINYL ROCK; WHITE
UMINUM, CAPPED STEEL GRID.
LE MANUFACTURERS: "ENDURE"
0 METALLIC CORP. OR
"CLIMAPLUS" BY U.S. GYPSUM
STAINLESS STEEL WALL PANEL BY
KITCHEN EQUIPMENT INSTALLATION
CONTRACTOR
6" 20 GA. METAL STUDS PER
TABLE ON SHEET A5.1
5/8" TYPE "X" GYPSUM BOARD
KITCHEN
STRUCTURE ABOVE
"X" GYPSUM BOARD
STAINLESS STEEL WALL. PANEL BY
KITCHEN EQUIPMENT INSTALLATION
CONTRACTOR
METAL FLOOR RUNNER
X -IF 22 P8THB HILTI DRYWALL
TRACK PINS @ 24" O.C. OR 3/8 DIA.
X 1 3/4" EMBEDDED EPDXY
THREADED RODS @ 24" O.C.
INSTALLED BY HILTI HIT HY 150
ADHESIVE ANCHOR SYSTEM
SCALE: 1" = 1' - 0"
EXISTING STRUCTURE ABOVE
5/8" TYPE "X" GYPSUM BOARD
EXHAUST HOOD, PER PLAN
B.O. CEILINGY
STAINLESS STEEL WALL PANEL BY
KITCHEN EQUIPMENT INSTALLATION
CONTRACTOR - ONLY AT HOOD
6" 20 GA. METAL STUDS PER
TABLE ON SHEET A5.1
5/8" TYPE "X" GYPSUM BOARD
KITCHEN COOK LINE
STAINLESS STEEL WALL PANEL BY
KITCHEN EQUIPMENT INSTALLATION
CONTRACTOR
METAL FLOOR RUNNER
X -ZF 22 P8THB HILTI DRYWALL
TRACK PINS @ 24" O.C. OR 3/8 DIA.
X 1 3/4" EMBEDDED EPDXY
THREADED RODS @ 24" 0.C.
INSTALLED BY HILTI HIT HY 150
ADHESIVE ANCHOR SYSTEM
SCALE: 1" = 1' - O"
EXISTING STRUCTURE CONTRACTOR TO
FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO LAYOUT
U.S. GYPSUM; SHADOW -LINE
TEGULAR EDGE, COLOR: ASPEN
WHITE, 24 "x 24 ", CEILING GRID
PROFILE - CONTACT: USG
DISTRIBUTOR 877-874 -4200
METAL FLOOR RUNNER
X-ZF 22 P8THB HILTI DRYWALL
TRACK PINS @24" O.C. OR 3/8 DIA. X
1 -3/4" EMBEDDED EPDXY THREADED
RODS @ 24" 0.C. INSTALLED BY HILTI
HIT HY -150 ADHESIVE ANCHOR SYSTEM
DINING AREA
INTERIOR NON -RATED PARTITION NON BEARING WALL
NO FIRE RATING REQUIRED SCALE:
EXISTING STRUCTURE
CONTRACTOR TO FIELD
VERIFY ALL EXISTING
CONDITIONS PRIOR TO
LAYOUT
SINGLE 2 1/2" 20GA TOP
TRACK SET "RED - HEAD" SET
INTO CONCRETE WALL
SINGLE 2 1/2" 20GA STUDS
24" O.C.
3/4" C.R. CHANNEL
BRACING AT 4' -0" O.C.
MAX. VERTICALLY.
EXISTING CONCRETE
TILT -PANEL WALL
SINGLE LAYER OF 5/8" TYPE "X"
GYPSUM BOARD.
3/4 C.R. CHANNEL BRACING AT
4' -0 O.C. MAX. VERTICALLY.
BUILDING EXTERIOR
SINGLE 2 1/2" 20GA FLOOR
RUNNER TRACK
X -ZF 22 P8THB HILTI DRYWALL TRACK
PINS @ 24" O.C. OR 3/8 DIA. X 1 3/4"
EMBEDDED EPDXY THREADED RODS @
24" O,C. INSTALLED BY HILTI HIT HY
150 ADHESIVE ANCHOR SYSTEM
•
•
KITCHEN
B.O. CEILING
24" X 24" WHITE VINYL ROCK; WHITE
FINISH, ALUMINUM, CAPPED STEEL GRID.
ACCEPTABLE MANUFACTURERS: "ENDURE"
BY CHICAGO METALLIC CORP. OR
"CLIMAPLUS" BY U.S. GYPSUM
5/8" GYPSUM BOARD
FRP PANEL PER PLAN
5/8" DENS SHIELD TILE BACKER BOARD
3/4" C.R. CHANNEL BRACING AT
4' -O" O.C. MAX. VERTICALLY.
6" 20 GA. METAL STUDS PER
TABLE ON SHEET A5.1
FULL CAULKING AT EPDXY TO FRP
6" COVE BASE TO MATCH EPDXY FLOOR
EPDXY FLOOR OVER EXISTING SLAB
PAINTED EXPOSED CMU -BLAC
OUT PER FINISH SCHEDULE
5/8" GYP. BOARD (SMOOTH FINIS @ 1 . -
CODE' C°149Lig
APPR
MAN( - T$
My
CEILING)
DINING ROOM
SEALANT OVER BACKER ROD
TILE FLOORING OR
CARPETING OVER EXISTING
SLAB - REFER TO FLOOR
FINISH PLAN
+ 13s -pu
6.0. CEILING
FINISH FLOOR
1" = 1p -p"
INTERIOR WALL FURRING OVER EXISTING EXTERIOR WALLS
NO FIRE RATING REQUIRED SCALE: 1" = 1
24" X 24" WHIT! VINYL ROCK; WHITE
FINISH, ALUMINUM, CAPPED STEEL GRID,
ACCEPTABLE MANUFACTURERS: "ENDURE"
BY CHICAGO METALLIC CORP. OR
"CLIMAPLUS" BY U.S. GYPSUM
5/8" TYPE "X" GYPSUM BOARD,
TEXTURE AND PAINT WITH EPDXY
PAINT PER FINISH SCHEDULE
FIRE -X GLASBORD FRP PANEL CLASS
A FIRE RATING PER ASTM E -84
TEST METHOD. FIRE -X GLASBORD
IS UL CLASSIFIED AND MEETS
USDA /FSIS REQUIREMENTS, PER ICC
LEGACY REPORT ER -4583 (ONLY AT
SERVICE LINE)
3/4" C.R. CHANNEL BRACING AT
4' -0" 0.C. MAX. VERTICALLY.
DENS - SHIELD TILE
BACKER BOARD
FULL CAULKING AT
EPDXY TO FRP
6" COVE BASE TO MATCH
EPDXY FLOOR
EPDXY FLOOR OVER
EXISTING SLAB
DRY STORAGE
5/8 DENS SHIELD TILE
BACKER BOARD
+ 41 -pIl
T.O. TILE
RESTROOM
TILE WAINSCOT, PER
INTERIOR FINISH
SCHEDULE
TILE FLOOR AND BASE
PER INTERIOR FINISH
SCHEDULE
INTERIOR NON BEARING PARTITION
NO FIRE RATING REQUIRED
T
HALLWAY
5/8" TYPE "X" GYPSUM BOARD
EXISTING STRUCTURE ABOVE
STAINLESS STEEL WALL PANEL BY
KITCHEN EQUIPMENT INSTALLATION
CONTRACTOR
6" 20 GA. METAL STUDS PER
TABLE ON SHEET A5.1
5/8" TYPE "X" GYPSUM BOARD
WARE WASH
STAINLESS STEEL WALL PANEL BY
KITCHEN EQUIPMENT INSTALLATION
CONTRACTOR
METAL FLOOR RUNNER
X -ZF 22 P8THB HILTI DRYWALL
TRACK PINS @ 24" O.C. OR 3/8 DIA.
X 1 3/4" EMBEDDED EPDXY
THREADED RODS @ 24" O.C.
INSTALLED BY HILTI HIT HY 150
ADHESIVE ANCHOR SYSTEM
EXISTING STRUCTURE CONTRACTOR TO
FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO LAYOUT
SCREWS EACH END
5/8" GYPSUM BOARD
3 5/8" 20 GA. METAL STUDS PER
TABLE ON SHEET A5.1
5/8" GYPSUM BOARD
3/4" C.R. CHANNEL BRACING AT
4' -0" O.C. MAX. VERTICALLY.
METAL FLOOR RUNNER
X -ZF 22 P8THB HILTI DRYWALL
TRACK PINS @24" O.C. OR 3/8 DIA. X
1 -3/4" EMBEDDED EPDXY THREADED
RODS @ 24" 0.C. INSTALLED BY
HILTI HIT HY -150 ADHESIVE ANCHOR
SYSTEM
INTERIOR NON -RATED PARTITION NON BEARING WALL
0
a
+10
B.O. CEILING`r
0
SCALE: 1" = 1' -0"
+10
B.O. CEILING
ECIEDIEr
APR 10 2008
PERMIT CENTER
0
1
0 1 0II EE
FINISH FLOOR'r
SCALE: 1"
z
d
0
0
4
z
3 5/8" 24GA MTL. STUDS, BRACE AT 48"
O.C. STAGGER EA. SIDE. ANCHOR TO e l
STRUCTURE, ATTACHED W/ 3 #10 X 5/8" !
0
5/8" GYP. BOARD (SMOOTH FINISH @ CEILING)
O
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RAM GROUP ARCHITECTS, PLLC
3030 North 14th St. #115
Phoenix, Arizona 85014
Ph. (602)330 -4912
W ci
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DATE: I ORAWN BY:
03 -21 -2008
SHEET TITLE
WALL PARTITION
TYPES
SEIEFT NUMBER:
A5.0
CITY SUBMITTAL
PROJECT NI1MB£IA
3083 ihap soufhcenler Tukwila wa
5/8" TYPE 'X' G.W.B.
20 GAUGE 8" MTL.
STUDS @ 16" O.C.
EXISTING STRUCTURE
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STUDS @ 16" O,C.
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CONTRACTOR TO FIELD
VERIFY ALL EXISTING
D DITIONS PRIOR TO
CONDITIONS
LAYOUT
,R
EXISTING CONCRETE /
/
r F
REVISION /ISSUE
DATE
WAINSCOT (PER TENANT I
IMPROVEMENT DRAWINGS
0
3 SOUND GATT INSUL.
'X'
TILT -UP PANEL WALL ; ,=`1••�
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'X'
5/8" TYP G.W.B.
ON BOTH SIDES
EXTEND TO ROOF FRAMING
5/8" TYPE G.W.B.
(WATER - RESISTANT)
EXTEND TO ROOF FRAMING
SEE
HEIGHT.
BY OTHERS
SHEET NUMBER:
A5 .1
CITY SUBMITTAL
TENANT SPACE
EXTEND TO 6" ABOVE HEIGHT ADJACENT CEILING.
TENANT IMPROVMENT DRAWING FOR FINISH CEILING
WALL TYPE FROM LANDLORDS WORK DRAWINGS
DATED 01/30/08 AS APPROVED BY OTHERS
r
SUSPENDED GYP. BRD -
TENANT SPACE
WALL TYPE FROM LANDLORDS WORK DRAWINGS BY OTHERS
DATED 01/30/08 AS APPROVED BY OTC -IERS
0 SCALE: 1 • 1 -O
D
SCALE: 1 • 1
25 GAUGE 6" MTL.
EXISTING TILT -UP PANEL
-SHELL CONSTRUCTION
... f J
it
EXISTING
// / GLAZING
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R-11 BATT INSUL, W/
VAPOR BARRIER
5/8" TYPE 'X' G.W.B.
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i" WAINSCOT (PER TENANT —''
IMPROVEMENT DRAWINGS
6" SOUND BATT INSUL,
25 GAUGE 3 5/8"
METAL STUD @16" D.C.
FRAMING PER SHELL PERMIT
DRAWINGS
EXTEND TO ROOF FRAMING
5/8" TYPE 'X' G.W.B.
(WATER - RESISTANT)
EXTEND TO ROOF FRAMING
SEE
HEIGHT.
BY OTHERS
�..-v ®F0�
. ® ®- �'
AP
• Y
�f
TENANT SPACE
EXTEND TO 6 " ABOVE HEIGHT ADJACENT CEILING.
TENANT IMPROVMENT DRAWING FOR FINISH CEILING
WALL TYPE FROM LANDLORDS WORK DRAWINGS
DATED 01/30/08 AS APPROVED BY OTHERS
TENANT SPACE
WALL TYPE FROM LANDLORDS WORK DRAWINGS BY OTHERS
DATED 01/30/08 AS APPROVED BY OTHERS
B SCALE: 1" • 1' -O"
SCALE: 1" • 1' -O"
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20 GAUGE 6" MTL.
STUDS @ 16" O.C,
5/8" TYPE G.W.B.
25 GAUGE 6" MTL,
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'X'
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IMPROVEMENT DRAWINGS
3" SOUND BATT INSUL.
TILE FLOORING OR
CARPETING OVER EXISTING
SLAB - REFER TO FLOOR
FINISH PLAN
...
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- -
FURRING AND CEILING TO EXTERIOR WALL
RECE
{y,: OF
APR 21
PERMIT
0
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TU LA [ ( V ED
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CENTERPERMIT CENTER
STORE FRONT
5/8" TYPE G,W,;
ON BOTH SIDES
EXTEND TO ROOF FRAMING
'X'
5/8" TYPE G.W.B.
(WATER-RESISTANT(
EXTEND TO ROOF FRAMING
TENANT SPACE
EXTEND TO 6" ABOVE HEIGHT ADJACENT CEILING, SEE
TENANT IMPROVMENT DRAWING FOR FINISH CEILING HEIGHT,
WALL TYPE FROM LANDLORDS WORK DRAWINGS BY OTHERS
DATED 01/30/08 AS APPROVED BY OTHERS
TENANT SPACE
WALL TYPE FROM LANDLORDS WORK DRAWINGS BY OTC -(FRS
DATED 01/30/08 AS APPROVED BY OTHERS
SCALE: 1" In 1' -0"
SCALE: 1" • 1' -O"
8
NO FIRE RATING REQUIRED SCALE: 1" ■ 1' -O"
RAM GROUP ARCHITECTS, PLLC
3030 North 14th St. #115
Phoenix, Arizona 85014
Ph. (602)330 -4912
SEAL:
4291. �. __- .- ____ --
REGISTERED
rf
STA= OP WASEINGTON
NO.
REVISION /ISSUE
DATE
PROJECT WIDER:
3083 ihap saufhcenfer fukwila wa
DATE; I DRAWN BY:
03 -21 -2008
SHEET TITLE
WALL PARTITION
TYPES
SHEET NUMBER:
A5 .1
CITY SUBMITTAL
Dietrich UltraSTEEL® Framing's 20 -Gauge EQ Composite Limiting Heights (1 layer 5/8" thick gypsum wallboard),
12
24
12
I�n1
24
12
16
24
12
,11
24
12
L/120'
18' 1"
1
15 5
21' 1"
17' 1
22' 711
1
$11
18' 3"
25' 0"
22'
4"
20' 1"
311 111
L1240
14' 4"
1 0' 9 "
91 911
16' 9"
, 1
3' 8"
12' 6"
17' 11"
1
5'
14' 0"
19' 10"
16' 0"
24' 8"
L /360
12' 6"
9 1 5 11 :
14' 5"
11'11 "I''1
9 6
15' 6"
11'10"
17' 4"
17' 9" 15' 6 ",;1
13 9
21' 7"
L/120
15' 9"
11'
13' 6"
18' 5"
51
0"
14' 11"
19' 9"
17'3"
15' 11"
21' 10"
9i 6"
17' 7"
27' 2"
12' 6"
9' 5"
14' 5"
11' 1111 10'
91 6"
15' 6"
15' 8
11' 10"
17' 4"
15';,x'1 • 13'
13' 9"
21'
L/360
7' 11"
8' 3 "r
11' 2"
1
7' 9"
13' 1"
10' 0"
15' 2"
7 I(
11' 4"
18' 10"
L/120
14' 4"
10 '9"
91 9"
16' 9"
13' 9'
12' 6"
17' 11"
14' 0"
19' 10"
g11
16' 0"
24' 8"
L /240
9' 4"
8'..;7
12' 0"
€'
011
8' 4"
13' 8"
10' 6"
15' 9"
12' 0"
19' 7"
,/o0
9' 5"
9?
II
11' 7"
12' 'S" 10' 10'
8' 11"
13' 7"
14' 1" .12 ...
10' 0"
17' 1"
1120
12' 6"
611
14' 5"
9
11 91
9 9"
15' 6"
11' 10"
17' 4"
,1 611
12' 10"
21' 7"
L124o
9' 5"
11' 7"
12 ?• ; 11" 103.:.1011
8' 11"
13' 7"
123' 4"
10' 0"
17' 1"
Stud' Me Or
162 USTE
2,5 USTE
362 USTE
400 USTE
a
ins
ps
7 5 pst` 10 p sf'
15 per
9' 10"
71 8"
11' 6"
10' 911'
8' 4"
14' 10"
600 USTE 16 28' 6 ° .
24 25' 7" 20' 3' 17' 9" 21' 11" 17' 9" 15' 1" 18' 11" 15' 10' 13' 4" 14' 4" 13 4" 11' 3"
Minimum yeild strenght = 40ksi
Composite limiting heights based on single layer 5/8" thick gypsum board full height on each side with screws
spaced 12" o,c, to framing members per ASTM C 754
20 GAUGE LIMITING 1- (EIGHTS TABLE
1 LAYER 5/8" THICK GYPSUM EA SIDE
Nonstructural, Composite Limiting Heights
Interior Baring partitions are not designed to carry axial loads. limiting heights are based on stress or deflection limits for
loads. given lateral Height limitations depend on the gauge of the steel used, dimensions of the stud, stud spacing and the allowable
deflection limit. The composite limiting heights include the contribution of the gypsum wallboard sheathing on both sides of the wall.
Designation Gauge Mils
STN
STX
STN
Stn
STN
STE'
STX
STN
STE*
STX
STN
STE*
STX
25
20 DW
20 STR
25
20 DW
20 STR
25
20 DW
20 STR
25
20 DW
20 STR
25
20 DW
2.0 STR
18
30
33
18
30
33
18
30
33
18
30
33
18
30
33
Inches
0.0188
0.0312
0.0346
0,0188
0.0312
0.0346
0,0188
0.0312
0.0346
0,0188
0,0312
0.0346
0.0188
0.0312
0,0346
lcness Spacing
(mm) Inches
12
0,48 16
24
0.79
0.88
0.48
0,79
0,88
0.48
0.79
0,88
0.48
0.88
0.88 1
12
0.79 16 111' 6" 91 211
24
12
0,48 10
24
12
24 10' 5" 8' 3"
12 13' 0" 10' 4"
6
12
24
12
24
12
24
12
16
24
12
6
24
12
1'.:
24
12
16,
24
12
16
24
12
0.79 16
12
1
1
24
Deflection Limit
L/120
11' 2"
9' 9 " f
12' 5"
2f 1ti
11' 0"
15' 1"
13' 9"
17' 9"
6':
14' 10"
17' 8 "f
13' 9 "f
21' 8"
1
17 9"
22' 6"
20 1 911
18' 6"
19' 6 "f
7 2"
15' 1 "f
24' 0"
19' 8"
25' 1"
23' 1"
20' 9"
22' 10"
16' 9 "f
32' 1"
25' 1 "f
33' 9"
9 "f 19'
3. 10'
27' 2"
L/240
8' 10"
4".
7' 11"
9' 11"
X11
81 9"
11' 11"
131;:, 3 13 f 11! 3
11' 10 "f 10' 7"
16' 8" 13' 2"
15' 411 12' in 1
10' 9"
13' 11"
5 12' 10 11' 2 t4' 4'
11' 7"
15' 4"
4# 1
13' 5"
17' 1"
14' 0"
17' 10"
61 5!t.
14' 9"
16' 5"
14' 2"
19' 0"
' 0 "7' 6t
, 1'
15' 7"
19' 11"
16' 5"
22' 1"
8111
16' 9 "f
25' 6"
24' 611
21' 7"
L/360
6 7"
51 011 8' 10 "f ;'61 0" 5'
5' 3"
8' 0"
7151'
6' 4"
9' On
8' 5
7' 8"
10' 5"
9' 10" 10' 10' '' 10!'.. 8' 7" 9 5"f 8 11
9' 3" 9 8 "f 9' 3" 8' 1 8' 5 8' 5"
11' 6" 14' 7" 11' 6" 10' 0" 13' 2" 10' 5"
01 6"
9' 4"
12' 1"
10' 0"
13' 3"
2' 4" 1
11' 7"
14' 0"
12' 0"
15' 6
12' 9"
14' 4"
12' 4"
16' 6"
13' 5"
17' 4"
8' 4 ",15' 2
14' 3"
19' 4"
7'11" 1
16' 9 "f
22' 3"
2'2 2tI
20' 3" 17' 8"
26' 9" 23' 5"
21' 4"
18' 10"
Deflection Limit
L/120
91 9"
8 O " f
10' 10"
9' 2"
11' 4"
1 7Ci'
91 7"
12' 4 "f
13' 4 1O'
11' 11"
15' 6"
13' 0"
14' 3 "f
11' 0 "f
18' 11"
15' 6"
19' 8"
16' 2"
15' 9 "f
15' 411 13' 4" 13
' 104' 1
12' 1 "f
20' 11"
9' 3"
17' 1 "f
21' 11"
0' 2"
18' 1"
18' 7 "f
6' 21
13' 5 "f
28' 0"
20' 6 "f
29' 6"
27 03
23' 10"
L/2.40
6' 7"
5' 3"
81 011
.7' 3" 6 4" ';.
6' 4" 51 7"
9, 0" 71 3"
5"
71 8"
10' 5"
6u
9' 4"
12' 1"
10' 0"
13' 3"
11' 0 "f
14' 10"
12' 0"
15' 6"
12' 9"
14' 4"
12' 1 "f
16' 6"
15' 2 1.
13' 5"
17' 4"
1
14' 3"
18' 7 "f
13' 5 "f
22' 3"
21' 4""
18' 10"
L/360
5 9
31$
4 7"
7' 0"
€1#
51 9"
9' 1"
9'
21
8' 1"
10' 6"
9 ' 11311'
8' 7"
11' 7"
10' 1"
12' 10"
8" 10'7' 17'S" 13' '11
10' 5"
13' 7"
11' 2"
12' 6"
3' 4" 11' 8 " ';
10' 9"
14' 4"
11' 7"
15' 0"
12' 4"
16' 9"
17' 8" 15' 5"
23 '5" 20' 6"
18/ 911
16' 7"
L/120
8' 10"
5' 4"
8' 3"
10' 4"
10' 9"f
10' 9"
13' 11"
LtAil
9' 8"
11' 7"
9i n5f
17' 1"
14' 0"
17' 10"
61 6ti
15' 8
10' 5"f
19' 0"
14' 9"f
19' 11"
16' 5"
161 2uf
11' 5"f
24' 7"f
19' 1"5
Deflection L
L/240
6' 0"
4' 9"
71 3n
51 911
71 611
6' 0"
91 60
81 611
10' 11"
8' 11"
12' 0"
91 &if
13' 5"
10' 10"
11' 7"
10' 5"f
14' 11"
15' 8"
12' 10"
11' 5"f
20' 3"
17' 9"f 16' 0"
26' 9" 21' 3"
Depth
3-5/8"
4"
Design Thic
f: Flexural stress controls allowable wall height.
$: Shear/web crippling controls allowable wall height.
*STE will be supplied for all 20-gauge orders unless STX is specifically requested,
INTERIOR NONSTRUCTURAL COMPOSITE LIMITING I-IEIGHTS TABLE
TER
10 psf
imit
/360
51 3n
4' 2"
6' 4"
5' 0"
ei
51 3n
51 911
9' 1"
7' 4"
91 511
10' 5"
11 8"
9' 4"
10' 1"
11' 4"
91 911
IT 11"
10' 5"
13' 7"
11' 2"
15' 0"
IV 10
11' 5"f
17' 6"
18' 7"
15' 0"
o
ffl
um
c.
ct-
0 al
L s
C.
• _
RAM GROUP ARCHITECTS,
3030 North 14th
Phoenix, Arizona
Ph. (602)330.4912
PLLC
St. #115
85014
SEAL:
9291
_. --
REGISTERED
I2CHI'rL ' I
A . misra$*,
OF WASHINGTON
Rick,
STATIC
NO.
REVISION /ISSUE
DATE
PROJECT NUMBER
3083 hop routhcenfer Tukwila wa
DATE:
03 -21 -2008
I DRAWN BY:
SHEET TITLE
ROOF AND
CEILING
DETAILS
SHEET NUMBER:
A6.3
CITY SUBMITTAL
EXISTING STRUCTURE
31 CROSS BRACING 45
DEGREES @ 48" O,C,
31" METAL STUD TO
EXTEND TO UNDERSIDE
OF ROOF
GYP. BRD. TO EXTEND
6" ABOVE CEILING
cii ENTRY SOFfIT DETAIL
+21 - 2 3/8"
B.O. CEILING
+20 -4
8,0, CEILING
•13' -0"
8,0, CEILING
+12' - 0 11
B.O. CEILING
ENTRY SOff IT D -ETAI L
_ + 101_0"
1 B.O. CEILING /3rd SOFFIT
8.0. 2nd SOFFIT
Im T 8.0. 1st 50FFIT
10 SOFFIT DETAIL IN DINING
O 0
0 0
EXISTING STRUCTURE
3J CROSS BRACING 45
DEGREES @ 48" O.C.
3r METAL STUD TO
EXTEND TO UNDERSIDE
OF ROOF
GYP. BRO. TO EXTEND
6 ABOVE CEILING
DETAIL 1/A6,4
+17' -2'
B.O. CEILING
+13' -0
B.O. CEILING
+12' -0
B.O. SOFFIT
SCALE: 1/4 • 1'-0"
SCALE: 1/4" • 1
CEILING SUPPROT SEE
5/8 GYP. BD.- EXTEND
6" ABOVE LAY -IN
ACOUSTICAL CEILING
PANEL HEIGHT
3 5/8" METAL STUDS @
16 O,C. W/ CONT.
CHANNEL STUDS @ EA.
END - TYP.
SCALE: 1 -1/2" ■ 1'-0"
SLIPTRACK SYSTEMS
SLP -TRK BRAND
SLOTTED TRACK
II
II
II
II PRPL
i
i
R PLA
SLIP - TRACK TO TRUSS
f
1/2" DEFLECTION GAP
#8 WAFERHEAD FRAMING
SCREWS (TYP.)
1/2 DEFLECTION GAP
SLIP /FLEX TRACK ANCHOR TO METAL
BLOCKING W/ 3 - #10 X 5/8" SCREWS
CEILING PER PLAN
2 -1/2" FURRING OVER
EXISTING CMU FINISHED
WITH DRYWALL, TEXTURE
AND PAINTED
SHEET METAL
REINFORCING UNDER
DRYWALL FOR SUPPORT
OF WINDOW COVERINGS
tEt
EXISTING STORE FRONT
DOOR AND GLAZING TO
REMAIN
EXISTING STORE FRONT
GLAZING TO REMAIN
OAK TOP AND RETURN
DOWN TO EXISTING
ALUMINUM MULLION,
3 5/8" METAL STUD BLOCKING @ 32" O.C.
(48" O.C. FOR DIAG. BRC'G,) (OCCURS
WHEN PARALLEL TO TRUSS JOISTS)
EXISTING STORE FRONT
MULLION TO REMAIN -FIELD
VERIFY CONDITIONS.
LOW WALL FOR SUPPORT
OF BENCH SEAT
WINDOW TINT -DARK BLACK
ON EXISTING STORE FRONT
GLAZING.
DRYWALL FURRING AT -EXISTING STORE FRONT
SCALE: 1" • 1' -O"
EXISTING ROOF TRUSS SYSTEM CONTRACTOR TO FIELD
VERIFY ALL CONDITIONS
SLIP /FLEX TRACK ANCHOR TO METAL BLOCKING OR
BOTTOM OF TRUSS W/ 3 - #10 X 1 1/2" SCREWS (OCCURS
WHEN PERPENDICULAR TO TRUSS JOISTS),
PERPENDICULAR TRUSS CONDITION
EXISTING ROOF TRUSS SYSTEM CONTRACTOR TO FIELD
VERIFY ALL CONDITIONS
PARALLEL TRUSS CONDITION
SCALE: 1- 1/211 „ 11 -011
0
0
W
z
L
LARSEN'S ARCHITECTURAL SERIES
MODEL NUMBER: 2720 -RM
TRIM STYLE AND PROJECTION: 5S / 4 -1/2" SEMI
RECESSED
INSIDE BOX DIMENSIONS: 27" X 20" X8"
OUTSIDE TRIM DIMENSIONS: 30 -1/2" X 23 -1/2"
ROUGH OPENING: 28" X 21" X 4"
DOOR STYLE: FULL GLASS WITH LARSEN LOC.
16ga. STX METAL STUDS
OR GREATER @ 16 0.
SEE INTERIOR ELEV'S
FOR WALL FINISH
1
/ /
/
//
/ I,
I
I I
I I
'II
1 1
1 1
1 1
1
' I ' I
I ,
1 ,
1 ' 1
l I
I I
I I
I I
1
I 1
HI
LJ
A- ( 4
-r w1
r .
J
PORTABLE FIRE EXTINGUISHER TO BE "CLASS K
COMBUSTIBLE COOKING MEDIA FIRE
REQUIREMENTS OF NFPA 10" EXTINGUISHER
COMPLIANCE WITH ULI RATED 2 -A -K, UCL
RATED 1 -A-K, UL STANDARD 8 AND 711.
EXTINGUISHER TO BE ANSUL MODEL K01 -2 1,6
GALLON CAPACITY
O' -0"
FINISH FLOOR
B LOCATED IN RATED WALL
FIRE EXTINGUISHER CABINET
CC LOW WALL DETAIL
SECTION A
d-
r /1 ";1
u_ L
L
WALL FRAMING PER PLAN
m
r - t
I I
H
LJ
5/8" GYP, BD. & DURO, ROCK, SEE
SHEET A2.6 FOR WALL FINISH
SCHEDULE
16 GA, STX MTL STUDS OR
GREATER @ 16"O.C.
LOW WALL STIFFENER POST
SEE DETAIL
4"
5/8 GYPSUM BOARD
WALL FRAMING PER PLAN
5/8 GYPSUM BOARD
FRP PANEL
SCALE: 1 - 1/2 11 • 1
3 "x18 GA. CLIP EA. SIDE OF
METAL STUD AT TS POST
3 5/8" METAL STUD TRACK WITH 11/16'
RAMSET PINS @ 32" O.C.
FOR BASE & FLOORING - SEE
FINISH FLOOR PLAN SHEET A2.2
(3) 1/2 x 5" LAG SCREWS
TOP, MIDDLE, & BOTTOM
(2) 3 -5/8 VERTICAL
END CAP W /CHANNEL
2 TUBE STEEL.
CORE DRILL & EPDXY INTO
SLAB, EMBED MIN. 5" INTO
SLAB, REPAIR SLAB
MOISTURE BARRIER IF
PENETRATED.
SCALE: 1 - 1/2" • 1
"LONG SWEEP"
BEND 24" RADIUS
(18" MIN.) _ -•r - -- '
BEVERAGE
CONDUIT -BY
ELECTRICAL
CONTRACTOR
COORDINATE
LOCATION WITH
PURVEYOR
ALL CONDUIT TO BE 4" I.D. MINIMUM. ALL BENDS TO BE "LONG SWEEP" 24" MINIMUM RADIUS. DO NOT USE
PLUMBING TEES OR ELBOWS, UTILIZE THE LEAST NUMBER OF BENDS AS POSSIBLE, CONTRACTOR TO VERIFY AND
PROVIDE CONDUIT PER APPLICABLE CODES FOR ABOVE RUNS. INSTALL PULL BOX EVERY 75 LINEAR FEET OR
EVERY THREE BENDS, DEBURR ALL SHARP EDGES AND SAW CUTS ON I.D. OF CONDUIT, 18" MINIMUM CENTERS ON
CONTINUING STUB -UPS. CAP ENDS DURING CONSTRUCTION. INSTALL ELECTRICAL PULL -WIRE IN CONDUIT. THE
BEVERAGE CONDUIT SHOWN DOES NOT REFLECT ACTUAL LINE RUN - THIS IS SHOWN FOR GRAPHICAL
REPRESENTATION ONLY, WHERE BEVERAGE EQUIPMENT IS PROVIDED AND INSTALLED BY THE BEVERAGE VENDOR,
ALL TRADES ARE RESPONSIBLE FOR VERIFYING THE SIZE AND REQUIREMENTS WITH THE VENDOR.
C
c2)
BEVERAGE SYSTEM
T
r
SYRUP BOX
STAND
CO2
TANK
CAP <
•
SODA LINE SCHEMATIC
UNISTRUT- SUPPORT OF
CONDUIT AT 36 0,C.
INSTALLED BY GENERAL
CONTRACTOR
LINE BY SODA
CONTRACTOR
4" PVC
RACEWAY CONDUIT DETAIL
UNISTRUT- SUPPORT
AS REQ'D BY REFRIG.
CONTRACTOR
INSULATED LINE
BY REFRIG.
CONTRACTOR
SLEEVE
THROUGH TOP
OF WALK -IN
FINISH CLG.
WALK -IN
COOLER /FREEZER
RACEWAY CONDUIT DETAIL
PULL BOX BY ELECTRICAL CONTRACTOR
PULL BOX MUST BE MAINTAINED UNTIL
BEVERAGE LINES HAVE BEEN PULLED
CEILING
PVC
BUILDING WALL
OPENING WHERE INDICATED
BY PLUMBING.
CONTRACTOR. SEE PLAN
FOR SIZE
LONG SWEEP 90 CUT
OFF FLUSH W/ WALL
FINISH
FLOOR
....a - EWED FUK
CODE COMPLIANCE
APPROVED
MAY - 1 2008
Citl Of TUkwila'
B ILD`N . DIVISION
RECE v :t
CITY OF TUKWILA
APR 21 Z008
PERMIT CENTER
"LONG SWEEP"
BEND 24" RADIUS
(18" MIN.)
CEILING
WALL
BEVERAGE
DISPENSER
BEVERAGE
COUNTER
SCALE: 1/4" ■ 1'-O"
SCALE: NTS
RECENFr
APR 10 2008
PERMIT CENTEv
SCALE: NTS
EN
RAM GROUP ARCHITECTS, PLLC
3030 North 14th St. #115
Phoenix, Arizona 85014
Ph. (602)330.4912
STUD
SPACING
SEAL:
CI iiTECT
STUD STYLE
R A, :.. MTS::IEL
STATE 01 WASHINGTON
5
10
15
20
5
10
15
20
2 -1/2" 25 -GA.
12
10' -11"
8 -8"
7' -7"
6' -9"
13' -6"
10' -2"
8' -2"
6 -11"
16
NO.
7'_11"
REVISION /ISSUE
DATE
12
8' -8"
6'_11"
5
24
8' -8"
6' -9"
4' -9"
-
10' -2"
6' -11"
5 -9
4 -4"
3 -5/8" (2) 25 -GA.
12
14' -7"
11' -7"
9 -8"
7' -3"
17 -5"
11 -2"
8' -4"
6' -8"
16
13' -3"
PRO] CT NUMBER:
3083 ihop soufhcenfer lukwilo ha
7' -3"
DATE: I DRAWN BY:
03 -21 -2008
14' -8"
SHEET TITLE
CEILING AND
SOFFIT DETAILS
6' -8"
SHEET NUMBER:
A6.4
CITY SUBMITTAL
LIMITING SPAN - STEEL STUD CEILING SYSTEM (1)
STUD
SPACING
SINGLE SPAN (FT.IN.)
(UNIFORM LOAD- PSF)
DOUBLE AND TRIPLE SPAN (FT,IN,)
(UNIFORM LOAD - PSF)
STUD STYLE
(IN,)
5
10
15
20
5
10
15
20
2 -1/2" 25 -GA.
12
10' -11"
8 -8"
7' -7"
6' -9"
13' -6"
10' -2"
8' -2"
6 -11"
16
9'_11"
7'_11"
6' -10"
5' -4"
12
8' -8"
6'_11"
5
24
8' -8"
6' -9"
4' -9"
-
10' -2"
6' -11"
5 -9
4 -4"
3 -5/8" (2) 25 -GA.
12
14' -7"
11' -7"
9 -8"
7' -3"
17 -5"
11 -2"
8' -4"
6' -8"
16
13' -3"
10' -6"
7' -3"
5 -5"
14' -8"
9' -2"
6' -8"
5' -3"
24
11' -7"
7' -3"
4' -9"
-
11' -2"
6' -8"
44"
-
4 121 25 -GA.
12
15' -9
12' -6"
10 -4"
9' -0
17' -6"
11' -0"
8' -0"
6 -3"
16
14' -4"
11' -0"
9' -0"
7' -6"
14' -7"
8' -9"
6' -3"
4' -10"
24
12' -6"
9' -0"
6' -8"
5
11' -0"
6' -3"
4 -4"
-
2 -1/2" 20 -GA.
12
13' -2"
10' -5"
9' -1"
8' -3"
16' -4"
12' -11"
111-4"
101_0"
16
11' -11"
9 -6"
8 -3"
7' -6"
14 -10"
11' -9"
10' -0"
8' -9"
24
10' -5"
8' -3"
7 -3"
6 -4"
12' -11
10' -1"
8' -2"
7'4"
3 -5/8" 20 -GA.
12
171 -6"
13' -11"
12' -2"
11 -0"
21' -9"
17' -3"
15' -0"
13 -3"
16
15' -11"
12' -8"
11' -0
10
19
15
131_3"
11' -6"
24
13 -11"
11' -0"
9' -8"
8' -4"
17' -8"
13 -3
10 -10"
9 -4"
4" 20 -GA.
12
19 -0"
15 -0"
13' -2"
11 -11"
23 -6"
18'-8"
16 -3"
14' -3"
16
17' -3"
13
11 -11
10' -10"
21 -4"
16 -11"
14 -3"
12 -4"
24
15'-0"
11' -11"
10
9' -0"
18
14' -3"
11' -7"
91_9"
6 20 -GA.
12
26 -3"
10' -10"
18 -2"
16' -6
32' -6"
25 -9"
20' -3"
16 -10"
16
23' -10"
18
16 -6"
14' -9"
29' -6"
21' -10"
16 -10"
13' -10"
24
10' -10"
16' -6"
13 -11"
12 -0"
25' -9"
16 -10"
13 -10"
10' -2"
VENT THROUGH ROOf DETAIL
SOFFIT DETAIL
B.O. CEILING
+10'-0"
B.O. CEILING
B.O. SOFFIT
B.O. CEILING
+ 1Qi.pn
B.O. CEILING
Id B.O. SOFFIT
8 I SOFFIT DETAIL
6" 12" MIN.
12" MIN.
/ / /
DINING ROOM
6"
VENT VERIFY SIZE)
LEAD JACK WITH BELLOWS TURN
TOP DOWN INTO VENT NAIL BOTTOM
TO PLYWOOD
VENT SLEEVE (VERIFY SIZE)
FLASHING AS REQ'D
1x12 TAPERED BOARDS
BUILT -UP ROOFING
J
HALLWAY
DINING ROOM
KITCHEN
SCALE: 1 • 1
CROSS BRACING 45
DEGREES @ 48" 0.C,
METAL STUD
5/8" GYP. BRD. TO
EXTEND 6" ABOVE
CEILING
SCALE: 3/4°
CROSS BRACING 45
DEGREES @ 48" 0.C.
METAL STUD
5/8" GYP. BRD, TO
EXTEND 6" ABOVE
CEILING
SCALE: 3/4° ■ 1 1L 0 11
ATTACH FIXTURE HOUSING TO CEILING SYSTEM W/
SELF TAPPING SHEET METAL SCREWS - ONE AT
EACH CORNER.
ND. 12 GAUGE
WIRE (TYP,)
MAIN
RUNNERS
CROSS RUNNERS
16D NAIL (TYP.)
(4) TURNS MIN. (TYP.)
12 GA WIRE TIES AT
EACH CORNER
CEILING TILES PER
REFLECTED CEILING
PLAN AND INTERIOR
FINISH SCHEDULE
SUSPENDED CEILING DETAIL
MECHANICAL MAKE UP AIR
UNIT
4" CANT STRIP
6"
MIN.
TYP.
LAY -IN LIGHT FIXTURE
NOTE: LATERAL SUPPORT FOR
SEISMIC ZONES ONLY.
24 GA. G.S.M. CAP FLASHINP
BY ROOFING CONTRACTOR I
BEFORE EQUIPMENT IS I
INSTALLED 1
a- MIN.
t i I I ..1
7
2x BLOCKING TO BOTTOM
CORD OF I -JOIST ATTACH
WITH 2 #10 WOOD SCREWS @
EA. CHORD
1
ROOFING MATERIAL TO MAT
ROOF - CONTRACTOR TO FULLY REPAIR ALL
DAMAGE TO EXISTING ROOFING DUE TO
INSTALLATION OF NEW MECHANICAL
DUCT
LATERAL BRACING FOR SUSPENDED CEILING MUST BE
PROVIDED PER CODE REQUIREMENTS WHERE CEILING
LOADS ARE LESS THAN 5 LBS PER FT. AND NOT
SUPPORTING INTERIOR PARTITIONS. CEILING BRACING
SHALL BE PROVIDED BY FOUR NO, 12 GAUGE WIRES
SECURED TO THE MAIN RUNNER WITHIN 2" OF THE
CROSS RUNNER INTERSECTION AND SPLAYED 90
DEGREES FROM THE PLANE OF THE CEILING. THESE
HORIZONTAL RESTRAINT POINTS SHALL BE PLACED AT
1T -0" 0.C. IN BOTH DIRECTIONS, WITH THE FIRST
POINT WITHIN 4' -0" FROM EACH WALL. ATTACHMENT
OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE
SHALL BE ADEQUATE FOR THE LOAD IMPOSED.
2. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND
LABOR REQUIRED TO SECURE THE WIRE HANGERS TO
THE EXISTING STRUCTURE ABOVE. THE METHOD USED
MAY VARY DEPENDING UPON THE TYPE OF
STRUCTURE. THE CONTRACTOR SHALL PROVIDE A
DETAILED SHOP DRAWING WHICH CLEARLY INDICATES
THE TYPE OF FASTENER TO BE USED. THIS DRAWING
SHALL BE SUBMITTED TO THE ARCHITECT FOR
APPROVAL PRIOR TO FABRICATION OF THE SYSTEM,
3. SUSPENDED CEILING SHALL COMPLY WITH
INTERMEDIATE DUTY SYSTEM CLASSIFICATION,
CONTRACTOR SHALL SUBMIT SHOP DRAWING TO THE
ARCHITECT PRIOR TO INSTALLATION.
4, SUSPENDED CEILING INSTALLED IN KITCHEN AND ALL
FOOD PREPARATION AND STORAGE AREAS SHALL BE
SHEETROCK BRAND LAY -IN CEILING TILE "CLIMAPLUS"
VINYL COATED TILES. WHITE COLOR, PER ASTM E12.64
CLASSIFICATION TYPE XX, PATTERN G, ASTM E84
CLASS A.
ALL RECESSED LIGHTING FIXTURES TO BE SUPPORTED
DIRECTLY FROM ROOF STRUCTURE ABOVE, INSTALL A
MINIMUM OF (2) 12 GA. WIRES SLIGHTLY LOOSE TO ALLOW
SEATING OF LIGHT IN GRID SYSTEM
NOTE: COORDINATE WITH MECHANICAL CONTRACTOR
THE SMOKE DETECTOR INSTALLATION.
PROVIDE MAIN RUNNER OR CROSS
"T" AT ALL 4 SIDES OF ALL
GRILLES, REGISTERS ETC.
(4) #12 SPLAY WIRES IN —
PLANE OF RUNNERS.
ATTACH TO ROOF
FRAMING AS SHOWN
BELOW @ 12' -O" 0.C. 6' -O"
MAX FROM WALL.
SCALE: 1 - 1/2° ■ 1 1- 0 11
PREFABRICATED METAL
ROOF CURB SUPPLIED BY
MECHANICAL CONTRACTOR,
CURB LEVELED BY G.C.
1 1 1
_ --
t 1
-- — - -
` rmtk STRUCTURAL
EXISTING ROOF TRUS \`
FIELD VERIFY ALL
CONDITIONS
MECHANICAL EQUIP_ CURB MAU UNIT
NEW CURB ON EXISTING ROOF STRUCTURE SCALE: 1 -112" a 1 - 0"
45 DEG
RIGID INSUL., TYP.,
I PROVIDED AND INSTALLED
BY ROOFING CONTRACTOR
3 X 6 (RIP AS REQUIRED
FOR ROOF SLOPE) BY G.C.,
TYPICAL.
SINGLE SPAN, DOUBLE SPAN, TRIPLE SPAN
1, BASED ON L/240 ALLOWABLE DEFLECTION, BRACING OF TOP FLANGES IS REQUIRED AND MUST NOT EXCEED
48" 0.C. CHECK MANUFACTURER'S LITERATURE TO VERIFY THAT THE SELECTED FRAMING MEMBER IS CAPABLE
OF THE INDICATED SPAN.
2. STUD END STIFFENING REQUIRED. ADDITIONAL HANGERS ARE NECESSARY WHEN SPAN AREA EXCEEDS 16 FT.
SUSPENDED DRYWALL CEILING
VARIES
SEE STRUCTURAL FOR
I - JOIST SPACING
CI-IAND /FAN SUP. 0 TRUSS
NOTE: CHANDELIER AND SAFETY KIT
SUPPLIED BY OWNER AND INSTALLED BY
G.C.
EXISTING TRUSS
(2) #12 GAUGE WIRES FOR
SWAY BRACING
THREADED ROD BY ELECTRICAL
CONTRACTOR
(4) TURNS MIN. (TYP.)
J -BOX
SCALE: 1" • 1 - 0"
CONDUIT
ACOUSTICAL CEILING TILE
CHANDELIER OR FAN -LIGHT (APPROX.)
IN DINING ROOMS
SCALE: 1' ■ P
GENERAL NOTES AND SPECIFICATIONS:
CROSS TEE SPACING IN HORIZONTAL SOFFIT PLANE IS NOT TO EXCEED 24 ". INTERMEDIATE CROSS TEES MAY BE
NECESSARY TO MAINTAIN VISUALLY ACCEPTABLE DRYWALL PLANES AND DRYWALL CORNERS.
GENERAL HANGER WIRE NOTES
HANGER WIRES ARE REQUIRED WITHIN 12" ON BOTH SIDES OF A PIVOTED SPLICE CLIP. AT LEAST 1 HANGER WIRE IS
REQUIRED WITHIN 12" OF A TRANSITION CLIP.
LIMITATIONS
DO NOT SUPPORT WIRES FROM MECHANICAL AND /OR ELECTRICAL EQUIPMENT OCCURRING ABOVE CEILING.
ACCESSORIES
INSTALL ACCESSORIES AS APPLICABLE TO MEET PROJECT REQUIREMENTS.
GYPSUM PANEL INSTALLATION
APPLY GYPSUM PANELS FIRST TO CEILING AND THEN TO WALLS. POSITION ALL ENDS AND EDGES OF GYPSUM PANELS
AT FRAMING MEMBERS, EXTEND CEILING BOARD TO CORNERS AND MAKE FIRM CONTACT WITH THE WALL ANGLE,
CHANNEL OR TOP PLATE. TO MINIMIZE END JOINTS, USE PANELS OF MAXIMUM PRACTICAL LENGTHS. FIT ENDS AND
EDGES CLOSELY, BUT NOT FORCED TOGETHER. CUT ENDS, EDGES; SCRIBE OR MAKE CUTOUTS WITHIN THE FIELD OF
PANELS IN A WORKMANLIKE MANNER. CUT GYPSUM BOARD TO SIZE USING A KNIFE AND STRAIGHT EDGE.
ATTACH 1/2" GYPSUM PANELS TO THE SUSPENSION SYSTEM MAIN RUNNERS, CROSS TEES AND CROSS CHANNELS WITH
CONVENTIONAL GYPSUM PANEL FASTENERS (NO. 6 TYPE HILO BUGLE HEAD, SELF-DRILLING, SELF-TAPPING STEEL
SCREWS) SPACED 8" 0,C. AT PERIPHERY OF GYPSUM PANELS AND LOCATED 3/8" IN FROM PANEL EDGES AND SPACED
12" 0.C. IN THE FIELD. DRIVE FASTENERS IN FIELD OF PANELS FIRST, WORKING TOWARD ENDS AND EDGES. HOLD
PANELS IN FIRM CONTACT WITH FRAMING WHILE DRIVING FASTENERS. DRIVE FASTENER HEADS SLIGHTLY BELOW
SURFACE OF GYPSUM PANELS IN A UNIFORM DIMPLE WITHOUT BREAKING FACE PAPER. (SEE GYPSUM PANELS AND
ACCESSORIES SPECIFICATION, SA927).
INSTALL TRIM AT ALL INTERNAL AND EXTERNAL ANGLES FORMED BY THE INTERSECTION OF PANEL SURFACES OR
OTHER DISSIMILAR MATERIALS. APPLY CORNER BEAD TO ALL VERTICAL OR HORIZONTAL EXTERNAL CORNERS IN
ACCORDANCE WITH MANUFACTURER'S DIRECTIONS.
CEILINGS NOTE
SEE DRYWALL /STEEL FRAMED SYSTEMS SPECIFICATIONS, SA923. SPACING OF DRYWALL GRID IS DESIGNED TO SUPPORT
ONLY THE DEAD LOAD. HEAVY CONCENTRATED LOADS SHOULD BE INDEPENDENTLY SUPPORTED. LIGHTING FIXTURES OR
TROFFERS, AIR VENTS AND OTHER EQUIPMENT SHOULD BE SEPARATELY SUPPORTED FROM THE STRUCTURE; GYPSUM
PANELS WILL NOT SUPPORT THESE ITEMS,
TO PREVENT OBJECTIONABLE SAG IN NEW GYPSUM PANEL CEILINGS, THE WEIGHT OF OVERLAID UNSUPPORTED
INSULATION SHOULD NOT EXCEED 1.3 PSF FOR 1/2" THICK GYPSUM PANELS WITH SPACING OF 24" 0.C.; 2.2 PSF FOR
1/2" THICK GYPSUM PANELS 16" O.C. FRAMING. WHERE SHEETROCK BRAND INTERIOR GYPSUM CEILING PANELS,
SAG - RESISTANT, ARE USED FRAMING SHOULD BE SPACED 24" 0.C. FOR 1/2" OR 5/8" PANELS. NOTE THAT 3/8" THICK
GYPSUM PANELS MUST NOT BE OVERLAID WITH UNSUPPORTED INSULATION. A VAPOR RETARDER SHOULD BE INSTALLED
IN EXTERIOR CEILINGS, AND PLENUM OR ATTIC SPACES SHOULD BE PROPERLY VENTED.
DURING PERIODS OF COLD OR DAMP WEATHER WHEN A POLYETHYLENE VAPOR RETARDER I5 INSTALLED ON CEILINGS
BEHIND THE GYPSUM PANELS, IT IS IMPORTANT TO INSTALL THE CEILING INSULATION BEFORE OR IMMEDIATELY AFTER
INSTALLING THE GYPSUM PANELS. FAILURE TO FOLLOW THIS PROCEDURE MAY RESULT IN MOISTURE CONDENSATION IN
THE BACK OF THE GYPSUM PANELS CAUSING SAG.
SPRAY - TEXTURED CEILINGS
WHERE WATER-BASED TEXTURING MATERIALS OR ANY SLOW- DRYING SURFACE TREATMENT ARE USED OVER
SINGLE -LAYER PANELS, MAXIMUM FRAME SPACING IS 16" D.C. FOR 1/2" PANELS APPLIED PERPENDICULAR TO FRAMING.
CONTROL JOINTS
PROVIDE CONTROL JOINT NO. 093 WHICH HAS A 3/32" GROUND FOR DRYWALL AND VENEER PLASTER. CEILING AREAS
SHOULD NOT EXCEED 50 FT. (2500 90. FT.) WITH PERIMETER RELIEF AND 30 FT. (900 SQ. FT.) WITHOUT PERIMETER
RELIEF.
KEY NOTES:
1.
2.
3.
SUSPENDED CEILING GRILLAGE ERECTION
SPACE 8 -GA. HANGER WIRES 48 O.C. ALONG CARRYING CHANNELS AND WITHIN 6" OF ENDS OF CARRYING-CHANNEL
RUNS.
FOR JOIST CONSTRUCTION, WRAP HANGER AROUND OR THROUGH BEAMS OR JOISTS. DD NOT ATTACH COMPONENTS
TO AIR DUCTS.
4, INSTALL 1 -1/2 CARRYING CHANNELS 48" 0.C. AND WITHIN 6" OF WALLS.
POSITION CHANNELS FOR PROPER CEILING HEIGHT, LEVEL AND SECURE WITH HANGER WIRE SADDLE TIED ALONG
CHANNELS.
PROVIDE 1" CLEARANCE BETWEEN RUNNERS AND ABUTTING WALLS AND PARTITIONS.
7. AT CHANNEL SPLICES, INTERLOCK FLANGES, OVERLAP ENDS 12" AND SECURE EACH END WITH DOUBLE- STRAND
18 -GA. TIE WIRE.
8. ERECT METAL FURRING CHANNELS AT RIGHT ANGLES TO 1 -1/2" CARRYING CHANNELS. SPACE FURRING WITHIN 6"
OF WALLS.
9. PROVIDE 1" CLEARANCE BETWEEN FURRING ENDS AND ABUTTING WALLS AND PARTITIONS.
10. ATTACH FURRING CHANNELS TO 1 -1/2" CHANNELS WITH WIRE TIES OR FURRING CHANNEL CLIPS INSTALLED ON
ALTERNATE SIDES OF CARRYING CHANNEL.
11. SADDLE TIE FURRING TO CHANNELS WITH DOUBLE- STRAND 18 -GA. TIE WIRE WHEN CLIPS CANNOT BE ALTERNATED.
AT SPLICES, NEST FURRING CHANNELS WITH AT LEAST AN 8" OVERLAP AND SECURELY WIRE TIE EACH END WITH
12, DOUBLE - STRAND 18 -GA. TIE WIRE.
5.
6.
R OF STRUCTURE - PROVIDE 20
B OCKING WITH SIMPSON PF24 HANGAR
A EACH END @ BOTTOM OF FRAMING
M MBERS WHEN CONDUIT FALLS IN
B TWEEN,
B
R
P
5
`Z
NDUIT COMPRESSION STRUT PRESSURE FIT
TWEEN ROOF STRUCTURE & CEILING MAIN
NNER @ 12' -0" 0,C. EACH WAY WITH FIRST
INT WITHIN 6' -O" OF PERIMETER WALLS.
E CONDUIT SCHEDULE TYP. FOR SEISMIC
NES ONLY.
Pi RIMETER WIRE @ EA,
T RMINATION POINT.
/
8" MAX.
FACE OF WALL
CONDUIT SCHEDULE
UP TO 4' LONG: 4' TO
5' LONG: 5' TO 8'
LONG: 8' TO 12' LONG:
3/4" DIA, CONDUIT 1" DIA.
CONDUIT 1 -1/2" DIA,
CONDUIT 2" DIA. CONDUIT
COMPRESSION STRUT DETAIL
RUN WIRE THROUGH CENTER OF
CONDUIT - CONNECT TO ROOF
STRUCTURE WITH EYE LAG SCREW.
WRAP WIRE THROUGH PRE-DRILLED
SLOTS IN RUNNERS AND AROUND
BOTTOM OF CONDUIT.
(4) 12 GAUGE SPRAY WIRES I@ 200
LB. DESIGN LOAD MIN.) REFER TO
DETAIL 1, THIS SHEET (TYP. FOR
SEISMIC ZONES ONLY).
CROSS RUNNER @2' -0" 0.C.
MAIN RUNNER @4' -0" 0.C.
ACOUSTICAL CEILING TILE
NOTE: COMPRESSION CONDUIT FOR
SEISMIC ZONES ONLY.
RECEIVED
CITY OF TUKVVILA
APR 21 2008
PERMIT CENTER
ECEMEr
APR 10 2008
PERMIT CENTEr
SCALE: 1° ■ 1 -0
0 I<[EYNOT-ES:
1. EXISTING STRUCTURE, CONTRACTOR TO FIELD VERIFY ALL
EXISTING CONDITIONS PRIOR TO LAYOUT. EXISTING
STRUCTURE DRAWING BASED UPON SHELL INFORMATION
RECEIVED FROM SHELL DESIGN APPROVED PLANS NOT
FROM EXISTING CONDITIONS.
2. NEW ROOF TOP MECHANICAL UNITS, CONTRACTOR TO FULLY
REPAIR ALL DAMAGE TO ROOFING DUE TO INSTALLATION
OF NEW MECHANICAL SYSTEMS. SEE MECHANICAL
DRAWINGS FOR EQUIPMENT SPECIFICATIONS.
3. NEW INFILL OF CONCRETE SLAB DUE TO SAW CUT OF
EXISTING SLAB FOR INSTALLATION OF NEW PLUMBING.
4. KITCHEN GREASE EXHAUST DUCT TO FAN, DUCT TO BE
FULLY PROTECTED BY 3M /20A DUCT WRAP PER ICC REPORT
ESR -1255.
5. LAY IN CEILING - VINYL CLAD PER REFLECTED CEILING
PLAN.
6. SODA LINE IN CONDUIT SUPPLIED & INSTALLED BY
ELECTRICAL CONTRACTOR - SIZE PER REQUIREMENT OF
SODA VENDOR.
7. STAINLESS STEEL TYPE I KITCHEN EXHAUST HOOD, UL710,
UL1046, UL1598 APPROVALS
8. LIGHT FIXTURE PER ELECTRICAL.
9. KITCHEN EQUIPMENT PER KITCHEN PLANS,
10. LOW WALL DRYWALL OVER METAL STUDS FINISHED PAINT,
TAPE AND TEXTURE,
11. SEATING BOOTH OWNER SPECIFIED.
12. TABLE AND CHAIRS BY OWNER.
13. SUSPENDED DRYWALL CEILING.
14, LAY -IN ACOUSTICAL CEILING TILES IN METAL GRID.
15. FLOOR SINK PER PLUMBING PLAN.
16. FRP WALL FINISH AT ALL KITCHEN INTERIOR WALL U.N.O.
FINISH TO BOTTOM OF CEILING.
17. STAINLESS STEEL TYPE II HOOD TO REMOVE STEAM FROM
DISH WASHING EQUIPMENT
18. ALL HOT WATER AND DRAIN PIPES SHALL BE INSULATED
MINIMUM HOT WATER SUPPLY INSULATION SHALL BE PRE
MOLDED FIBERGLASS PIPE INSULATION WITH WHITE ALL
SERVICE JACKET INSULATION THICKNESS SHALL BE MIN P.
19. STAINLESS STEEL WALL PANEL AT COOKLINE AND
WAREWASH AREA BY KITCHEN EQUIPMENT CONTRACTOR,
20. REMOVE EXISTING STORE FRONT WINDOW, REPLACE WITH
DOORS PER PLAN.
21. INSTALL BLACK OUT WINDOW FILM AT ALL CONCEALED
STORE FRONT GLASS THAT I6 TO BE COVERED BY NEW
INTERIOR FURRING.
22. THROUGH PENETRATION FIRE STOP AT ALL PENETRATIONS
OF EXISTING PIPE AND CONDUIT THROUGH DEMISING WALL
PER DETAILS. FIELD VERIFY ALL CONDITIONS AND
LOCATIONS.
23. DRYWALL SOFFIT OVER METAL CHANNEL AT DINING AREA.
24. PORTABLE FIRE EXTINGUISHER IN SEMI RECESSED CABINET,
EXTINGUISHER TO BO "CLASS K COMBUSTIBLE COOKING
MEDIA" FIRE REQUIREMENTS OF NFPA 10 EXTINGUISHER
COMPLIANCE W /ULI RATED 2 -A -K, UCL RATED 1 -A -K, UL
STANDARD 8 & 711, EXTINGUISHER TO BE ANSUL MODEL
K01 -2 1.6 GALLON CAPACITY.
25, STAINLESS STEEL CLOSURE PANEL AT TOP AND SIDES OF
COOLER /FREEZER BOX, CLASS I AND CLASS II HOODS TO
CEILING, FIELD VERIFY EXACT DIMENSION.
26, TELEPHONE COMMUNICATIONS MOUNTING BOARD,
27. ELECTRICAL PANELS PER ELECTRICAL PLAN, TYP.
28, AIR CURTAIN PROVIDED BY KITCHEN EQUIPMENT
CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR.
29. ANSUL R-102 (UL U300 LISTED) FIRE SUPPRESSION SYSTEM,
PER NFPA 17A AND NFPA 96.
30. ANSUL PULL STATION, WALL MOUNTED +48" A.F.F.
31. WALK -IN COOLER & FREEZER WALL AND DOOR PANELS BY
MANUFACTURE.
32. SEE MECHANICAL FOR SUPPLY DUCT WORK IN CEILING.
33. SERVICE /MOP SINK.
34. POINT OF SALE STATION LOCATION.
35, FLOOR MOUNTED TOILET PARTITION - SELECTED BY OWNER.
36, GRAB BAR AT TOILET - PER SHEET A0.2 ACCESSIBLE
STANDARDS DETAILS.
37, WATER CLOSET PER PLUMBING PLANS AND
SPECIFICATIONS.
38. EXIT SIGN PER ELECTRICAL SPECIFICATIONS.
39. EXISTING STOREFRONT GLAZING TO REMAIN - FIELD
VERIFY EXACT CONFIGURATIONS.
- _
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY -1 2008
"
City Of Tukwila
BUILDING DIVISION
GENERAL NOT S:
1. ALL DIMENSIONS ARE TO FACE OF METAL STUD UNLESS
NOTED OTHERWISE.
2. CONTRACTOR TO VERIFY AND CONFIRM ALL EXISTING
CONDITIONS PRIOR TO LAYOUT OF NEW INTERIOR SPACE.
EXISTING CONDITIONS ARE BASED UPON DRAWING FILES
RECEIVED FROM SHELL ARCHITECT, NOT FROM ACTUAL
EXISTING CONDITIONS.
3, CONTRACTOR TO FULLY REPAIR AND REPLACE ANY DAMAGED
EXISTING BUILDING ELEMENTS TO ORIGINAL INSTALLED
CONDITION AFTER INSTALLATION OF NEW TENANT
IMPROVEMENTS.
4. CONTRACTOR TO COORDINATE WITH PROPERTY MANAGEMENT
FOR STAGING OF CONSTRUCTION AND STORAGE OF
MATERIALS & OBTAIN APPROVALS PRIOR TO BEGINNING ANY
NEW CONSTRUCTION.
5, CONTRACTOR TO COORDINATE WITH TENANT THE FINAL
LOCATIONS OF FURNISHINGS AND WALL DECORATIVE
ELEMENTS
6, ALL DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT
THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. EXIT
DOORS TO BE PROVIDED WITH PANIC HARDWARE PER DOOR
SCHEDULE.
7. PRIOR TO START OF FRAMING; GENERAL CONTRACTOR SHALL
VERIFY ALL FRAMING REQUIREMENTS FOR MECHANICAL
EQUIPMENT, MECHANICAL CHASES, PLENUMS, CABINETS AND
OTHER CONSTRUCTION ELEMENTS WITHIN THIS BUILDING NOT
SPECIFICALLY DETAILED IN THESE CONSTRUCTION
DOCUMENTS.
8. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR, HAS
INCLUDED IN HIS BID THE HIGHEST QUALITY AND GREATEST
QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS
IN THE CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR
UNDEFINED.
9. GLAZING (GLASS) SUBJECT TO HUMAN IMPACT SHALL BE
SAFETY GLAZED
1OALL FINISHES AND FINISH MATERIALS, COLORS,TEXTURES
SHALL BE VERIFIED BY THE OWNER OR PRIOR TO
INSTALLATION FABRICATION OR ORDERING.
11. NEW MECHANICAL UNITS TO BE FULLY SCREENED BY
EXISTING PARAPET WALLS SEE MECHANICAL PLANS FOR
UNIT SPECIFICATIONS,
RAM GROUP ARCHITECTS, PLLC
3030 North 14th St. #115
Phoenix, Arizona 85014
Ph. (602)330 -4912
SEAL:
929
SPAM
:ITc
GR_TX
Nerorr
07 WASRI
'0N RIMS
BUILDING "S" - SUITE 104
17250 SOUTHCENTER PARKWAY
SOUTHCENTER PKWY. & MINKLER BLVD.
TUKWILA, WASHINGTON
�
• 0H1
NO_
REVISION /ISSUE
DATE
RECEIVED
CITY OF TUKV'
LA
APR 21 20118
F
ERMIT CEN°
- ER
PRO]fCT NIIMBR:
3083 ihop soufhcenfer lukwilo wo
OM:
03 -21 -ZOOS
I DAMN BY:
SHEET TITLE
INTERIOR ELEVATIONS
BUILDING SECTIONS
"A" AND IBn
SHEET NUMBER:
A
CITY SUBMITTAL
+21' -2 3/8" A.F.F.
IV B.O. CEILING
}
+20' -4" A.F.F.
Y B.O. CEILING
+12' -0 A.F.F.
B.O. SOFFI T
0' -0"
FINISHED FLOOR
0
•1
6
i
( 022 )
18006)
1800
it - --
1 (005A) 1 1 (0058) 1
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n n n n n
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II C---„--- I I II E - -- - - -� II
II II ;; II II II
u u u u =1 F
IL = - =I IL - - =1 11 ii = - - - - - -
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BEYOND
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_J L_ _J
003
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� ( 005C ) �
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(001)
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1.
>✓ x -11
' - 1- - 11 - = --- ir iF�' 9r- y�' = 1r�= �9r --r '1F__ __i F____�r^ - yl' __'1F iF____9r -- Ir 11 iF____�f _ '_ {1•.____ "1h____il' = '1r 1 � - �'`�
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J - - 10Af J_J 4_�ar _JL J4_ _J ....14_'m _.IL JL_ lntlr_JL_�C_ �ar JL__ _ �� - mar -mar � °ar - �ar - _ IAAf lGID' --
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B.O. CEILING
+17' -2" A.F.F.
B.O. CEILING
+12' -0" A.F.F.
B.O. SOFFIT `f
0' - 0"
FINISH FLOOR 'r
+21' -2 3/84 k_
_ / B.O. CEILING
5.0. CEILING
41 61 -2n AL
B.O. CEILING
BUILDING SECTIONS /INTERIOR ELEVATION
BUILDING SECTIONS /INTERIOR ELEVATION
1/4 = 1' -0
1/4" = 1' -0"
0 I <EYNOT -ES:
1. EXISTING STRUCTURE, CONTRACTOR TO FIELD VERIFY ALL
EXISTING CONDITIONS PRIOR TO LAYOUT. EXISTING
STRUCTURE DRAWING BASED UPON SHELL INFORMATION
RECEIVED FROM SHELL DESIGN APPROVED PLANS NOT
FROM EXISTING CONDITIONS.
2. NEW ROOF TOP MECHANICAL UNITS, CONTRACTOR TO FULLY
REPAIR ALL DAMAGE TO ROOFING DUE TO INSTALLATION
OF NEW MECHANICAL SYSTEMS. SEE MECHANICAL
DRAWINGS FOR EQUIPMENT SPECIFICATIONS,
3. NEW INFILL OF CONCRETE SLAB DUE TO SAW CUT OF
EXISTING SLAB FOR INSTALLATION OF NEW PLUMBING.
4, KITCHEN GREASE EXHAUST DUCT TO FAN, DUCT TO BE
FULLY PROTECTED BY 3M /20A DUCT WRAP PER ICC REPORT
ESR -1255.
5. LAY IN CEILING - VINYL CLAD PER REFLECTED CEILING
PLAN.
6. SODA LINE IN CONDUIT SUPPLIED & INSTALLED BY
ELECTRICAL CONTRACTOR - SIZE PER REQUIREMENT OF
SODA VENDOR,
7. STAINLESS STEEL TYPE I KITCHEN EXHAUST HOOD, UL710,
UL1046, UL1598 APPROVALS
8. LIGHT FIXTURE PER ELECTRICAL.
9, KITCHEN EQUIPMENT PER KITCHEN PLANS,
10. LOW WALL DRYWALL OVER METAL STUDS FINISHED PAINT,
TAPE AND TEXTURE.
11. SEATING BOOTH OWNER SPECIFIED.
12. TABLE AND CHAIRS BY OWNER.
13. SUSPENDED DRYWALL CEILING.
14. LAY -IN ACOUSTICAL CEILING TILES IN METAL GRID,
15, FLOOR SINK PER PLUMBING PLAN.
16. FRP WALL FINISH AT ALL KITCHEN INTERIOR WALL U.N.O.
FINISH TO BOTTOM OF CEILING.
17. STAINLESS STEEL TYPE II HOOD TO REMOVE STEAM FROM
DISH WASHING EQUIPMENT
18, ALL HOT WATER AND DRAIN PIPES SHALL BE INSULATED
MINIMUM HOT WATER SUPPLY INSULATION SHALL BE PRE
MOLDED FIBERGLASS PIPE INSULATION WITH WHITE ALL
SERVICE JACKET INSULATION THICKNESS SHALL BE MIN 1 ".
19. STAINLESS STEEL WALL PANEL AT COOKLINE AND
WAREWASH AREA BY KITCHEN EQUIPMENT CONTRACTOR.
20. REMOVE EXISTING STORE FRONT WINDOW, REPLACE WITH
DOORS PER PLAN.
21, INSTALL BLACK OUT WINDOW FILM AT ALL CONCEALED
STORE FRONT GLASS THAT I6 TO BE COVERED BY NEW
INTERIOR FURRING.
22. THROUGH PENETRATION FIRE STOP AT ALL PENETRATIONS
OF EXISTING PIPE AND CONDUIT THROUGH DEMISING WALL
PER DETAILS. FIELD VERIFY ALL CONDITIONS AND
LOCATIONS.
23. DRYWALL SOFFIT OVER METAL CHANNEL AT DINING AREA.
24. PORTABLE FIRE EXTINGUISHER IN SEMI RECESSED CABINET,
EXTINGUISHER TO BO "CLASS K COMBUSTIBLE COOKING
MEDIA" FIRE REQUIREMENTS OF NFPA 10 EXTINGUISHER
COMPLIANCE W /ULI RATED 2 -A -K, UCL RATED 1-A-K, UL
STANDARD 8 & 711, EXTINGUISHER TO BE ANSUL MODEL
K01 -2 1.6 GALLON CAPACITY.
25. STAINLESS STEEL CLOSURE PANEL AT TOP AND SIDES OF
COOLER /FREEZER BOX, CLASS I AND CLASS II HOODS TO
CEILING, FIELD VERIFY EXACT DIMENSION.
26. TELEPHONE COMMUNICATIONS MOUNTING BOARD.
27. ELECTRICAL PANELS PER ELECTRICAL PLAN, TYP,
28, AIR CURTAIN PROVIDED BY KITCHEN EQUIPMENT
CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR.
29. ANSUL R -102 (UL U300 LISTED) FIRE SUPPRESSION SYSTEM,
PER NFPA 17A AND NFPA 96,
30. ANSUL PULL STATION, WALL MOUNTED 448" A.F.F.
31. WALK -IN COOLER & FREEZER WALL AND DOOR PANELS BY
MANUFACTURE.
32. SEE MECHANICAL FOR SUPPLY DUCT WORK IN CEILING,
33. SERVICE /MOP SINK.
34, PRINT OF SALE STATION LOCATION.
35. FLOOR MOUNTED TOILET PARTITION - SELECTED BY OWNER.
36. GRAB BAR AT TOILET - PER SHEET A0.2 ACCESSIBLE
STANDARDS DETAILS.
37. WATER CLOSET PER PLUMBING PLANS AND
SPECIFICATIONS.
38. EXIT SIGN PER ELECTRICAL SPECIFICATIONS,
39. EXISTING STOREFRONT GLAZING TO REMAIN - FIELD
VERIFY EXACT CONFIGURATIONS.
INCOMP
LTR#
REVISION
Po4 ciy_41
.
GENERAL NOTES:
1. ALL DIMENSIONS ARE TO FACE OF METAL STUD UNLESS
NOTED OTHERWISE.
2. CONTRACTOR TO VERIFY AND CONFIRM ALL EXISTING
CONDITIONS PRIOR TO LAYOUT OF NEW INTERIOR SPACE.
EXISTING CONDITIONS ARE BASED UPON DRAWING FILES
RECEIVED FROM SHELL ARCHITECT, NOT FROM ACTUAL
EXISTING CONDITIONS.
3. CONTRACTOR TO FULLY REPAIR AND REPLACE ANY DAMAGED
EXISTING BUILDING ELEMENTS TO ORIGINAL INSTALLED
CONDITION AFTER INSTALLATION OF NEW TENANT
IMPROVEMENTS.
4, CONTRACTOR TO COORDINATE WITH PROPERTY MANAGEMENT
FOR STAGING OF CONSTRUCTION AND STORAGE OF
MATERIALS & OBTAIN APPROVALS PRIOR TO BEGINNING ANY
NEW CONSTRUCTION.
5. CONTRACTOR TO COORDINATE WITH TENANT THE FINAL
LOCATIONS OF FURNISHINGS AND WALL DECORATIVE
ELEMENTS
6. ALL DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT
THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. EXIT
DOORS TO BE PROVIDED WITH PANIC HARDWARE PER DOOR
SCHEDULE.
7. PRIOR TO START OF FRAMING: GENERAL CONTRACTOR SHALL
VERIFY ALL FRAMING REQUIREMENTS FOR MECHANICAL
EQUIPMENT, MECHANICAL CHASES, PLENUMS, CABINETS AND
OTHER CONSTRUCTION ELEMENTS WITHIN THIS BUILDING NOT
SPECIFICALLY DETAILED IN THESE CONSTRUCTION
DOCUMENTS.
8. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR, HAS
INCLUDED IN HIS BID THE HIGHEST QUALITY AND GREATEST
QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS
IN THE CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR
UNDEFINED,
9. GLAZING (GLASS) SUBJECT TO HUMAN IMPACT SHALL BE
SAFETY GLAZED
10ALL FINISHES AND FINISH MATERIALS, COLORS,TEXTURES
SHALL BE VERIFIED BY THE OWNER OR PRIOR TO
INSTALLATION FABRICATION OR ORDERING.
11. NEW MECHANICAL UNITS TO BE FULLY SCREENED BY
EXISTING PARAPET WALLS SEE MECHANICAL PLANS FOR
UNIT SPECIFICATIONS.
RAM GROUP ARCHITECTS,
3030 North 141h
Phoenix, Arizona
Ph. (602)330
PLLC
5t. #115
85014
-4912
SEAL:
-. 9293 ... -.. _...
1 y CIExTSCx
saw 0P YioASR OR
STORE NO.
BUILDING "S" - SUITE 104
17250 SOUTHCENT[R PARKWAY
SOUTHCENTER PKWY. & MINKLER BLVD.
TUKWILA, WASHINGTON
1 Nba nv is��
• OH1
NO.
REVISION /ISSUE
DATE
httl.tIVGL'
CITY OF TUKV'ILA
APR 2 1 ZO
)8
PE
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I EIS
PROECT NUb1BfR:
3083 ihap sauthcenh r Tukwila wo
DATE: I DRAWN BY:
03 -21 -2008
SHEET TITLE
INTERIOR ELEVATIONS
BUILDING SECTIONS
►►KI► AND "L"
SHEET NUMBER:
A3.7
CITY SUBMITTAL
o i k +17' = 2" A.F.F.__
B.O. CEILING
o d i +16 , -1" A.F.F. -
B.O. SOFFIT
+13' -0" A.F.F._
B.O. CEILING
. . . ..... .. ...... ... .. ..
B.O. SOFFIT
, +11' -0" A.F.F.
B SO
FINISHED FLOOR
T 1 ' 1 1
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BUILDING SECTIONS /INTERIOR :LEVATION
arm. ... ,ei:%r.3t�. rr3'': i>r..'
N
+10' -0" A.F.F.
B.O. CEILING
0'-
.F.IN15H
.FLOOR
1/4" = 1 -0"
COMA C OMP
APPR
0
BUILDING SECTIONS /INTERIOR ELEVATION
1/4" 1 -0"
a
4
a
1
0
C
8
0
LANDLORD Wi ' K - IHOP
17250 SOUTHCENTER PARKWAY SUITE 104
SOUTHCENTER QUARE
SOUTHCENTER PKWY. & MINKLER BLVD.
TUKWILA, WASHINGTON
SEPARATE PERMIT
REQUIRED FOR:
Mechanical
l Electrical
plumbing
!i Gas Piping
City 01 Tukwila
BUILDING DIVISION
REVISIONS
No c`ia gos shall be gads to the s*
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new ';ins
and may induta additional Nan rM f
By
/Ii
Date:, a /DA /
FILE P
Permit No
Plar review approval is subject to errors and omissions.
Approval of construction documents does not auihorize
the violation of any adopted code or ordnance. Receipt
of approved Field Copy and conditions is arc 1eded:
City of Tukwila
BUILDING DIVISION
GENERAL NOTES
ALL CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE.
ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS 4 PROJECT SPECIFICATIONS.
PROVIDE A FLOOR OR LANDING NOT GREATER THAN I" BELOW THRESHOLD AT ALL DOORWAYS.
PROVIDE BLDG. ADDRESS PER OWNERS BUILDING STANDARDS.
LIMIT AIR LEAKAGE PER W.S.E.C. SECT. 1314.
ALL SUB- CONTRACTORS MUST BE WORKING FROM A FULL SET OF DOCUMENTS.
ALL SUB - CONTRACTORS TO VERIFY ALL DIMENSIONS FOR THEIR GOP OF WORK. IN EVENTS OF CONFLICTS OR CHANGES BETWEEN
DETAILS OR BETWEEN PLANS AND SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY.
NO MATERIALS OR PRODUCTS CONTAINING ASBESTOS ARE TO BE UTILIZED IN THIS PROJECT. NO PRODUCTS ARE TO BE UTILIZED IN
THIS WORK THAT WILL REQUIRE SPECIAL INSPECTIONS OF HAZARDOUS MATERIALS SHOULD THEY BE REMOVED.
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE
PLANS 4 SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY.
FINISH FLOOR REF. DATUM EQUALS (100' -0 "). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION.
ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES U.N.O.
ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION
GRADE CEDAR OR REDWOOD, ALL MARKED BY AN APPROVED TESTING AGENCY.
ALL WOOD FORMS USED FOR CONCRETE, IN THE GROUND OR BETWEEN FOUNDATION SILLS 4 THE GROUND SHALL BE REMOVED.
PROVIDE HORIZONTAL FIREBLOCKING IN ALL FRAME WALLS AT 10'-O" O.G. 4 WHERE FRAME WALLS PENETRATE CEILING.
FIREBLOGK IN ACCORDANCE WITH I.B.G. SEG. 711.2.
DRAFTSTOPPING IN FLOORS IS NOT REQUIRE -D IN BUILDINGS EQUIPPED THROUGHOUT WITH SPRINKLER SYSTEMS IN ACCORDANCE WITH
SECTION 0 103.3.1.1. (IBC 111.3.3)
DRAFTSTOPPING IN ATTICS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN
ACCORDANCE WITH SECTION 0103.311. (IBC 111.4.3)
EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR
EFFORT. IBC 1008.1.8.1 HARDWARE. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS
REQUIRED TO BE ACCESSIBLE BY CHAPTER II SHALL NOT REQUIRE RIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO
OPERATE. 1008.1.8.3 LOCKS AND LATCHES. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS
WHERE ANY OF THE FOLLOWING EXISTS: 2. IN BUILDINGS IN OCCUPANCY GROUPS M, THE MAIN EXTERIOR DOOR OR DOORS ARE
PERMITTED TO BE EQUIPPED WITH KEY - OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: 2.1 THE LOCKING DEVICE
15 READILY DISTINGUISHABLE AS LOCKED, 2.2 A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE OR ADJACENT
TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH
HIGH ON A CONTRASTING BACKGROUND.
ALL ROOMS OR AREAS HAVING AN OCCUPANT LOAD OF 50 (1,500 5F OF RETAIL SPACE) OR MORE SHALL HAVE AT LEAST 2 EXITS
TO THE EXTERIOR OR TO AN EXIT CORRIDOR ( ONE -HOUR CONSTRUCTION). ( I.B.C. 1015.1 ) EXITS SHALL HAVE A MN. SEPARATION OF
ONE HALF THE MAX. OVERALL DIAGONAL OF THE BUILDING OR AREA SERVED, MEASURED IN A STRAIGHT LINE BETWEEN EXITS.
(I S.G. SECTION 1015.2.1)
EXCEPTION 2 - WHERE A BUILDING 15 EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH
SECTION 0 103.3.1.1 OR 403,3.1.2, THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS
THAN ONE -THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED.
EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO
EXCEED 25, AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING
SURFACE FINISH. (I.B.G. SECTION 803)
ELECTRIC RESISTANCE HEAT 15 NOT ALLOWED UNLESS THE WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE COMPLIANCE FORM
15 REVISED.
WHEN THE FLOOR AREA OF 'GROUP B OR GROUP M' OCCUPANCIES EXCEED 3000 5.F., TWO BARRIER FREE RESTROOMS WILL BE
REQUIRED. 2 WASHINGTON STATE AMENDMENTS
WHEN THE OCCUPANT LOAD EXCEEDS 50 THE DOORS MUST SWING IN THE DIRECTION OF EXIT TRAVEL. IBC 1008.1.2
DEAD END CORRIDOR IBC SECTION 1017.3 EXCEPTION 2:
IN OCCUPANCIES IN GROUPS B AND F WHERE THE BUILDING 15 EQUIPPED THROUGHOUT WITH AN AUTOMATIC, SPRINKLER SYSTEM IN
ACCORDANCE WITH SECTION 0 103.3.1.1, THE LENGTH OF DEAD END CORRIDOR SHALL NOT EXCEED 50 FEET (15240 MM)
SYMBOLS
OFFICE
BUILDING SECTION
SECTION IDENTIFICATION
LOCATED ON SHEET...
WALL SECTION
SECTION IDENTIFICATION
LOCATED ON SHEET..
DETAIL
DETAIL IDENTIFICATION
LOCATED ON SHEET
INTERIOR ELEVATION
ELEVATION IDENTIFICATION
LOCATED ON SHEET
ROOM SYMBOL
E- ROOM NAME
ROOM NUMBER
ROOM MATERIAL CODES
1st No FLOOR/BASE
2nd No WALLS /WAINSCOT
3rd No CEILING
CEILING HEIGHT
GRID MARKERS
LETTERS IN ONE DIRECTION
NUMBERS IN THE OTHER
DOOR SYMBOL
DOOR NUMBER
DOOR MARK
WALL SYMBOL
WALL IDENTIFICATION
WINDOW SYMBOL
�C WINDOW IDENTIFICATION
MATCH LINE
411----- SHADED PORTION IS THE
SIDE CONSIDERED
NORTH ARROW
ELEVATION MARKER
FINISH GRADE ELEVATION
TOP OF CURB
TOP OF PAVEMENT
CENTER LINE
PROPERTY LINE
NEW CONTOUR
EXISTING CONTOUR
REVISION CLOUD
IDENTIFYING NUMBER
GRAY LINES REPRESENT
EXISTING TO REMAIN
BLACK LINES REPRESENT
NEW CONSTRUCTION
DASHED LINES INDICATE EXISTING
BE REMOVED
VICINITY MAP
ABBREVIATIONS
e f I E
L
c
A.S.
ACOUS.
A.F.F.
AGGR.
ALUM.
ANOD.
APPROX.
ARCH.
ASPH.
BD.
BLDG.
BLK.
BLK'G.
BM.
SOT.
B.U.R.
CAB.
G.B.
GEM.
CH.
G.J.
CLG.
CLR.
G.O.
COL.
GONG.
CONN.
CONSTR.
CONT.
G.T.
C.T. R
CTSK.
DEL.
DEPT.
DET.
DIA.
DIM.
DN.
DR.
D.S.
DING.
E.
EA.
E.I P.S.
E.J.
EL.
ELEC.
ELEV.
ENCL.
E.P.
AND
ANGLE
AT
CENTERLINE
DIAMETER OR
ROUND
PERPENDICULAR
POUND OR NUMBER
ANCHOR BOLT
ACOUSTICAL
ABOVE FINISH FLR.
AGGREGATE
ALUMINUM
ANODIZED
APPROXIMATE
ARCHITECTURAL
ASPHALT
BOARD
BUILDING
BLOCK
BLOCKING
BEAM
BOTTOM
BUILT UP ROOF
CABINET
CATCH BASIN
GEMENT
CHANNEL
CONTROL JOINT
CEILING
CLEAR
GLEAN OUT
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CERAMIC TILE
CENTER
COUNTER SUNK
DOUBLE
DEPARTMENT
DETAIL
DIAMETER
DIMENSION
DOWN
DOOR
DOWNSPOUT
DRAWING
EAST
EACH
EXTERIOR INSULATION
FINISH SYSTEM
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELEVATOR
ENCLOSURE
ELECTRICAL PANEL
EQ.
EQUIP.
EXIST.
EXPO.
EXT.
F.O.I .C.
F.D.
F.E.
F.H.
FIN.
FLASH.
FLR.
FLUOR.
FOUND.
FRM'G.
FT.
FTC.
FURS.
GA.
GALV.
G.G.
GL.
CND.
GR.
GP.
G.W.B.
GYP.
HDWR.
HDCP.
HDWD.
H.B.
H.G.
H.M.
HORIZ.
HR.
HT.
I NST.
INSUL.
INT.
LAM.
LB.
LOC.
MATL.
MAX.
MFR.
M.H.
MECH.
MIN.
MISC.
MTD.
MTL.
N.
N.I.C.
NO.
N.T.S.
EQUAL
EQUIPMENT
EXISTING
EXPOSED
EXTERIOR
FURNISHED BY DINNER
INSTALLED BY CONTR.
FLOOR DRAIN
FIRE EXTING-
UISHER
FIRE HYDRANT
FINISH
FLASHING
FLOOR
FLUORESCENT
FOUNDATION
FRAMING
FOOT OR FEET
FOOTING
FURRING
GAUGE
GALVANIZED
GENERAL CONTRACTOR
GLASS
GROUND
GRADE
GROUP
GYPSUM WALL
BOARD
GYPSUM
HARDWARE
HAND I GAP
HARDWOOD
HOSE BIBB
HOLLOW GORE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
INSTALLATI ON
INSULATION
INTERIOR
LAMINATED U.B.G.
POUND
LOCATION UHF.
U.O.N.
MATERIAL
MAXIMUM
MANUFACTURER
MANHOLE
MECHANICAL
MINIMUM
MISCELLANEOUS
MOUNTED
METAL
NORTH
NOT IN CONTRACT
NUMBER
NOT TO SCALE
O.G.
0/
OPP.
PL. PLATE
PLYWD. PLYWOOD
P.P. POWER POLE
PLAM PLASTIC LAMINATE
R.
R.D.
REC.
REF.
REINF.
REQ
RM.
S.
S.G.
SGHED.
BHT.
SHT'G.
BIM.
SPEC.
SO.
STD.
STL.
STOR.
STRUC.
SUSP.
S.$ V.
SVC.
SYM.
SAN
T.
T.G.
TEL.
T.4 G.
THK.
T.D.P.
T.P.
T.W.
TYP.
VERT.
ON CENTER.
OVER
OPPOSITE
RADIUS OR RISER
ROOF DRAIN
RECOMMENDED
REFERENCE
REINFORCED
REQUIRED
ROOM
SOUTH
SOLID GORE
SCHEDULE
SHEET
SHEATHING
SIMILAR
SPECIFICATIONS
SQUARE
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
STAIN AND VARNISH
SERVICE
SYMMETRICAL
SIDEWALK
TREAD
TOP OF CURB
TELEPHONE
TONGUE AND GROOVE
THICK
TOP OF PLATE
TOP OF PAVEMENT
TOP OF WALL
TYPICAL
UNIFORM BUILDING
CODE
UNFINISHED
UNLESS OTHERWISE
NOTED
VERT GAL
WEST
WITH
WOOD
WINDOW
WITHOUT
WATERPROOF
WATER RESISTANT
WAINSCOT
WEIGHT
CONSULTANTS
OWNER:
TO WIG PROPERTIES L.L.G. 5.S
4811 -134TH PLACE SE
BELLEVUE, WA 4 18006
PH: (425) q57 -4774 FAX: (425) 865 -8648
E -MAIL: LESITYAWIG@INIGPROPERTIES.COM
CONTACT: LESHYA WIG
ARCHITECT / PLANNER:
FREIHEIT $ HO ARCHITECTS, INC., P.S.
10250 NE POINTS DRIVE. SUITE 500
KIRKLAND, WASHINGTON 0 18055
PH: (425) 827 -2100 FAX: (425) 828 -68aa
EMAIL: SVINBERG @FHOARCH.COM
CONTACT: SONNY VINBERG
TITLE INDEX
ARCHITECTURAL
A -0.1 COVER SHEET
A -2.0 REFERENCE SITE PLAN
A -5.0 FLOOR PLAN / WALL TYPE / DETAILS / SCHEDULES
A -5.I MEP PLAN
A -4.0 EXTERIOR ELEVATIONS
A -5.0 WALL SECTION
A - 6.0 DETAIL, TOILET PLAN
A -7.0 REFLECTED CEILING PLAN
REV COMPLIANCE
CODE
1_ 2 7 9111E
Of TilkWi
REJECT
LOCATION:
ZONING:
OCCUPANCY
NUMBER OF STORIES: I
I1250 SOUTHGE'NTE:R PARKWAY, TUKINI LA, 1NASH I NGTON
TUKJNILA URBAN CENTER (TUG)
M, (MERCANTILE)
CONSTRUCTION TYPE: TYPE V -E3, FULLY SPRINKLERE:D
TENANT SQUARE FOOTAE:
SUITE 104 3,826 + B34 (GORRIIDOR) = 4,160 SF
SU I LD I NG SQUARE FOOTAGE:
BUILDING 'S' 41,161 S.F.
ACCESSORS PARCEL NUMBERS
DESCRIPTION OF MORK:
CONSTRUCT LANDLORD'S WORK FOR TENANT IMPROVEMENT.
2623041080
2623041081
26250411 17
LEGAL DESCRIPTION
DESCRIPTION:
PARCEL A:
THAT PROTION OF THE NORTHWEST QUARTER OF THE SOUTH EAST QUARTER AND OF THE NORTHEAST QUARTER OF THE SOUTH
WEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED A5 FOLLOWS;
BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26;
THENCE NORTH 88 °05'42" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 1
FEET TO THE WEST LINE OF THE EAST 65 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER
THENCE SOUTH 0I 0 4124" WEST ALONG SAID WEST LINE A DISTANCE OF 658.25 FEET TO THE TRUE POINT OF
BEGINNING
THENCE CONTINUING ALONG SAID WEST LINE, A DISTANCE OF 662.05 FEET TO THE SOUTH LINE OF SAID NORTHWEST
QUARTER OF THE SOUTHEAST QUARTER;
THENCE NORTH 81 °5502" WEST ALONG SAID SOUTH LINE, 666.56 FEET TO THE WEST LINE OF THE NORTHWEST
QUARTER OF THE SOUTHEAST QUARTER;
THENCE NORTH 01 °12'25" EAST ALONG SAID WEST LINE, 661.05 FEET;
THENCE SOUTH 55°00'36" EAST 615.30 FEET TO THE POINT OF BEGINNING;
EXCEPT THAT PORTION CONVEYED TO THE CITY OT TUKWILA BY DEED RECORDED UNDER RECORDING NO.
014082010323 FOR MINKLER BOULEVARD
SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON.
PARCEL 8:
THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH,
RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF TEH SOUTHEAST QUARTER OF SAID SECTION 26;
THENCE NORTH 88 °0542" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 2618.68
FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER;
THENCE SOUTH 011225" WEST ALONG SAID EAST LINE 651.2 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 01 °1225" WEST 661.03 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER;
THENCE NORTH 87 °55'55" WEST ALONG SAID SOUTH LINE, 185.28 FEET;
THENCE NORTH 01°5527" EAST 344.45 FEET;
THENCE NORTH 81 °55'55" WEST 48 FEET;
THENCE SOUTH 02 °04'01" WEST 10 FEET;
THENCE NORTH 87 °55'55' WEST 371.45 FEET TO A TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 25 FEET;
THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 010 °55'51 ", AN ARC DISTANCE OF
54.61 FEET
THENCE NORTH 01 °08'55" EAST TO A POINT NORTH 88 °00'56" WEST FROM THE TIRE POINT OF BEGINNING
THENCE STOUTH 88 °00'36" EAST TO THE TRUE POINT OF BEGINNIG;
EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO.
4408240323 FOR MINKLER BOULEVARD
SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON.
PARCEL G:
THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 25 NORTH,
RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: CORRECTION
LTR#_t__
BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26;
THENCE NORTH 55°05'42" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 208.68
FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER
THENCE SOUTH 0112 WEST ALONG SAID EAST LINE 1318.32 FEET
TO THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER;
THENGE NORTH 87 °55'55" WEST ALONG SAID SOUTH LINE, 18526 FEET TO THE TRUE POINT OF BEGINNING
THENCE CONTUNUING NORTH 81 ° 55555" WEST 4501.012 FEET TO THE EA5T RIGHT -OF -WAY LINE OF SOUTHCENTER
PARKWAY;
THENCE NORTH 01 °0835" EAST 514.51 FEET ALONG SAID EAST RIGHT -0F WAY LINE TO A TANGENT CURVE TO THE
RIGHT WITH A RADIUS OF 25 FEE;
THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 010 °5531 ", AN ARC DISTANCE OF
3'.61 FEET;
THENCE SOUTH 87 °5533" EAST 371.43 FEET;
THENCE NORTH 02 ° 04 1 01" EAST 10 FEET;
THENCE SOUTH 81 °55153" EAST 48 FEET;
THENCE SOUTH 01°55'27" WEST 3401.015 FEET TO THE TRUE POINT OF BEGINNING
Ao B-
----
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FEB 19 2008
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LANDLORD WORK
BUILDING 'S'
SUITE 104
17250 SOUTHCENTER
PARKWAY
TUKWILA, WA
REVISIONS
SOUTHCENTER
SQUARE
REGISTRATION
IHOP
02/13/08 PERMIT REVISION
uni ITT w. V NP
STATE OF VVA3,
FREIHEIT
ARCHITECTS, I
i0234 NE POINTS DRIVE SUITE 300
P:425:827.2100
DRAWN BY:
DATE:
PROJECT NO,:
PRINT DATE:
DRAWING NAME:
COVER SHEET
JZ/ LH
01/29/08
A07 - 634
02/13/08 - 1:39pm
A07- 634_A0.1.dwg
& HO
KIRKLAND, WA 98033
F:425.828.6899
SHEET
A0.1
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Copyright 2007 Freiheit & Ho Architects, Inc., P.S.
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(43,844 S.F.)
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LANDLORD WORK
SOUTHCENTER
SQUARE
BUILDING 'S'
SUITE 104
17250 SOUTHCENTER
PARKWAY
TUKWILA, WA
REVISIONS
REGISTRATION
02/13/08 PERMIT REVISION
6395
HUfl RT W. ‘:,:'.!
STATE OF •4'u ii, r' ON \
FREIHEIT & HO
ARCHITECTS, INC., P.S.
10230 NE POINTS DRIVE SUITE 300 KIRKIAND, WA 98033
P:425.827.2100 F:425.828.6899
DRAWN BY:
DATE:
PROJECT NO.:
PRINT DATE:
DRAWING NAME:
SITE PLAN
IHOP
JZ
01/29/08
A07 -634
02/13/08 - 1:39pm
A07- 634_A2.0.dwg
SHEET
A2.0
Copyright 2007 Freiheit & Ho Architects, Inc., P.S.
GENERAL NOTES
I. ALL FLOORS TO BE SEALED CONCRETE
KEYNOTES
(KN -01) FLOOR DRAIN. MODEL/COLOR/FINISH PER TENANT IMPROVEMENT DRAWINGS.
DOOR SCHEDULE
MARK
SIZE
DOOR
FRAME
d 1 MOH
SHUNS SCI
REMARKS
HAOIM
HEIGHT
)I0IILL
MATERIAL
FINISH
GLASS
IVIH31.VM
FINISH
0I
3'-0"
1' -0"
1 3/4"
TBD
TBD
TBD
TBD
TBD
TBD
ALL MATERIAL, FINISHES, COLORS, HARDWARE,
PER TENANT IMPROVEMENT DRAWINGS.
—
\A/
O
3
'1
15/4"
TBD
TBD
TBD
TBD
TBD
TBD
ALL MATERIAL, FINISHES, COLORS, HARDWARES,
PER TENANT IMPROVEMENT DRAWINGS.
—
`A�
ROOM FINISH SCHEDULE
WALL/WSCT
CEILING
I
TAPED, SMOOTH 4
READY FOR PAINT
I
OPEN ABOVE
2
46" WAINSCOT PER
TENANT IMPROVEMENT
2
5/6" GAB TAPED, SMOOTH 4
READY FOR PAINT
WALL TYPES SEE FINISH SCHEDULE FOR ALL FINISHES
D
%
'X'
A
5/6" TYPE G.WB.
25 GAUGE 5/6" MTL.
STUDS® I6 �� O.G.
20 GAUGE 6" MTL. STUDS
@ 16" O.G.
MING
3/4" WAINSCOT (PER
DRAWN IMPROVEMENT
3 1/2" sax) BAIT INSUL.
'x'
3" SOUND BATT INSUL.
5/5" TYP 'X' b.W.B.
ON BOTH SIDES
TENANT SPACE
5/6" TYPE 6.1
(WATER- RESISTANT)
EXTEND TO ROOF FRAMING
RESTROOM SPACE
EXTEND TO 6" ABOVE HIGHEST
ADJACENT CEILING. SEE TENANT
IMPROVEMENT DRAWINGS FOR
FINISH CEILING HEIGHTS.
SEE DETAIL IO /A6.0 FOR BRACING.
EXISTING TILT-UP PANEL - SHELL
25 GAUGE 6" MTL.
STUDS co 16" O.G.
CONSTRUCTION
„ WAIN5C T ON -
BOTH SIDES (PER TENANT
IMPROVEMENT DRAWINGS.)
R -II BATT INSUL.
W/ VAPOR BARRIER
5/6" TYPE 'X' 6.1
I" AIR GAP
6” SOUND BATT INSUL.
'X'
5/6" TYPE G.W.B.
ON BOTH SIDES
(WATER - RESISTANT)
EXTEND TO 6" ABOVE HIGHEST
ADJACENT CEILING. SEE TENANT
IMPROVEMENT DRAWINGS FOR
FINISH CEILING HEIGHTS.
SEE DETAIL 10/A6.0 FOR BRACING.
z GAUGE 2 -I/2" METAL
STUD @ 16" O.G.
FRAMING PER SHELL PERMIT
DRAWINGS
EXTEND TO ROOF FRAMING
TENANT SPACE
'X'
20 GAUGE 6" MTL. STUDS
® 16" D.G.
.................
5/6" TYPE G.WB.
20 GAUGE 6" MTL.
STUDS ® 16" D.G.
...............................................
IIIIIII
............:..
3/4" WAINSCOT (PER
TENANT IMPROVEMENT
DRAWINGS)
3" SOUND BAIT INSUL.
'X'
3" SOUND BATT INSUL.
'X'
5/6" TYPE G.W.B.
(WATER - RESISTANT)
5/6" TYPE G.W.B.
ON BOTH SIDES
EXTEND TO ROOF FRAMING
RESTROOM SPACE
TENANT SPACE
EXTEND TO ROOF FRAMING
IHOP
( 3,823 + 327(corr.) = 4,150 sf )
of
AS.0
FLOOR PLAN
EGALEt
FEB 19 2008
LANDLORD WORK
SOUTHCENTER
SQUARE
BUILDING "S"
SUITE 104
17250 SOUTHCENTER
PARKWAY
TUKWILA, WA
REVISIONS
REGISTRATION
IHOP
02/13/08 PERMIT REVISION
SIAiL O
WASsi NC, i n
FREIHEIT & HO
ARCHITECTS, INC., P.S.
10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033
F:425.8272100 F:425.828.6899
DRAWN BY:
DATE:
PROJECT NO.:
PRINT DATE:
DRAWING NAME:
JZ/ LH
01/29/08
A07 -634
02/13/08 - 1:40pm
A07- 634_A3.0.dwg
A3.0
FLOOR PLAN, WALL TYPE,
DETAILS, SCHEDULES
SHEET
mmatimis
Copyright 2007 Freiheit & Ho Architects, Inc., P.S.
MEP SCHEMATIC SCOPE OF WORK
HVAG -
1 TON OF HYAC PER 300 SQUARE FEET OF PREMISES (GAS PACK UNITS WITH GAS HEATING AND ELECTRIC COOLING), LANDLORD SHALL PROVIDE "YORK"
UNITS. LANDLORD TO PROVIDE HVAC DISTRIBUTION THROUGHOUT THE PREMISES.
ELECTRICAL -
SUFFIGIENT ELECTRICAL SERVICE TO MEET TENANT'S ACTUAL ELECTRICAL LOADS, AND AN ELECTRICAL OUTLET FOR EXTERIOR SIGN TO FRONT BUILDING
FACADE PER TENANT 5P)rGIFI1ED LOCATION.
FIRE PROTECTION -
FIRE SPRINKLER HEADS FOR OPEN PREMISE WITH NO INTERIOR WALLS EXCEPT WITH 740 BATHROOMS AND KITCHEN AREA.
UTI ITIES -
FURNISH TENANT SPECIFIED ELECTRICAL, GAS, WATER, AND SANITARY SERVICE TO PREMISES. FURNISH AND INSTALL ONE DOMESTIC. WATER [DW] SERVICE
SIZED PER LOCAL COIF. PROVIDE A MIN. 4" SANITARY SEWER WASTE LINE TO THE PREMISES DEDICATED TO TENANT'S USE. DELIVER GAS SERVICE, PER
APPLICABLE LOCAL GODS, TO A LOCATION FIVE (5) FEET INSIDE OF THE PREMISES.
GREASE INTERCEPTOR -
LANDLORD TO PROVIDE AND INSTALL A 6000 GALLON SHARED GREASE INTERCEPTOR FOR SHARED USE BEHIND TENANT'S BUILDING.
KEYNOTES
(KN -01) CURRENT PROPOSED LOCATION OF ROOFTOP HVAG UNITS.
PHONE
SAN
GREASE LINE
OVERHEAD 2" WATER
MEP PLAN
PHONE
it n;�
< E `f I;;u
GREASE LINE
OVERHEAD 2" WATER
FEB 1 9 2008
REF
E r
LANDLORD WORK
IHOP
SOUTHCENTER
SQUARE
BUILDING 'S'
SUITE 104
17250 SOUTHCENTER
PARKWAY
TUKWILA, WA
REVISIONS
REGISTRATION
02/13/08 PERMIT REVISION
bll `31 . " '1,',17 V IN P°•�)t,
STAY, ; F ira v
FREIHEIT & HO
ARCHITECTS INC., P.S
10230 NE POINTS DRIVE SUI?E 300 KIRKLAND, WA 98033
P:425.827.2100 F :425.828.6899
DRAWN BY:
DATE:
PROJECT NO.:
PRINT DATE:
DRAWING NAME:
JZ/ LH
01/29/08
A07 -634
02/13/08 - 1:40pm
A07- 634_A3.1.dwg
MEP PLAN
SHEET
A3.1
Copyright 2007 Freiheit & Ho Architects, Inc., P.S.
11 1lIll/
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AVAILABLE AREA FOR SIGN PLACEMENT BY TENANT. SIGN SIZE PER
CITY OF TUKWILA SIGN CODE
II\
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LAN
AVAILABLE AREA FOR SIGN PLACEMENT
BY TENANT. SIGN SIZE PER CITY OF
TUKWILA SIGN CODE
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2 TOP OF PARAPET
■
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AVAILABLE AREA FOR SIGN PLACEMENT BY TENANT.
SIGN SIZE PER CITY OF TUKWILA SIGN CODE
1
L L EXISTING TOLE AGGENT -- NO-SIGN GN Ak.l -0YVED = -T1 -flea AREA
1
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2 TOP OF PARAPET
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1
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1
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1
1
1
1
1
1
1
1
1
1
1
1
1
4 EXISTING NORTH ELEVATION
EXISTING WEST ELEVATION
Wag V4"=1
FEB 19 z 08
PE .. 4TER
LANDLORD WORK
REVISIONS
REGISTRATION
IHOP
SOUTHCENTER
SQUARE
BUILDING 'S'
SUITE 104
17250 SOUTHCENTER
PARKWAY
TUKWILA, WA
02/13/08 PERMIT REVISION
R n
STATE Of ,y SH1 G { 3N
6395
FREIHEIT & HO
ARCHITECTS INC. P.S.
10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033
P:425,827.2100 F:425.828.6899
DRAWN BY: JCP
DATE: 01/29/08
PROJECT NO.: A07 -634
PRINT DATE: 02/13/08 - 1:40pm
DRAWING NAME: A07- 634_A4.0.dwg
EXTERIOR ELEVATION
SHEET
A4.0
Copyright 2007 Freiheit & Ho Architects, Inc., P.S.
VARIES
BOTTOM OF DECK
21/2" METAL STUDS AT
TOP AND BOTTOM
FLANGE WITH GM
PROVIDE SLIP TRACK
TOP OF WALL - FILL. W/
SOUND INSULATION
5 4" TYPE 'X' 6.11.B. BY
TENANT
5" METAL STUD
DEMISING WALL
CEILING BY TENANT IF
DESIRED
EXISTING SLAB
TENANT SPACE
T`_
INTERIOR WALL SECTION
SGAI.E: 3/4" a I'-0"
VARIES
BOTTOM OF DECK
PROVIDE HORIZONTAL
BRACING AS NEEDED
FOR NEW DEMISING
WALL
PROVIDE SLIP TRACK is
TOP OF WALL - FILL W/
SOUND INSULATION
5 /8" TYPE 'X' G.W.B. BY
TENANT
It METAL STUD
DEMISING WALL
CEILING SY TENANT IF
DESIRED
EXISTING SLAB
1
r
TENANT SPACE
INTERIOR WALL SECTION
SCALE; 9/4" = 1' 42"
r
+52' -0"
TOP PLATE
+17' -I"
""TOP OF OPENING
+12' -8"
BOTTOM OF OPENING
+1 1'-4"
""TOP OF OPENING
TOP OF SLAB
EXISTING CONCRETE
TILT -UP PANEL
EXISTING STEEL
CANOPY
EXISTING CONCRETE
SIDEWALK
1
•..rrr :: : : ::: ::_
NE= :EMI
1
i
ALIGN W/ STOREFRONT HEAD
WALE 9/4" 1' -0"
CEILING BY TENANT IF DESIRED
MAINTAIN MIN. 5' -O" GLR
PREFERRED FOR DROP
CEILING BY LL
EXISTING WALL SECTION
1
L_
1
TOP PLATE
EXISTING METAL STUD WALL CONSTRUCTION @ PARAPET
EXISTING METAL STUD WALL CONSTRUCTION ® TILE LOCATION
+16' -5"
BOTTOM DF HS5
+12' -�4"
""TOP OF CANOPY
+11' -4"
BOTTOM OF CANOPY
""TOP OF SLAB
wirr`��rr r�"rr
I
i
L
IMO
�I
—
FlIEENr-
15.4
J
STUCCO FINISH
SELF - FURRING METAL LATH
CEMENT BOARD
15* BUILDING FELT
PLYWOOD SHEATHING PER STRUCTURAL
10" STEEL STUDS @ 16" D.G.
PLYWOOD PER STRUCTURAL
DECORATIVE TILE
) " MORTAR BED
CEMENT BOARD
15# BUILDING FELT
PLYWOOD SHEATHING PER STRUCTURAL
10" STEEL STUDS ®16" O.G.
PLYWOOD PER STRUCTURAL
EXISTING FROSTED GLAZING
WITH DECORATIVE METAL
GRILLE
EXISTING CLEAR
GLAZING
EXISTING STEEL
CANOPY
EXISTING CONCRETE
SIDEWALK
EA
�rrrrrr�rr����
4
.•
4 4
4
4
4
4
4
4
4
ALIGN W/ STOREFRONT HEAD
4
4
4
WALE: 9/4" * 1' •"
4
4 4 •
CEILING BY TENANT IF DESIRED
MAINTAIN MIN. 5' CIA
REQUIRED FOR DROP
CEILING BY LL
CODE COMPLIki
E�
city ov
EXISTING WALL SECTION
L —_
v
FEB 19 2008
P1- .
LANDLORD WORK
BUILDING 'S'
SUITE 104
17250 SOUTHCENTER
PARKWAY
TUKWILA, WA
REVISIONS
IHOP
SOUTHCENTER
SQUARE
REGISTRATION
02/13/08 PERMIT REVISION
B' RT W. VINBE
STATE OF WASHING
FREIHEIT & HO
ARCHITECTS, INC., P.S.
10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033
P:425.827.2100 F:425.828.6899
DRAWN BY
DATE:
PROJECT NO.:
PRINT DATE:
DRAWING NAME:
JCP
01/29108
A07 -634
02/13/08 - 1:41pm
A07- 634_A5.0.dwg
WALL SECTION
EmmsEmmm SHEET
A5.0
Copyright 2007 Freiheit & Ho Architects,' Inc., P.S.
1
i
i
14
A6.0
SCALE: 1/4" = 1' -0"
0O5_Re5troomSignDetai 1.dwg
A6.0
•
•
TYP. PARTITION BRACING ABOVE CEILING IN TENANT SPACE
SCALE: 3" =ILO" 0O7_NLBPartBrac.dwg
10
A6.0
05
A6.0
26
A6.O
CEILING FRAMING PLAN § RESTROOM
SCALE: 1/2" = I'-0"
PROVIDE G -STUD
STRAP BRIDGING ra
5' -0" O.G. MAX.
�-- 6005125 -21 @ 16"
O.G.
DOS_Geil IngFramingPlan ®Restroom.dwg
I'1
IS
�A6.0
J
IQ
A6.0
.0 SCALE: I /2" = 1
URINAL
FINISH FLOOR
SCALE: 3/4" = 1
•
SCALE: 3" -1
X
9
KN -03)
1 - 6 "
TOILET ROOM PLAN
(KN -04)
CLEAR
j_( N)
KN -03)
(KN -02)
5' -2"
(KN -05)
7
(KN -05)
KN-o )
12" MAX.
!TENANT SPACE I
36" MAX.
I' -5 1/4'
3Q "-441"
FIXTURE MOUNTING HEIGHTS & CLEARANCES
D I G
LA
CEILING FRAMING @ DEMISING WALL IN TENANT SPACE
CLEAR
3' -0::
r.,1 FAR
L_
ACCESSIBLE TOILETS (SIDE VIEW)
7::_Q::
54" MIN.
42" MIN.
MIN. OF 3 TYPE '5'
SFLF- TAPPING, SELF
DRILLING WALL
SCREW EACH
FRAMING MEMBER
PROVIDE G -STUD
STRAP BRIDGING
5' -0" O.G. MAX.
6005125 -21 @ 16" D.G.
IL FURRED SPACE
FOR RECESSED
LIGHTING ---s
STUD BLOCKING AS
REQ'D
s /4" SUSP. GLG.
CHANNEL @ 24" O.G.
3 %" RIGID FURRING
CHANNEL @ 24" O.G.
A.F.F.
OOq_Geil IngFraming@DemisingNal I.dwg
x
m
( KN -II
15
( KN -II )-)
(KN-06
z
f
as
NO
I
L
101
2
2
102
2
2
7
SCALE: 6" = I' -0"
6'-O" CLEAR
3 2
'- (KN -oi)
3 2
6' -0" CLEAR
KN -01)
SIGNAGE DETAIL
01
I can
I ' ,
24" MIN. 12" MIN.
18"
-- CKN -10)
(KN -10)
ACCESSIBLE TOILETS (FRONT VIEW)
0
T
ADA SECTION 4.30.4 REQUIRES RAISED AND
BRAILLE CHARACTER SIGNS DESIGNATING
PERMANENT ROOMS OR SPACES (TOILET ROOMS)
TO BE MOUNTED IN A CONSISTENT MANNER SO THEY
CAN EASILY BE LOCATED BY VISUALLY IMPAIRED
USERS. THIS SECTION PROHIBITS T'HE MOUNTING OF
RAISED AND BRAILLE CHARACTER SIGNAGE ON
THE FACE OF THE TOILET ROOM DOOR.
RAISED AND BRAILLE CHARACTER SIGNAGE WITH A
HIGH CONTRAST TO THE BACKGROUND, ALONG WITH
A WHITE INTERNATIONAL SYMBOL OF
ACCESSIBILITY (1.5A.) ON A BLUE BACKGROUND, IS
REQUIRED TO BE MOUNTED ON THE TOILET ROOM
ENTRANCE DOOR WALL ON THE LATCH SIDE OF THE
DOOR. IF ADEQUATE ROOM 15 NOT PROVIDED ON
THE LATCH SIDE OF THE DOOR, THE SIGNAGE 15
REQUIRED TO BE PROVIDED ON THE NEAREST
ADJACENT WALL.
ROOM IDENTIFICATION SIGNAGE SHALL BE MOUNTED
AT 60" A.F.F. TO THE BOTTOM OF TEXT OR
- CHARACTERS. THE I.5A. 5IGNAGE SHALL BE
MOUNTED IMMEDIATELY ABOVE THE ROOM
IDENTIFICATION 5I6N.
* *NOTE: SEE DETAIL I5/A6.0 FOR IT 15 RECOMMENDED THAT THE CENTER OF THE
ADDITIONAL SIGNA6E REQUIREMENTS SIGN BE SET NO CLOSER THAN 9" FROM THE FRAME
OF A DOOR 50 A VISUALLY IMPAIRF -D USER WOULD
BE OUTSIDE OF THE DOOR SWING WHILE STANDING
IN FRONT OF THE SIGN.
RESTROOM SIGN DETAIL
NON GLARE SURFACE
PICTOGRAM WHERE REQ'D. APPEAR
ON MINIMUM 6" HIGH CLEAR FIELD,
COLOR CONTRAST WITH BACKGROUND
TACTILE CHARACTERS, 5/8" MINIMUM
GAP I-EIGHT, RAISED 1/52" MINIMUM,
FULL CAPS, SANS SERIF, COLOR
CONTRAST WITH BACKGROUND
GRADE 2 BRAILLE
SIGN CONSTRUCTION PER
SPECIFICATION
006_SignageDeta i 1.dwg
(KN -0I)
(KN - 02)
(K -03
(KN -04)
(KN -o5)
(KN -o6)
(KN -07)
(KN -05)
(KN -I0 )
PLASTIC LAMINATE COUNTERTOP WITH DROP -IN LAVATORIES. AT LEAST ONE BOWL MUST
MEET THE REQUIREMENTS OF IGG /ANSI A111.1 -2003. MODEL/COLOR/FINISH PER TENANT
IMPROVEMENT DRAWINGS. SEE DETAIL IS/A6.0 FOR CLEARANCES AND MOUNTING HEIGHTS.
FLOOR MOUNTED WATER CLOSET. MODEL/COLOR/FINISH PER TENANT IMPROVEMENT
DRAWINGS. SEAT HEIGHT TO BE IT " -Iq" A.F.F.
h" GRAB BAR PER DETAIL 5/A6.0. SEE DETAIL 18/A6.0 FOR DIMENSION AND
LOCATIONS. SEE DETAIL el/A6.0 FOR BACKING.
SURFACE MOUNTED TOILET PAPER DISPENSER. MODEL/COLOR/FINISH PER TENANT
IMPROVEMENT DRAWINGS. SEE DETAIL 18 /A6.0 FOR MOUNTING HEIGHT AND LOCATION.
FLOOR DRAIN. MODEL/COLOR/FINISH PER TENANT IMPROVEMENT DRAWINGS.
5'4) TURNING SPACE.
3O "x48" CLEAR FLOOR SPACE.
KN - 08 30 "x48" CLEAR FLOOR SPACE.
60 "x60" CLEAR FLOOR SPACE.
ROOM SIGNAGE PER DETAIL 14 /A6.O.
( KN -I I ) PARTIAL HEIGHT WALL PER TENANT IMPROVEMENT PLANS.
NOTES:
I. SEE TENANT IMPROVEMENT DRAWINGS FOR LOCATION AND DESCRIPTION OF PAPER
TOWEL DISPENSERS, WASTE RECEPTACLES, MIRRORS, TOILET SEAT DOVER
DISPENSERS, SANITARY NAPKIN DISPENSERS, AND SOAP DISPENSERS.
2. ALL MODEL NUMBERS, COLORS AND FINISHES PER TENANT IMPROVEMENT DRAWINGS.
5. IF DISCREPANCIES EXIST BETWEEN THE LANDLORD WORK DOCUMENTS AND THE
TENANT IMPROVEMENT DOCUMENTS, THE TENANT IMPROVEMENT DOCUMENTS WILL
GOVERN.
LAVATORIES (SIDE VIEW)
25" MAX.
20"
REQUIRED
KNEE 4 TOE
CLEARANCE
\ r ---'
6 II
8" MIN.
II"
16 GA. "XC"
STUDS
ALL OPERABLE PARTS MUST BE
WITHIN THIS AREA
N
48" CLEAR FLOOR SPACE
2 #12 SCREWS
TOP 4 BOTTOM
CONT. 6 "x14 GA.
PLATE
4 "x1-I/4 "x16 GA. TRACK CHANNEL
STIFFENERS WELDED TO
CONTINUOUS PLATE AS SHOWN
4 "xl -I /4 "x16 GA.
TRACK CHANNEL
STIFFENERS WELDED
TO CONT. PLATE
AS SHOWN
2 #12 F.H.5.M.5.
TOP 4 BOTTOM
OF 14GA. PLATE
PRE -DRILL
GRAB BAR BACKING
(RESTRooMI
LAVATORIES (SIDE VIEW1
1/2" MAX.
(TYP.)
FRE -PRILL
CONT. 6 "x14" GA.
PLATE MIN.
5 STUD SAYS
PER ATTACHMENT
PLAN - SECTION
DDI_Tai IetRoomPlan.dwg
50" CLEAR FLOOR SPACE
SECTION
NOTES:
I. BACKING PLATE FOR ALL GRAB BARS.
2. USE #I2 SELF- TAPPING SHT. MTL. SCREWS WHEN ATTACHING ITEMS
TO BACKING PLATE.
5. WALL STUD FLANGES ARE CONTINUOUS.
4. VERIFY LENGTH, HT., LOCATION OF BACKING PLATE AND NUMBER
REQUIRED.
BACKING PLATE SHALL BE SECURED TO MIN. 3 STUDS.
SCALE: S /S" = 1' -0" 004_GrabBarBacking.dwg
0I
Q6.0
ALUMINUM CLOSURE
CHANNEL PAINTED TO
MATCH STOREFRONT
CONTINUOUS CLOSURE
GASKET, COLOR TO
MATCH STOREFRONT
02
A6.
NOTES:
SOUND BAIT
INSULATION BY
TENANT
COLUMN DETAIL DEMISING WALL
SCALE: 3" =II-0"
EXISTING
STOREFRONT
DEMISING WALL A STOREFRONT
ALE: 3" - I'-0"
NOTES:
SECTION
\
I. ALL CONTROLS MUST BE OPERABLE WITH I HAND AND SHALL NOT
REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE
FORGE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL SE NO
GREATER THAN 5 LBS.
2. HAND OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10
SECONDS MINIMUM.
5. WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL
BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST
CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACE-5 UNDER
LAVATORIES AND SINKS.
4. THE DIP OF THE OVERFLOW MAY ENCROACH INTO REQUIRED
CLEARANCES.
GRAB BAR DETAIL
c 1EWF e''.... :-7
CODE C'e..,..
1 AP'
1 CY�E.
� � a
Cit o
WALL CONSTRUCTION
CERAMIC TILE WHERE OCCURS
5/8" TYPE 'X' W.R. GWB
15/8" INSIDE RADIUS
BACKING PLATE
METAL SLEEVE
TOILET PAPER DISPENSER
%" TYPE 'X' GAB -
FIRE TAPED, SANDED,
TEXTURELESS, PAINT
READY
5" METAL STUDS
IDI_Golumn Detail @ Demising !Noll
DEMISING WALL
IO2_Demising Wall @ Storefront
{
FEB 2E F
II
002_MountingHeights.dwg
I I /4 " -I 1/2"4) O.D. STAINLESS STL. TUBING W/
I /8" THK. X 5" 4 FLANGES FASTEN TO
BACKING PLATE W/ 5- SCREWS AS
WIRED
A. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END
POSITIONED
24" IN FRONT OF THE WATER CLOSET STOOL, AND GRAB BARS AT THE BACK SHALL BE
NOT LESS THAN 36" LONG.
B. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 -1/4"
TO I -1/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE.
G. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE
WALL AND THE GRAB BARS SHALL BE I -1/2 ".
D. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY
SHARP OR ABRASIVE ELEMENTS.
E. EDGES 51-FALL HAVE A MINIMUM RADIUS OF I /6"
F. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS,
FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS:
a. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING
MOMENT FORM THE APPLICATION OF A 300 -LB. POINT LOAD SHALL BE LESS THAN
THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT.
12. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A
300 -LB.
POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE
MATERIAL
OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRAGKET OR OTHER SUPPORT 15
CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR
STRESS
SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS.
c. SHEAR FORGE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE
APPLICATION
OF A 300 -LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD
OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE,
WHICHEVER HAS THE SMALLER ALLOWABLE LOAD.
d. TENSILE FORGE INDUCED IN A FASTENER BY A DIRECT TENSION FORGE OF A
250 -LB.
POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 300 -L13.
POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN
THE FASTENER AND SUPPORTING STRUCTURE.
e. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
SGALE: I -I/2" I' -O" 003__GrabBarDetail.dwg
LANDLORD WORK
IHOP
SOUTHCENTER
SQUARE
BUILDING 'S'
SUITE 104
17250 SOUTHCENTER
PARKWAY
TUKWILA, WA
REVISIONS
02/13/08 PERMIT REVISION
FES 19 2008 rrss
la +..r,'.as•��t
REGISTRATION
,t.Ri W. V'
STATE OF WASiiiNG
FREIHEIT & HO
ARCHITECTS, INC., P.S.
10230 NE POINTS DRIVE SUITE 300 KIRKIAND, WA 98033
P:425.827.2100 F:425.828.6899
DRAWN BY: JCP
DATE: 01/29/08
PROJECT NO.: A07 -634
PRINT DATE: 02/13/08 - 1:43pm
DRAWING NAME: A07- 634_A6.0.dwg
DETAIL, TOILET PLAN
SHEET
A6.0
Copyright 2007 Freiheit & Ho Architects, Inc., P.S.
GENERAL NOTE
ALL EGRESS LIGHTING AND SIGNAGE TO BE COMPLETED
A5 SHOWN ON TENANT IMPROVMENT DRAWINGS
LEGEND
5/8" TYP'X GAB. CEILING AT INDICATED HEIGHT.
1
2X4' RECESSED LIGHT FIXTURE. MODEL/COLOR/FINISH PER TENANT IMPROVEMENT DRAWINGS
>-<-
4.
CEILING ELEVATION
/ RESTROOM EXHAUST FAN
FEB 1 9 2008
REFLECTED CEILING PLAN
SOLE: Ve•str-0•
LANDLORD WORK
SOUTHCENTER
SQUARE
BUILDING 'S'
SUITE 104
17250 SOUTHCENTER
PARKWAY
TUKWILA, WA
REVISIONS
REGISTRATION
!BERT W 1 , , !NBERG
STATE OF WAS1 qNGT
FREIHEIT & HO
ARCHITECTS, INC., P.S.
1 0230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033
P:425.827.2100 F:425.828.6899
DRAWN BY:
DATE:
PROJECT NO.:
PRINT DATE:
DRAWING NAME:
02/13/08 PERMIT REVISION
REFLECTED CEILING PLAN
JZ/ LH
01/29/08
A07-634
02/13/08 - 1:44pm
A07-634_A7.0.dwg
mR9 SHEET
A7.0
EMESENEEMBEREMEMEMIM
Copyright 2007 Freiheit & Ho Architects, Inc., P.S.