HomeMy WebLinkAboutPermit D08-383 - WESTFIELD SOUTHCENTER MALL - SUN SPACES - SUNROOMSUNSPACES
2800 SOUTHCENTER MALL
K-2456 & 2466
D08 -383
Parcel No.: 6364200010
Address: 2800 SOUTHCENTER MALL TUKW
Suite No:
Tenant:
Name: SUN SPACES
Address: 2800 SOUTHCENTER MALL, #K -2456 & 2466 , TUKWILA WA
Owner:
Name: WESTFIELD PROPERTY TAX DEPT
Address: PO BOX 130940 , CARLSBAD CA 92013
Phone:
Contact Person:
Name: TERRY GILLILAND
Address: 1407 132 AV NE #7 , BELLEVUE WA 98005
Phone: 425 454 -4336
Contractor:
Name: SUN SPACES
Address: 1407 132 AVE NE #7 , BELLEVUE WA 98005
Phone: 425 - 454 -4336
Contractor License No: SUNSP * *9450N
DESCRIPTION OF WORK:
INSTALL FOUR SEASONS SUN ROOM FOR DISPLAY
Value of Construction:
Type of Fire Protection:
Type of Construction:
doc: IBC -10/06
CitAlbf 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
$28,000.00
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D08 -383
Issue Date: 07/31/2008
Permit Expires On: 01/27/2009
Expiration Date: 12/01/2008
Fees Collected: $897.15
International Building Code Edition: 2006
Occupancy per IBC: 0019
D08 -383 Printed: 07 -31 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Permit Center Authorized Signature:
doc: IBC -10/06
City c1ITukwila •
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
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Print Name: //576 7 L / /-o
Permit Number: D08 - 383
Issue Date: 07/31/2008
Permit Expires On: 01/27/2009
Date: ,---06
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of 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 perf ance of work. I am aut'' ed to sign and obtain this development permit.
Signature: /.01 � i / Date: /�/ C
This permit shall become mill 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 -383 Printed: 07 -31 -2008
•
City of Tukwila
Parcel No.: 6364200010
Address: 2800 SOUTHCENTER MALL TUKW
Suite No:
Tenant: SUN SPACES
1: ** *BUILDING DEPARTMENT CONDITIONS * **
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 -383
Status: ISSUED
Applied Date: 07/21/2008
Issue Date: 07/31/2008
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 permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall
bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site
and available to the building inspector for inspection purposes.
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: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification
showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service
for inspection at the factory.
7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
8: Manufacturers installation instructions shall be available on the job site at the time of inspection.
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.
doc: Cond - 10/06
* * continued on next page **
D08 -383 Printed: 07 -31 -2008
fib
I
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:
doc: Cond -10/06
Print Name: / 2� ti Ca /GG
Date: 2/.3
ordinances governing
or local laws regulating
D08 -383 Printed: 07 -31 -2008
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
hup://www.ci.tulcwila.wa.us
GENERAL CONTRACTOR INFORMATION -
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Building Permit No.
Mechanical Permit No.
Plumbing /Gas Permit No.
Public Works Permit No.
Project No.
City
City
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
(For office use only)
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
King Co Assessor's Tax No.: ,.�11/0 1 ,
Site Address: , 1lX G
Ip �G. l�e/8r Suite Number: Floor: 2 '
Tenant Name: ,/,,� pi- CO 5 New Tenant: Ie.., Yes ❑ ..No
a
Pro Owners Name: T .
Property � ��! e
Mailing Address: s4-79s
State
Zip
$3
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: -eat P i i ti ;1.4-0Y Day Telephone: ' ?j > VS - c( ( ((3 3 e.
'Y
Mailing Address: N (3 L =� Ave. IV * & 7 /� -rv�f Ge'4 flkdV.5
State Zip
E -Mail Address: Fax Number:
Company Name: Sta./ Q (-ad ,,/
Mailing Address/C(07 /3 Z 'Y—O • k € 44 ? P.A. (4 4164.• Q . al& 7 VS
� if-z_.4414- overt �{? City State Zip
L
Contact Person: .o / // Day Telephone: S� C(> Y C /� � 4 E -Mail Address: Ire tt'4 O S tot - [t4 GPS . C O wt Fax Number: 4"?) 4 , > elt 3 Z.
Contractor Registration Number: SON $ ,If* q ((; ON Expiration Date: Z l 0 S
Company Name: E NA PAP" f'( K ! G it L ,/
•
Mailing Address: 50 0.5 (.,P-vu'#v.
( l � 41.94ii iYtre C y ,443n0•ti /(y / /7e//
City I I State ( Zip
Contact Person: fe ! S .z
IE. 01.0v4 Day Telephone: (1' J l 'i Y3 3 4
E -Mail Address: 1 r ti to Scot- 7 rkC.P . 5,14, eh Fax Number: '(25 4 s L( till-. 3 7 -
Company Name:
Mailing Address: <A144
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Q:Wpplications \Forms- Applications On L.ine\3 -2006 - Permit Application.doc
Revised: 9 -2006 Page 1 of 6
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BUILDING PERMIT INFORMATION — 206- 431 -3670
Valuation of Project (contractor's bid price): $ Z r !xo
Existing Building Valuation: $
Scope of Work (please provide detailed information):
- rot � r rt S 45.E Sc444frocrmA 615p y fJ/
g Aelgag
Will there be new rack storage? ❑ Yes
y(No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
QAApplications \Forms - Applications On Line\3 -2006 - Permit Application.doc
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
r Floor
3 Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
BUILDING PERMIT INFORMATION — 206- 431 -3670
Valuation of Project (contractor's bid price): $ Z r !xo
Existing Building Valuation: $
Scope of Work (please provide detailed information):
- rot � r rt S 45.E Sc444frocrmA 615p y fJ/
g Aelgag
Will there be new rack storage? ❑ Yes
y(No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
QAApplications \Forms - Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNE t : ' AU ' ORIZ' 1 •
Signature:
Print Name:
Mailing Address: 1 7 ( Z..
Date Application Accepted:
U1-frtl oS
Q \Applications \Forms - Applications On Line \7 -2006 - Permit Application. doc
Revised: 9 -2006
bh
Date:
edlrgre� Day Telephone: V) V 3 3 G
3 4 0 (6 11 4 4IA f 40
City State Zip
4040. st
Date Application Expires:
Staff Initials:
Page 6 of 6
Payee: SUN SPACES
ACCOUNT ITEM LIST:
Description
BUILDING - 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: / /www.ci.tukwila.wa.us
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 10245 545.50
RECEIPT
Parcel No.: 6364200010 Permit Number: D08 -383
Address: 2800 SOUTHCENTER MALL TUKW Status: APPROVED
Suite No: Applied Date: 07/21/2008
Applicant: SUN SPACES Issue Date:
Receipt No.: R08 -02806 Payment Amount: $545.50
Initials: BLH Payment Date: 07/31/2008 01:13 PM
User ID: ADMIN Balance: $0.00
Account Code Current Pmts
000/322.100 541.00
000/386.904 4.50
Total: $545.50
5518 07/31 9710 TOTAL 545.50
doc: Receiot -06 Printed: 07 -31 -2008
Doc: RECSETS -06
RECEIPT NO: R08 -02681
Initials: JEM Payment Date: 07/21/2008
User ID: 1165
Payee: SUN SPACES
SET ID: 5000001085 SET NAME: 'Imp set/Initialized Activities
SET TRANSACTIONS:
Set Member Amount
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
�D0.8 351.65
EL08 -1031 26.00
TOTAL: 377.65
SET RECEIPT
Total Payment: 377.65
TRANSACTION LIST:
Type Method Description Amount
Payment Check 10210 377.65
TOTAL: 377.65
ACCOUNT ITEM LIST:
Description
ELECTRICAL PLAN - NONRES
PLAN CHECK - NONRES
Account Code Current Pmts
000.345.832.00.0 26.00
000/345.830 351.65
TOTAL: 377.65
5166 07/22 0710 TOTAL 377 =65
Pro t:
Type of In pection:
Address:
; - 1ck')
M A 11
Date Called: _
.
- 4 0 --0-Aft . t . — N„, v�
Special Instructions:
Date Wanted:
13-0c
a.m.
pm.
Requester:
LIO l ', 5100r Si bcrz>v
Phone No:\
L 12_5 - tisLi -+ I g362
COMMENTS:
0 PlIrq Co 4 - 11 1 - pe i / -4
- 4 0 --0-Aft . t . — N„, v�
LIO l ', 5100r Si bcrz>v
n v « +64-1-,b(4 ,fr5
f
tn.1 IA- Ir L1i . "-is S Sr., c ±0 r 4 - NO
d
6. L i I U 6 I( .. A tlNS F
1(2 I4\ IN 0 %; 9 4 kv3I5(-C
nspe
or:
Date: ?
INSPECTION RECORD
Retain a copy with permit Doe "363
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ?0
Approved per applicable codes. Corrections required prior to approval.
$6 .00 REINSPECTION FF REO IRED. Prior to inspection, fee must be
p id at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection.
eipt No.:
'Date:
ProjectuA SPA-(C-- _S
Type of IRcton t
1
Address: 0 5. e . m ko
Date Called:
Special Instructions:
Date Wanted:
w ., r
8
U y
a .m
Requester:
_
-
Phont No
Q
r
l
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
El Approved per applicable codes. D Corrections required prior to approval.
COMMENTS:
ti
Inspector:
0 0 -3s3
s-c ice,, 4- 4 c(Zet,
Date:
❑ $60.I I EINSPEC ION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
'Receipt No.:
'Date:
06 -03 -2009
TERRY GILLILAND
1407 132 AV NE #7
BELLEVUE WA 98005
RE: Permit No. D08 -383
2800 SOUTHCENTER MALL TUKW
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final 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 07/12/2009 , 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,
Bill Rambo
Permit Technician
xc: Permit File No. D08 -383
City of f 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
01 -02 -2009
TERRY GILLILAND
1407 132 AV NE #7
BELLEVUE WA 98005
Dear Permit Holder:
City of f 7'ukwida
RE: Permit No. D08 -383
2800 SOUTHCENTER MALL TUKW
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
In reviewing our current records the above noted permit has not received a final 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 fmal 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 02/22/2009 , 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,
xc:
fer Marshall,
it Technician
Permit File No. D08 -383
6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665
July 24, 2008
Terry Gilliland
1407 132 Ave NE, #7
Bellevue WA 98005
RE: Letter of Incomplete Application # 1
Development Permit Application D08 -383
Sun Spaces — 2800 Southcenter Mall, K -2456 & 2466
Dear Mr. Gilliland,
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on
July 21, 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.
Please address the comment above in an itemized format with applicable revised plans, specifications,
and/or other documentation. The City requires that four (4) 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,
J nnl a Ma hall
Pe t ician
Enclosures
File: D08 -383
Department of Community Development
P:\Permit Center\Incomplete Letters\2008\D08 -383 Incomplete Ltr #1.DOC
jem
Jim Haggerton, Mayor
Jack Pace, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
•
Determination of Completeness Memo
Date: July 24, 2008
Project Name: Sun Spaces
Permit #: D08 -383
Plan Review: Allen Johannessen, Plans Examiner
Tukwila Building Division
Allen Johannessen, Plan Examiner
The Building Division has deemed the subject permit application incomplete. To assist the applicant in
expediting the Department plan review process, please forward the following comments.
(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.)
1. The Mall Key plan indicates the kiosk less than the 10 foot clearance along side the escalator. In addition,
dimensions shown are not totally clear. Please provide a mall plan with sufficient clarity showing the
correct clearances for the kiosk within the mall corridor. (IBC 402.5.1)
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 -383 DATE: 07 -28 -08
PROJECT NAME: SUN SPECS
SITE ADDRESS: 2800 SOUTHCENTER MALL, K- 2456 & 2466
Original Plan Submittal X Response to Incomplete Letter # 1
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
Bu •i�. Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES/THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
• PERMITCUORDCOPY
M
PLAN REVIEW/ROUTING SLIP
1.9-tt
Fire Prevention
Structural
Incomplete
Structural Review Required
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DATE:
DATE:
Planning Division
❑ Permit Coordinator
DUE DATE: 07-24-08
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
No further Review Required
n
n
DUE DATE: 08-21-08
Not Approved (attach comments) I I
Permit Center Use Only • .
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
•
ACTIVITY NUMBER: D08 - 383 DATE: 07 - -
PROJECT NAME: SUN SPACES
SITE ADDRESS: 2800 SOUTHCENTER MALL, K -2456 & 2466
Response to Incomplete Letter #
Revision # after Permit Issued
X Original Plan Submittal
Response to Correction Letter #
DEPARTMENTS:
di - Division
k(- o
PWorks
Complete ❑
Comments:
Permit Center Use Only • •
INCOMPLETE LETTER MAILED:
Departments determined incomplete:
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Documents/routing slip.doc
2 -28 -02
• PERMIT COORD COPY M
PLAN REVIEW /ROUTING SUP
01OQ n -23
Fire Prevention
Structural ❑
Incomplete
1-41
Bldg
DETERMINATION OF COMPLETENESS: (Tues., Thyfrs.)
LETTER OF COMPLETENESS MAILED:
Fire ❑ Ping ❑ PW ❑ Staff Initials:
DUE DATE: 07-24 -08
TUES/THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required
DATE:
DUE DATE: 08-21-08
Approved 1 Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
DATE:
plA PIMA?
Planning Division
Permit Coordinator ❑
Not Applicable
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
•
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
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 0,3/ Plan Check/Permit Number: D08 -383
® Response to Incomplete Letter # 1
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Sun Spaces
Project Address: 2800 Southcenter Mall, K -2456 & 2466
Contact Person: i /G.o» Phone Number: C'Zsj �/S 1' y
Summary of Revision: CZ/a/c/El /04 (( y /,c,o••i Itg'6i /T ES
a/H?,67._ S/d../! 2 Q,i a. Fo4. •m Trr /7J /iv //J7U/YJ /C3 / D 4/ (",e. "4,r4"., Aia,r7
SGcG.ocron
Sheet Number(s):
A/
"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 0 7 /' //g
\applications\forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
Jim Haggerton, Mayor
Jack Pace, Director
C1TY OF TUKWILA
MULL 28 2008
p pMrr Cr *I'm
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
2
OLD
REPUBLIC
INS CO
YLI261847
09/15/2006
Until
Cancelled
$12,000.00
09/05/2006
1
ACCREDITED
SURETY it
CAS CO
10027172
11/17/2004
Until
Cancelled
09/15/2006
$12,000.0012/01
/2004
Insurance
Company
Name
Policy Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Amount
Received
Date
ATLANTIC
Untitled Page
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.
SUN SPACES
Business and Licensing Information
Name SUN SPACES
Phone 4254544336
Address 1407 132ND AVE NE #7
Suite /Apt.
City
State
Zip
County
Business Type
Parent
Company
BELLEVUE
WA
98005
KING
CORPORATION
KEITH SITZMANN
ENTERPRISES INC
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Separation Date
Previous
License
Next License
Associated
License
Specialty 1
Specialty 2
602364419
ACTIVE
SUNSP * *945ON
CONSTRUCTION
CONTRACTOR
9/15/2006
12/1/2008
KEITHSE963RA
GENERAL
UNUSED
Business Owner Information
Name
SITZMANN, KEITH
Role
Effective Date
09/15/2006
Expiration Date
Bond Information
Insurance Information
•
•
Page 1 of 2
https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= SUNSP* *9450N
07/31/2008
DATE: 7/2 I /08
GENERAL NOTES:
LOCATION:
TITLE:
A O
DRAWN BY: TLG
SCALE: NTS
K -2456 + K2466 WESTFIELD SOUThCENTER
TUKWILA, WA 98 188
COVER SHEET
SUN SPACES
WESTFIELD SOUTHCFNTFR
KIOSK #K -2456 & #K -2466
TUKWILA, WA 98188
Spaces
#K -2456
#K -2466
REVISIONS
i
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal •
and may include additional plan review fees. i
iIllfill!Iinlnllillnili
The document is diagrammatic and is intended only to show the demised
premises of the project (hatched area.) It does not purport to show
exact dimensions nor the final location of any mechanical, electrical,
structural or architectural element. Further, the landlord reserves the
right to add, eliminate or modify any such element, as
JC.Penney
IlilpllllllIll Ilil!i1llll( -:
4jLC
O DE COMPLIANCE
NPR VW
U1. Z9 'NOB
Level 2
may be required from time to time. Tenant space dimensions,
unless otherwise noted are to the centerlines of tenant partitions
and column grids, face of exterior walls and to the outside face of
service area partitions adjacent to the tenant space (viz. corridors,
closets, and stairs.)
Drawing Index
AO Mall Level 2 key plan, Applicable Codes
Al Mall key plan / distances between kiosks
A2 Material Details /Axonometry view
A3 Floor plan / kiosk layout
A4 North elevation
A5 South elevation
A6 West elevation
A7 East elevation
A8 Electrical plan
Applicable Codes
IBC
IRC
IMC
IFC
UPC City of Tkikwila
WA STATE ENERGY CODE BUILDING DIVISION
WA STATE INDOOR AIR QUALITY CODE
Construction Type II -B
Occupancy Type: B
Owner:
Keith Sitzmann Enterprises, Inc.
1407 132nd Avenue NE
Bellevue, WA 98005
Keith Sitzmann
425 - 454 -4336
Kiosk Fabricator:
Four Seasons Solar Products, LLC
5005 Veterans Memorial Highway
Holbrook, NY 11741
Alex Spyrou
800 - 726 -4444 ext. 254
FILE COPY
Permit No. po -p6
Plar review approval i3 subject to crrc o;td or:Isticn..
Approval of construction documents does not autho
the violation of any adopted code or ordnance. Remit t
of approved w and co is r, ....>E t
SEPARATE PERMIT
REQUIRED FOR:
'Me
ecMcal
/ Plumbing
grass Piping
City of Tukwila
, BUILDING DIVISION
CITY OF TUKWILA
JUL 212008
PERMIT CENTER
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DATE: 7/ 1 8/08
GENERAL NOTES:
LOCATION:
TITLE:
A2
SCALE: 3/16" = I ' -0"
K -2456 $ K - 2466 WESTFIELD SOUThCENTER
TU KWI LA, WA 95 188
KIOSK PLAN VIEW
Largest roof glass =
30" X 41" or 8.54 SF
Existing Utility Outlet
/ 10' 0"
/
10 0"
24' 10-1/4"
Plan View
Exi • ting Utility Outlet
18 9"
17' 9 -3/8"
REVIEWED FO
COD COMPLIANCE
APPROVED
JUL 2 9 2008
Tukwila
V'VISION f
CIT OF TUKWILA
IIUL 21 2008
PERMIT CENTER
4
it
No
Glass /
No
Glass
O N
\ Z�
\\ N
Z N
V , ' 1 1
N No
Glass
No
Glass
No Glass
No Glass
No Glass
No Glass
k
No Glass
No
Glass
No
Glass
No Glass
No Glass
No
Glass
/ No
t Glass
No Glass
' Ir
\\
\\
No Glass
No
Glass
No
Glass
No Glass
No Glass
\ No
\Glass
No
Glass
No Glass
N\
\,.k
No
Glass
No
Glass
No Glass
No Glass
No Glass
No Glass
No
Glass
No
Glass
\\N,
Largest roof glass =
30" X 41" or 8.54 SF
Existing Utility Outlet
/ 10' 0"
/
10 0"
24' 10-1/4"
Plan View
Exi • ting Utility Outlet
18 9"
17' 9 -3/8"
REVIEWED FO
COD COMPLIANCE
APPROVED
JUL 2 9 2008
Tukwila
V'VISION f
CIT OF TUKWILA
IIUL 21 2008
PERMIT CENTER
DATE: 7/ 1 8/08
GENERAL NOTES:
LOCATION:
TITLE:
A3
SCALE: NT5
K -2456 S K -2466 WESTFIELD SOUThCENTER
TUKWILA, WA 98 188
GENERAL NOTES
GENERAL NOTES - SEE STAMPED ENGINEERED DRAWINGS FOR COMPLETE PRODUCT DETAILS
Aluminum
1 . All structural aluminum conforms to minimum requirements of 6005 -T5
for alloy and TEMPER
Except as noted below:
Corner column 6063 -T6
h- Column 61 05 -T5
2. All structural aluminum work conforms to "Part I -A specification for
aluminum structures - allowable stress design" or "Part I -B -
specfications for aluminum structures - building load and resistance
factor design of the Aluminum Association, Inc. Seventh Edition,
effective January 2000.
3. In all instances where aluminum comes in contact with steel, provide
dieletric separation.
4. All exposed aluminum receives one coat of paint. Color to is
coordinated with model availability.
Fasteners
I . All lag bolts shall conform to ASTM A3G
2. All lag bolts shall have a minimum of 8x bolt diameter into structural framing
(G =.45 min)
3. Lag bolts and screws into wood framing shall be provided with plot holes
having a diameter not greater than 70 percent of the thread of the bolt
or screw. All lag bolts and screws shall be inserted in pilot holes by turning
and under no circumstances by driving with a hammer.
4. All expansion anchors shall only be applied in conditions acceptable to
manufacturer.
5. All fasteners connecting aluminum components are stainless steel type 300
18 -8 unless otherwise noted on plans.
Glass
1 . Glass units consists of two panes of 1/8" tempered
glass with a 5/8" stainless steel spacer between
panes with an argon fill.
Sealant
I . Glass units consists of two panes of 1/8" tempered
All sealant conforms to TT -S -00 1 543-A,
TT- S- oo2306, ASTM C -920 Type 5, Grade NS,
Class 25.
Gaskets
1 . All gaskets are co- extruded and are non - migratory.
Room Specifics
Reference Standards;
ASTM E 119
ASTM E 1 300
ASCE 7 -98
LL DL +LL
a. STRUCTURAL ALUMINUM: L/1 80 U 120
b. GLASS: U 175
REVIEWED FOR
CODE COMPLIANCE
APPROVED
Deflection Criteria
I . ALL MEMBERS MEET OR EXCEED THE FOLLOWING MINIMUM DEFLECTION LI ITS: JUL 2 9 2008
City Of Tukwila
BUILDING DMSION
CITY OF
RECEIVED
JUL 212008
PERMIT CENTER
DATE: 7/ 1 8/08
GENERAL NOTES:
LOCATION:
TITLE:
A4
X
SCALE: 3/ 16" = I ' -0"
K -2456 $ K - 2466 WESTFI ELD SOUThCENTER
TUKWILA, WA 95 188
FLOOR PLAN -
KIOSK LAYOUT
Utility Outlet
10' 0"
24' 10 -1/4"
Plan View
10' 0"
Utility Outlet
17' 9 -3/8"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 2 9 2008
■
Ci u la
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUL 2 '1 2008
PERMIT CENTER
X
/----2 1"--/
' 6 6"
I—
d
IIII
III
W
co
0
Q CD
..
c
RS
.i
'b
Utility Outlet
10' 0"
24' 10 -1/4"
Plan View
10' 0"
Utility Outlet
17' 9 -3/8"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 2 9 2008
■
Ci u la
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUL 2 '1 2008
PERMIT CENTER
DATE: 7/18/08
GENERAL NOTES:
LOCATION:
TITLE:
A 5
/
//
i
SOUTh ELEVATION
\\
\\
\\
� �.
\\
�� � i
French
Door
DATE: 7/18/08
GENERAL NOTES:
LOCATION:
TITLE:
A 5
SCALE: 1/2" = l'-0"
K -2456 $ K -2466 WESTMI ELD SOUThCENTER
TU KWI LA, WA 98 188
SOUTh ELEVATION
No No Glass
Glass
24' 10 -1/4"
SOUTh ELEVATION
No Glass No
Glass
No Glass
No Glass
r
No Glass
No Glass
13'6 - 11/16"
RE
COD
IEWED FOR
COMPLIANCE
PPR®VE
L 29 2008
f Tukwila
NG DIVISION
CITY OF
RECEIVED
JUL 212008
PERMIT CENTER
DATE: 7/18/08
GENERAL NOTES:
LOCATION:
TITLE:
AG
SCALE: 1/2" = I' -0"
K -2456 $ K -2466 WESTFIELD SOUThCENTER
TUKWILA, WA 981 88
\;
\\
,,,
French
,
Door
\
French
Door
DATE: 7/18/08
GENERAL NOTES:
LOCATION:
TITLE:
AG
SCALE: 1/2" = I' -0"
K -2456 $ K -2466 WESTFIELD SOUThCENTER
TUKWILA, WA 981 88
NORTH ELEVATION
No Glass
No Glass
No Glass
No Glass
No No Glass No Glass
Glass
No
Glass
/
24' 10-1/4"
NORTH ELEVATION
/
13' 6- 11/16"
REVIEWED ''OR
CODE COMP' ; NCE
APPROVE
JUL 2 9 200
City 0f Tukwi a
BUILDING D Q . -
/
RECEIVED
CITY OF TUKWILA
JUL 21 Mb
PERMIT CENTER
DATE: 7/1 8105
/7 /
LOCATION:
/
/
/�
SCALE: 1/2" = I' -0"
//
//
/
,/
//
�/
//
\\
���
//
DATE: 7/1 8105
GENERAL NOTES:
LOCATION:
TITLE:
A7
SCALE: 1/2" = I' -0"
K -2456 $ K -2466 WESTFIELD SOUTIICENTER
TU KWI LA, WA 98188
EAST ELEVATION
Flo No
Glass Glass
No .lass
No Glass
18' 9"
EAST ELEVATION
13' 6- 11/16"
REVIEWED CO COMPLIANCE
CODE
JUL 29 2008
City Of Tukwdlb
MEMO* 1 1Q' _
RECEIVED
CITY OF TUKWILA
JUL 212008
PERMIT CENTER
DATE: 7/18/08
GENERAL NOTES:
LOCATION:
TITLE:
A8
SCALE: 1/2" = I' -O"
K -2456 $ K - 2466 WESTFIELD SOUThCENTER
TUKWILA, WA 98188
/
���
�\�.
��
��
��
/%
f:
DATE: 7/18/08
GENERAL NOTES:
LOCATION:
TITLE:
A8
SCALE: 1/2" = I' -O"
K -2456 $ K - 2466 WESTFIELD SOUThCENTER
TUKWILA, WA 98188
WEST ELEVATION
N\ Glass Glass
No Glass
No Glass
18' 9"
WEST ELEVATION
13'6 - 11/16"
REVIEWE i
) DE COMP
PPPRO ..
JUL 29 2
City Of Tu
ILDING D
FOR
NCE
D
08
+la
ION
RECEIVED
CITY OF TUKWILA
JUL 212008
PERMIT CENTER
SERIES 230 SUN $ STARS
E.C.O. #:
REV.
DESCRIPTION:
DATE:
APPROVE
A
INITIAL ENGINEERING RELEASE
04/15/04
AS
EC0 -83G
B
UPDATED DETAILS FOR NEW GUTTER
AND FASCIA
07/31/07
AS
GENERAL NOTES G EU KG I AN DESIGN
B. EXISTING STRUCTURES
1 . Int L,ArALIIY Ur Int CXISTING OR NEW STRUCTURE TO RESIST ALL LOADS IMPOSED BY THE FOUR SEASONS ROOMS
SHALL BE EVALUATED BY OTHERS.
2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITY OF FOUR SEASONS
COMPONENTS. THE ACTUAL CONNECTIONS TO EXISTING OR NEW STRUCTURES SHALL BE DESIGNED BY OTHERS.
C. STRUCTURAL STEEL
1 . ALL 5I KUL I UKAL 5I tEL CONFORMS TO ASTM A36 OR ASTM A572 GRADE 50.
D. ALUMINUM
1. ALL 7I KuL (URAL ALUMINUM CONFORMS TO THE MINIMUM REQUIREMENTS OF 6005 -T5 FOR ALLOY AND TEMPER
EXCEPT AS NOTED BELOW:
GREAT ROOM 12 RIDGE BEAM 6063 -T6
CORNER COWMN 6063 -T6
H- COLUMN 6105-T5
2. ALL STRUCTURAL AWMINUM WORK CONFORMS TO "PART I -A - SPECIFICATIONS FOR AWMINUM STRUCTURES -
ALLOWABLE STRESS DESIGN' OR' PART I -B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND
RESISTANCE FACTOR DESIGN' OF THE ALUMINUM ASSOCIATION, INC. SEVENTH EDITION, EFFECTIVE JANUARY 2000.
3. IN ALL INSTANCES WHERE AWMINUM COMES INTO CONTACT WITH STEEL, PROVIDE DIELETRIC SEPERATION.
4. ALL EXPOSED ALUMINIUM RECEIVES ONE COAT OF PAINT. COLOR TO IS COORDINATED WITH MODEL AVAILABIUTY.
E. FASTENERS
I . ALL v{G CULTS SHALL CONFORM TO ASTM A36.
2. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8x BOLT DIAMETER INTO STRUCTURAL FRAMING (G= .45 MIN.)
3. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER
THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED
IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER.
4. ALL EXPANSION ANCHORS SHALL BE DESIGNED (BY OTHERS) IN ACCORDANCE WITH THE SPECIFIC MANUFACTURERS REQUIREMENTS
AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER.
5. ALL FASTENERS CONNECTING AWMIMUM COMPONENTS ARE STAINLESS STEEL TYPE 300 18 -8 UNLESS OTHERWISE NOTED
ON PLANS.
r. GLASS
T- GCASSUNITS CONSISTS OF TWO PANES OF 1/8" THICK TEMPERED GLASS WITH A 5/8' STAINLESS STEEL SPACER BETWEEN
PANES WITH AN ARGON FILL.
2. GLASS CONFORMS TO ASTM E 1 300.
3. ALL MC-16 CLEAR ARGON ROOF GLASS HAS THE FOLLOWING MINIMUM PROPERTIES:
VISIBILITY TRANSMITTANCE = 1
SOLAR TRANSMITTANCE = 10%
ULTRAVIOLET TRANSMITANCE = 7%
VISIBLE OUTSIDE REFLECTIVITY = I 1%
VISIBLE INSIDE REFLECTIVITY = 25%
SHADING COEFFICIENT = .18
SOLAR HEAT GAIN COEFFICIENT = . 15
RELATIVE HEAT GAIN = 39
ASHRAE WINTER U VALUE = .25
ASHRAE WINTER R VALUE = 4.0
4. ALL MC -56 CLEAR ARGON WALL GLASS HAS THE FOLLOWING MINIMUM PROPERTIES:
VISIBILITY TRANSMITTANCE = 56
SOLAR TRANSMITTANCE = 29
ULTRAVIOLET TRANSMITANCE = 13
VISIBLE OUTSIDE REFLECTIVITY = 10
VISIBLE INSIDE REFLECTIVITY = 17
SHADING COEFFICIENT = .38
SOLAR HEAT GAIN COEFFICIENT = .33
RELATIVE HEAT GAIN = 79
ASHRAE WINTER U VALUE = .25
ASHRAE WINTER R VALUE = 4.0
I. ALL GASKETS ARE CO- EXTRUDED AND ARE NON - MIGRATORY.
I. ROOM SPECIFICS
REFERENCE STANDARDS;
ASTM E 119
ASTM E 1300
ASCE 7 -98
a) WALL GLASS CODE 74, R- VALUE; 4.0,
ROOF GLASS CODE 78, R- VALUE; 4.0
b) WALL PANELS TO BE 3" INSULATED
c) 000 LITE COLUMNS
d) 000 UTILITY "H" COWMNS (GABLE ENDS)
e) (XX) UTILITY "H" COLUMNS
f) (X) SWING DOOR
9) (X) SLIDER DOOR
J. DEFLECTION CRITERIA
I . ALL MEMBERS MEET OR EXCEEDS THE FOLLOWING MINIMUM DEFLECTION OMITS:.
a. STRUCTURAL ALUMINUM:
b. GLASS:
K. DESIGN LIVE LOADS
STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING
LIVE LOADS:
I . IMPORTANCE FACTORS: WIND (Iw) = I .0
SNOW (Is) = I .0
SEISMIC (Ic) = I .0
2. LIVE LOADS SEE ENGINEERING TABLES FOR MAXIMUM ALLOWABLE ROOF LOAD
3. SNOW SEE ENGINEERING TABLES FOR MAXIMUM ALLOWABLE ROOF LOAD
4. WIND LOAD _ SEE ENGINEERING TABLES FOR MAXIMUM ALLOWABLE WIND SPEED
G. SEISMIC LOAD SEISMIC PARAMETERS ARE AS FOLLOWS:
UBC '97:
BASIC STRUCTURAL SYSTEM: BUILDING FRAME SYSTEM - LIGHT FRAMED WALLS
w/SHEAR PANELS (OTHER MATERIAL)
RESPONSE MODIFICATION FACTOR R = 5
SEISMIC FORCE AMPLIFICATION FACTOR = 2.8
BUILDING HEIGHT LIMIT, FEET H = 65'
2000, 2003 OR 2006 IBC / 2000, 2003, OR 2006 IRC:
BASIC STRUCTURAL SYSTEM: BUILDING FRAME SYSTEM - LIGHT FRAMED WALLS
w/ SHEAR PANELS (OTHER MATERIAL)
RESPONSE MODIFICATION FACTOR R = 2.5
SEISMIC FORCE AMPLIFICATION FACTOR = 2.5
DEFLECTION AMPUFICATION FACTOR Cd = 2.5
BUILDING HEIGHT LIMIT, FEET H = 35'
7. LA1 ERAL DESIGN CONTROLLED BY WIND.
I . TYP. - TYPICAL
2. SIM. - SIMILIAR
3. UON - UNLESS OTHERWISE NOTED
4. CONT. - CONTINUOUS
LL DL +LL
L/180 U120
L/ 175 --
L. COORDINATION
1. FOUR SEASONS SUNROOMS IS NOT RESPONSIBLE FOR VERIFYING 4 COORDINATING
THE INFORMATION BETWEEN THESE DRAWINGS t ANY OTHER DRAWINGS USED IN CONJUCTION
WITH THESE DRAWINGS.
M. ABBREVIATIONS
THE FOLLOWING LIST OF ABBREVIATIONS 15 NOT INTENDED TO REPRESENT ALL THOSE USED ON
THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED
N. CONSTRUCTION SAFETY
1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTIN.
2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING t GUYING OF FRAMING
AGAINST WIND, CONSTRUCTION LOADS 4 OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED
FOR THE SUPPORT OF THE FRAMING.
0. PATIO COVER
I . WHEN USED AS A PATIO COVER THE ROOM COMFORMS TO ALL APPLICABLE PROVISIONS OF EITHER:
a. APPENDIX H OF THE 2000, 2003 OR 2006 IRC, WHICHEVER IS APPLICABLE
Ix. APPENDIX I OF THE 2000, 2003 OR 2006 IBC, WHICHEVER IS APPLICABLE.
c. APPENDIX CHAPTER 3 I OF THE 1 997 UBC CODE.
FASTENER SCHEDULE FOR 230 CONSERVATORY
TO EXISTING STRUCTURES $ FOUNDATIONS
COMPONENT
COLUMN/51U_
END GLAZING BAR
WALL COLUMN
RIDGE ' I
EAVE BEAM " I
FASTENER
(MIN.)
3/8'
I 1/4" WASHER
3/8'
3/8" o
VARIES
VARIES
NO./SPACING
FASTENERS
2 (MIN.) @ EACH COLUMN
AND 16" O.G. (MAX.)
12' O.C. (MAX.)
2 IN TOP 6' (3" APART)
30' O.C. (MAX.) VERTICALLY
VARIES
VARIES
NOTE: 'ALL FASTENERS SHALL BE STAINLESS STEEL ".
' I - FORCES AT CONNECTION VARY WITH EACH MODEL.
FOR EACH pj
SP.. IFIC MC {� � LQHF
DES B R
DESIGNED ED BY j�THE � 1 t L J FOR COMPLIANCE
APPROVED
JUL 2 9 2008
City Of Tukwila BUILDING DIVISION!
CITY OF TUKWILA
JUL 212008
PERMIT CENTER
[EXPIRES . / o/6
DOCUMENTS ARE VALID ONLY
WiTI1 AN ORIGINAL STAMP
AND DATED SIGNATURE
1. ALL SUBSI KULTURES INCLUDING BUT NOT LIMITED TO FOUNDATIONS 4 DECKS, SHALL BE DESIGNED BY OTHERS.
2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITY OF
FOURS SEASONS COMPONENTS. THE ACTUAL CONNECTIONS TO SUBSTRUCTURE SHALL BE DESIGNED BY OTHERS.
I . ALL SEALANT CONFORMS TO TT -S -00 1 543 -A, TT- 5- 002306, ASTM C -920 TYPE 5,
GRADE NS, CLASS 25.
H GASKETS
rn
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DRAWN BY: JP
REVIEWED BY: AS
DATE: 4/ 1 5/04
REVISION DATE
A
B
4 -15 -04
7-31-07
DRAWING NAME:
230 GEOR -01
PAGE I OF 8
� J
FITS
UNDER
PART NO.
(WHITE)
PART NO.
(BRONZE)
PART NO
(SANDTONE)
GFT WINDOWS
7K78 A7022F
7K784A7022F
7K785A7022F
5FT WINDOWS
7K78IAG022F
7K784A6022F
7K785AG022F
2'-1 I " WINDOWS
7K78 A3622F
7K784A3622F
7K785A3622f
2' -G" WINDOWS
7K78I A3022F
7K784A3022F
7K785A3022f
FITS
UNDER
PART NO.
(WHITE)
PART NO.
(BRONZE)
PART NO
(SANOTONE)
GFT WINDOWS
7K781A7011F
7K784A7011F
7K7854701
5FT ■,n,!DOW
7r75! AGO! IF
7r75 AGO! IF
7r ^Cn, IF
2'. 1 1' WINDOWS
7K78 A361 I F
7K784A36I I F
7K785A3G I I F
2' -6' WIN DOWS
7K751 A301 I F
7K784A301 I F
7K785A3O I IF
FITS
OVER
WINDOW
PART NO.
TRANSOM
SIZE
TRANSOM
PART NO.
GET WINDOWS
7
(2) 2'- 10'
7W290
5FT WINDOWS
7'501
(2) 2' -G'
7W2 1 O
2'- 1 1' WINDOWS
7'202
2' -10'
7W250
2' -G" WINDOWS
7'201
2' -G'
7W2I0
MUST BE H- CHANNEL HERE
SIDE ELEVATION
ISOMETRIC VIEW
FRONT ELEVATION
MUNTIN
2 -BAT FRONT
(A'4M
TRUSS KIT
MUNTIN
4 -BAY FRONT
(A' 4MTB)
JACK BAR I
(A•SLBS)
lY/
INSULATED GLASS
R'D ALUMINUM GLAZING CAP
(A'4MXB)
DOWN
SPOUT
KIT
(7'999)
EXTR'D ALUMINUM MUNTIN CAP
(A'4MXB)
GABLE END FLASHING
(RK45689)
END CAPS
(C'8I 10)
I FT HIGH KICK PANELS (PH MODELS)
2 FT. HIGH KICK PANELS (FX # FT MODELS)
WINDOW 4 10" HIGH TRANSOMS PART #
CODE 20 GLASS
FRENCH DOOR AND
OR SLIDING ARE
INTERCHANGEABLE
OMPRESSION RING
(C'4280A)
SPLICE PLATES
EXTR'D ALUMINUM
hi-CHANNEL
(A7' I I11
EXTR'D ALUMINUM
CORNER (A7' I 1 7)
SLIDING WINDOWS
EXPLODED VIEW
EXTR'D ALUMINUM
FINIAL
EXTR'D ALUMINUM
CRESTING
EXTR'D ALUMINUM RIDGE
(A'BFRG)
JACK SAR 2
(A'5LB5)
� ALUMINUM SILL
7C
(A'7C5)
EXTR'D AL
H- CHANNEL
SAVE / GUTTER (A7 I I I) TRANSOMS
FIXTED LITE
MUNTIN I -BAY - )DE
(A' 4 MTB)
MUNTIN
(A'4M
EXTR'D ALUMINUM WALL BAR
(A'GWBB)
EXPIRES 10/ 09
R EVIEWED FO
C ODE COMPtr m
APPROVE
JUL 2 9 2008
'BAY SIDE
CO MMO
NG f Tukwila
UNIVERSAL GUTTER : D SI0 -
' - (A'K5G)
EAVE(A'7E7B)
RECEIVED
CITY OF TUKWILA
JUL 2 2008
PERMIT CENTER
FIXTED LITE
LIDING WINDOWS
ALUMINUM INSULTED
KICK PANEL
10' GLASS TRANSOMS
BELOW WINDOWS ARE
OPTIONAL
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0
rn
z
0
_ Q
cr
fn
CC • 0
• I
✓ O
3 �
tx w
Z
O • Q
m �
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0
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w
z
0
•
0
I
0
I—
z
O
U
z
O
LD
DRAWN BY: JP
REVIEWED BY: AS
DATE: 4/ 1 5/04
REVISION DATE
A
B
4- 15 -04
7 -3 I -07
DRAWING NAME:
230 GWR -02
PAGE 2 OF 8
FITS
UNDER
PART NO.
(WHITE)
PART NO.
(BRONZE)
PART NO.
(SANDTONE)
GFT WINDOWS
7K781 A7022F
71 7&4A7022F
7K785A7022F
5FT WINDOWS
7K781 AG022F
7( 784AG022F
7K785AG022F
2' -I I' WINDOWS
7K781A3622F
7(.784A3G22F
7K785A3G22F
2' -6" WINDOWS
7K78I A3022F
7r 784A3022F
7K785A3022F
FITS
UNDER
PART NO
(WHITE)
`-AF' NO.
t ,3PONZE)
PART NO.
(SANDTONE)
GET WINDOWS
7K781 A701 I F
71,784A70I I F
7K785A70I I F
S FT WIKI(1(lws
7K ACC,I 1 F
71754 AGO !I F
7K755nr!11 t
2'- I I ' WINDOWS
7K781 A3G I I F
71 7 54A.361 I F
7K785A3G I I F
2' -6" WINDOWS
7K781 A30I I F
71.784A301 I F
7K785A30 I I F
FITS
OVER
WINDOW
PART NO.
TRANSOM
SIZE
TRANSOM
PART NO.
GFT WINDOWS
7 "601
(2) 2 - 1 0"
7W290
5FT WINDOWS
7'50 I
(2) 2' -6"
7W2JO
2' -I I "WINDOWS
7'202
2' - 10"
7W290
2' -G" WINDOWS
7'201
2' -6"
7W210
II
MUST BE H- CHANNEL HERE
SIDE ELEVATION
ISOMETRIC VIEW
FRONT ELEVATION
II
NSULATED GLASS
RD ALUMINUM GLAZING CAP
(A'4MXB)
DOWN
SPOUT
KIT
(7'999)
EXTR'D ALUMINUM MUNTIN CAP
(A•4MXB)
GABLE END FLASHING
(RK45689)
I FT - IIG11 KICK PANELS (FI1 MODELS)
END CAPS
(C'E I I D)
2 FT. I-IG11 KICK PANELS (FX 4 FT MODELS)
WINDOW 4 I 0" MGM TRANSOMS PART #
CODE 20 GLASS
FRENCH DOOR AND
OR SLIDING ARE
INTERCHANGEABLE
OMPRES5ION RING
(C
EXPLODED VIEW
EXTRD ALUMINUM
FINIAL
EXTR'D ALUMINUM SILL
(A" 7C5)
EXTR'D ALUMINUM
H- CHANNEL
EAVE I GUTTER (A7 I I I) TRANSOMS
SPLICE PLATES
EXTR'D ALUMINUM
H- CHANNEL
(A7' I I I )
EXTP,'D ALUMINUM
CORNER (A7'117)
EXTRD ALUMINUM RIDGE
(A•8FRG)
JACK BAR 2
(A•SLB5)
FIXED LITE
EXTRD ALUMINUM
CRESTING
MUNTIN I - DAY I DE
(A'4MT8)
MU NT IN
(A' 4 MT
(A'
EAVE (A*7E713)
EXTRD ALUMINUM WALL BAR
(A"GWBB)
CITY OF TUKWILA
JUL 212008
PERMIT CENTER
MINUM INSULTED
KICK PANEL
FIXED LITE
Co REVIEWED FO
OOMPLIA
APP ROVED
-BAY SIDE JUL 2 9
.OMMON ROOF BAR ��vu
10' GLASS TRANSOMS
BELOW WINDOWS ARE
OPTIONAL
fT� 1 Ivisrov
0
0
B
v
z
0
r u'
—
LU
z 0
O 6 "
> p
• La.)
Z
Y 0
O U
0
z w
0
0
z
t.w
u�
z
LU 0
Fps
0
•
l
DRAWN BY: JP
REVIEWED BY: AS
DATE: 4/ 1 5/04
REVISION DATE
A
B
4- 15 -04
7-3 I -07
DRAWING NAME:
230 G OR -025
PAGE 2 OF 8
a
rn
MODEL SIZE
I0I3
WALL —
COLUMN
CORNER
COLUMN
TYP
SEE
NOTE 2
UTILITY- -
11- COLUMN
(TYP)
7
(ONLY)
J I BAR
35
12
I-
z
2
z
F=
ROOF
BARS
(I) 4 -2
(1)4 -I
RAFTER BAR
30 5/8
131 1/4
30 5/8
hIP END VERTICALS
z
I-
z
z
I-
z
WALL
COLUMN
RAFTER BAR
LD
J I BAR
E A ROOF FRAMING PLAN
RAFTER BAR
RAFTER BAR
35
NOTE
3 I . DIM. TO OUTSIDE FACE OF WALL.
2. WALL SECTIONS VARY DEPENDING UPON MODEL
CONFIGURATION.
3. SEE SHEETS 3 it. 3A FOR VARIOUS MODEL DIMENSIONS.
SCALE= 3/8 "= I' -0"
OUTSIDE FACE
EXISTING WALL
(@ ADEQUATE
STRUCTURAL
FRAMING)
SIM,TYP
STANDARD
h- COLUMN
(TYP)
SIM,TYP
CORNER
COLUMN
EXPIRES 4430loq
1
7 / /ziot
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 2 9 2008
7
a City Of Tukwila
Lp BUILDING DIVISION
rn
RECEIVED
CITY OF TUKWILA
JUL 21 2008
PERMIT CENTER
N
c
0
0
:"j
J
r
DRAWN BY: JP
REVIEWED BY: AS
DATE: 4/ 1 5/04
REVISION DATE
A
B
4- 15 -04
7 - 3 1
DRAWING NAME.
230 GEOR -03
PAGE 3 OF 8
\ /
■■■.
ave Zr
Pja J2 BAR
ri IIII
iuu
J2 BAR
1 4 9/5 OS-)
■■
- ■\ JI BAR
.....I\
V it
ave Zr
NOTE
SEE
NOTE
SEE
1 518
FROM CNT BAP.
TO WALL
MODE I_
1 O 1 O
52
FROM CNT BAP
TO WALL
NA 005L
O 1 5
NOTE.
' TEL
ROOF
BARS
(116.2
ROOF
BARS
) .4-2
(U 6.2
/
FIR SECTION CUTS
2 BAY
VERTICAL
BOX
4 BAY SAVE
B OX
MUST BE AN
HtnANEN
HERE
'OP SECTION CUT
FOR SECTION CUTS
4 BAY
VERTICAL
BOX
RI SIDE
10 8 1/2'
15' 93/4'
6 BAY SAVE
BOX
MUST BE AN
H- CHAN
HE
MUST BE AN
H- HANN L
- 35
CM BAR
RH SIDE
114
4
lH SIDE
J I BAR
- 35
10' MODEL (30 5/8" BAYS)
2
MUST BE AN
Y• - HANNEL
fERi- RP SIDE
LEI SIDE
u
2
15/8
FROM CM BAR
TO WALL
ROOF
BARS
(1)4 -1
(2) 4-2
lir
ir
MED
J I BAR
97 7/8
3 BAY EAVE
BOX
159 I/8
UST BC AN
H -CHANNEL
HERE
35 -4'
MUST BE AN
H- CHANNEL
RERE
CM BAR
JI BAR
35
UST BE AN
H- CHANNEL
HER
UMNIN
•iiu•�
CNT BAR
J I BAR
35�
LP SIDE
RH SIDE
LIT SIDE
RH SIDE
MODEL
I O 13
NOTE
• SEE
NOTE
SEE
I 5/8
FROM CM BAR
TO WALL
ROOF
BARS
(1) 4 -2
(1)4.I
MODEL
1 O 16
MODEL
008
/
• BAT
ICAL
BOX
FROM CM BAR
N AI-
5 BAT
VERI ICA.
BOX
ROO``
I1AP
.1N4 -I
/
MUS BE AN
H HANN L
HERE
FDPTECTION CUTS
3 BAY
ERTICAL
BOX
S BAY EAVE
BOX
SEC CUT_
I MUST .SEX FOR (A R BE AN
I .SEE 1--1 P, - H N
lITRE
6' 4 318
54V SAVE
BOX
MUST BC AN
Ft-CHANNEL
HET —
OE SECNON CJ - 5
NOTE ALL DIMENSIONS ARE TO OUTER FACE OF CLOSED 5I0.
MINIMUM CONNECTIONS ARE
SHOWN IN THE SCHEDULE
ON PAGE 1. ACTUN.. DESIGN
OF THESE CONNECTIONS
MUST BE DETERMINED
BY D
UNI' DIMENSIONS ---,
TO HERE
FOUNDATION OR DECK
I L-- FOUNDATION OR DCCI.
RH SIDE
111510E
JI
0
NOTE
I SEE
NOTE:
• SEE
RH SIDE
1 5/8'
FROM CNT BAR n • L. •
TO WALL
ROOF
BARS
(1)2-0
MODEL
1 60B
5/8'
FRONT CM BAR
TO WALL
NOTE
SEE
ROOF
BARS
(I) 6 -2
15/8'
FRON CNT BAR
TO WALL
ROOF
BARS
(I) 4.2
(II 6-2
MODEL
16 18
2 B AP.
CNT ARE
-2 BAP.
1 BAR
LH SIDE
FOR SECTION CJ S
MUST BE AN
H- HAFINEL
H�E
0
6
o
16' MODEL (30 5/8" BAYS)
EXPIRES 11+14Q1 OQ
7 1
f
2 BAY
VERT CAL
BOX
CM BAR
J2 BAR
J2 BAR
I1 BAR.
MODEL MUST BE AN
1 6 1 3 H- HANK L
-EFL
FOR SECTION CUTS
Or SECTION CUTE
4 BAY
L'E TIC AL
BOX
90X
R BAR
.11 BMA
0
84318'
7 BAY AVE
BOX
MU51 BE AN
IS- HANN L
AERE
RH SIDE
LH SIDE
MUST BE AN
H IE
HERE
RP SIDE
30 5/830 5/8 35 -C
1
LIT SIDE
JUL 2 9 2008
City Of Tukwila
B _ UI?:� ►';�� IOC
CI O
5/8'
FROM CM BAR
10 WALL
ROOF
BARS
(11 4 - I
121 4 -2
NOTE -
I. SEE
NOTE •
SEE
JUL 212008
PERMIT CENTER I
MODEL
1615
IIOlE
• SE
MODEL
16 I O
MODEL
16 2 O
I NAT
L•.RT .-M 4 .
DJ�
I �•
REVIEWED POEM WT
CODE COMPLIANCE
APPROVED
5 BAY
VERTICAL
BOX
MUST BE
Y.- C'1ANNEL AS
HET
FOR SFCION. CUTS
3 BAY
VERTICAL
BOX
MUST BE AN
H- CHANNEL
Tina
OR SECTION CUTS
20 I I'
I BAY FAYE
BOX
MUST BE A/I
• HANINEL
H
FOP SECTION CJ'S
6 BAY SAVE
BOX
MUST BE AN
Es-CHANNEL
HERE
10- 81/2'-
4 BAY SAVE
BOX
,MUST BE AN
}I -CHANNEL
4 30 5/8*- 35
15 9 3/4'
MUST BE AN
H HANN L
HERE
-4'30 5I84 35 �F
RR SIDE
3
L7 SIDE
RH SIDE
U1 SIDE
T
mum Eim
simmos
smIffig
.12 BAR
J2 BAR
J1 BAR
Rn SIDE
i
LTI SIDE
[ LS
t
0
a
0
0
W
D
0
Fez
0
0
► 41
Lu
I-
DRAWN BY: JP
REVIEWED BY: A5
DATE: 41 1 5/04
REVISION DATE
A
4 -1 5 -04
7 -3 I -07
DRAWING NAME:
230 GOOK -03A
PAGE 3 AoF 8
l ' J
230 SUN STARS
GEORGIAN CONSERVATORY
5005 VETERANS MEMORIAL HIGHWAY
HIP END V!RTIC
VERT' / Rn 510E
NIQ
AVQ i
.1
CNT BAP
I L WS. 7E 0
11 BAR
k,t2
yy9 2r
/Qv
yvQ
CUT BAR
/
.12 BAR
I 12
•
.12 BAR
L3cve-4
/
/
k
-- .G I -
/L Qr59GAL OiS9C�
LI
aw zr
.441
'.OI
Q/S 9C
VERT' / Rn 510E
NIQ
1I
39 114 -L' T
.1
CNT BAP
I L WS. 7E 0
11 BAR
k,t2
yy9 2r
/Qv
VERT' / Rn 510E
`
150. V
kl
,1c 36 S2
1I
39 114 -L' T
.1
' 36 52 + 39 1 H -1F�
11'�" """
LVQ zr I
k,t2
yy9 2r
1142
yvQ
142 I
/
.12 BAR
I 12
•
CNT BAR
/
/
OIT BAR_
.0 BAR
-- .G I -
/L Qr59GAL OiS9C�
LI
1.2
QK 9f
12 PAR
'.OI
Q/S 9C
■ i ii ,. ,,,.
Li
kru 2f
Q.q if
12 BAR
36 5
LYQ 2f
I 0.8• Iyy
I
6 BAY FAVE
erx
BOY
Rn 5482
COX
.1
' 36 52 + 39 1 H -1F�
11'�" """
111
yy9 2r
1142
yvQ
142 I
—�
I 12
•
CNT BAR
CHT BAR
/
R BAR
LI
1.2
QK 9f
12 PAR
'.OI
Q/S 9C
■ i ii ,. ,,,.
BOY
Rn 5482
COX
.1
' 36 52 + 39 1 H -1F�
11'�" """
111
yy9 2r
1
.12 DAP
yvQ
142 I
—�
CHT BAR
/
R BAR
12 PAR
'.OI
Q/S 9C
Ort BAR
12 BAR
36 5
LYQ 2f
iW if
\\
LI
VERTICAL
Rn 5482
COX
.1
' 36 52 + 39 1 H -1F�
11'�" """
yvQ
142 I
—�
/
R BAR
Ort BAR
12 BAR
36 5
\\
LI
MrQ 2r
y■Q lr
L
?•
9 N.
L
0 BAN FAIT
AI�,�F
NOE
SEE
5`1
152
reOM CJ.. 81R
10 wAl_
5/0
CNT BAR
WALL
MOOeI
1 206
ROOF
BARS
TI1 6.2
lII. -2
BARS
III 2-0
NOTE
SEE
/
6'51/7
2 BAY EAVC
BOR
U. 5
FOR SECTION Off!
MODeL
2 1 C
10 5ECT ON 0 n 5
YD 4- 39 141
• BAY VERTICA;
BOA
3C 5/8 39 IN
MIEME
MUST BE AN
',Cr _
ID 0'
6 BAY EAVE
BOX
FOR SLETIW CUTS
MII51 BE AN
• RUT--
12' MODEL (36 5/8" BAYS)
IJ 548E
CNT BAR
/' BAR.
U+ 510E
1 5/8
FROM C11 DAR
TO WALL /
ROOF
BARDS
121 4 2
111. -I
FROM ENT BAL
10 wALL
RO O
BA R S .
N l
CM BAR
11 BAR
365/0 !365/8
..j
■j
■\
..M
BA 12'
3 BAY CAVE
I OOY
39 IN
CNT BAR
)I BAR
MEND
CAVE
1 5'732'
NO•E
/
NOT`
5/I
52
"RO, Of BAR
'C) WAIL
ROOT
BARS
11, •.I
MLJOCL 0.122 BEAN
1 209 n {MAN L
FETZ
SF• r0R SECTION CUTS
„ UST BE AN
CnANN
INTO VG/ MU5T BE All
_i
5 BAY VERTICAL
1,I CGOCL
I 22 1
•Cn SECPON CUTS
3 BAY
VERTICAL
BOR
2. -05/0
7 BAY LAVE
BOY
MUST BE AN
til'ANN-
UR. SECT'ON CUTS
I- I BAY MUST BE AN
-2f KRBOX }GIG V l
MUST BE 51.1
NON. A- OMSN'AONS ARE '0 OUTER FACE a CLOSED 5N1
MIIRMUM CONNECTIONS ARE
51.1052, IN In( 501EDUIE
ON FAGS . A0/UAL DESIGN
M ' T1E5E CO:ITICTION'
UST BE DETERMINED
BE O'nER5
UN' 0I0E•51095 y
'0 '1!62
�,-
FOUNDATION OR DECK
FOUNDATION OR DCCF. - -/
4 IQ
N
RY. 5101
n 5102
R, 5'OE
1.11 SIDE
___
TO WALL /
MODEL
1 009
NOTE'
• 5[E _ Mt MOO, CUTS
5/8
FROM OM BM
TO WALL
NOTE
SG
ROOF
BARS
111 2-0
ROOF
BARS
f1/6-2
52
ROM BAR
WA
TO WALE
ROD`
BARS
/1I •.2
U16-2
SAR
9
^5k
MIN=
MEM
MI •
111111111A
12 BAR
OO BAR
S '35/.'
MUST BE AN
OIANNEL
36510 +39 IN
5 BA- EAVC
BOX
9
NO'S
• 515
2 BAY
VERTICAL
Ba
MOOGL MUS ■ B w
E5 I S n n.WNf.
HE RE
FOR 51.0040'S
MODE I.
a2
• DA`
5/45/ BE AN
'01 5.51I0 . CUTS
R, 5/00
5
Rn 5/DE
U1 510E
MUST 8E AN
n-0nA•NEI
I EXPIRES 4410/0c1
18' MODEL (36 5/8" BAYS)
1,
711z f
REVIEWED FO
ODE COMPLIANCE
APPROVED
JUL 2 9 2008
City Of Tukwila
BUILDING D ION
CITY OF TUKWILA
JUL 212008
PERMIT CENTER
n 510E
. 52
FROM Cs) BAR
TO WALL
ROOF
BARS
121 •.7
III•
ROD
BAR-5
t -7
(I)• I
I CS 1. 2
I 1 2
512100E
9 I L
S2
PROM (41
TO w..1. ,
R00/
DAR::
511 BE Al
NOTE
• SEE FOR 5ECIION EL'S
NO'l
I ... °'.
51002E N s•p,EAN
G2 41 n�!AA1NE1
nFRE
OF 5/51ION LIP S
MUST BE M'
MANN L
7Ck�
4 . 36 5/8 39 I N
MUST BF AN
n- CnANNE1
MUST BE AN
RD 510E
Ln 510E
9
2
DRAWN BY: JP
REVIEWED BY: AS
DATE: 4/ 1 5/04
REVISION DATE
A
S
1
4- I 5-04
7 -3 I -07
DRAWING NAME:
230 GEOK -03b
PAGE 350F 8
/
FOUR SEASONS SOLAR PRODUCTS,
GEORGIAN CONSERVATORY
230 SUN STARS
5005 VETERANS MEMORIAL HIGHWAY
5Y5TEM TYPE:
RA .I R
Far
I III III.
I
/
/
/
/
vv
m
FT MODEL CONSERVATORY W/22 3/4" FILL
SCALE= 1/2' - 1' -O'
UNIT WIDTH
OR LENGTH
EXTR'D ALUMINUM
FIXED EAVE (A'7E7B)
EXTR'D ALUMINUM
TRANSOM HEAD
(A'7TTH)
EXTR'D ALUMINUM
FIXED WINDOW
JAMB (A.•7NFJ)
#8 x 1 /2" TEK. SCREWS
(7 1 50) AT VERTICAL
CONNECTION AT EAVE
AND SILL (SIX)
EXTR'D ALUMINUM
SLIDING WINDOW HEAD
(A"7HD)
EXTR'D ALUMINUM
SLIDING WINDOW SILL
(A' 7TSL)
#8 x I /2' TEK SCREW
(7'150)
1/4" WEEP HOLE DRILLED
AT THE C/L OF VERTICAL
EXTRUSIONS (BY INSTAI LFR)
EXTR'D ALUMINUM
CLOSED SILL (A
FOR DETAILS
NOT SHOWN SEE
SCALE 1 /2'
{
R
UNIT WIDTH
OR LENGTH
EXTR'D ALUMINUM
FIXED EAVE (A'7E7B)
EXTR'D ALUMINUM
TRANSOM HEAD
(A'7TTH)
EXTR'D ALUMINUM
FIXED WINDOW
JAMB (A'7NFJ)
Fh MODEL CONSERVATORY W/1 2 1/4" FILL
#8 x I/2' TEK SCREWS
(7' 150) AT VERTICAL
CONNECTION AT EAVE
AND SILL (SIX)
EXTR'D ALUMINUM
SLIDING WINDOW HEAD
(A
EXTR'D ALUMINUM
SLIDING WINDOW SILL
(A
#8 x 1/2" TEK SCREW
(7'150)
1/4" WEEP HOLE DRILLED
AT THE C/L OF VERTICAL
EXTRUSIONS (BY INSTALLER)
EXTR'D ALUMINUM
CLOSED SILL (A'7C5)
FOR DETAILS
NOT SHOWN SEE
U'
0
2
0
2
N
ro
SCALE U - i '-0'
V
•
UNIT WIDTH
OR LENGTH
[EXP(RES 4M0/'
i
EXTR'D ALUMINUM
FIXED EAVE (A 7E78)
EXTR'D ALUMI
SLIDING WIN
(A'7HD)
#8 x I /2' TEK SCREW
(7' 150)
FOR DETAILS
NOT SHOWN SEE
FX MODEL CONSERVATORY W/22 3/4" FILL
7 /Ji /oe
#8 x I /2" TEK SCREWS
(7' 150) AT VERTICAL
CONNECTION AT EAVE
AND SILL (SIX)
1/4' WEEP HOLE DRILLED
AT THE C/L OF VERTICAL
EXTRUSIONS (BY INSTALLER)
COR FOP
COi 4PLIA
W HE ADApp OVE
JUL 2 9 2008
SL R'D AL � T
DING WItJ$0 f(
(A'71
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EXTR'D ALUMINUM
CLOSED 51(i(�ED
CITY }(C O � F � TUKW
JUL 212008
J
1
DRAWN BY: JP
REVIEWED BY: A5
DATE: 4/ 1 5/04
REVISION DATE
A
B
4- 15 -04
7 -3 I -07
DRAWING NAME:
230 GEOR -04
PAGE 4 OF 8
thl
VA
m
UNIT WIDTH
OR LENGTH
EXTRD ALUMINUM
,
FIXED EAVE (A 7E7B)
EXTR'D ALUMINUM
TRANSOM HEAD
(A
EXTR'D ALUMINUM
FIXED WINDOW
JAMB (A"7NFJ)
#8 x I/2' TEK SCREWS
(7'150) AT VERTICAL
CONNECTION AT EAVE
AND SILL (51X)
EXTR'D ALUMINUM
SUDING WINDOW HEAD
(A
THE OUTSIDE LEG OF THE
SILL MUST BE BROKEN AWAY
A MINIMUM OF I/2" TO PREVENT
INTERFERENCE WITH WEEP SLOT
(SASEWALL MODELS ONLY)
EXTR'D ALUMINUM
SLIDING WINDOW SILL
(A'7TSL)
1/4' WEEP HOLE DRILLED
AT THE C/L OF VERTICAL
EXTRUSIONS BY INSTALLER)
EXTR'D ALUMINUM
CLOSED SILL (A'7C5)
FOR DETAILS
NOT SHOWN SEE
UI
0
SCALE: 1 /2' - 1'47
UNIT WIDTH
OR LENGTH
EXTR'D ALUMINUM
TRANSOM HEAD
(A"7TTH)
1311 MODEL CONSERVATORY
/—
EXTR'D ALUMINUM
FIXED EAVE (A'7E713)
EXTR'D ALUMINUM
FIXED WINDOW
JAMB (A
#8 x 1/2' TEK SCREWS
(7' 150) AT VERTICAL
CONNECTION AT SAVE
AND SILL (SIX)
EXTRD ALUMINUM
SLIDING WINDOW HEAD
(A'7HD)
7 THE OUTSIDE LEG OF THE
SILL MUST BE BROKEN AWAY
A MINIMUM OF 1/2' TO PREVENT
INTERFERENCE WITH WEEP SLOT
(BASEWALL MODELS ONLY)
EXTR'D ALUMINUM
SLIDING WINDOW SILL
(A' 7T5L)
I 14' WEEP HOLE DRILLED
AT THE C/L OF VERTICAL
EXTRUSIONS (BY INSTALLER)
EXTRD ALUMINUM
CLOSED SILL (A'7C5)
FOR DETAILS
NOT SHOWN SEE
_. r'f a1 FOR Ktv led v �� • -
CODE C
VED
1UL 2 g 2001
CI � of Tu kvui l
I.DI�G D � �,::.
UNIT WIDTH
OR LENGTH
7 / /slog
EXTR'D ALUMINUM
FIXED EAVE (A'7E7B)
#8 x I /2' TEK SCREWS
(7' 50) AT VERTICAL
CONNECTION AT EAVE
AND SILL (51X)
EXTR'D ALUMINUM
SLIDING WINDOW HEAD
(A'7HD)
THE OUTSIDE LEG OF THE
SILL MUST BE BROKEN AWAY
A MINIMUM OF I /2' TO PREVENT
INTERFERENCE WITH WEEP SLOT
(BASFWALL MODELS ONLY)
7 '
41111111.
40 _
rr/
pr
A A
EXTRD ALUMINUM
SLIDING WINDOW SILL
(A"7TSL)
I /4' WEEP HOLE DRILLED
AT THE C/L OF VERTICAL
EXTRUSIONS (BY INSTALLER)
EXTR'D ALUMINUM
CLOSED SILL (A'7C5)
FOR DETAILS
NOT SHOWN SEE
RECEIVED
CITY OF TUKWI
JUL 21 2008
ED( MODEL CONSERVATORY PERMIT CENTER
w
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0
0
- ,a
I
p
DRAWN BY: Jr
REVIEWED BY: AS
DATE: 4/ 1 5/04
REVISION DATE
A
B
4- + 5 -04
7-3 -07
DRAWING NAME:
230 GWOR -04A
PAGE 4 AOF 8
\ /
FLASHING
(BY OTHERS)
FLASHING
(BY OTHERS)
1 3/4"
FOUNDATION
PROJECTION
OUTSIDE
nF
ROOM
2
NOTE:
I. SEE
2 I /2" MIN.
OUTSIDE
OF
ROOM
UNIT WIDTH / LENGTH
NOT TO SCALE
INSIDE
OF
ROOM
FOR DETAILS
NOT SHOWN SEE
FOR ALTERNATE
DETAILS
2. CONNECTION TO FOUR SEASONS
"CONS_`RVA DECK" SAME A5 SHOWN
INSIDE
OF
ROOM
UNIT WIDTH / LENGTH
#8 x 1/2" TEK SCREW 017'150)
(j lb" MAX. CALM 71UC
EXTRD ALUMINUM
CLOSED SILL (A'7C5)
2x6 DECKING OR 3/4" PLYWOOD
- - FLOOR SHEATHING
- _ _ (TO BE EVALUATED BY A DESIGN
PROFESSIONAL)
C5 ink: 1 SILL TO DECK CONNECTION DETAIL
J NOT TO SCALE
MINIMUM CONNECTIONS ARE SHOWN
IN THE SCHEDULE ON PAGE I .
ACTUAL DESIGN OF THESE CONNECTIONS
(MUST BE DETERMINED BY A DESIGN
PROFESSIONAL)
DOUBLE 2X6 JOIST ROOM PERIMETER
G= .42 (MINIMUM)
(TO BE EVALUATED BY A DESIGN
PROFESSIONAL)
2X BLOCKING
G= .42 (MINIMUM)
IF REQUIRED FOR LAGS.
(TO BE EVALUATED BY A DESIGN
PROFESSIONAL)
STRUCTURAL CONCRETE SLAB
MINIMUM OF 2000 psi
(TO BE EVALUATED BY A DESIGN
PROFESSIONAL)
MINIMUM CONNECTIONS ARE
SHOWN IN THE SCHEDULE
ON PAGE I . ACTUAL DESIGN
OF THESE CONNECTIONS
(MUST BE DETERMINED
BY A DESIGN PROFESSIONAL)
SILL TO CONCRETE SLAB CONNECTION DETAIL
NOTE:
CONNECTION
@ EAVE SIMILAR
3 1/2" EXPOSED
PLAN VIEW
NOTE:
CONNECTION
@ EAVE SIMILAR
INSIDE ROOM
NOT TO SCALE
CONT. EXTRD ALUMINUM
CLOSED SILL (A'7C5) BELOW
EXTRD ALUMINUM
WINDOW JAMB (A7' 13 I U)
#8 x 1/2' TEK SCREW (7'150)
EIGHT AT EACH CORNER
EXTRD ALUMINUM
CORNER COLUMN
(A'7C9)
MINIMUM CONNECTIONS ARE SHOWN
IN THE SCHEDULE ON PAGE 1.
ACTUAL DESIGN OF THESE CONNECTIONS
MUST BE DETERMINED BY OTHERS.
CORNER POST CONNECTION AT SILL
EXTRD ALUMINUM
UTILITY COVER (A'5GT)
#8 x 1/2" TEK SCREW (H7'150)
SIX AT EACH COLUMN
EXTRD ALUMINUM
UTILITY H- COLUMN (A7'145)
EXTRD ALUMINUM
WINDOW JAMB (A7'13 I U)
MINIMUM CONNECTIONS ARE
SHOWN IN THE SCHEDULE
ON PAGE I . ACTUAL DESIGN
OF THESE CONNECTIONS
MUST BE DETERMINED BY
OTHERS.
CONT. EXTRD ALUMINUM
CLOSED SILL (A'7C5)
UTILITY H- CHANNEL CONNECTION AT SILL
2 LAG BOLTS @ TOP G" OF
COLUMN SPACE @ 3" O.C.
VERTICALLY a @ 30" O.C.
VERTICALLY (COORDINATE
SCHEDL
OUTSIDE FACE OF
EXISTING STRUCTURE
(@ STRUCTURAL
FRAMING)
APPLY CAULKING
BETWEEN SILL d WALL
#8 x I /2" TEK SCREW
(H7' I 50) SIX AT EACH
COLUMN
EXTRD ALUMINUM
STD. H- COLUMN (A7' I I I )
NOTE •
1. SEE FOR ALTERNATE
DETAILS
#8 x 1/2" TEK SCREW
(117'1 @I "O.0
MAX.. \IERTICALLY
FOR DETAILS
NOT SHOWN SEE
NOT TO SCALE
GABL E
NOT TO scat
NOTE:
CONNECTION
@ EAVE SIMILAR
INSIDE ROOM
NOTE:
CONNECTION
@ EAVE SIMILAR
PLAN VIEW
PLAN VIEW
MINIMUM CONNECTIONS ARE
SHOWN IN THE SCHEDULE
ON rAGE I . ACTUAL DESIGN
OF THESE CONNECTIONS
MUST BE DETERMINED
BY OTHERS.
INSIDE ROOM
EXTR'D ALUMINUM
CLOSED SILL (A'7C5)
PLACED VERTICALLY AGAINST
WALL (SHOWN) OR EXTENSION
SILL (A'7X5)
#5 x 1/2" TEK SCREW
(117' 150) @ 16" O.C.
EACH SIDE VERTICALLY
EXCEPT @ TOP 9°
PROVIDE 3 EACH SIDE
(SPACE @ 3" O.C.)
EXTRD ALUMINUM
WINDOW JAMB (A7'13 I U)
CODE COMPLIAN
ATTACHMENT AT HOUSEW', L w;,��,,� D FOR
{'
APPROVED
JUL 2 9 2008
GABLE ATTACHMENT AT HOUSEWALL w /SOLID PANEL
City Of Tukwila
N$J IVISION
#8 x 1/2" TEK SCREW
(117"150) SIX AT
EACH COLUMN
EXTRD ALUMINUM
STD. H- COLUMN (A7"1 I I )
MINIMUM CONNECTIONS ARE
SHOWN IN THE SCHEDULE
ON PAGE 1. ACTUAL DESIGN
OF THESE CONNECTIONS
MUST BE DETERMINED
BY OTHERS.
RECEIVED
CITY OF TUKWILA
H- CHANNEL CONNECTION AT SILLJUL 2 2008
NOT TO SCALE
PERMIT CENTER
O
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REVIEWED BY: LD
DATE: 4/15/04
REVISION DATE
A
5
4- 15 -04
7 -31 -07
DRAWING NAME.
230 GEOK -05
PAGE 5 OF 8
EXTR'D ALUMINUM
3 SETTING BLOCKS
0 •
AT 1/4 POINTS
EXTR'D ALUMINUM
"L" ANGLE (CN 1 104)
(ONE ON EACH SIDE
OF GLAZING BAR)
EXTR'D UNIVERSAL
GUTTER (A'K5G)
EXTRD ALUMINUM
4' SNAP -ON GUTTER
FASCIA (A•4GFG)
1/4' WEEP HOLE DRILLED
ON EACH SIDE OF GLAZING
BAR (BY INSTALLER)
EAVE END CAP (A'35M) \ /
I /1G• GLAZING TAPE
(HK 1009ACR� ...Ada
EXTRD ALUMINUM
WALL BAR (A•GWBB) `
SAVE DETAIL
SCALE 6' = ' -0'
SCALE: 6"
H I O x 3/8" PAN HEAD SCREW
(HN20I I) AT C/L OF EACH GLAZING
BAR TO SECURE WALL BAR
EXTR'D ALUMINUM
EAVE TRIM (A•4ET)
EXTR'D ALUMINUM
FIXED EAVE (A
CR055 MUNTIN DETAIL
#10 x I 1/4" TEK SCREW
(H' 202G) AT C/L OF EACH
RAFTER BAR TO SECURE EAVE
#10 x I 1/4" TEK SCREW
(H•202G) (THREE PER CLIP)
EXTRD ALUMINUM
TRANSOM HEAD (A'7TTH)
EXTRD ALUMINUM
MUNTIN CAP (A'4MXB)
I / 16" TI-K. GLAZING
TAPE (HK 1009ACR)
1/8' SETTING
BLOCK (HK 1 023)
RUBBER SETTING
BLOCK (HR. I 023B)
EXTR'D ALUMINUM
MUNTIN (A'4MTB)
10 -24 x 3/4' MACHINE
SCREW (11N2008)
WITH THERMAL
BUSHING (CN420 I )
RUBBER MUNTIN
COVER (A'4M1)
EXTR'D ALUMINUM
GLAZING BAR (A•4GBA) (SHOWN)
HEAVY BAR (A'41
RAFTER BAR DETAIL
SCALE- 6" - i' -O
GLAZING CORD
(RK5NGL)
7/8' INSULATED
GLASS
EXTR'D ALUMINUM
Al. IAITIG1 rev IA•A11AYR1_
EXTR'D ALUMINUM
3" RAFTER BAR
(A' SLB3) (SHOWN)
(3" HEAVY RAFTER BAR
(A'51 OPTIONAL
A5 REQ'D BY LOADING)
EXTR'D ALUMINUM
BEAUTY CAP (A
EXTRD ALUMINUM
GLAZING CAP (A'4GCB)
#IOx I 1/2 "5.5.
MACHINE SCREW (11N2004)
W/ THERMAL BUSHING
(CN4201) @±- 10' O.C. MAX.
EXTR'D ALUMINUM
RAFTER BAR (A•4GBA) (SHOWN)
HEAVY RAFTER BAR (A
1/4" x I 1/4" SELF
THREADING SCREW (HN2080)
@± 9" O.C. TO SECURE
RAFTER STIFFENER TO BAR
OPTIONAL
EXTR'D ALUMINUM
RAFTER STIFFENER (A'4RSB)
EXTR'D ALUMINUM
RAFTER STIFFENER COVER (A•4CR)
CR055 MUNTIN $ RAFTER BAR CONNECTION
SCALE: 6' =
5CALE= 6' = -Cr I'
INSULATED
GLASS
0 -24 r 3/8"
SCREW (1 I )
GLAZING CORD
(RK5NGL)
D E E ltvvt u F�
P(� jV JU:PC2R7 2O3
a Of Tukwila
MU DATetzfra l ��
GLAZING TAPE
(HK 1 009)
EXTR'D ALUMINUM
BEAUTY CAP (A'4BC)
EXTR'D ALUMINUM
GLAZING CAP (A'4GCB)
GLAZING CORD
(RK5NGL)
7/8' INSULATED
GLASS
NIOx I I/2 "5.5.
MACHINE SCREW (1
W/ THERMAL BUSHING
(CN4201) @± I O" O.C. MAX.
UNIVERSAL RUBBER
NO GABLE END FLASHING
(RK4 5689)
MINIMUM CONNECTIONS ARE
SHOWN IN THE SCHEDULE ON
PAGE I ACTUAL DESIGN OF
THESE CONNECTIONS MUST
BE DETERMINED BY A DESIGN
PROFESSIONAL.
EXTRD ALUMINUM
RAFTER BAR (A'4GBA) (SHOWN)
HEAVY RAFTER BAR (A•41
RAFTER BAR DETAIL AT I1OUSEWALL
RECEIVED
CITY OF TUKWILA
JUL 212008
PERMIT CENTER
1
I
DRAWN SY: JP
REVIEWED BY: AS
DATE: 4/ 1 5/04
REVISION DATE
A
4 -15 -04
7 -31 -07
DRAWING NAME:
230 GWOR -OG
PAGE G OF 8
EXTRD ALUM
LADDER SUPPORTS
CNLADCLP
EXTR'D ALUMINUM
GLAZING CAP (A'SGC)
EXTRD ALUMINUM
EAVE END CAP (C'8I 10)
SILICONE SEALANT
(BY OTHERS)
EXTR'D ALUMINUM
WALL BAR (A'GWBB)
SETTING BLOCKS
(HK 1 023)
WEEP HOLE
#8 x 1/2' TEK SCREW
(117' 150) @ 12' O.C.
MAX.
NI0x24X3/8'
SCREWS (HN20I I)
INTO BAR SCREW BOSS
UNIVERSAL GUTTER
(A'KSG)
EXTR'D ALUMINUM
5" SNAP -ON GUTTER
FASCIA (A'5GFG)
WEEP HOLE
CR055 MUNTIN DETAIL
SCALE: 6' = I'-C'
EXTR'D ALUMINUM
MUNTIN CAP (A'4MXB)
I / 16' THK. GLAZING
TAPE (HKIO09ACR)
-1/8' SETTING
BLOCK (HK 1 023)
RUBBER SETTING
BLOCK (HK1023B)
EXTRD ALUMINUM
MUNTIN (A'4MTB)
10 -24 x 3/4' MACHINE
SCREW (11N2008)
WITH THERMAL
BUSHING (CN420I )
RUBBER MUNTIN
COVER (A
EXTR'D ALUMINUM
5' RAFTER BAR
(A'SLBS)
EAVE DETAIL
SCALE: 6' - I'-O"
EXTRD ALUMINUM
5' RAFTER BAR
(A
(A'5CB5 SHOWN)
7/8" INSULATED
GLASS
EXTR'D ALUMINUM
EAVE TRIM (A'55T5)
#8 x 1/2" TEK SCREW
(117' 150) 4 PER CUP
CUP ANGLE
(I - SR - AC)
EXTRD ALUMINUM
MUNTIN CAP (A
EXTRD ALUMINUM
EAVE CUP (CN13004)
(I EACH SIDE OF GLAZING
BAR)
#10 x I 1/4' TEK SCREW
(11•2026) 6 PER CUP
# I 0 x I I/4' TEK SCREW
(11'2026) @ EACH GLAZING
BAR
EXTR'D ALUMINUM
5' RAFTER BAR
(A'5LB5)
. !CI IIIINVIAIIIIP
EXTRD ALUMINUM
FIXED EAVE (A'7E7B)
#8 x 1/2" TEK SCREW
(7'150) @12" O.C.
EXTRD ALUMINUM
WINDOW HEAD
(A'7130)
B RAFTER BAR DETAIL
6 SCALE- 6' - I'- r
EXTR'D ALUMINUM
BEAUTY CAP (A'4BC)
EXTR'D ALUMINUM
GLAZING CAP(A'SGC)
GLAZING CORD
(RKSNGL)
7/8" INSULATED
GLASS
#10 I I/2 ' 5.5.
MACHINE SCREW (11N2004)
W/ THERMAL BUSHING
(CN420 I) @ ± 10' O.C. MA
EXTR'D ALUMINUM
5' RAFTER BAR.
(A'SLBS)
INSULATED GLASS
i n_ow .. an•
SCREW (11N201 I)
GLAZING CORD
(RKSNGL)
EXTR'D ALUMINUM
MUNTIN (A'4MTB)
GLAZING TAPE
(HK 1 009)
EXPIRES ■ /oq
7 / /220q
REV1LWEU FOR
CODE COMPLIAN
APPROVED
JUL 2 9 2008
CR055 MUNTIN $ RAFTER BAR C NNEAtiJOf
SCALE: 6' =
0
15/8'
RAFTER BAR DETAIL AT HOU5EWALL
SCALE- 6' -
ILDING DIVISION
RUBBER NOG • a'E END '
FLASHING (RK45689)
EXTR'D ALUMINUM
BEAUTY CAP (A'4BC)
EXTR'D ALUMINUM
GLAZING CAP (A'5GC)
GLAZING CORD
(RK5NGL)
7/8' INSULATED
GLASS
#I0 I I/2 "5.5.
MACHINE SCREW (HN2004)
W/ THERMAL BUSHING
(CN4201) @ ± 10' O.C. MAX.
3/4' SHIM
(BY OTHERS)
EXTRD ALUMINUM
5' RAFTER BAR
(A'SLBS)
CITY RECEIVED
JUL 212008
PERMIT CENTER
^ U)
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Ao-
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DRAWN BY: JP
REVIEWED BY: AS
DATE: 4/ 1 5/04
REVISION DATE
4- 15-C
7-31-C
DRAWING NAME:
230 GEOR -06i
PAGE 6 AoF 8
C 7 A TRUSS BAR CONNECTION
SCALE= I /2' = r -o'
EXTR'D ALUMINUM
GLAZING BAR (A"4G5A) (SHOWN)
HEAVY BAR (A "4H3A)
I/4" x I I/4" SELF THREADING
SCREW (11
(THREE PER TRUSS CUP)
EXTR'D ALUMINUM TRUSS CLIP
7 ON 12 PITCH (CN4204) (SHOWN)
5 13/16 ON 12 PITCH (CN4205)
3 1/2 ON 12 PITCH (CN420G)
EXTRV ALUMINUM
TRUSS BAR (A"4AH)
COMPRESSION RING
COVER AT BULLNOSE
END OF BEAM
I/4" x I" CSK SELF THREADING
SCREW (H"208I )
(THREE PER TRUSS CLIP)
EXTR'D ALUMINUM
RIDGE CAP (A"4RC7)
CUT END OF RIDGE GAP
R FOLD (CUT I/2" OVERLAP FOR FLAP)
#8 x I/2` TEK SCREW
(7 @ 10" O.C.
12
7�
(SHOWN)
SILICONE SEALANT
(BY INSTALLER)
EXTR'D ALUMINUM
RIDGE (A "8FRG)
ALUMINUM
FINIAL (C"4230)
(ALIGN WITH CENTER OF
GLAZING BAR)
EXTR'D ALUMINUM
CRESTING (C•4229)
EXTRD ALUMINUM
RIDGE COVER (A "4RC)
LAY DOWN A BEAD OF
CAULKING DOWN THE
CENTER OF THE RIDGE
CAP FOR ITS ENTIRE
LENGTH TO SECURE
CRESTING t FINIAL
#I0 x I 1/4" TEK SCREW
(H•2026) (ONE PER FINIAL
TO SECURE TO RIDGE COVER)
I /I " THK. GLAZING
TAPE (HK 1009ACR)
#10 x 3/8" SCREW (IIN201 I )
AT CENTERLINE OF BEAM
EXTR'D ALUMINUM
GLAZING BAR (A"4GBA) (SHOWN)
HEAVY BAR (A'4HBA)
co
EXPIRES •e4/39/0q 1
CODE COMPLIANCE-
. APPROVED
JUL 2 9 2006
aY Of Tukwila
ING DIVIqr .
(C) CREST 4 FINIAL ATTACI-IMENT RECEIVED
7 SCALE_ /2 _
CITY OF TUKWILA
JUL 212008
PERMIT CENTER
8
5
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0
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eC 8
O t'•
w a
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0
a
0
0
z
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0
0
0
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1
2
Lf
DRAWN BY: JP
REVIEWED BY: AS
DATE: 4/ 1 5/04
REVISION DATE
A
B
1
4- 15 -04
7 - 3 I - 07
DRAWING NAME:
230 GWOR -07
PAGE 7 OF 8
f
TRUSS LENGTH
EXTR.V ALUMINUM
TRUSS BAR (A
SCALE G" = I - P
COMPRESSION RING
COVER AT BULLNOSE
END OF BEAM
1/4" x I 1/4" SELF THREADING
SCREW (h"2080)
(THREE PER TRUSS CUP)
I/4" x I" C5K SELF THREADING
SCREW (H'208 I)
(THREE PER TRUSS CUP)
EXTR'D ALUMINUM TRUSS CLIP
7 ON 12 PITCH (CN4204) (SHOWN)
5 13/ 16 ON 12 PITCH (CN4205)
3 1/2 ON 12 PITCH (CN4206)
WALL CONNECTION BAR
12
71/
(SHOWN)
1 20.49°
RIDGE DETAIL
SCALE: 6' - I' -O'
EXTR'D ALUMINUM
RIDGE CAP (A
CUT END OF RIDGE CAP
I FOLD (CUT I /2" OVERLAP FOR FLAP)
#8 x 1/2' TEK SCREW
(7' 150) @ 1 0 " 0 . C .
SILICONE SEALANT
(BY INSTALLER)
EXTR'D ALUMINUM
RIDGE (A
ALUMINUM
FINIAL (C'4230)
(ALIGN WITH CENTER OF
GLAZING BAR)
EXTR'D ALUMINUM
• CRESTING (C "4229)
EXTR'D ALUMINUM
RIDGE COVER (A'4RC)
LAY DOWN A BEAD OF
CAULKING DOWN THE
CENTER OF THE RIDGE
CAP FOR ITS ENTIRE
LENGTH TO SECURE
CRESTING E FINIAL
i
# I0 x 1 I/4" TEK SCREW
(11'2026) (ONE PER FINIAL
TO SECURE TO RIDGE COVER)
I /16 "THK GLAZING
TAPE (HK1009ACR)
a l 0 x 318' SCREW (1 I)
AT CENTERLINE OF BEAM
EkTRD ALUMINUM
GLAZING BAR (A (SHOWN)
HEAVY BAR (A'5CB5)
SCALE- I/2'
CREST 4 FINIAL ATTACHMENT
[EXPIRES 4 t9C?
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 2 9 2008
ty Of Tukwila LNG DIVISION
RECEIVED
CITY OF TUKWILA
JUL 217008
PERMIT CENTER
0
S
.1-r J
/
2
I-
DRAWN BY: JP
REVIEWED BY: AS
DATE: 4/ 15/04
REVISION DATE
A
B
4- 15 -04
7 -3 I -07
DRAWING NAME:
230 GW -07A
PAGE MOP 8
RAFTER BAR (4GBA)
(I I /2' x 2 34" 55
THRU BOLT (HDW 1 043 I )
w/1/2' NUT (HDW 1 0776)
(2) 55 WASHER (HDW I053O)
NOTE. NUT 15 TO FACE FRONT
SECTION TRANSFER DRILL THRU
RAFTER BAR
COMPRESSION RING
7 IN 12 PITCH (ONLY)
(C"4 280A)
1/4" x I I /4" PP TC NS
(11N2080) PRE -DRILL 1 3/64' (.203)
NOTE: DO NOT INSTALL UNTIL
JACKS FASTENED
COMPRESSION RING
7 IN 12 PITCH (ONLY)
(C'4280A)
COMPRESSION RING DETAIL
SCALE= I /2' = 1 .0"
O SECTION A -A
1/4" x 1 I /4' PP TC N5
(HN2O80) PRE -DRILL
13/G4' (.203)
NOTE: DO NOT INSTALL
UNTIL JACKS FASTENED
EXTR'D ALUMINUM
RAFTER BAR (4GBA)
SPLICE CHANNEL
(CN4203)
I /4'x I' PPTCN5
(H' 2080) PRE -DRILL
1 3/64" (.203) G PL.
COMPRESSION RING
7 IN 12 PITCH (ONLY)
(C'4280A)
O SECTION A -A
NOTE: REMOVE SCREW BEFORE
DRILLING FOR 1/2" BOLT
1/4' x I I /4" PP TC NS
(HN2080) PRE -DRILL
1 3/64' (.203) 8 PL.
RIDGE CONNECTOR
(CN4908)
EXTRD ALUMINUM
RAFTER BAR (5LB5)
NOTE:
BAR OPTION SHOWN
ONLY USED WITH 12'
t 18' MODELS OR AS
REQUIRED BY LOADING
I /4" x 1' PP TC N5
(11•2080) PRE -DRILL
1 3/64" (.203) G PL.
Ktb'1tWt1.) a
CODE COMPLIANCE
APPROVED
JUL 2 9 20
City Of Tukwila
BUILDING DIVISION
1 EXPIRES /94%10q
7l/ tiOt
RECEIVED
CITY OF TUKWILA
JUL 212008
PERMIT CENTER
J
1 .
O
0
. 1
I
2
u�
N
DRAWN BY: JP
REVIEWED 5Y: AS
DATE: 4/ 1 5/04
REVISION DATE
A
B
4- 15 -04
7 -3 I -07
DRAWING NAME:
230 GEOR -08
PAGE 8 OF 8
\ J