The URL can be used to link to this page

Home My WebLink AboutPermit S08-049 - WESTFIELD SOUTHCENTER MALLWESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL S08-044 THROUGH S08-51 FREESTANDING SIGNS • SITE INSPECTION (PLANNING) File No. S08-044 Name of Tenant: Westfield Sign Address: 2800 Southcenter Mall Date Photo Taken: October 2, 2008 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 10-02-08 File No. Name of Tenant: Sign Address: Date Photo Taken: • • SITE INSPECTION (PLANNING) S08-045 Westfield 2800 Southcenter Mall October 2, 2008 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 10-02-08. Olive Garden Entrance JC Penny East Entrance • • SITE INSPECTION (PLANNING) File No. S08-046 Name of Tenant: Westfield Sign Address: 2800 Southcenter Mall Date Photo Taken: October 2, 2008 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 10-02-08. Firestone Entrance- Andover • • SITE INSPECTION (PLANNING) File No. S08-047 Name of Tenant: Westfield Sign Address: 2800 Southcenter Mall Date Photo Taken: October 2, 2008 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 10-02-08. Mervyn's East Entrance • 1 SITE INSPECTION (PLANNING) File No. S08-048 Name of Tenant: Westfield Sign Address: 2800 Southcenter Mall Date Photo Taken: October 2, 2008 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 10-02-08. Bahama Breeze North -Tukwila P Nordstrom West- Southcenter Pwy 4 1° • • SITE INSPECTION (PLANNING) File No. S08-049 Name of Tenant: Westfield Sign Address: 2800 Southcenter Mall Date Photo Taken: October 24, 2008 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 10-24-08 West mall entry- (Nordstrom \\ File No. Name of Tenant: Sign Address: Date Photo Taken: • • SITE INSPECTION (PLANNING) S08-050 Westfield 2800 Southcenter Mall October 24, 2008 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 10-24-08 North mall entry East mall ent *0/ • • il; lt_; III"�II�flllllllllll(Illlllilun��' • SITE INSPECTION (PLANNING) File No. S08-051 Name of Tenant: Westfield Sign Address: 2800 Southcenter Mall Date Photo Taken: October 24, 2008 Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 10-24-08 Cascade Gara e West Elevation- . arkin • ID Parcel No.: Address: Suite No: City STukwila 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 PERMANENT SIGN PERMIT 6364200010 2800 SOUTHCENTER MALL TURIN' Permit Number: Issue Date: Permit Expires On: S08-051 05/30/2008 11/26/2008 Business: Name: Address: Property Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: SOUTHCENTER/WESTFIELD MALL Phone: 2800 SOUTHCENTER MALL , WESTFIELD PROPERTY TAX DEPT PO BOX 130940 JOSH CHRISTENSEN 909 SOUTH 28TH ST PLUMB SIGNS 909 SOUTH 28TH ST Phone: Phone: 253 381-3026 Phone: 253 473-3323 DESCRIPTION OF WORK: 2/2 WALL SIGNS FOR WESTFIELD/SOUTHCENTER MALL - AAT ON DIAGRAM - CB Fees Collected: PERMANENT SIGN: Wall Area (sq. feet): Wall Sign Size (sq. feet): Sign Lighting: Face Residential Land: $250.00 Street Frontage for Entire Lot: Building Height (feet): Sign Size (sq. feet): Sign Height (feet and inches): Setback (feet): Number of Sign Faces: Wall Sign #1 0 16.51 Zoning: TUC Wall Sign #2 0 16.51 N N Freestanding Sign #1 0 0 0 0' 0" 0 0 Wall Sign #3 0 0 Sign Type: Freestanding Sign #2 0 0 0 0' 0" 0 0 Wall Sign #4 0 0 Planning Division Authorized Signature: -- `it Date: 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. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM 05-30-2008 S08-051 Printed: City 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.cLtukwila.wa.us PERMANENT SIGN PERMIT Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Permit Number: S08-050 Issue Date: 05/30/2008 Permit Expires On: 11/26/2008 Business: Name: SOUTHCENTER/WESTFIELD MALL Phone: Address: 2800 SOUTHCENTER MALL , Property Owner: Name: WESTFIELD PROPERTY TAX DEPT Phone: Address: PO BOX 130940 Contact Person: Name: JOSH CHRISTENSEN Phone: 253 381-3026 Address: 909 SOUTH 28TH ST Contractor: Name: PLUMB SIGNS Phone: 253 473-3323 Address: 909 SOUTH 28TH ST DESCRIPTION OF WORK: 2-3/3 WALL SIGNS [AA3], 1/1 WALL SIGN [AA4], 1/1 WALL SIGN [AA6] FOR WESTFIELD/SOUTHCENTER MALL - CB Fees Collected: $500.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Area (sq. feet): 0 0 Wall Sign Size (sq. feet): 65 65 Sign Lighting: Face Residential Land: N N Freestanding Sign #1 Street Frontage for Entire Lot: 0 Building Height (feet): 0 Sign Size (sq. feet): 0 Sign Height (feet and inches): 0 ' 0 " Setback (feet): Number of Sign Faces: 0 0 Wall Sign #3 0 22°1 _5 Wall Sign #4 0 53.8 N N Freestanding Sign #2 0 0 0 0' 0" 0 0 Planning Division Authorized Signatures ��.�` � Date: I hereby certify that I have read and examine 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. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM S08-050 Printed: 06-17-2008 City &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 PERMANENT SIGN PERMIT Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Permit Number: S08-049 Issue Date: 05/30/2008 Permit Expires On: 11/26/2008 Business: Name: SOUTHCENTER/WESTFIELD MALL Phone: Address: 2800 SOUTHCENTER MALL , Property Owner: Name: WESTFIELD PROPERTY TAX DEPT Phone: Address: PO BOX 130940 Contact Person: Name: JOSH CHRISTENSEN Phone: 253 381-3026 Address: 909 SOUTH 28TH ST Contractor: Name: PLUMB SIGNS Phone: 253 473-3323 Address: 909 SOUTH 28TH ST DESCRIPTION OF WORK: 1/3 WALL SIGNS FOR SOUTHCENTER/WESTFIELD MALL - AA3 ON DIAGRAM - CB Fees Collected: $500.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 65 0 0 0 Sign Lighting: Face Residential Land: N N N N Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 0 0 Building Height (feet): 0 0 Sign Size (sq. feet): 0 0 Sign Height (feet and inches): 0 ' 0 " 0 ' 0 " Setback (feet): 0 0 Number of Sign Faces: 0 0 Planning Division Authorized Signature: Date: I hereby certify that I have read and examined s 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. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK I5 NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM S08-049 Printed: 06-17-2008 City 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 PERMANENT SIGN PERMIT Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Permit Number: S08-048 Issue Date: OS/30/2008 Permit Expires On: 11/26/2008 Business: Name: SOUTHCENTER/WESTFEILD MALL Phone: Address: 2800 SOUTHCENTER MALL , Property Owner: Name: WESTFIELD PROPERTY TAX DEPT Phone: Address: PO BOX 130940 Contact Person: Name: JOSH CHRISTENSEN Phone: 253 381-3026 Address: 909 SOUTH 28TH ST Contractor: Name: PLUMB SIGNS Phone: 253 473-3323 Address: 909 SOUTH 28TH ST DESCRIPTION OF WORK: 4/4 FREESTANDING SIGNS FOR WESTFIELD/SOUTHCENTER MALL - AA2 ON DIAGRAM - SECOND SIGN IS AA1 ON DIAGRAM @ THE WEST EXIT ON SOUTHCENTER PY - CB Fees Collected: $250.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: Freestanding Sign #1 Street Frontage for Entire Lot: 2000 Building Height (feet): 30 Sign Size (sq. feet): 24.66 Sign Height (feet and inches): 8 ' 2 " Setback (feet): 8.16 Number of Sign Faces: Freestanding Sign #2 2000 30 40.7 10' 2" 10.16 Planning Division Authorized Signature: Date: 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. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM ng_zn_nnna S08-048 Printed: Parcel No.: Address: Suite No: City AP 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 PERMANENT SIGN PERMIT 6364200010 2800 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: S08-047 05/30/2008 11/26/2008 Business: Name: Address: Property Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: SOUTHCENTER/WESTFEILD MALL Phone: 2800 SOUTHCENTER MALL , WESTFIELD PROPERTY TAX DEPT PO BOX 130940 JOSH CHRISTENSEN 909 SOUTH 28TH ST PLUMB SIGNS 909 SOUTH 28TH ST Phone: Phone: 253 381-3026 Phone: 253 473-3323 DESCRIPTION OF WORK: 2/4 FREESTANDING SIGN FOR WESTFIELD/SOUTHCENTER MALL - AA2 ON DIAGRAM - CB Fees Collected: PERMANENT SIGN: Wall Area (sq. feet): Wall Sign Size (sq. feet): Sign Lighting: Face Residential Land: $125.00 Zoning: TUC Street Frontage for Entire Lot: Building Height (feet): Sign Size (sq. feet): Sign Height (feet and inches): Setback (feet): Number of Sign Faces: Wall Sign #1 0 0 Wall Sign #2 0 0 Wall Sign #3 0 0 Sign Type: Freestanding Sign #1 Freestanding Sign #2 2000 0 30 0 49.32 0 8'2" 0'0" 8.16 0 2 0 Wall Sign #4 0 0 Planning Division Authorized Signature. Date: 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. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM S08-047 Printed: 05-30-2008 Parcel No.: Address: Suite No: City 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 PERMANENT SIGN PERMIT 6364200010 2800 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: S08-046 05/30/2008 11/26/2008 Business: Name: Address: Property Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: SOUTHCENTER/WESTFEILD MALL Phone: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 JOSH CHRISTENSEN 909 SOUTH 28TH ST PLUMB SIGNS 909 SOUTH 28TH ST Phone: Phone: 253 381-3026 Phone: 253 473-3323 DESCRIPTION OF WORK: 1/4 FREESTANDING SIGNS AA2 - CB Fees Collected: PERMANENT SIGN: Wall Area (sq. feet): Wall Sign Size (sq. feet): Sign Lighting: Face Residential Land: $125.00 Zoning: TUC Street Frontage for Entire Lot: Building Height (feet): Sign Size (sq. feet): Sign Height (feet and inches): Setback (feet): Number of Sign Faces: Wall Sign #1 0 0 Wall Sign #2 0 0 Freestanding Sign #1 0 0 0 0' 0" 0 0 Wall Sign #3 0 0 Sign Type: Freestanding Sign #2 2000 30 24.66 8' 2'1 8.16 1 Wall Sign #4 0 0 Planning Division Authorized Signature: Date: 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. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM S08-046 Printed: 05-30-2008 City it 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 PERMANENT SIGN PERMIT Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Permit Number: S08-045 Issue Date: OS/30/2008 Permit Expires On: 11/26/2008 Business: Name: SOUTHCENTER/WESTFEILD MALL Phone: Address: 2800 SOUTHCENTER MALL , Property Owner: Name: WESTFIELD PROPERTY TAX DEPT Phone: Address: PO BOX 130940 Contact Person: Name: JOSH CHRISTENSEN Phone: 253 381-3026 Address: 909 SOUTH 28TH ST Contractor: Name: PLUMB SIGNS Phone: 253 473-3323 Address: 909 SOUTH 28TH ST DESCRIPTION OF WORK: 2/5 FREESTANDING SIGNS FOR WESTFIELD/SOUTHCENTER MALL - AA1 ON DIAGRAM - BOTH OF THESE SIGNS ARE DOUBLE SIDED, PARALLEL TO THE ROADWAY, ONE SIDE IS COUNTED ONLY -CB Fees Collected: $250.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 2000 2000 Building Height (feet): 30 30 Sign Size (sq. feet): 40.7 40.7 Sign Height (feet and inches): 10 ' 2 " 10 ' 2 " Setback (feet): 10.16 10.16 Number of Sign Faces: 1 1 Planning Division Authorized Signature: Date: 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. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM S08-045 Printed: 05-30-2008 City it 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 PERMANENT SIGN PERMIT Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Permit Number: S08-044 Issue Date: 05/30/2008 Permit Expires On: 11/26/2008 Business: Name: WESTFEILD/SOUTHCENTER MALL Phone: Address: 2800 SOUTHCENTER MALL , Property Owner: Name: WESTFIELD PROPERTY TAX DEPT Phone: Address: PO BOX 130940 Contact Person: Name: JOSH CHRISTENSEN Phone: 253 381-3026 Address: 909 SOUTH 28TH ST Contractor: Name: PLUMB SIGNS Phone: 253 473.3323 Address: 909 SOUTH 28TH ST DESCRIPTION OF WORK: 1/5 FREESTANDING SIGNS FOR WESTFIELD/SOUTHCENTER MALL - AA1 ON DIAGRAM - CB Fees Collected: $125.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 0 2000 Building Height (feet): 0 30 Sign Size (sq. feet): 0 81.4 Sign Height (feet and inches): 0 ' 0 " 10 ' 2 " Setback (feet): 0 10.16 Number of Sign Faces: 0 2 Planning Division Authorized Signature: /- Date: 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. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM S08-044 Printed: ns-3n-MIFI City &Tukwila • Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: ci. tukwila. wa. us Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Tenant: PLUMB SIGNS PERMIT CONDITIONS Steve Lancaster, Director Permit Number: S08-044 — 04' S Status: ISSUED Applied Date: 05/19/2008 Issue Date: 05/30/2008 1: 2: PERMITS ARE ISSUED WITH MINIMUM SETBACK VALUES APPLIED, APPLICANT MUST PROVIDE EXACT SETBACK MEASUREMENTS BEFORE FINALIZATION -CB **continued on next page** doc: Conditions S08-044 Printed: 05-30-2008 City a Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: ci. tukwila. wa. us Steve Lancaster, Director I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: 5/30/01 doc: Conditions S08-044 Printed: 05-30-2008 Josh, I did a drive around the mall today and determined that neither of the two proposed AA5 signs will be visible from the public right-of-way so neither will require a permit to install [unless they are changed to illuminated in which case you would need an electrical permit]. Additionally, the AA6-11 sign that is facing east on the pedestrian bridge will fall under the same classification as not being visible from the public right-of-way so only an electrical permit will be required for that sign and we can subtract it from your total sign package's square footage. Unfortunately, AA6-16 will be visible from the public right-of-way so we will need to include that one in the package. Also, we have made a determination that all the signs under the designation of AB1 [3 signs], AD1 [11 signs] and AF1 [6 signs] will not be discernable from the public right-of-way so they will not need to be permitted for and you can begin work on them as soon as possible. Again, the subtraction of these signs will reduce your total amount of square footage in this package and make it much easier to stay within the 1200 sq ft parameters of this project. We appreciate the orderliness and completeness of this application Josh. I will work as hard as I can to get you the permits for these as quickly as possible as I understand this is probably a huge project for yourself and your company. I am now beginning the preliminary process of calculating your total sign package sq footage and will be entering these in to our permit processing software as early as Weds. I will keep you posted at all times. Thanks, D65ulntern2 Intern2 updated number From: To: Date: Subject: CC: Josh, DCD-Intern2 Intern2 josh@plumbsigns.com 5/21/2008 12:36 pm updated numbers Stacy MacGregor Ok, here are the new calculations: 330 sq ft from existing [S07-091] 529.1 sq ft [AA1 @ 40.7 each (that's with the bottom portion of the cabinet trim now removed) X 6 double faced + 1 single faced --> 40.7 X 2 = 81.4 X 6 = 488.4 + 40.7 = 529.1] — tip . • 147.96 sq ft [AA2 @ 24.66 each (that's with the bottom portion of the cabinet trim now removed) X 3 double faced --> 24.66 X 2 = 49.32 X 3 = 147.96] 195 sq ft [AA3 @ 65 each (that's with only 3 counted because of the non -discernable nature of 3 of the 6 signs)] 126 sq ft [AA4 X 1 = 126 sq ft] 53.8 sq ft [AA6 X 1 = 53.8 sq ft] 33.02 sq ft [AA7 @ 16.51 each X 2] 1414.88 TOTAL SQ FT --> OVER 214.88 SQ FT Chris Beale Planning Intern DCD-Planning ex. 1141 email: DCD-Intern2 cbeale@ci.tukwila.wa.us 4 Z Y.( From: To: Date: Subject: Josh, DCD-Intern2 Intern2 josh@plumbsigns.com 05/19/2008 12:49 pm Southcenter Mall issues I have reviewed your application for the Southcenter Mall and made a few determinations that need some action. First, to get a few preliminary things out of the way, with all of the permits entered into our processing software it looks like the application fees for this package will be 2500$. You can mail me a check and I can return mail you your receipts as soon as I receive your payment. As for the package itself lets just recap a few things: all of the signage for this site must not exceed 1200 sq ft. There has already been 3 signs that Westfield applied and permitted for that equal out to be 330 sq ft [permit file # S07-091]. Your package as applied for does not include AA5 - both of these signs are not visible from the public right-of-way - AB1, AD1, AF1, and one of the two AA6 signs because it will not be visible from the right-of-way. While that significantly reduces your proposal the total will exceed the 1200 sq ft maximum. The way that our code is written we can use straight lines and right angles to draw a polygon around a wall sign to reduce its size. We cannot however do this for freestanding signs. This method resulted in a reduction in size of the 6 signs under AA3 from 80 sq ft to 65 sq ft, the 1 sign under AA4 from 154 to 126 sq ft, the 1 visible sign under AA6 from 64.8 to 53.8 sq ft and the 2 signs under AA7 down to 16.51 sq ft. We had to remeasure the signs under AA1 and AA2 to include the parts between the two cabinets. AA1 now measures out to 42.9 sq ft and AA2 measures out to 26.36 sq ft. So to recap: 330 sq ft from existing [S07-091] 300.3 sq ft [AA1 @ 42.9 each X 7] 79.08 sq ft [AA2 @ 26.36 each X 3] 390 sq ft [AA3 @ 65 each X 6] 126 sq ft [AA4 X 1 = 126 sq ft] 53.8 sq ft [AA6 X 1 = 53.8 sq ft] 33.02 sq ft [AA7 @ 16.51 each X 2] 1312.2 TOTAL SQ FT --> over 112.2 sq ft. i 3 i . 174/. r8 ova -a_ What needs to happen is either a reduction in size for some of the proposed signs or taking some of the signs out of the package to meet the 1200 sq ft maximum requirement. Also, please remember that all freestanding signs must be set back from the property line an equal or greater distance to its height. So the signs under AA1 will need to at a minimum setback 10'-2", AA2 8'-2", etc. I look forward to hearing from you on what you want to do. I am out of the office for the rest of today and will be back in the office Weds from 7.30am-1.30pm. thanks, Chris Beale Planning Intern DCD-Planning ex. 1141 email: DCD-Intern2 cbeale@ci.tukwila.wa.us • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: S08-051 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01875 Payment Amount: $250.00 Initials: CB Payment Date: 05/30/2008 01:10 PM User ID: 0400 Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16598 250.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 250.00 Total: $250.00 3036 05/30 9711 TOTAL 2125.00 n.:......a. no .,rt nano • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: S08-050 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01874 Initials: CB User ID: 0400 Payment Amount: $500.00 Payment Date: 05/30/2008 01:08 PM Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16598 500.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 500.00 Total: $500.00 3036 05/30 0711 TOTAL 2125.00 Prinfcri• (1R_3l _9MA • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: S08-049 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01873 Payment Amount: $500.00 Initials: CB Payment Date: 05/30/2008 01:05 PM User ID: 0400 Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16598 500.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 500.00 Total: $500.00 3036 05/30 9711 TOTAL 2125000 o.in+e,1• nc_zn_)nnR • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: S08-048 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01872 Payment Amount: $250.00 Initials: CB Payment Date: 05/30/2008 01:00 PM User ID: 0400 Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16598 250.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 250.00 Total: $250.00 3036 05/30 9711 TOTAL 2125.00 Drinro.i• nc_gn_onnu • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: S08-047 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01871 Payment Amount: $125.00 Initials: CB Payment Date: 05/30/2008 12:54 PM User ID: 0400 Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16958 125.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 125.00 Total: $125.00 3036 05/30 9711 TOTAL 2125.00 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 ,Permit Number: S08-046 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01869 Initials: CB User ID: 0400 Payment Amount: $125.00 Payment Date: 05/30/2008 12:48 PM Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16958 125.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 125.00 Total: $125.00 3036 05/30 9711 TOTAL 2125.00 D.:..�..a. r 'In efnnc City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: S08-045 Address: 2800 SOUTHCENTER MALL TUB:W Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01868 Initials: CB User ID: 0400 Payment Amount: $250.00 Payment Date: 05/30/2008 12:41 PM Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16958 250.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 250.00 Total: $250.00 3036 05/30 9711 TOTAL 212500 Prints d nc_ln_9nnR • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: S08-044 Address: 2800 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: 05/30/2008 Receipt No.: R08-01866 Payment Amount: $125.00 Initials: CB Payment Date: 05/30/2008 12:20 PM User ID: 0400 Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16958 125.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 125.00 Total: $125.00 3036 05/30 9711 TOTAL 2125.00 .1..... D.........1 AC D.:..i..A. !1G 9!1 n/1110 • • Westfield Southcenter Mall sign count and conditions: AA1 freestanding signs: -3 Total of 4 AA1 freestanding signs will be permitted. - AA1 sign at the south exit [located adjacent to the Cheesecake Factory] is double sided, 81.4 square feet, perpendicular to Strander Blvd. The setback for this sign must be equal or more than its height, 10'-2". 4 AA1 sign at the south exit [located adjacent to the Olive Garden] will be counted as a single faced sign, 40.7 square feet. The sign will however be double sided with the second face not to be visible from the public right-of-way [parallel to Stander Blvd]. The setback for this sign must be equal or more than its height, 10'-2". -3 AA1 sign at the east exit [located north of Firestone and west of Acura] will be counted as a single faced sign, 40.7 square feet. The sign will however be double sided with the second face not to be visible from the public right-of-way [parallel to Andover Park West]. The setback for this sign must be equal or more than its height, 10'-2". 4 AA1 sign at the west exit [located at the intersection of Southcenter Pkwy and the I-5 exit ramp] is single sided, 40.7 square feet. The setback for this sign must be equal or more than its height, 10'-2". AA2 freestanding signs: 4 Total of 3 AA2 freestanding signs will be permitted: 4 AA2 sign at the access point between Firestone and the US Post Office is single sided, 24.66 square feet. The setback for this sign must be equal or more than its height, 8'-2". 4 AA2 sign at the access point just south of the Bank of America [north eastern access point on Andover Park West] is a double sided sign, 49.32 square feet. The setback for this sign must be equal or more than its height, 8'-2". -3 AA2 sign at the north western access point adjacent to Bahama Breeze is single sided, 24.66 square feet. The setback for this sign must be equal or more than its height, 8'-2. AA3 wall signs: 4 Total of 3 AA3 wall signs will be permitted: 4 Each AA3 sign is 65 square feet, a total of 195 square feet will be counted. AA4 wall sign: 4 One AA4 wall sign will be permitted: 4 This one wall sign is 126 square feet in size. AA6 wall sign: 4 One AA6 wall sign will be permitted: • • 4 This one wall sign is 53.8 square feet in size. AA7 wall sign: 4 Two AA7 wall signs will be permitted: 4 Each AA7 wall sign is 16.51 square feet, a total of 33 square feet will be counted. Summary: S07-091 permitted for 330 square feet [existing signage now] AA1 [x4] total sign square footage: 203.5 AA2 [x3] total sign square footage: 98.64 AA3 [x3] total sign square footage: 195 AA4 [xl] total sign square footage: 219.5 AA6 [xl] total sign square footage: 53.8 AA7 [x2] total sign square footage: 33 1133.44 square feet Potential addition: Another AA1 sign will potentially be permitted for in the future at the northern access point off of Tukwila Pkwy [located adjacent to the current Bank of America]. This sign would potentially be double sided, counting as 81.4 square feet. The total square footage allowed for this site will be limited to 1200 square feet. With this addition the total sign square footage count would be bumped to 1186.72. ON HOLD as of 07.08.2008 4 AAI sign at the corner of Southcenter Pkwy and Strander Blvd is single sided, 40.7 square feet. The setback for this sign must be equal or more than its height, 10'-2". 4 AA2 sign at the intersection of Tukwila Pkwy and the overpass of I-405 will be counted as a single faced sign, 24.66 square feet. The sign will however be double sided with the second face not to be visible from the public right-of-way [parallel to Tukwila Pkwy]. The setback for this sign must be equal or more than its height, 8'-2". ADDITIONAL NOTES: 4 The total of these two signs is 65.36 square feet which can be permitted in the future. The total square footage with these two reserved signs would equal 1198.8 square feet, leaving only 1.2 square feet under the 1200 square foot allowed budget. Additionally, permit number S08-049 has only one sign issued under its designation but the applicant paid for 4 signs, leaving them with the option of adding these two signs [listed above] without needing to pay for them plus another sign in the future. Westfield Southcenter WESTFIELD SIGNAGE BUDGET (LIMIT 1200 SQ.FT.) Type Type Type rn q,? `.,-(Al s 0 i S — U c 0 7 tit I. Location Orientation Sides to Street Size Sq.Ft. Permit Number Notes? 1rntallO Appliedfor Permit? r1 Garage Wall 2 Garage Wall 3 Garage Wall 4 Monument Freestanding AA1 5 Monument Freestanding AA1 6 Monument Freestanding AA1 7 Monument Freestanding AA2 8 Monument Freestanding AA2 9 Monument Freestanding AA2 10 Monument Freestanding AA1 11 Entry Wall AA3 12 Entry Wall AA3 13 Entry Wall AA3 14 Main Entry Wall AA4 15 Bridge Wall AA6 16 Parking ID Wall AA7 17 Parking ID Wall AA7 SUB -TOTAL Not DiscernabW(Does not count 18 Entry Wall 19 Entry Wall 20 Entry Wall Not Yet InCall filth pphedefor Pte 21 Monument Freestanding 22 Monument Freestanding SUB -TOTAL TOTAL LIMIT Surplus Area / (Over) Future 25 Monument Freestanding Cascade Garage - South Olympic Garage - West Olympic Garage - South Cheesecake Entrance - Strander Olive Garden Entrance - Strander JCP East Entrance - Andover Firestone Entrance - Andover Mervyn's East - Andover Bahama Breeze North - Tukwila Pwy Nordstrom West - Southcenter Pwy West Mall Entry (Nordstrom) _North Mall Entry (Johnny Rockets) East Mall Entry (JCP) Main Entry Sign (7'h) JCP Bridge Cascade Garage - West Olympic Garage - East towards the 1200 SF limit) AA3 South-West Mall Entry (Sears) AA3 South -East Mall Entry (Racha) AA3 'ru -gAsr py SLP, rmit,�` AA1 Bank of America Adjacent AA2 North - Freeway overpass "T" AA1 SW - Strander & Southcenter Pwy Wall Mounted Wall Mounted Wall Mounted Perpendicular Parallel Parallel Parallel Perpendicular Parallel Parallel Wall Mounted Wali Mounted Wall Mounted Wall Mounted Wall Mounted Wall Mounted Wall Mounted 1 side 1 side 1 side 2 sided 1 sided 1 sided 1 2 1 1 1 1 1 1 1 1 1 sided sided sided sided side side side side side side side 110.00 S07-091 W1 110.00 S07-091 W2 110.00 . S07-091 W3 81.40 S08-044 FS2 40.70 S08-045 FS1 40.70 S08-045 FS2 24.66 S08-046 FS2 49.32 S08-047 FS1 24.66 S08-048 FS1 40.70 S08-048 FS2 65.00 S08-049 W1 65.00 S08-0So W2. 65.00 S08-050 0N3 74:0 S08-050 W3 5'a.ov S08-050 W4 16.50 S08-051 W1 16.50 S08-051 W2 A 1133, Li (4 Wall Mounted 1 side Wall Mounted 1 side Wall Mounted 1 side Parallel Parallel 1 sided 1 sided B 65.00 S08-049 W4 ` 65.00 S08-050 W1 65.00 S08-050 W2 Where is this? 40.7 24.660 C 1,198.80 =A+B D 1,200.00 45 degrees 1 sided 1.20 =D -C 40.70 (Per City of Tukwila) 1134.91) WF SCR Ext Sign Bgt 2008 07 09.xls Sheetl 7/9/2008 11:56 AM nLita v� prr ��P9/7,44 tr°J c'e V'J, �.. L 'J va �...-.- . _ ... .. �- -/ ' '•4' / ✓ 67 ,t-IT.r -- . % it2 I ') c? SIONAUZE0 INTERSECTION SEE MI MONO a r.su.Ens RnE.M w POEM a ne 010.1. c.. RIM= .mi, ne +04i/r 3 o.mcoa Em ne .oPMcn 411:1 W.I. Man III ReglstratIon No. SEE PROPERTY UNC 0 I NORDSTROM ] LEVELS Erg SEE fel SIGNALIZE INTERSE Y A l' L. SETBACK LINE (V..4, -, PROPERTY LINE A Consultants Approwle/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: SEE , �' JGT3.4G✓ : 2'o/ SOUTHCENTER PARKWAY i -JGN --� INTERSECE ON ,1 D1 SEE I I • e(INFRA! NE/TF. ®FOR DETAILED INFORMATION OF WESTFIELD SITE ID eSIGN - REFER TO SIGNAGE PACKAGE 8Y SQUARE PEG OESGIN I IP A JCPENNCY 1 El A. LEASE PARCEL 1.02 ACRCS 30 CAR5 PLANTERS PER LANDSCAPE DRAWING FUTURE PAD SEE NOTE No. Revision .Dote A_ 0 A A 0 A 0 0 A A 0 A Sheet This PROPOSED FREESTANDING SIGNAGE SITE PLAN S NORTH Job No. Dote na 4.1407 Seale ,wa INIGNALIZD TERSECTION STRANGER BOULEVARD EXISTING TREES vrl c ) n rr=i r • �PRDPERTY LINE SEE, r i BAHAMA OREE2 .INTERSEC110/'� PARK WA NALIZED RSECRON K cf)Vt(A viuk tr r�vu v► ��b �� 3t Lie s ax -e, 0.ctuo..t 510 set-eo<s. SIGNALIZED INTERSCCnO': r TT- SEE SEE PROPERTY LINE I T i r-� r AKA rtservyws 2 LEVELS L NORDSTROM 3 LEVELS SEE SEE SEE ----SET BACK LINE _-�--PROPERTY LINE 3SEE CD O 0 a SIGN RITE 'r` TION SEE _D/ it SEE -c r • 000•0 O 0 0 0. O 0 0 O 0 • n c r. r. n A A n SIGNALIZE. —� INTERSECTI ISEE ' FIRESTONE JCPElll:E T.B.A. LCA'. PARCU. 1.02 ACRES 30 CARS R• PLANTERS PER LANDSCAPE DRAWING (E00N1) OLIVEN0E FUTURE PAD SEE I:O it SIGNALIZEo NTEERSECROtI i 10 c ) n (l ;)'rte STRANDER BOULEVARD W • CFNFRAI NOTE• ®FOR DEIAILED INFOR%IA TION OF WESTFIELD SITE ID e SIGN - REFER TO SIGNAGE PACKAGE SY SQUARE PEG ®j DESGIN SEE �1 SEE NORTH Westfield Southcenter 11211 1110.1A0 .M0.= NESTxFIE$L'D(�LD)ESIGN & CTION 11601 �Ml fdAFe1p6�aFloor � lIU Telephoto0075- 700 4466 Fo1aMd. 310 478 4468 D O 0400 6 00...001 CD., nrocer 0 1St 1110t1t= 00 610 01 It sassramcs2 00130 DC OXIITS O 0030s PO 01.4.3 Pt 0010.101.0.11st 00.11U,S Prat, un VC. onfatifits Ditt. 0 St 0000 ONAK•t iii PIMP if 5.114001 14 1 01 IC 0 Registration No. Consultants . Approvals/Phase: Site Signage - Landscape Package 4/19/2007 No. Revision Dote 6- A D 0 A A A A^ A A A Sheet 11110 PROPOSED FREESTANDING SIGNAGE SITE PLAN Job No. Itm Date 4-OCI Seale 1,144 AL 1.1-0 MATTHEW BOREEN co 0 M N 0 WF -ASK -018 47e -a -m tr '66 : 7 PI @SEE Pe 12-M tr-t otfo g 5 : : 2_1/ Ivvv a.,,, r" r. pc a i-ittr-ti. %)L27- "- "1 -1 / r ' - - ....../"--' ....,.---..--- PROPERTY LINE --.--------- / 1 ',...-7'..-'--- -- - .-. - --- - ---.7*----_,, ---------._ Itra ___lcElN ..-...., _., -.__ L"--- V' ------ - - "------4.- • z ---- r-- -----.------ -----------„---- .,-_-_-_,-; - ; ktiik,ei '7".. • PARK wA ----------- --- - --:-..------, 6/j 2(o' SEE SEE PROPERTY UNE SEE SEE Ira itt itY South Cente r Pol••• SIGNALIZED INTERSECTION / • (E) BAHAMA BREEZ 5 , ;De) n r = •.1 AKA InernnY8 2 LEVELS SEE@, SEE@, SEE@, Pea -A4 /7--# : 6 ▪ PROPERTY LINE METIMID DESIGN & CONSTRUCTION 11601 Wiehals Bouroard. 11111 F� Las9c=I•A Cal/frank, 1748 laiephane 310 478 4458 Facanl• 310 478 4466 mis mow osimar ar srm.2. es ME fantrr "If movrcr roa low am.= lioncuT 11( 1911.1591M ra.3 wan, witclunol usall ...RS waiGx. Lt.. 00 Or. •Natv rpm Dom nittimm6 Frolt WM. MOS ocr ••0 94. WI RE 0. 011IIRMSF Innix Fochscs MOM TIE AROILECT Registration No. SIGNAUZ INTERSE z NORDSTROM 3 LEVELS Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: N - SOUTHCENTER PARKWAY A I t SIGNAUZED I • INTERSECTION @SEE, 6 os —ace • 667-94eK- PLANTERS PER LANDSCAPE DRAWING ;LI\ e 11FNFRAI NOTE FOR DETAILED • INFORMATION OF WESTFIELD SITE ID e SIGN - REFER TO SIGNAGE PACKAGE BY SQUARE PEG DESGIN FUTURE PAD SEE NOTE 1 No. Revision Date A A A A A A A AA A A s Sleet TRW PROPOSED FREESTANDING SIGNAGE SITE PLAN Job No. 113 Date 41.07 Scale 1,80, STR ANDER BOULEVARD / Westfield Southcenter WESTFIELD SIGNAGE BUDGET (LIMIT 1200 SQ.FT.) Type Type Type Location Orientation Sides to Street Size Sq.Ft. Permit Number Notes? Intalled / Applied for Permit 1 Garage 2 Garage 3 Garage 4 Monument 5 Monument 6 Monument 7 Monument 8 Monument 9 Monument 10 Monument 11 Entry 12 Entry 13 Entry 14 Main Entry 15 Bridge 16 Parking ID 17 Parking ID Wall Wall Wall Freestanding Freestanding Freestanding Freestanding Freestanding Freestanding Freestanding Wall Wall Wall Wall Wall Wall Wall SUB -TOTAL Not Discernable 18 Entry - 19 Entry 20 Entry Not Yet Intalled / 21 Monument 22 Monument 23 Entry 24 Main Entry (Does not count Wall Wall Wall AA1 AA1 AA1 AA2 AA2 AA2 AA1 AA3 AA3 AA3 AA4 AA6 AA7 AA7 Cascade Garage - South Olympic Garage - West Olympic Garage - South Cheesecake Entrance - Strander Olive Garden Entrance - Strander JCP East Entrance - Andover Firestone Entrance - Andover Mervyn's East - Andover Bahama Breeze North - Tukwila Pwy Nordstrom West - Southcenter Pwy West Mall Entry (Nordstrom) North Mall Entry (Johnny Rockets) East Mall Entry (JCP) Main Entry Sign (7'h) JCP Bridge Cascade Garage - West Olympic Garage - East towards the 1200 SF limit) AA3 South-West Mall Entry (Sears) AA3 South -East Mall Entry (Racha) AA3 ? Applied for Permit Freestanding Freestanding Wall Wall SUB -TOTAL TOTAL LIMIT Surplus Area / (Over) Future 25 Monument Freestanding AA1 AA2 AA4 AA4 Bank of America Adjacent North - Freeway overpass "T" Main Entry Sign (8'-6"h) REMOVE Main Entry Sign (7'h) AA1 SW - Strander & Southcenter Pwy Wall Mounted Wall Mounted Wall Mounted Perpendicular Parallel Parallel Parallel Perpendicular Parallel Parallel Wall Mounted Wall Mounted Wall Mounted Wall Mounted Wall Mounted Wall Mounted Wall Mounted 1 side 1 side 1 side 2 sided 1 sided 1 sided 1 sided 2 sided 1 1 1 1 1 1 1 1 1 sided sided side side side side side side side 110.00 110.00 110.00 81.40 40.70 40.70 24.66 49.32 24.66 40.70 65.00 65.00 65.00 126.00 53.80 16.50 16.50 A 1,039.94 Wall Mounted 1 side Wall Mounted 1 side Wall Mounted 1 side Parallel 1 sided Parallel 1 sided Wall Mounted 1 side Wall Mounted 1 side S07-091 S07-091 S07-091 S08-044 S08-045 S08-045 S08-046 S08-047 W1 W2 W3 FS2 FS1 FS2 FS2 FS1 S08-048 FS1 S08-048 FS2 S08-049 W1 S08-049' - v : 7 06-62 S08-045 V3' S08-050 W3 S08-050 W4 S08-051 W1 S08-051 W2 65.00 S08-049 W4 65.00 S08-050 W1 65.00 S08-050 W2 Where is this? 40.70 24.66 219.50 (126.00) B 158.86 C 1,198.80 =A+B D 1,200.00 45 degrees 1 sided 1.20 =D -C 40.70 (Per City of Tukwila) WF SCR Ext Sign Bgt 2008 07 09.xls Sheetl 7/9/2008 11:56 AM 1 • • REQUEST FOR ADDITIONAL INFORMATION July 11, 2008 Mr. Josh Christensen Plumb Signs, Inc th 909 S. 28 Street Tacoma, WA 98409 RE: Westfield Mall S08-049 Dear Mr. Christensen, In order to process you application for a permanent sign permit, the City requires additional information. Two of the signs you included in your permit — AA1 Adjacent to Bank of America and AA2 North — Freeway overpass "T" — have been removed from your permit application due to the potential future use of the area being undetermined. A refund has not been issued to you at this time. If you would like to revise this permit to reflect the installation of these two permits at any time you may do so without needing to pay the application fee again. The additional information needed at the time of revision would be the placement of the sign, its orientation to the street and its setback distance from the current property line. If you have any questions with this matter you may call me at 206-433-7141 Sincerely, Chris Beale Planner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 206 431-3670 PERMIT NO. 505R OY06—C7 DATE: 0.67" 1 Og PERMANENT SIGN PERMIT APPLICATION Westfield Business Name Connie/Josh Applicant/Contact Plumb Signs Inc. Contractor Please print 2800 Southcenter Parkway Address. of Sign 909 S. 28th St., Tacoma, Phone 98409 (253)473-3323 1 9 2008) RECEIVED Address, City, State, Zip 909 S. 28th St., Phone Tacoma, 98409 (253)473-3323OMMUNiTy NT Address, City, State, Zip Phone CHECKLIST 0 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs 154 Sign elevations with area calculations and dimensions • Building elevations (for wall signs) Supporting structure and method of illumination One copy of valid Washington State contractor's license $125 application fee per sign See back of form for examples Is your sign a: eig Freestanding sign 15 or more feet in height Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding Did building go through design review? [$ Yes 0 No Wall y WALL SIGNS: A 43 X 6 /b,tAs Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) AD oft x f .3/4 NS Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. Al p Does wall sign weigh more than 400 pounds?(Y/N) .4/0 Sign illumination (intemal/extemal/none) N?, FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. Height of building (feet). Generally, signs may not be higher than the building with which they are associated Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area Sign height (feet -Inches). Structural review is required for signs 15 feet or more in height. Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. Number of si • n faces INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing Inspections must take place before concrete is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. -The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-663p. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information furnished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila . ' be met. 5/12/08 Date connie@plumbsigns.com josh@plumbsigns.com gnature of owner or au onzed Email Address Zoning: FOR OFFICE USE ONLY Planning review by: 0 Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: 0 Denied 0 Approved 0 Approved with conditions P:\Planning Forms\Applications\2007 Applications\PermSign-12-07.doc Revised on 12-07 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 206 431-3670 PERMIT NO. - 057 DATE: O Jam• / 4 . CL78 PERMANENT SIGN PERMIT APPLICATION Westfield Business Name Connie/Josh Applicant/Contact Plumb Signs Inc. Contractor Please print 2800 Southcenter Parkway Address of Sign 909 S. 28th St., Tacoma, Address, City, State, Zip 909 S. 28th St., MAY 19 20UB Phone N„ 98409 (253)473-3A � _ Phone Tacoma, 98409 (253)473-3323 Address, City, State, Zip Phone CHECKLIST 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs ' Sign elevations with area calculations and dimensions 5SI) Building elevations (for wall signs) Supporting structure and method of illumination One copy of valid Washington State contractor's license $125 application fee per sign See back of form for examples Is your sign a: (a Freestanding sign 15 or more feet in height Pole sign with face 30 square feet or more in area O Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: O $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). O Construction details to describe the proposed foundation or wall attachments (see back of form for examples) O Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding Did building go through design review? Yes ❑ No Wall '5/ WALL SIGNS: 4,4 7 x .S/G•,✓S Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) / 7 / X oe .....1,1, -"AS Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. ,V p Does wall sign weigh more than 400 pounds?(Y/N) 400 D Sign illumination (intemal/extemal/none) ,,e-sQ,vi FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. Height of building (feet). Generally, signs may not be higher than the building with which they are associated _ , Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. Number of si • n faces INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing inspections must take place before concrete is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-6630. - SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information fumished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila % be met. 5/12/08 `• Date ignature of owner or au Zoning: connie@plumbsigns.com josh@plumbsigns.com o Email Address FOR OFFICE USE ONLY Planning review by: O Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: O Denied 0 Approved 0 Approved with conditions P:\Planning Forms\Applications\2007 Applications \ PermSign-12-07.doc Revised on 12-07 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206 431-3670 PERMIT NO. 06-0 PERMANENT SIGN PERMIT APPLICATION Westfield Business Name Connie/Josh Applicant/Contact Plumb Signs Inc. Contractor Please print 2800 Southcenter Parkway (RECEIVED Address of Sign 909 S. 28th St., Tacoma, 98409 Address, City, State, Zip 909 S. 28th St., Tacoma, Address, City, State, Zip Phone ( 253) 473-31ii 9 20O8 Phone 98409 (253) 473-3QM►MUNMTY ELOPMENT Phone CHECKLIST 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs 14 Sign elevations with area calculations and dimensions • Building elevations (for wall signs) Supporting structure and method of illumination One copy of valid Washington State contractor's license $125 application fee per sign See back of form for examples Is your sign a: IP Freestanding sign 15 or more feet in height ka Pole sign with face 30 square feet or more in area O Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding �'• Did building go through design review? DT Yes 0 No Wall -� WALL SIGNS: 8414 x ;4 6, / .s/s Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) lo.+? . d' % f i e, -,,,JS Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. mac! G Does wall sign weigh more than 400 pounds?(Y/N) NQ Sign illumination (intemal/extemal/none) ,j r FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding signis allowed per premises. Height of building (feet). Generally, signs may not be higher than the building with which they are associated Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area Sign height (feet -Inches). Structural review is required for signs 15 feet or more in height. • Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. Number of si • n faces INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing inspections must take place before concrete is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-663Q. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information furnished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila be met. connie@plumbsigns.com 5/12/08 josh@plumbsigns.com Date Zoning: gnature of owner or au onzed .�Q1 FOR OFFICE USE ONLY Email Address Planning review by: O Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: O Denied 0 Approved 0 Approved with conditions P:\Planning Forms\Applications\2007 Applications\PermSign-12-07.doc Revised on 12-07 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206 431-3670 PERMIT NO. 615 7,-- c41? PERMANENT SIGN PERMIT APPLICATION Westfield Business Name Connie/Josh Applicant/Contact Please print 2800 Southcenter Parkway Address of Sign 909 S. 28th St., Tacoma, RECEIVES Phone 98409 (253) 473-332jAY 1 9 2001 Address, City, State, Zip Plumb Signs Inc. 909 S. 28th Contractor St., Phone COMMUNITY Tacoma, 98409 (253) 473-3323DEVELOPMENT Address, City, State, Zip Phone CHECKLIST 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs 171 Sign elevations with area calculations and dimensions s Building elevations (for wall signs) Supporting structure and method of illumination re One copy of valid Washington State contractor's license $125 application fee per sign See back of form for examples Is your sign a: E$ Freestanding sign 15 or more feet in height Pole sign with face 30 square feet or more in area 0 Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding Did building go through design review? ® Yes 0 No Wall 'y WALL SIGNS: /7,4 y x / 546 -AJ Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) Af"yIS? Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. .4/D Does wall sign weigh more than 400 pounds?(Y/N) yp Sign illumination (Intemal/extemal/none) iivT FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. Height of building (feet). Generally, signs may not be higher than the building with which they are associated Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. Number of si • n faces INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing inspections must take place before concrete Is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-66V. - SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information furnished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila be met. connie@plumbsigns.com 5/12/08 josh@plumbsigns.com Email Address Date ignature of owner or au Zoning: FOR OFFICE USE ONLY Planning review by: O Denied O Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: O Denied P:\Planning Forms\Applications\2007 Applications\PermSign-12-07.doc O Approved 0 Approved with conditions Revised on 12-07 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206.431-3670 PERMIT NO. jab -cc( o y8/ o`t(, PERMANENT SIGN PERMIT APPLICATION Westfield Business Name Connie/Josh Applicant/Contact Plumb Signs Inc. Contractor Please print 2800 Southcenter Parkway Address of Sign 909 S. 28th St., Tacoma, Address, City, State, Zip 909 S. 28th St., Tacoma, Address, City, State, Zip Phone 1'Cs E L E! !l D 98409 (253)473-3323 Phone MAY 1 9 2008) 98409 ( 253) 473-332`3oMMuNIw Phone DEVELOPMENT CHECKLIST 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs • Sign elevations with area calculations and dimensions Building elevations (for wall signs) Supporting structure and method of illumination ft One copy of valid Washington State contractor's license • $125 application fee per sign See back of form for examples Is your sign a: [g Freestanding sign 15 or more feet in height RI Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding Did building go through design review? ® Yes 0 No Wall •5/ WALL SIGNS: #1 #2 #3 #4 Wall area (length x height) of the tenant space where the sii9n will be mounted? (square feet) Sign slze(square feet) Does sign face residential zones or public facilities? (YIN) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. Does wall sign weigh more than 400 pounds?(Y/N) Sign illumination (internal/extemal/none) FREESTANDING SIGNS: 4 ,4 02, Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. ADO 6 Height of building (feet). Generally, signs may not be higher than the building with which they are associated Jo 1 Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area ..Z42/ X ..5 /G-Ai3 Sign height (feet -Inches). Structural review is required for signs 15 feet or more in height. ,3 I "c2" Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. p , O Number of si . n faces INSPECTIONS ` Ai 42. , A 4 If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing Inspections must take place before concrete Is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-663p. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information furnished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila , be met. 5/12/08 Date connie@plumbsigns.com josh@plumbsigns.com gnature of owner or au o zed t1 / Email Address Zoning: FOR OFFICE USE ONLY Planning review by: O Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: O Denied 0 Approved 0 Approved with conditions P:\Planning Forms\Applications\2007 Applications\PermSign-12-07.doc Revised on 12-07 %nab/ J1 1 wintry/mil Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206 431-3670 PERMIT NO. c7 19.og PERMANENT SIGN PERMIT APPLICATION Westfield Business Name Connie/Josh Applicant/Contact Plumb Signs Inc. Contractor Please print 2800 Southcenter Parkway MAY 1 9 2008 Address of Sign Phone DDGOMMUN(IY 909 S. 28th St., Tacoma, 98409 (253)473-3DPAIENT Address, City, State, Zip Phone 909 S. 28th St., Tacoma, 98409 (253)473-3323 Address, City, State, Zip Phone CHECKLIST 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs $ Sign elevations with area calculations and dimensions • Building elevations (for wall signs) Supporting structure and method of illumination Et One copy of valid Washington State contractor's license • $125 application fee per sign See back of form for examples Is your sign a: [g Freestanding sign 15 or more feet in height 0 Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding ." Did building go through design review? m Yes 0 No Wall 'S/ WALL SIGNS: #1 #2t3 #4 Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. Does wall sign weigh more than 400 pounds?(Y/N) Sign illumination (internal/external/none) FREESTANDING SIGNS: A'A I Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. - urea O Height of building (feet). Generally, signs may not be higher than the building with which they are associated �, ' Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area ‘71O. 7- 1542- /r�/ es°t ,V �/G-itA.3 Sign height (feet -Inches). Structural review is required for signs 15 feet or more in height. AO :2" Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. - /ll lZ ' ' Number of sign faces INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing inspections must take place before concrete is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information furnished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila . be met. 5/12/08 Connie@plumbsigns.com josh@plumbsigns.com Date Zoning: /`!• ignature of owner or au onzed FOR OFFICE USE ONLY Planning review by: O Denied Email Address O Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: O Denied P:\Planning Forms\Applications\2007 Applications\Permsign-12-07.doc O Approved ❑ Approved with conditions Revised on 12-07 i-cerR E@o CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS OF WESTFIELD SIGN FOUNDATION 633 Southcenter Boulevard Tukwila, WA 98188 FOR PLUMB SIGNS 909 South 28th Street Tacoma, WA 98409 REI Job No. 08049 April 2008 1519 West Valley Highway North/Suite 101 Post Office Box 835/Auburn, WA 98071 253-833-7776 Fax 253-939-2168 10'-2° #4's 10'-8" PROVIDE SUPPORT FOR FRONT AND REAR ACRYLIC PANELS SIGN, BY OTHERS 4 $i .I II -4- —1--1-:-1-.. -1-4---: 4-: — r- 4- -.a 4'''.1,:...-.-4.4-T-124..:r so- 1-4- — -4-1— +- -4411 i ',4 a f. e F 4 t a 6 a al � .• 1 . 1 :at ° . I 4 .a - -1 1• 1 4 • 1•. • •Fe 1-1 4 . I' • i •1I-•.•..1° 41.1' •I.. a 1 .'F - .. - • • f - .J -- Ir 'e h 1 -- .1 - . - I T • 1� - G {.a 4 e -. • .1- - 1 - 1 .r' Ila - .e- -1•I 1+ a- . 1 .. Is L. 'II 4 I rI• i '- 1 2'-7" MIN 1 _ . 41. - P I - A. J • - ' I I r I .- 1 -I: - r - J . e . : i" I" - t I' - . i. 1. I. 4- f ' I 1 I.°I 4 sail '° ed �. 1'e 11 1 .1 1 -1 j• - 1 .1 I? - - - • r- 1 . I.1 ... r >d 1 . 4 l - -1 b . 1 1 3� • •'1'P 1 • 1.• 1 9 "11" • d 1 1'f-1 •t- ' 1.1 - , F - 11. 1•$. .1e .... 1 [ .... r - e -I . 1 1. ° 1 1 e•• • -'e 1 I a J 4 ,11 �' I 41 - 1 _I - - I • - 1.1 ° t CLR e LI LJ • . t - : r 1 • L1 L' ! - • Lk : fJ• d 'd.1 i -•a t� LJ ' LI lam. t1 gJ U - a - - a .a a .� }r 3" CLR THIS SIGN FOUNDATION ANALYSIS IS BASED ON SOIL BEARING PRESSURES TAKEN FROM THE RECOMMENDATIONS MADE IN GEOTECHNICAL REPORT #21-1-20189-004 PREPARED BY SHANNON & WILSON ON 10/27/05. IF SITE CONDITIONS DIFFER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO MEET ACTUAL SITE CONDITIONS. 11' 6" APPLY EPDXY PAINT TO ALUMINUM TUBES TO PREVENT CORROSIVE INTERAC110N BETWEEN ALUMINUM AND CONCRETE. CAP BOTTOM OF TUBE AND APPLY PAINT OR PAINT TUBE INSIDE AND OUTSIDE. (TYP) #4's 2'-0' I .• e. a o. .o a. a`.Q» a • 0 . a . 4• del 1� T• - - _ eel J! -Q : f 4 - 4 - e . a:. a- . . O_. =0' p Q ' 0. 4 a• --a= ---- (8) 2.50 OD x 0.500 WALL 6061-T6 ALUMINUM TUBES --1' 8'--1 (9) 2.00 ,OD x 0.438 WALL 6061-T6 ALUMINUM TUBES RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 PROJECT NAME: WESTFIELD SIGN FOUNDATION, SIGN AA1 633 Southcenter Boulevard, Tukwila, WA 98188 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2006 International Building Code and ASCE 7-05. All sign material and connections to column by others. DESIGN CRITERIA: Basic Wind Speed: Exposure Category Wind Importance Factor. Total Height of Sign: Nominal Height of Atmospheric Boundary layer. Power Law Exponent: Exposure Constant Turbulence Factor. Integral Length Scale Factor. Integral Length Scale Exponent Mean Hourly Wind Exponent Mean Hourly Wind Factor. Period Coefficient: Period Coefficient: Approximate Fundamental Period: V= IW = Z9= a= Zmin = c= 1= Ewe = aave = bays = G= x= 85 MPH C 0.87 10.17 FT 900 FT -- 9.5 15 FT 0.2 500 FT ASCE 7-05 FIGURE 6-1 ASCE 7-05 Section 6.5.6.3 ASCE 7-05•TABLE 6-1 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 0.20 ASCE 7-05 TABLE 6-2 0.15 ASCE 7-05 TABLE 6-2 0.65 ASCE 7-02 TABLE 6-2 0.02 ASCE 7-05 Table 12.8-2 0.75 ASCE 7-05 Table 12.8-2 Ta = 0.11 SEC DESIGN LOADS: Top Sign: Height: 10.17 FT Width: 10.67 FT Point of Wind Load Application: 6.11 FT Sign Area: Ar -,op = 27.74 FT2 Velocity Pressure: qh = 0.00256KhKaKaV21w Exposure Coefficient: Kh = 0.85 Kn = 1.0 Ka = 0.85 qh = 11.6 LB/FT2 Gust Factor. G = 0.925(1+1.7gQIZQ)/(1+1.43z) Intensity of Turbulence: 12 = 0.228 9Q= 3.40 gv = 3.40 Equivalent height of structure: Zave = Background Response: Q = Lzave= Rigid Gust Factor G Clearance Ratio: Heights;9„Meighto,a,= Aspect Ratio: Width51a,/Heights;9„ Net Force Coefficient: Cr = Design Wind Force: F = ghGCfAf = Overturning Moment: 15.0 0.956 427.1 0.902 1.000 1.049 1.57 456.1 LB 3018 LB -FT ASCE 7-05 Eqn. 12.8-7 ASCE 7-05 TABLE 6-3, NOTE 2 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 ASCE 7-05 TABLE 6-4 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-22 ASCE 7-05 Figure 6-20 Job No. 08049 51112008 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 Bottom Sign: Height: 10.17 FT Width: 10.67 FT Point of Wind Load Application: 3.81 FT Height of Top of Sign Above Grade: 10.17 FT At -bottom = 31.24 FT` Velocity Pressure: ch, = 0.00256KhKnKdV2I,„ Exposure Coefficient: Kh = 0.849 ASCE 7-05 TABLE 6-3, NOTE 2 Kg = 1 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 Ke = 0.85 ASCE 7-05 TABLE 6-4 cif, = 11.6 LB` Gust Factor. G = 0.925(1+1.7g0IZQ)/(1+1.7g„IZ) Intensity of Turbulence: lz = 0.228 go = 3.40 ASCE 7-05 Section 6.5.8.1 g„ = 3.40 ASCE 7-05 Section 6.5.8.1 structure: ze„e = 15 ASCE 7-05 Section 6.5.8.1 Background Response: Q = 0.958 L= a1A = 427.1 Rigid Gust Factor. G = 0.903 Clearance Ratio: Height,o,1Heighttoa,= 1.000 ASCE 7-05 Figure 6-20 Aspect Ratio: Widthsw/Heightgy„= 1.049 ASCE 7-05 Figure 6-20 Net Force Coefficient: C, = 1.57 ASCE 7-05 Figure 6-20 Design Wind Force: F = ghGCfAf= 514.1 LB Overturning Moment:. 2220 LB -FT ASCE 7-05 Figure 6-20 TOTAL OVERTURNING MOMENT: TOTAL WIND FORCE HEIGHT OF RESULTANT FORCE: FOUNDATION DESIGN: Lateral Bearing Pressure: Constrained Depth of Footing: CONSTRAINED: • • Combined Footing? Shape of Footing: Length: Width: 5239 LB -FT 970 LB 5.40 FT 300 PSF/FG IBC TABLE 1804.2 Combined Footing? Yes or No? d2 = 4.25[My/(S3b)1 Yes Rectangular 11.50 FT 2.00 FT 11.67 FT Allowable Lateral Pressure: S, = 254.0 PSF = 762.0 PSF 0.77. A = 2.34`F/(S,*b) = Nonconstrained Depth of Footing: 2.54 FT Long Dimension Parallel with Sign _7tl . Q Job No. 08049 5/1/2008 G3�apc�r RoD rt@®E J9 um©, CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 JOB CJe049 - k/E's l'EL17 i1�i ivies-pkTle7 SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE 3,�1.1 AAS.-__ ALw'r, 1-76 1 7g.YLLC (LAPa12TS : C1,: 47:31ArEts (3) Z', Auuss.p. yT a s 'aver Goes ? M.%'1;i r) = 0.734 K. Fr „Ii5.5m.(4, C,LttRFh Cno & MeV. w. , M 0.784? k. F - - 18,0 ksI 0.4q. h\13 (� 24'c X 0,0-50 WALL. S. 0,10L,,„ N2,� �� x 0, s _ .�. 62. ,n, ` � 3 •. Ok `� � > �, �. ,,v (? 0,lig,ij IM Tnvslrit3 Foy. .AGN V OA 704 &• (7) i1 (b) z AumI,uimt 1L Auervivaiti 1u.a.xs � M PG Ell ea 2� S&ctto1 MocaULS cera ©N Mo-au,u4s =02 o, 250 1a/A1[, = 7(0. z- +(a)(alobtat _ 11,01n13 5.12 Kz Cntl,PREsi 0 A -t atso ,z4.1,vrYl2/"1Fr) = 3,4q ,N3 F=i-(3)_i8.7lez.i 5.7z 4<5 i 63. D PRODUCT 207 8'-2° #4's 8'-84" u u PIPES STUBBED iYi° INTO CABINET AND WELDED TO CAPS AT TOP AND BOTTOM OF CABINET FRAME (TYP) SIGN, BY OTHERS 2'-3° MIN _ q . I - - Q a d.. - - - e —1 i'"+ —:1-I• = 1 1--I- =e -1-.1-.:-.+- -oi . - —1-1 - -;-1 -17 4* --i + — i°+-1-1 -- .. • 4 9 ° A e -41' - 1 • 1 I . - .v -I 4 . -. e J 11. •14- - 1 41 1-e - e" • lel a .e f.'1 - V-1 b:, I I. "..o 1- l 1' F. I I_ l° W I1- 4 • l- J 1� 1 aI- 9 '•I [ t e = l'-- [•i' ?• }e. -•1 . a 1" 4 L W. ' r • 1 Idi - I i d k - { ... d I - 'I r.1 .1 1 ' 1'I- .>"1 (-k -.1 4i - 1 I . • 1 1 .A.1 d• 1 e!• ' -I I' -1 1-- •1-I - - - s 1. a A- -- '.1'- e -e _ I,- ' d.. -I. 1 1 • ' 1 1 1 k1 I -- 1 - " ° " 1.44 Ll U .J. e. LI - Lae . e -Led • U• • e Li -- -LF - U 1_J _ LJ-. - LYLJ - „e ' .• - • 9' 6° THIS •SIGN FOUNDATION ANALYSIS .IS BASED ON SOIL BEARING PRESSURES TAKEN FROM THE RECOMMENDATIONS MADE IN GEOTECHNICAL REPORT #21-1-20189-004 PREPARED BY SHANNON & WILSON ON • 10/27/05. IF SITE • CONDITIONS DIFFER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT THE ANALYSIS. MAY BE UPDATED TO MEET ACTUAL SITE CONDITIONS. e 4 3° CLR 3° rcLR #4's yy; q°- 4•4•.» . . 4 .4O• - d d' e • - e a d ��jee. »o - �• ® - i • -0e4 4 n d • e e APPLY EPDXY PAINT TO ALUMINUM TUBES TO PREVENT CORROSIVE INTERACTION BETWEEN ALUMINUM AND CONCRETE CAP BOTTOM OF TUBE AND APPLY PAINT OR PAINT TUBE INSIDE AND OUTSIDE. (TYP (7) 2.50 OD x 0.250 WALL 6061—T6 ALUMINUM TUBES e 1'-8° �e..o.,==sgo (7) 2.00 OD x 0.250 WALL 6061—T6 ALUMINUM TUBES RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 PROJECT NAME: WESTFIELD SIGN FOUNDATION, SIGN AA2 633 Southcenter Boulevard, Tukwila, WA 98188 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2006 International Building Code and ASCE 7-05. All sign material and connections to column by others. DESIGN CRITERIA: Basic Wind Speed: V = 85 MPH ASCE 7-05 FIGURE 6-1 Exposure Category: C ASCE 7-05 Section 6.5.6.3 Wind Importance Factor: 1,, = 0.87 ASCE 7-05 TABLE 6-1 Total Height of Sign: 8.17 FT Nominal Height of Atmospheric Boundary layer z9 = 900 FT ASCE 7-05 TABLE 6-2 Power Law Exponent: a = 9.5 ASCE 7-05 TABLE 6-2 Exposure Constant z„m, = 15 FT ASCE 7-05 TABLE 6-2 Turbulence Factor. c = 02 ASCE 7-05 TABLE 6-2 Integral Length Scale Factor t = 500 FT ASCE 7-05 TABLE 6-2 Integral Length Scale Exponent Eave = 020 ASCE 7-05 TABLE 6-2 Mean Hourly Wind Exponent aare = 0.15 ASCE 7-05 TABLE 6-2 Mean Hourly Wind Factor. ba,,, = 0.65 ASCE 7-02 TABLE 6-2 Period Coefficient et = 0.02 ASCE 7-05 Table 12.8-2 Period Coefficient x = 0.75 ASCE 7-05 Table 12.8-2 Approximate Fundamental Period: Te = 0.10 SEC ASCE 7-05 Eqn. 12.8-7 DESIGN LOADS: Top Sign: Height: 8.17 FT Width: 8.69 FT Point of Wind Load Application: 3.99 FT Sign Area: Araop = 37.86 FTz Velocity Pressure: qn = 0.00256KhKnKdV21„ Exposure Coefficient: Gust Factor. .Intensity of Turbulence: 0.85 ASCE 7-05 TABLE 6-3, NOTE 2 1.0 ASCE 7-05 SECTION 6.5.7.2 &FIGURE 6-4 0.85 ASCE 7-05 TABLE 6-4 qn = 11.6 1B1FT2 G = 0.925(1+1.7gotZQ)/(1+1.7g4) tz = 0.228 gQ = 3.40 ASCE 7-05 Section 6.5.8.1 3.40 ASCE 7-05 Section 6.5.8.1 15.0 ASCE 7-05 Section 6.5.8.1 0.961 427.1 Rigid Gust Factor. G = 0.905 Clearance Ratio:' Heightyg„/Heighttew= 1.000 ASCE 7-05 Figure 6-20 Aspect Ratio: Widths;gg/Height51r= 1.064 ASCE 7-05 Figure 6-20 Net Force Coefficient: Cr = " 1.57 ASCE 7-05 Figure 6-22 Design Wind Force: F = gt,GCtAr = 624.3 LB Overturning Moment 2746 LB -FT ASCE 7-05 Figure 6-20 HEIGHT OF RESULTANT FORCE: 4.40 FT Job No. 08049 4/29/2008 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 FOUNDATION DESIGN: Lateral Bearing Pressure: 300 PSF/FT IBC TABLE 18042 Constrained Depth of Fooling: CONSTRAINED: Combined Footing? Yes or No? d2 = 425[M91(S3b)) Combined Footing? Yes Shape of Footing: Rectangular Length: 9.50 FT Long Dimension Parallel with Sign Width: 2.00 FT b = 9.71 FT Allowable Lateral Pressure: = 219.1 PSF S3= 6572 PSF A = 2.34*F1(Sa*b) = A = 0.69 Nonconstrained Depth of Footing: d = 2.19 FT ('C /2-1— 3 Job No. 08049 4/29/2008 adpGh®®ft EJj Um®. CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 JOB OEJUiq u.bAric.A SHEET NO OF CALCULATED BY AFS DATE ' 4/ /es3 CHECKED BY DATE SCALE 51G,Kt 4 606176. zrs: (6) Z%. (4)2," AL,L-M 11.1(4-11tees A uvi cL11-715E. rki) LAI:* =2:74&14-rr r=13.5 , (4'•) = 9a,o k � RF.w,Ll a(5,acn(5, Motes 2746 IG• Fr (1Z.1"kr /6,®r5t _ 1Z8 41. TR, ' / r'al/e... WAw (6) ,2.00 00 x 0,25o 5 ©, 52'7(0 _ �3.2z t1-13 (6) 2.50 or) x 0.150 WAS = 0,g06A 5,45 14' _ 8, 65 043 - M _ .74 r (1z'"'//r) g,G,5IN3 MPp.EB51 r0 Kb ? 1.2.3,N 3 1.125 _ 45 azsoiu F = f4) 18,71<st oonni IrT oM 4x4xr`IHK ALUMINUM ANGLE 12'—o* 1 1 1 1 L__J L__-1 1 1 1 1 1 1 1 1 L -_J fN, BY MN, M , # , t1'/-s�BY III • USE 4043 FILLER HIRE FOR WELDS SQUARE S DARE (8) 3%s x VI GALVANIZED A307 STEEL J—BOLTS BATH NUTS AND WASHERS rigranLf� 1�i 4%4%4111K ALUMINUM ANGLE 26"xtrrrlHK ALUMINUM BASE PLATE THIS SIGN FOUNDATION ANALYSIS IS BASED ON SOIL BEARING PRESSURES TAKEN FROM THE RECOMMENDATIONS MADE IN GEOTECHNICAL REPORT #21-1-20189-004 PREPARED BY SHANNON & .WILSON ON 10/27/05. IF SITE CONDITIONS DIFFER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO MEET ACTUAL SITE CONDITIONS. RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 PROJECT NAME: WESTFIELD SIGN FOUNDATION, SIGN AB1 633 Southcenter Boulevard, Tukwila, WA 98188 .SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2006 International Building Code and ASCE 7-05. All sign material and connections to column by others. DESIGN CRITERIA: Basic Wind Speed: V = 85 MPH Exposure Category: C Wind Importance Factor: Iw = 0.87 Total Height of Sign: 12 FT Nominal Height of Atmospheric Boundary layer. z9 = 900 FT Power Law Exponent a = 9.5 Exposure Constant: zm;,, = 15 FT Turbulence Factor. c = 0.2 Integral Length Scale Factor: = 500 FT Integral Length Scale Exponent ea1e = Mean Hourly Wind Exponent aave = Mean Hourly Wind Factor. bave = Period Coefficient G = Period Coefficient x = Approximate Fundamental Period: Ta = 0.13 SEC ASCE 7-05 FIGURE 6-1 ASCE 7-05 Section 6.5.6.3 ASCE 7-05 TABLE 6-1 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 0.20 ASCE 7-05 TABLE 6-2 0.15 ASCE 7-05 TABLE 6-2 0.65 ASCE 7-02 TABLE 6-2 0.02 ASCE 7-05 Table 12.8-2 0.75 ASCE 7-05 Table 12.8-2 DESIGN LOADS: Top Sign: Height: Width: Point of Wind Load Application: Sign Area: Velocity Pressure: Exposure Coefficient: Gust Factor. Intensity of Turbulence: 2 FT 1.78 FT 11.00 FT Al -top = 3.6 FT2 qh = 0.00256Kr,KnKdV21., Kh = 0.85 Kms= 1.0 Ka = 0.85 gin = 11.6 LBiFT2 G = 0:925(1+1.7gaI Q)/(1+1.7g„Iz) tZ = 0.228 90 = . 3.40 9�= 3.40 Equivalent height of structure: Background Response: Zeve Lz ave = Rigid Gust Factor. G = Clearance Ratio: Heightst„/Heighttatz, = Aspect Ratio: Wrdths;y,JHeightsky, Net Force Coefficient: Cf = Design Wind Force: F = ghGCfAf = Overturning Moment: 15.0 0.966 427.1 0.907 0.167. 0.891 1.81 67.9 LB 747 LB -FT ASCE 7-05 Eqn. 12.8-7 ASCE 7-05 TABLE 6-3, NOTE 2 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 ASCE 7-05 TABLE 6-4 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 Job No. 08049 4/30/2008 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 Bottom Sign: Height: 10 FT Width: 2.25 FT Point of Wind Load Application: 5 FT Height of Top of Sign Above Grade: 10 FT AI -bottom = 22.5 FT` Velocity Pressure: qh = 0.00256KhKaKdV21,,, Exposure Coefficient: Kb = 0.849 ASCE 7-05 TABLE 6-3, NOTE 2 Kz, = 1 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 Ka = 0.85 ASCE 7-05 TABLE 6-4 ch, = 11.6 LB/FT` Gust Factor. G = 0.925(1+1.7g0I Q)/(1+1.7g„ I=) Intensity of Turbulence: I.= 0228 ga = 3.40 ASCE 7-05 Section 6.5.8.1 g„ = 3.40 ASCE 7-05 Section 6.5.8.1 Equivalent height of structure: z81e = 15 ASCE 7-05 Section 6.5.8.1 Background Response: Q = 0.968 Lz ave = 427.1 Rigid Gust Factor. G = 0.908 Clearance Ratio: Heights;p/Height = 0.225 ASCE 7-05 Figure 6-20 Aspect Ratio: WidthehdHeights;yh = 0.225 ASCE 7-05 Figure 6-20 Net Force Coefficient: C, = 1.85 ASCE 7-05 Figure 6-20 Design Wind Force: Overtuming Moment: F = ghGCaAt = 438.9 LB 2195 LB -FT ASCE 7-05 Figure 6-20 TOTAL OVERTURNING MOMENT: TOTAL WIND FORCE: HEIGHT OF RESULTANT FORCE FOUNDATION DESIGN: 2942 LB -FT 507 LB 5.80 FT Lateral Bearing Pressure: 300 PSF/FT Constrained Depth of Footing: Combined Footing? Yes or No? CONSTRAINED: d2 = 425[My/(S3b)) Combined Footing? Shape of Footing: Length: Width: Allowable Lateral Pressure: A = 2.34`F/(S1`b) _ Nonconstrained Depth of Footing: Yes Square 2.50 FT 2.50 FT b= 3.54 FT S� = 317.0 PSF S3= 951.0 PSF A= 1.06 d= 3.17 FT (L 31-3" Job No. 08049 4/3012008 EMG)GN EligagatEgjo ha, CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 " Post Office Box 836/Auburn,WA 98071 253=833-7776 Fax 253-939-2168 joB `r S - WESTFr i.h 561\1 ; t.Ia1a)rT SHEET NO /� OF // CALCULATED BY ASP DATE 4/210` CHECKED BY DATE SCALE }SCIS OF 854,10, A51- > (2) u4 x %"-n-t1:.4,67,N4, 1.6w3 DE-59N,DE-59N, Lo s ? M .2;8412-1 Fr V=aso?k. Tet‘isteN M _ 2 2J r fi (1214 _ 11,53 kst S C2 -)(1.61N 3) C11Ks�) = 14.7 test (>11,0 iKs, . ) _COMP_.f-- =_ F 16 lcsi (?11,0 k5i ®kJ WELD Sr Y2.46 az4 IN A Welip kill IN 404S pILL.22.. STRTtd (o. o-'0(4 """(81,,;Ys = 7 4e K (> 6.24 40.0 og> D PRODUCT207 Rupert Engineering, Inc. 1519 West Valley Highway North, Suite 101 Auburn, WA 98002 Anchorage Strength Design Calculations: Project: Westfield Sign Foundations, Sign AB1 REI Job #08049 Given: Bolt Type: Outside Diameter of Anchor: Effective Anchor Embedment Depth: Smallest Edge Distance: Number of Bolts Resisting Tension Force: Number of Bolts Resisting Shear Force: Effective Cross-sectional Area of Bolt: Specified Tensile Strength of Anchor Steel: Specified Compressive Strength of Concrete: fprime.c 2500 2 in 5/8"¢ A307 J -Bolts 5 da := 8 • in of := 12 it cminT = 3.0 in ntension := nshear ( 2. r ASe := ttla) 4 ASe = 0.307in2 / 2 for threaded bo ts, A5e = � . do _ 0.9743 , where rtt = threads/inch 4 l nt 41:9108 := 45000 psi lbf 2942.12 Factored Tension Load: No 45 := IliNu= 7845.3lbf J Factored Shear Load: ;5070 Tensile Strength: on = minimum calculated value of SNS, 4Nth or (tiNthg, & ONpn Nominal Anchor Strength, N5 Ns ntension • 6900 Ib Table 7:2, AISC Steel Construction Manual Ns.max = ntension'Ase'fut Ns max 41417.5 lbf Ns := min(Ns , Ns.max) Ns = 20700 lbf 0.-7A Ns Ns = 155251bf Nominal Concrete Breakout Strength, N(,, or Ntbg: AN Nominal Strength = AN() '412'tl3'Nb Limited Effective Anchor Length: Projected Failure Surface Area: Projected Failure Surface Area of a Single Anchor. Coefficient for Basic Breakout Strength in Tension: hef.prime := max 30in 30iri AN = 900 in2 19.5in 4.7in" AN() = 1521 in2 k=24 1.5 ' 3 hef. prime = 13 in (The base of the rectilinear geometrical figure that results from projecting the failure surface outward 1.5he1 from the centerlines of the anchor) (24 for cast -in anchors; 17 for post -installed anchors) Basic Concrete Breakout Strength in Tension: Nb = k• Jfprime.c'hef1.5 Nb k./2T0-(5•13 ''_ Eccentricity of normal force on a group of anchors: eprime,.N Eccentricity Modification Factor Edge Distance Modification Factor Cracking Modification Factor: Nominal Concrete Breakout Strength: Nominal Pullout Strength, NpeL Distance from the Inner Surface of a J -bolt to the outer tip of the J -bolt: ONn = min(4)Ns•Nss,,Ncb•Ncb•Ibf,ntension'4Np'Np) (1)NnC> Nn = 15525 Ibf -7,&45 •'• OK� Nb = 56246.6 (valid for e'N < s/2) := if eprime. N' 0 , i 2e 1 prime. N 1+ 3hef Wec.N = 1 cmin Wed.N if cmin < 1.5hef, 0.7 + 0.3 1Shef� Wed.N = 0.8 Wc.N := 1.2 (1.25 for cast -in anchors; 1.4 for post -installed anchors; 1.0 where analysis indicates cracking at service load levels) AN Ncb :- Wec.N''�ed.N'Wc.N•Nb ANo Ncb = 31201.9 Ncb := 0.7t1 + Ncb Ncb' Ibf = 328125 lbf ehm:= 12 Np := 0.9fprime.c'eh'da NP = 16875 Ibf Np.= 0.71 • Np Np = 11812.5 Ibf Shear Strength: (iVn = minimum calculated value of Vs, 4Vcb or 4V,9, & 4 Vcp Nominal Anchor Strength, Vs; Vs shear•36801b Vsmax = _nshear'0 6 Ase • Vs := min Ofs , Vsmax) Vs = 29440 lbf 4 Vs 0.65 +Vs -Vs = 191361bf Nominal Concrete Breakout Strength, Vt, or Vcy Distance from the center of an anchor shaft to the edge of concrete in the direction of the shear force: c. , := 10.5ir Projected. Concrete Failure Area of an Anchor or Group of Anchors: AVc = 472.5 int Projected Concrete Failure Area of One Anchor When Not Limited by Corner Influences, Spacing, or Member 2 Thickness: AVco 4.5ca1 AVco = 496.1 int Load Bearing Length of Anchor for Shear. Basic Concrete Shear Breakout Strength: Eccentricity of Shear Force on a Group of Anchors; the Distance Between the Point of Shear Force Application and the Centroid of the Group of Anchors Resisting Shear in the Direction of the Applied Shear Eccentricity Modification Factor. 1:= 12i Vb = 17000.1 e rime V = u i ''ec.V := if ( eprime.V' 0 , Wec.V = 1.00 1 2eprime.V 1+ 3•ca1 Distance from Center of an Anchor Shaft to the Edge of Concrete in the Direction Orthogonal to c1: Edge Distance Modification Factor. Cracking Modification Factor: Member Height Modification Factor Nominal Concrete Breakout Strength in Shear of a Single Anchor Shear Strength of Group of Anchors ..;ti, Concrete Pryout Strength, Vcp: Pryout Strength Coefficient Nominal Concrete Pryout Strength: Total Factored Pryout Strength for Anchor Group: Vn:= min (110Vs Vs,(I)Vcb'Vcb•Ibf,4)Vcp•Vcp•Ibf) (lVn = 12013.4 Ibf (} C7 L aF •' • c) Tensile and Shear Force Interaction: Vu = 507 Ibf 0.2.4 Vn = 2402.7 Ibf Nu = 7845.3 Ibf > 0.2.4 Nn = 31051bf Nu + Vu = 0.548 < 1.2 4Nn 4Vn cat := 3 in ca2 'Ved.V:=if cat<1.5•ca10.7+0.3• 1.0 "'cal 'Ved.V = 0.76 `Vc.V. _ .1.4 analysis indicates no cracking at service loads (1.0 for anchors in cracked concrete with no supplementary reinforcement or edge reinforcement smaller than a no. 4 bar; 1.2 for anchors in cracked concrete with supplementary reinforcement of a no. 4 bar or greeater between the anchor and the edge; 1.4 for anchors in cracked concrete with supplementary reinforcement of a no. 4 bar or greater between the anchor and the edge, and with the supplementary reinforcement enclosed within stirrups spaced at not more than 4 in.) ha := 39in ( r 1.5ca1 Wh.V := if ha < 1.5ca1, , ha j yr h V = 1.00 AVc Vcb'Wec.V'tVed.V'Wc.V'Wh.V'Vb AVco Vcb = 17162 h Vcb_ 0 7Qi 4Vcb'Vcb'Ibf = 12013.4 Ibf kcp := if(hef < 2.5in, 1.0, 2.0) nshear Vcp := kcp-Ncb n tension Vcp = 166410.1 0.70 (1)Vcp'Vcp•Ibf = 116487Ibf o ic) J -Bolt Development Length Worksheet Project Name: Westfield Sign Foundations, Sign AB1 Job Number: 08049 Design Based on AC1318 fy := 4000d a .= 1.(1 y .= 0 c = 2 35i 1 -•- fc 250 := 1.0 := 1.g Kt := om ic + Ktr c + Ktr) x:— if > 2.5,2.5, db db Id •• 3 fy a •13-y•X 40 x 'hook := 8.db lhook = 5.0 ij := 1irt •-= 1 i twasher.0.. tnat ., Ivert := Id tpl tgrout twasher tnut db tgrout := 0.75i1 d-5 II b I 0 Ivert = 16.751 1.5in THIS SIGN FOUNDATION ANALYSIS IS BASED ON SOIL BEARING PRESSURES TAKEN FROM THE RECOMMENDATIONS MADE IN GEOTECHNICAL REPORT 121-1-20189-004 PREPARED BY SHANNON & WILSON ON 10/27/05. IF SITE. CONDITIONS DIFFER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO MEET ACTUAL SITE CONDITIONS. 3-9 " 10-6 rl / 2'-9" MIN rip i 11 r .t ••, i °I ' '1 1 .1 t t -1 t. 1 t'I•( 4 ' 1 1 -1- .144 11. 1 -'.1 1: :1,•1 ' 1. j'f- , 1 1 1 I •.r L•1:1 -1 G $_ -1 - - • 1 1,1' 11.1. I -I. 1 1r -I-I•I t 1etri t• (3) 2"0 SCH 80 6061-T6 ALUMINUM PIPES SIGNS, BY OTHERS APPLY EPDXY PAINT TO ALUMINUM TUBES TO PREVENT CORROSIVE INTERACTION BETWEEN ALUMINUM AND CONCRETE CAP BOTTOM OF TUBE AND APPLY PAINT OR PAINT TUBE INSIDE AND OUTSIDE. (TYP) 1'-6° 111% 4) 2.5"o SCH 80 6061-T6 ALUMINUM PIPES RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, WA 98001 PROJECT NAME: INESTFIELD SIGN FOUNDATION, SIGN AD1 633 Southcenter Boulevard, Tukwila, WA 98188 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2006 International Building Code and ASCE 7-05. All sign material and connections to column by others. DESIGN CRITERIA: Basic Wind Speed: V = 85 MPH ASCE 7-05 FIGURE 6-1 Exposure Category: C ASCE 7-05 Section 6.5.6.3 Wind Importance Factor. IW = 0.87 ASCE 7-05 TABLE 6-1 Total Height of Sign: 10.54 FT Nominal Height of Atmospheric Boundary layer. zh = 900 FT ASCE 7-05 TABLE 6-2 Power Law Exponent: a = 9.5 ASCE 7-05 TABLE 6-2 Exposure Constant z,,,i„ = 15 FT ASCE 7-05 TABLE 6-2 Turbulence Factor. c = 0.2 ASCE 7-05 TABLE 6-2 Integral Length Scale Factor. B = 500 FT ASCE 7-05 TABLE 6-2 Integral Length Scale Exponent Ewe = 0.20 ASCE 7-05 TABLE 6-2 Mean Hourly Wind Exponent aave = 0.15 ASCE 7-05 TABLE 6-2 • Mean Hourly Wind Factor. ba1B = 0.65 ASCE 7-02 TABLE 6-2 Period Coefficient Ct = 0.02 ASCE 7-05 Table 12.8-2 Period Coefficient: x = 0.75 ASCE 7-05 Table 12.8-2 Approximate Fundamental Period: Ta = 0.12 SEC ASCE 7-05 Eqn. 12.8-7 DESIGN LOADS: Top Sign: Height: 10.54 FT Width: 3.67 FT Point of Wind Load Application: 5.20 FT Sign Area: Awed = 24.48 FT2 Velocity Pressure: qh = 0.00256KhKAKdV2IW Exposure Coefficient: Kr, = 0.85 ASCE 7-05 TABLE 6-3, NOTE 2 Kt = 1.0 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 ISI = 0.85 ASCE 7-05 TABLE 6-4 qh.= 11.6 LB/FT2 Gust Factor. G = 0.925(1+1.7g0IZQ)/(1+1.7g„I=) Intensity. of Turbulence: lz = 0.228 go = 3.40 ASCE 7-05 Section 6.5.8.1 . 9v = 3.40 ASCE 7-05 Section 6.5.8.1 Equivalent height of structure: za„e = 15.0 Background Response: Q = 0.965 Lz ave = . 427.1 Rigid Gust Factor. G = 0.907 Clearance Ratio: Height50Meighttcad= 1.000 Aspect Ratio: Widthwhh/Height,o= 0.348 Net Force Coefficient: Cf = 1.6 Design Wind Force: F = ghGCfAr = 412.3 LB Overturning Moment: 2361 LB -FT HEIGHT OF RESULTANT FORCE: 5.73 FT ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-22 ASCE 7-05 Figure 6-20 Job No. 08049 5/1/2008 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 FOUNDATION DESIGN: Lateral Bearing Pressure: 300 PSF/FT IBC TABLE 1804.2 Constrained Depth of Footing: Combined Footing? Yes or No? CONSTRAINED: d2 = 4.25[K/(S3b)j Combined Footing? Yes Shape of Footing: Rectangular Length: 4.00 FT Long Dimension Parallel with Sign Width: 1.50 FT b= 4.27 FT Allowable Lateral Pressure: S1= 27Z6 PSF S3= 817.8 PSF A = 2.34*F/(S1*b) = A = 0.83 Nonconstrained Depth of / Footing: d = 2.73 FTC 4 21—q1 QK1 J Job No. 08049 51112008 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 JOB 08041 - ( ,'�'1?=1 sL n %nl inn) iAVi1ATI Gir1S SHEET NO OF CALCULATED BY AEP DATE 5/1/08 CHECKED BY DATE 111 SCALE 616NAD1(c ) L = 1CJ,5�t3 Q, = 10;50 - 5.7G' _ 4.7e E= -to i00 KS 1 = ,(©,1491,1`1) -t-• 3 (0,537116 = 2,4/ tN4 (®, 5,-15 45.70)6z)^4/P-r)jr/. A�dL9• �,sy7 }+1., M�^ .6,60too 2.411N4) 10,5 y✓Fr EMS 8.6a by zO li. /-r 843114 Fo _ 5 ,N ON/4C 150 aD 6, a (2.41t/'N.4) — 10, 3 /A/ R:t .(1) b24 go tet. P►ps () : z„ -I= (L 9.R2.)j'�) + 3(o,B65w = 10, a s Revs Alto j—p=o��zk. Q, _ S,zO = 5,34 4,412.)C6,.4i21F63z (Z)Clo.540t5.3�j�IZ* C�l of <co �s>(l ,3r � ' ) ,LIo,sgeiz.� _ — _ 155' 4-6 D PRODUCT 207 THIS SIGN FOUNDATION ANALYSIS IS BASED ON SOL BEARING PRESSURES TAKEN FROM THE RECOMMENDATIONS MADE IN GEOTECFINICA. REPORT ¢21-1-20189-004 PREPARED BY SHANNON & WON ON 10/27/05. IE 511E CONDITIONS DIFFER FROM THESE ASSUMP110NS, THE ENGINEER MUST SE NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO MEET ACTUAL SITE CON011101& 5'0 SQ4 40 6061-16 ALUMINUM PIPES (0.258' WALL) OR 4'SO x 0.375 WALL 6061-16 ALUMINUM TABES • #'}.` MIN •*: = r APPLY EPDXY PAINT TO ALUMINUM TUBES TO PREVENT CORROSIVE INTERACTION BETWEEN ALUMINUM AND CONCRETE CAP BOTTOM OF TUBE AND APPLY PAINT 0R PAINT LUBE INSIDE AND OUTSIDE (TMP) RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 PROJECT NAME: WESTFIELD SIGN FOUNDATION, SIGN AF1 633 Southcenter Boulevard, Tukwila, WA 98188 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2006 International Building Code and ASCE 7-05. All sign material and connections to column by others. DESIGN CRITERIA Basic Wind Speed: Exposure Category: Wind Importance Factor. Total Height of Sign: Nominal Height of Atmospheric Boundary layer. Power Law Exponent Exposure Constant Turbulence Factor. Integral Length Scale Factor. Integral Length Scale Exponent Mean Hourly Wind Exponent Mean Hourly Wind Factor. V= tw = zg= = Zmin = c= = Ea" = nn.= b _ Period Coefficient Ce = Period Coefficient: x = Approximate Fundamental Period: Te = 0.14 SEC 85 MPH C 0.87 14 FT 900 FT 9.5 i5 FT 02 500 FT ASCE 7-05 FIGURE 6-1 ASCE 7-05 Section 6.5.6.3 ASCE 7-05 TABLE 6-1 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 0.20 ASCE 7-05 TABLE 6-2 0.15 ASCE 7-05 TABLE 6-2 0.65 ASCE 7-02 TABLE 6-2 0.02 ASCE 7-05 Table 12.8-2 0.75 ASCE 7-05 Table 12.8-2 DESIGN LOADS: Top Sign: Height: Width: Point of Wind Load Application: Sign Area: = Velocity Pressure: qh = 0.00256KhKdKdV21,,, 14 FT 2.88 FT 8.20 FT 21.33 FT2 Exposure Coefficient: Kh = = Kd= qh= 0.85 1.0 0.85 11.6 LBIFT2 Gust Factor. G = 0.925(1+1.7gaIZQ)/(1+1.7g„ I2) Intensity of Turbulence: = 0.228 go = gr Equivalent height of structure: ze„e '- Background Background Response: Q = Lz eve = Rigid Gust Factor. G = Clearance Ratio: HeightASHeights= Aspect Ratio: VVidthsign/Heightsign= Net Force Coefficient: Design Wind Force: Overturning Moment HEIGHT OF RESULTANT FORCE: Cf = F = ghGCfAf = ASCE 7-05 Eqn. 12.8-7 ASCE 7-05 TABLE 6-3, NOTE 2 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 ASCE 7-05 TABLE 6-4 3.40 ASCE 7-05 Section 6.5.8.1 3.40 ASCE 7-05 Section 6.5.8.1 15.0 0.961 427.1 0.905 1.000 0.206 1.65 369.7 LB 3290 LB -FT 8.90 FT ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-22 ASCE 7-05 Figure 6-20 Job No. 08049 5/1/2008 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, WA 98001 FOUNDATION DESIGN: Lateral Bearing Pressure: 300 PSF/FT IBC TABLE 1804.2 Constrained Depth of Footing: Combined Footing? Yes or No? CONSTRAINED: d2 = 4.25[M9/(S3b)) Combined Footing? Yes Shape of Footing: Square Length: 2.00 FT Width: 2.00 FT b= 2.83 FT Allowable Lateral Pressure: S1 = 342.4 PSF S3 = 1027.2 PSF A = 2.34•F/(S1'b) = A = 0.89 Nonconstrained Depth of (-4, /Footing: d = 3.42 FT .6 Job No. 08049 5/1/2008 GalopaTR 12E nmagulEgo Una, CONSULTING ENGINEERS/CIVIL AND STRUCTURAL SHEET NO JOB 6 q- TFt t Seri L LA cA76711`i 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 OF CALCULATED BY AEP DATE / 2� CHECKED BY DATE SCALE AF ? . ALuoY , 6061 "cupiz;tpRZ-= 56116:. ,[i,/sq.`s.0,37s WALL_ ,'Mae stCo L t > M _ 165 K.Fr I V- 0165K fk Rowel) F = 13,skst (t) _ /8.o 44.z I c�.=o crrccre 'Moc to s _ M - 145 k, (1� �a� l F ?.Okol d .= 4,.10_IN5 =c4 44o-,am.11PE ...&74:5 /A3 ' (>110,a otc y, • Fon_ solo izs _ /3) 7 its rvl _ -��,�.-,C►z:!N` -� 3,21 ezi (411-1,7Ksi ; 014) s 6. r72 l�3 CQMPRE551 Ord ; RoWdo Rb. .26 5 l = io3 -� T = /i{(3) =18.7 Ks/ , T.= izlis=i6.1<si T (6A B,2)(1.41> -+ 4.67' = 0.1$ K•F" Tri . (0,18 KiFr)(iz1^'/Fr)(1,2 btu) /.A4.5� s<►z� 3,63 res ( 5,tis• • ot<� — 0,43.k1,1 0+� 30...z X44 Tr. (oz'( =1,1i9►w�� 0.18 Kal 0g I7.e • D PRODUCT207 Qalp@ taatuog9 [Imo CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 JOB Q — EST -F EU lel i� t,xr oA^no-OS I SHEET NO. OF ASP DATES///t8 CALCULATED BY CHECKED BY DATE SCALE 31(,,J AFJ.(c01\1T) ryryI Ez P 128 L= 1L/O' c2L. 14.o/ - °1,7& = , z2.' E /0, 1C Ksi _ = 1.b1 044 c1, fes14.o -4. 22.' �q-1' a) j/.41 D)f. ►z'"%'� (1 i 0,100res� 1.st0. �\ J 9.73 pN 4-x.cEssilia) L iso' =4 tO'(12.1gpr = 1 TZ iri b \ too Re -€1:b - �(L_a"J� (2L+a) ( Z ,i`/51ki78'621"'/rt�1 I �(ro,ioo nsiY1.12.,, 11.14 4 S sat : _p 15:;21,04 REiItsED.�Illanu�Lo s -moi Iii 1: VI -28 TABLE 25 -ROUND TUBE The listed sizes are provided for the convenience of the designer; however, availability should be checked before making the final design selection. Additional sizes and shapes may be available from suppliers. Designation Inside OD x Wall Diam Area Weight in. in. in. in.2 lb/ft Section Properties in' S in.3 r in. 0.375 OD x 0.035 Wall 0.305 0.0374 0.0440 0.0006 0.0029 0.121 0.375 OD x 0.049 Wall 0.277 0.0502 0.0590 0.0007 0.0036 0.117 0.375 OD x 0.058 Wall 0.259 0.0578 0.0679 0.0007 0.0040 0.114 0.375 OD x 0.065 Wall 0.245 0.0633 0.0745 0.0008 0.0042 0.112 0.500 OD x 0.028 Wall 0.500 OD x 0.035 Wall 0.500 OD x 0.049 Wall 0.500 OD x 0.058 Wall 0.500 OD x 0.065 Wall 0.444 0.430 0.402 0.384 0.370 0.0415 0.0511 0.0694 0.0805 0.0888 0.0488 0.0601 0.0817 0.0947 0.104 0.0012 0.0014 0.0018 0.0020 0.0021 0.0046 0.0056 0.0071 0.0080 0.0086 0.167 0.165 0.160 0.158 0.156 0.625 OD x 0.028 Wall 0.625 OD x 0.035 Wall 0.625 OD x 0.049 Wall 0.625 OD x 0.058 Wall 0.625 OD x 0.065 Wall 0.569 0.555 0.527 0.509 0.495 0.0525 0.0649 0.0887 0.103 0.114 0.0618 0.0763 0.104 0.122 0.134 0.0023 0.0028 0.0037 0.0042 0.0045 0.0075 0.0091 0.0119 0.0134 0.0145 0.211 0.209 0.204 0.202 0.199 0.750 OD x 0.035 Wall 0.750 OD x 0.049 Wall 0.750 OD x 0.058 Wall 0.750 OD x 0.065 Wall 0.750 OD x 0.083 Wall 0.680 0.652 0.634 0.620 0.584 0.0786 0.108 0.126 0.140 0.174 0.0925 0.127 0.148 0.165 0.205 0.0050 0.0067 0.0076 0.0083 0.0098 0.0134 0.0178 0.0203 0.0221 0.0262 0.253 0.248 0.246 0.243 0.238 0.875 OD x 0.035 Wall 0.875 OD x 0.049 Wall 0.875 OD x 0.058 Wall 0.875 OD x 0.065 Wall 0.805 0.777 0.759 0.745 0.0924 0.127 0.149 0.165 0.109 0.150 0.175 0.195 0.0082 0.0109 0.0125 0.0137 0.0187 0.0249 0.0285 0.0312 0.297 0.293 0.290 0.287 1.00 OD x 0.035 Wall 1.00 OD x 0.049 Wall 1.00 OD x 0.058 Wall 1.00 OD x 0.065 Wall 1.00 OD x 0.083 Wall 1.00 OD x 0.095 Wall 0.930 0.902 0.884 0.870 0.834 0.810 0.106 0.146 0.172 0.191 0.239 0.270 0.125 0.172 0.202 0.225 0.281 0.318 0.0124 0.0166 0.0191 0.0210 0.0253 0.0280 0.0247 0.0331 0.0382 0.0419 0.0507 0.0559 0.341 0.337 0.334 0.331 0.326 0.322 • 1.25 OD x 0.063 Wall 1.25 OD x 0.078 Wall 1.25 OD x 0.094 Wall 1.25 OD x 0.125 Wall 1.12 1.09 1.06 1.00 0.233 0.287 0.341 0.442 0.282 0.338 0.402 0.520 0.0412 0.0491 0.0578 0.0708 0.0659 0.0785 0.0925 0.113 0.420 0.413 0.410 0.400 1.50 OD x 0.063 Wall 1.50 OD x 0.078 Wall 1.50 OD x 0.094 Wall 1.50 OD x 0.125 Wall 1.50 OD x 0.156 Wall 1.50 OD x 0.188 Wall 1.50 OD x 0.219 Wall 1.50 OD x 0.250 Wall. 1.37 1.34 1.31 1.25 1.19 1.12 1.06 1.00 0.282 0.348 0.414 0.540 0.660 0.773 0.881 0.982 0.342 0.410 0.488 0.635 0.775 0.911 1.03 1.15 0.0730 0.0883 0.103 0.129 0.151 0.170 0.186 0.199 0.0973 0.118 0.137 0.172 0.201 0.227 0.248 0.266 0.509 0.503 0.498 0.488 0.478 0.469 0.460 0.451 1.75 OD x 0.063 Wall 1.75 OD x 0.078 Wall. 1.75 OD x 0.094 Wall 1.75 OD x 0.125 Wall 1.75 OD x 0.156 Wall 1.75 OD x 0.188 Wall 1.75 OD x 0.219 Wall 1.75 OD x 0.250 Wall 1.62 1.59 1.56 1.50 1.44 1.37 1.31 1.25 0.331 0.409 0.488 0.638 0.782 0.920 1.05 1.18 0.400 0.482 0.575 0.751 0.919 1.09 1.23 1.39 0.118 0.144 0.168 0.212 0.251 0.285 0.315 0.341 0.135 0.165 0.192 0.242 0.287 0.326 0.360 0.389 0.597 0.593 0.587 0.576 0.566 0.556 0.547 0.538 January 2000 TABLE 25 -ROUND TUBE (Cont.) The listed sizes are provided for the convenience of the designer; however, availability should be checked before making the final design selection. Additional sizes and shapes may be available from suppliers. Designation Inside OD x Wall Diam Area Weight in. in. in. in.2 Ib/ft Section Properties in! S r in.3 in. 2.00 OD x 0.063 Wall 2.00 OD x 0.078 Wall 2.00 OD x 0.094 Wall 2.00 OD x 0.125 Wall 2.00 OD x 0.156 Wall 2.00 OD x 0.188 Wall 2.00 OD x 0.219 Wall 2.00 OD x 0.250 Wall 2.00 OD x 0.313 Wall 2.00 OD x 0.375 Wall 2.00 OD x 0.438 Wall 1.87 1.84 1.81 1.75 1.69 1.62 1.56 1.50 1.37 1.25 1.12 0.380 0.470 0.561 0.736 0.905 1.07 1.22 1.37 1.66 1.91 2.15 0.460 0.554 0.662 0.866 1.06 1.26 1.44 1.62 1.95 2.25 2.53 0.179 0.216 0.256 0.325 0.387 0.443 0.493 0.537 0.610 0.666 0.707 0.179 0.216 0.256 0.325 0.387 0.443 0.493 0.537 0.610 0.666 0.707 0.685 0.678 0.675 0.664 0.654 0.644 0.635 0.625 0.607 0.590 0.574 2.50 OD x. 0.063 Wall 2.50 OD x 0.078 Wall 2.50 OD x 0.094 Wall 2.50 OD x 0.125 Wall 2.50 OD x 0.156 Wall 2.50 OD x 0.188 Wall 2.50 OD x 0.219 Wall 2.50 OD x 0.250 Wall 2.50 OD x 0.313 Wall 2.50 OD x 0.375 Wall 2.50 OD x 0.438 Wall 2.50 OD x 0.500 Wall 2.37 2.34 2.31 2.25 2.19 2.12 2.06 2.00 1.87 1.75 1.62 1.50 0.479 0.591 0.709 0.933 1.15 1.36 1.57 1.77 2.15 2.50 2.84 3.14 0.579 0.698 0.836 1.10 1.35 1.61 1.85 2.08 2.54 2.94 3..34 3.70 0.356 0.428 0.514 0.659 0.794 0.917 1.03 1.13 1.31 1.46 1.58 1.67 0.285 0.342 0.411 0.528 0.635 0.733 0.823 0.906 1.05 1.17 1.26 1.34 0.862 0.850 0.851 0.841 0.831 0.820 0.810 0.800 0.781 0.763 0.745 0.729 3.00 OD x 0.063 Wall 3.00 OD x 0.078 Wall 3.00 OD x 0.094 Wall 3.00 OD x 0.125 Wall 3.00 OD x 0.156 Wall 3.00 OD x 0.188 Wall 3.00 OD x 0.219 Wall 3.00 OD x 0.250 Wall 3.00 OD x 0.313 Wall 3.00 OD x 0.375 Wall 3.00 OD x 0.438 Wall 3.00 OD x 0.500 Wall 3.00 OD x 0.625 Wall 3.00 OD x 0.750 Wall 2.87 2.84 2.81 2.75 2.69 2.62 2.56 2.50 2.37 2.25 2.12 2.00 1.75 1.50 0.577 0.714 '0.856 1.13 1.40 1.66 1.91 2.16 2.64 3.09 3.52 3.93 4.66 5.30 0.681 0.842 1.01 1.33 1.64 1.95 2.25 2.54 3.11 344 4.15 4.62 5.48 6.24 0.622 0.760 0.905 1.17 1.42 1.65 1.86 2.06 2.41 2.72 2.98 3.19 3.52 3.73 0.415 0.506 0.603 0.779 0.944 1.10 1.24 1.37 1.61 1.81 1.98 2.13 2.34 2.49 1.04 1.03 1.03 1.02 1.01 0.997 0.986 0.976 0.957 0.938 0.919 . 0.901 0.868 0.839 3.50 OD x 0.156 Wall 3.50 OD x 0.250 Wall 3.50 OD x 0.375 Wall 3.50 OD x 0.500 Wall 3.19 3.00 2.75 2.50 1.64 2.55 3.68 4.71 1.93 3.00 4.33 5.54 2.30 3.39 4.56 5.45 1.31 1.94 2.61 3.11 1.18 1.15 1.11 1.08 4.00 OD x 0.125 Wall 4.00 OD x 0.156 Wall 4.00 OD x 0.219 Wall 4.00 OD x 0.250 Wall 4.00 OD x 0.500 Wall 4.00 OD x 0.625 Wall 4.00 OD x 0.750 Wall 3.75 3.69 3.56 3.50 3.00 2.75 2.50 1.52 1.89 2.60 2.95 5.50 6.63 7.66 1.79 2.22 3.06 3.46 6.47 7.79 9.01 2.86 3.49 4.66 5.20 8.59 9.76 10.6 1.43 1.75 2.33 2.60 4.30 4.90 5.32 1.37 1.36 1.34 1.33 1.25 1.21 1.18 4.50 OD x 0.188 Wall. 4.50 OD x 0.250 Wall 4.50 OD x 0.375 Wall 4.50 OD x 0.500 Wall 4.50 OD x 0.750 Wall 4.12 4.00 3.75 3.50 3.00 2.54 3.34 4.86 6.28 8.84 3.00 3.93 5.72 7.39 10.4 5.92 7.56 10.4 12.8 16.2 2.63 3.36 4.63 5.67 7.18 1.53 1.51 1.46 1.43 1.35 January 2000 VI -29 TABLE 16 -ANGLES -EQUAL LEGS The listed sizes are provided for the convenience of the designer; however, availability should be checked before making the final design selection. Additionalsizes and shapes may be available from suppliers. Designation L d x b x t Weight Area ri rz in. in. in. lb/ft in) in. in. Axis x -x, y -y Axis z -z I, S. r, ly. Sy x, y in.' in.3 in. in. lz in.' r, in. L 1.5 x 1.5 x 0.125 L 1.5 x 1.5 x 0.25 L 1.75 x 1.75 x 0.125 L 1.75 x 1.75 x 0.250 L 1.75 x 1.75 x 0.375 L2 x 2 x 0.125 L2x2x0.250 L2 x 2 x 0.375 L 2.5 x 2.5 x 0.125 L 2.5 x 2.5 x 0.250 L 2.5 x 2.5 x 0.375 L 2.5 x 2.5 x 0.500 L3 x 3 x 0.250 L3 x 3 x 0.375 L3 x 3 x 0.500 L3 x 3 x 0.625 L 3.5 x 3.5 x 0.250 L 3.5 x 3.5 x 0.313 L 3.5 x 3.5 x 0.375 L 3.5 x 3.5 x 0.438 L 3.5 x 3.5 x 0.500 L 3.5 x 3.5 x 0.563 L 3.5 x 3.5 x 0.625 L 4 x 4 x 0.250 L 4 x 4 x 0.313 L 4 x 4 x 0.375 L 4 x 4 x 0.438 L 4 x 4 x 0.500 L 4 x 4 x 0.563 L 4 x 4 x 0.625 L 4 x 4 x 0.688 L 4 x 4 x 0.750 L 5 x 5 x 0.375 L 5 x 5 x 0.438 L 5 x 5 x 0.500 L 5 x 5 x 0.563 L 5 x 5 x 0.625 L 5 x 5 x 0.688 L 5 x 5 x 0.750 L 6 x 6 x 0.375 L 6 x 6 x 0.438 L 6 x 6 x 0.500 L 6 x 6 x 0.563 L 6 x 6 x 0.625 L 6 x 6 x 0.688 L 6 x 6 x 0.750 L 8 x 8 x 0.500 L 8 x 8 x 0.750 L 8 x 8 x 1.00 0.43 0.81 0.58 0.96 1.38 0.57 1.11 1.59 0.72 1.40 2.05 2.65 1.68 2.47 3.23 3.94 1.99 2.46 2.93 3.38 3.83 4.26 4.68 2.28 2.83 3.38 3.90 4.41 4.92 5.42 5.92 6.40 4.28 4.91 5.58 6.23 6.88 7.51 8.15 5.12 5.94 6.75 7.56 8.35 9.14 9.91 9.14 13.5 17.7 0.36 0.188 0.125 0.074 0.068 0.45 0.41 0.031 0.29 0.69 0.188 0.125 0.135 0.130 0.44 0.46 0.057 0.29 0.42 0.81 1.17 0.49 0.94 1.37 0.62 1.19 1.71 2.26 1.43 2.10 2.77 3.35 1.69 2.09 2.49 2.87 3.25 3.62 3.99 1.94 2.41 2.86 3.31 3.75 4.18 4.61 5.03 5.44 3.60 4.12 4.74 5.30 5.85 6.40 6.93 4.35 5.05 5.74 6.43 7.10 7.77 8.43 7.77 11.5 15.0 0.188 0.188. 0.188 0.250 0.250 0.250 0.25 0.25 0.25 0.25 0.313 0.313 0.313 0.313 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.625 0.625 0.625 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0.121 0.223 0.306 0.18 0.34 0.47 0.37 0.69 0.98 1.22 1.18 1.70 2.16 2.57 1.93 2.37 2.79 3.18 3.56 3.92 4.26 2.94 3.61 4.26 4.87 5.46 6.02 6.56 7.08 7.57 8.37 9.65 10.9 12.1 13.2 14.3 15.4 14.9 17.2 19.4 21.5 23.6 25.7 27.6 47.7 68.9 88.1 0.094 0.181 0.259 0.13 0.24 0.35 0.20 0.39 0.56 0.72 0.54 0.80 1.04 1.26 0.76 0.94 1.11 1.28 1.45 1.61 1.77 1.00 1.24 1.48 1.71 1.93 2.15 2.36 2.57 2.77 2.30 2.67 3.03 3.39 3.73 4.07 4.41 3.38 3.93 4.46 4.99 5.51 6.02 6.52 8.16 12.0 15.6 0.53 0.52 0.51 0.61 0.60 0.59 0.77 0.76 0.75 0.73 0.91 0.90 0.89 0.88 1.07 1.06 1.06 1.05 1.05 1.04 1.03 1.23 1.23 1.22 1.21 1.21 1.20 1.19 1.19 1.18 1.52 1.52 1.52 1.51 1.50 1.50 1.49 1.85 1.84 1.84 1.83 1.82 1.82 1.81 2.48 2.45 2.42 0.47 0.52 0.57 0.53 0.58 0.63 0.65 0.71 0.76 0.80 0.82 0.87 0.92 0.97 0.94 0.97 1.00 1.02 1.05 1.07 1.09 1.07 1.10 1.12 1.15 1.17 1.20 1.22 1.24 1.26 1.36 1.38 1.41 1.43 1.46 1.48 1.51 1.60 1.63 1.66 1.68 1.71 1.73 1.76 2.15 2.26 2.35 0.050 0.093 0.134 0.08 0.14 0.20 0.15 0.29 0.41 0.53 0.49 0.70 0.91 1.12 0.80 0.98 1.15 1.32 1.49 1.65 1.81 1.21 1.48 1.75 2.01 2.26 2.51 2.76 3.00 3.25 3.44 3.96 4.47 4.97 5.47 5.96 6.44 6.07 7.01 7.92 8.82 9.70 10.6 11.4 19.5 28.2 36.5 0.34 0.34 0.34 0.40 0.39 0.39 0.50 0.49 0.48 0.48 0.58 0.58 0.58 0.58 0.69 0.68 0.68 0.68 0.68 0.67 0.67. 0.79 0.78 0.78 0.78 0.78 .0.77 0.77 0.77 0.77 0.98 0.97 0.97 0.97 0.97 0.97 0.96 1.18 1.18 1.17 1.17 1.17 1.17 1.16 1.58 1.57 1.56 January 2000 V1-19 * Schedule numbers conform to ANSI Standard for Wrought Iron and Wrought Steel Pipe, B36.10 and B36.19. TABLE 26 -PIPE (Cont.) The listed sizes are provided for the convenience of the designer; however, availability should be checked before making the final design selection. Additional sizes and shapes may be available from suppliers. Nominal Pipe Sched* Size No. Out- In- Wall side side Thick- Diam Diam ness Area Weight in. in. in. in.2 Ib/ft Section Properties I S r in.' in.3 in. 5 2.38 2.25 0.065 0.472 0.555 10 2.38 2.16 0.109 0.776 0.913 2 40 2.38 2.07 0.154 1.07 1.26 80 2.38 1.94 0.218 1.48 1.74 160 2.38 1.69 0.343 2.19 2.58 0.315 0.265 0.817 0.499 0.420 0.802 0.666 0.561 0.787 0.868 0.731 0.766 1.16 0.979 0.728 5 2.88 2.71 0.083 0.728 0.856 0.710 0.494 0.988 10 2.88 2.64 0.120 1.04 1.22 0.987 0.687 0.975 40 2.88 2.47 0.203 1.70 2.00 1.53 1.06 0.947 80 2.88 2.32 0.276 2.25 2.65 1.92 1.34 0.924 160 2.88 2.13 0.375 2.95 3.46 2.35 1.64 0.894 5 3.50 3.33 0.083 0.891 1.05 1.30 0.744 1.21 10 3.50 3.26 0.120 1.27 1.50 1.82 1.04 1.20 3 40 3.50 3.07 0.216 2.23 2.62 3.02 1.72 1.16 80 3.50 2.90 0.300 3.02 3.55 3.89 2.23 1.14 160 3.50 2.63 0.437 4.21 4.95 5.04 2.88 1.09 3, 5 4.00 3.83 0.083 1.02 1.20 1.96 0.980 1.39 10 4.00 3.76 0.120 1.46 1.72 2.76 1.38 1.37 40 4.00 3.55 0.226 2.68 3.15 4.79 2.39 1.34 80 4.00 3.36 0.318 3.68 4.33 6.28 3.14 1.31 4 5 4.50 4.33 0.083 1.15 1.35 2.81 1.25 1.56 10 4.50 4.26 0.120 1.65 1.94 3.96 1.76 1.55 40 4.50 4.03 0.237 3.17 3.73 7.23 3.21 1.51 80 4.50 3.83 0.337 4.41 5.18 9.61 4.27 1.48 120 4.50 3.63 0.437 5.59 6.56 11.7 5.18 1.44 160 4.50 3.44 0.531 6.62 7.79 13.3 5.90 1.42 5 5.56 5.35 0.109 1.88 2.20 6.96 2.50 1.92 10 5.56 5.30 . 0.134 2.29 2.69 8.43 3.03 1.92 5 40 5.56 5.05 0.258 4.30 5.06 15.2 5.45 1.88 80 5.56 4.81 0.375 6.11 7.19 20.7 7.43 1.84 120 5.56 4.56 0.500 7.95 9.35 25.7 9.25 1.80 160 5.56 4.31 0.625 9.70 11.4 30.0 10.8 1.76 6 5 6.63 6.41 0.109 2.23 2.62 11.8 3.57 2.35 10 6.63 6.36 0.134 2.73 3.21 14.4 4.35 2.30 40 6.63 6.07 0.280 5.58 6.56 28.1 8.50 2.25 80 6.63 5.76 0.432 8.41 9.88 40.5 12.2 2.20 120 6.63 5.50 0.562 10.7 12.6 49.6 15.0 2.15 160 6.63 5.19 0.718 13.3 15.7 59.0 17.8 2.10 VI -32 January 2000 TABLE 27 -SQUARE TUBE (Cont.) The listed sizes are provided for the convenience of the designer; however, availability should be checked before making the final design selection. Additional sizes and shapes may be available from suppliers. Designation D SQ x t Wall Weight Area in. in. Ib/ft Axis x -x, y -y 1R, IY S„ S,, rr, ry J in.4 in.3 in. in.4 2 SQ x .1875 Wall 2 SQ x .250 Wall 1.60 1.36 2.06 1.75 0.75 0.75 0.91 0.91 0.74 1.12 0.72 1.34 2.5 SQ x .1875 Wall 2.04 1.73 1.56 1.24 0.95 2.32 2.5 SQ x .250 Wall 2.65 2.25 1.92 1.54 0.92 2.85 3 SQ x .1875 Wall 3 SQ x .250 Wall 3 SQ x .3125 Wall 2.48 3.23 3.95 2.11 2.75 3.36 2.79 3.49 4.10 1.86 2.33 2.73 1.15 1.13 1.10 4.17 5.20 6.07 3.5 SQ x .1875 Wall 3.5 SQ x .250 Wall 3.5 SQ x .3125 Wall 2.92 3.82 4.69 2.48 3.25 3.98 4.56 5.76 6.81 2.60 3.29 3.89 1.35 1.33 1.31 6.82 8.58 10.1 4 SQ x .1875 Wall 4 SQ x .250 Wall 4 SQ x .3125 Wall 4 SQ x .375 Wall 4 SQ x .500 Wall 3.36 4.41 5.42 6.39 8.23 2.86 3.75 4.61 5.44 7.00 6.94 8.83 10.5 12.0 14.6 3.47 4.41 5.26 6.02 7.29 1.56 1.53 1.51 1.49 1.44 10.4 13.2 15.7 17.9 21.4 5 SQ x .1875 Wall 5 SQ x .250 Wall 5 SQ x .3125 Wall 5 SQ x .375 Wall 5 SQ x .500 Wall 4.24 5.59 6.89 8.16 10.6 3.61 4.75 5.86 6.94 9.00 14.0 17.9 21.6 24.9 30.8 5.58 7.16 8.62 9.96 12.3 1.97 1.94 1.92 1.89 1.85 20.9 26.8 32.2 37.1 45.6 6 SQ x .1875 Wall 6 SQ x .250 Wall 6 SQ x .3125 Wall 6 SQ x .375 Wall 6 SQ x .500 Wall 5.13 6.76 8.36 9.92 12.9 4.36 5.75 7.11 8.44 11.0 24.6 31.7 38.4 44.7 55.9 8.19 10.6 12.8 14.9 18.6 2.37 2.35 2.33 2.30 2.25 36.8 47.5 57.5 66.7 83.2 V1-36 January 2000 4:39 PM 4/28/2008 Rupert Engineering, Inc. 1519 W. Valley Hwy N. Auburn, WA 98001 tel. (253) 833-7776 Project Westfield Sign Foundations Engineer. Date: AEP 28 -Apr Project # 08049 Subject 4x4x1/4thk Angle @ 45 deg. Checker. Date: 2.828 Page: Nodes Coordinates 4) = X Y 1 0.000 0.000 2 2.828 2.828 3 2.902 2.652 4 2.828 2.475 5 0.619 0.265 6 0.509 0.000 7 0.619 -0.265 8 2.828 -2.475 9 2.902 -2.652 10 2.828 -2.828 11 0.000 0.000 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Engineer. Section Properties About Centroidat Axis Parallel to Original Axis= 4) = 0.000deg,. X -d m = 2.902 in A = 1.94 inA2 % Y -dim = 5.656 in Xcg = 1.497 in Sx(top) = 1.6 in^3 Ycg = 0.000 in Sx(bot) = 1.6 in"3 Ixo = 4.6 in^4 Sy(left) = 0.8 in"3 lyo = 1.2 inA4 Sy(right)= 0.9 in"3 Ixyo = 0.0 in"4 4 6 -3 Sheet Section_by_nodes File: Structural section properties.xls Section Properties About Principal Axis____.__ 4) = Ixp = Iyp = Ixyp = J= 0.000 deg 4.6 in^4 1.2 in"4 0.0 in"4 5.8in"4 , Sxp(top) = Sxp(bot)= Syp(Ieft) = Syp(right)= 1.6 in^3 1.6 inA3 0.8 inA3 0.9 in"3 4 6 -3 Sheet Section_by_nodes File: Structural section properties.xls Type of Stress . Type of Member or Component Sec. . 3.4. Allowable Stress Table 2-21 Allowable Stresses for BUILDING TENSION, axial Any tension member 1 19 ",4 ° }`i` and Similar Type Structures 6061—T6, —T651,—T6510, —T6511 TENSION IN BEAMS,}?.'. extreme fiber, net section Rectangular tubes, structural shapes bent around strong axis o-� Round or oval tubes Shapes bent about weak axis, l f--�apply bars; plates • P 2 3 4 19 24 lilt' •y : (13,5 Extrusions upthru 1 In., Sheet & Plate, Pipe, Standard Structural Shapes, Drawn Tube, Rolled Rod and Bar, 6351-T5 Extrusions ' '' WHITE BARS to nonwelded members and to welded 28 �ir,., d� members at locations farther than 1.0 in. from a weld. >'1..: °SHADED`BARS i apply within 1.0 in. of a weld. BEARING On rivets and bolts On flat surfaces and pins and on bolts in slotted holes 5 39 2St_;' .';' Equations that straddle the shaded and unshaded areas apply to both. *For tubes with circumferential welds, equations of Sections 3.4.10, 3.4.12, and 3.4.16.1 apply for Rb/t s 20. Type of Stress Type of Member or Component Sec. 3 4 Allowable Stress Slenderness s S, Slenderness Limit S Allowable Stress Slenderness Between S, and S, Slenderness Limit S Allowable Stress Slenderness i S COMPRESSION IN COLUMNS, axial, gross All columns % — kUr = 0 20.2 - 0.126 (kUr) kUr = 66 51,000/(kUr)2 1- 3, ..+ .£ 9. rest , 3 . .. , ;K<, ° ' f . , r 6# • r .. . .. 2 510001(4%r)section . . COMPRESSION IN COMPONENTS�'.i OF COLUMNS gross section Flat plates supported along one edge - columns buckling about a -I- [- I---+ symmetry axis 8 21 b/t = 2.7 23.1 0.79 (b/t) b/t = 10 154/(6/r) r- c {Fz ' , 12t j , -t e ° 1,-,t ,„, sT-- I: f ' { •`. '" , " vj 12t f+h 131 ' - - " ', 1541(b/t) P t Fiat plates supported along one edge -columns not buckling about 1 8.1 21 , t7. <?12 i b/t = 2.7 s 23.1 - 0.79 (6/1) t 12t b/t = 12 ;• ,:.bh=13t 1970/(b/r)2 i9701(bA)2 a symmetry axis Flat plates with both 9 21 bit 8.4 23.1 0.25 (6/r) b/t 33 490/(b/r) i sT �, (K7xs , ° € s{°:' TTr{ 4 s... 0, - t � a e. .. ._ .(",..3 :1 fi �;�i i�d f a"T*' Y"" 'c.'b 7,., 1 •t• , ; .. 12� '?f�,. �" `^ 7 r 41$. s t 7490/(0) edges supported -i b I— 9.1 See Section 3.4.9.1 Fiat plates with one edge supported and other edge with stiffener 1 Flat plates with both 9.2 See Section 3.4.9.2 edges supported and with [ an intermediate stiffener I I Curved plates supported R, R Rb on both edges, walls of 1 round or oval tubes 1 \ 1} 10* 21 Rb /r = 2.2 22.2 - 0.80 AW 14h = 141 3200 £� F ^t " , ......., t L• �. .-• rr - �Rbh = 'Oi, a •s >< ....� .r f....o--a ... a . 13 5 ••••'03,000:A!; .. xg s. .. - r R It 290 . . (ROM + R /t/35)2 6 b o) V Type of Stress Type of Member or Component Sec. 3.4.slenderness Allowable Stress s S, Slenderness Limit S, Allowable Stress Slenderness Between s, and S, Slenderness Limit S, Allowable Stress Slenderness i S2 COMPRESSION IN BEAMS,. extreme fiber gross section Single web beams bent about _ T strong axis -T - — 11 21 L r 23 y 23.9 0124E r d rt L r 79 r 87,000 ; 12t ^; {�? ; 2t• Lir $S# L !r 2 (b r) Rb R, R, '+� Round or oval tubes -ttt"j '-t.l�- 12 * 25 14f RJ: 28 •„ _ R,/t 51 } 39 3 2 70 R /t ° i � , , 3.9 ` 1 39' Rplt R,/t 81 `Jt ft 137 • , Same as Section 3.4.10 Solid rectangular and r ~ 13Y 28 d/t ‘1.1,1d = 13 40.5 - 0.93 d/t L�l d b dit Lel d = 29 V 11,400 -i-,;- round section beams - — d• ^.1b ' d14::, ' =li, 26-,40.5‘4.0.930V4/4/l dtt L f4 29 a ❑ Rectangular tubes and . box sections 14 21 L S 5 1 J 146 b �� 23.9 - 0 24 /L S .5 7 1 V b �� V r LbS�/.S 1YJ = 1700 24,000 1 12t I :, ,..4 11''t b e�•5 I J - 2004 , i (LbSc/,5 ) COMPRESSION IN COMPONENTS OF BEAMS, (component under uniform compression), gross section b1r Flat plates supported on T one edge -1 rb 21 112j b/r = 6.8 j 27.3 0.93 b/t 12t ' b/t =10 b/:=5 182/(M) 1821(1,4) Flat plates with both b ~-'I b f- T16 edges supported ' �—/ 21 r^} 121 rd: 6/r = 22 T i[* #➢t ii 27.3 - 0.29 b/t ,: 121 bit - 33 »s ws gr, rx o :.bh 48# 580/(b/r) r £ 580/(bh) . Curved plates supported Rb on both edges * 161 25 RJt 1.6 26.2 0 94 Rb/r R,/t = 141 3800 _- Y 14 ; z,.::;:7,-,172,,,.<77v.z . R t¢ . 5 : :kit 2: ,� ., .,1a 14:7 Oily? i?/t �( -...,..Yr.:-- R il.= 290 s R /t 1 t Rblt /35 2 (n )() Flat plates with one edge supported and the other C edge with stiffener 16.2 See Section 3.4.16.2 Flat plates with both 16.3 See Section 3.4.16.3 edges supported and with an intermediate stiffener COMPRESSION IN COMPONENTS OF BEAMS, (component under bending in own plane) gross section Flat plates with _ _L compression edge free, _�-H. tension edge supported 17 28 r :'`16t bit = 8.9 _ bit 17 40.5 1.41 b/t 40 5 1.41 bit " bit = 19 bit= 4 900/(b/t)2 `4,900/(W02 ' , Flat late with both edges L P 9 III /- supported 18 28 mm16t s` h/r 46 40 5 0.27 h/t r 16t , hit 75 .:•. hit =95• 1520/(M) _ 1S'O/(1✓i) Flat plate with horizontal stiffener, both edges I supported L 10.4d, --' 19 28 ;'16t bit 107 i 40.5 0.117 h/t 16t : hit 173 " 7 hi; 2;),.9$ 3500/(h/t) 3500/(M): . NHWEBS; gross section 20 12 , 7 S1 h/t 36 15.6 0.099 h/t 7.5t:•. h/t = 65 `h/t 32$ 39,000/(M)2 ; 39,000/(hh12 Unstiffened T flat webs 1 11 tl h i m Stiffened flat webs j"�a �'^lT� I-11 at_._ 21 12 75t 12 ,.75t' a /t =66 z a,it=84$ • 53,000/(a,/02 ' ti 53000/(x,/t 2.. 1 1 1_18j ae=a,/J1 +0.7(x,/x2)2 Geotechnical Report Westfield Shoppingtown Southcenter Expansion Tukwila, Washington SHANNON &WILSON, INC: At Shannon & Wilson, our mission is to be a progressive, well- managed professional consulting firm in the fields of engineering and applied earth sciences_ Our goal is to perform our services with the highest degree of professionalism with due consideration to the best interests of the public, our clients, and our employees. September 15, 2005 Submitted To: Mr. Robert Gross, AIA Westfield Corporation 11601 Wilshire Boulevard, Suite 10 Los Angeles, California 90025 By. Shannon & Wilson, Inc. 400 N 34th Street, Suite 100 Seattle, Washington 98103 21-1-20189-004 SHANNON faWILSON. INC. stone columns is generally determined by the stone column contractor and is based on the required stone colnmn diameter, improved soil strength and density, and drainage requirements. The stone cobimns should be constructed with open -graded, free -draining, crushed aggregate. We do not recommend the use of Geopiers to support the heavy column loads of the proposed garage and retail buildings because ofthe highly variable thickness of compressible soils and the resulting risk of differential settlements. 9.3.9 Lateral Pile Resistance Lateral resistance analyses were performed to assist the structural engineer in design of the foundation system. Two types of deep foundations were analyzed: 18 -inch -diameter, concrete -filled, steel pipe piles, and 20 -inch -diameter augercast concrete piles. Our analyses of lateral forces acting on the pile/shaft heads were performed using the commercial computer program LPILEPWs 4.0 by Reese et al. (2002). This software generates discrete load -deflection (p -y) curves to estimate deflection of the pile/shaft and distribution of moments and shears along the length of the pile/shaft. Analyses were performed using two soil profiles: one below the garage located south of J.C. Penney (Area C) and the other for the garage located south of Sears (Area B). No efficiency (reduction) factors due to pile group action were used, but they can be estimated if necessary. Note that steel pipe piles and augercast piles for the mall retail expansion area would likely perform similarly to the garage piles. The results of our LPILE analyses are presented graphically in Figures 10 through 13. In summary, we expect that each of the piles analyzed would experience less than 1 inch of deflection under a lateral load of 40 kips applied at the top of the pile. Pile stiffness parameters assumed in our analyses are presented on Figures 10 through 13. 9.4 Spread Footings We understand that a single -story retail building could be constructed along the westem boundary of the site, as shown on Figure 2. While preliminary structural engineering has not been done for this structure, we assume that it would have relatively low wall and column loads. The subsurface conditions at this location were explored with borings RB -6 and RB -7. The soils 2I-1-20189-004-RI.doclwp/b11 22 21-1-20189-004 SHANNON &WILSON, INC. consist of medium dense sand from approximately 4 feet on down to 20 or 25 feet. Below 20 or 25 feet, the soils become dense to very dense. Thus, for a lightly loaded building, we recommend that spread footings be used for foundation support. Some loose soils could be present at the foundation excavation depth (2 to 3 feet); however, these soils could be compacted to a dense and unyielding condition that would provide adequate support for spread footings. We recommend that footings be designed for an allowable bearing pressure of 2,000 pounds per square foot (psf) at this location. The allowable value could be increased by one-third to account for wind and seismic Ioading conditions. We recommend a minimum embedment of 18 inches below the lowest adjacent grade (for frost protection). We also recommend a minimum footing width of 18 inches for continuous footings. All footing subgrades should be evaluated by a geotechnical engineer as the bearing surfaces are prepared. 9.5 Lateral Earth Pressures on Walls and Lateral Resistance for Wall Footings Lateral earth pressures will develop against buried portions of the buildings, service tunnels, and retaining walls. For below -grade walls, we recommend a static, active, lateral earth pressure corresponding to an equivalent fluid weight of 35 and 40 pounds per cubic foot (pcf) for compacted, imported structural fill and compacted on-site soil, respectively. These values are based on the assumption that proper drainage is provided against the back of the wall so that no buildup of hydrostatic pressure occurs and that a horizontal ground surface is behind the wall. Wall drainage should consist of a 1 -foot -thick (minimum) layer of clean drainage gravel placed against the wall and a perforated footing drain at the base of the wall. The total active earth pressure should be analyzed for seismic loading conditions using a dynamic load increment equal to 30 percent of the static, active earth force for both the imported fill and on-site soil cases. This percent load increment should be applied as a uniform load to the wall, with the resultant force acting at the midpoint of the wall height. A 30 percent load increase for seismic conditions is consistent with a pseudo -static analysis using the Mononobe- Okabe equation for lateral earth pressures and a horizontal seismic coefficient of 0.13g. Values of the seismic coefficient are typically one-third to one-half the value of the PGA. For retaining walls founded on footings, lateral loads could be resisted by a combination of base friction and passive pressure against the footings and buried portions of walls. We recommend that the base sliding resistance for footings be determined based on an allowable coefficient of friction of 0.35 for on-site fill soil. We recommend an allowable passive pressure of 520 pcf and 21-1-20189-004-R1.doc/wp/EET 23 21-1-20189-004 SHANNON FiWILSON, INC. 300 pcf for imported structural fill and on-site soil used as fill, respectively; both of these values are for soil above the groundwater table. If the buried portions of the walls are below the groundwater table, we recommend an allowable passive pressure of 250 pcf and 130 pcf for imported structural fill and on-site soil used as fill, respectively. Both the coefficient and passive pressure values above include an FS of 1.5. Retaining walls founded on piles would not develop base friction, but the pile stiffness and passive earth pressure would resist active earth pressures. 9.6 Slabs -on -grade Subgrade Recommendations We assume that the finished floor elevations would be approximately the same as existing grades at the site. Thus, floor slabs would be constructed over existing crushed surfacing or medium dense, sandy fill. For a rigid, concrete slab built on at least 2 feet of existing crushed surfacing that is compacted to a very dense condition, we recommend using a modulus of subgrade reaction, k, of 300 pounds per cubic foot (pci). A subgrade modulus of 200 pci could be used for slabs constructed over medium dense sand. All subgrades should be systematically compacted and evaluated for loose or soft zones. Loose or soft zones detected during the compaction process should be excavated and replaced with structural fill. We understand that up to 2 feet of fill would be added to raise the grade of the mall expansion area. If slab -on -grade floors are used, we anticipate that static settlements ranging from 1/2 to 11/2 inches will occur due to the weight of the fill. If such settlement is unacceptable, lightweight fill, such as Expanded Polystyrene (EPS) blocks could be considered. The surface of the EPS should be sealed with a membrane to prevent petroleum contamination. EPS blocks dissolve upon contact with petroleum. Another consideration would be utility construction during and after placement. Slabs -on -grade could experience liquefaction -induced settlement, as discussed previously. The liquefaction -induced settlements during a 2,500 -year design earthquake could be as high as 10 inches. Differential settlements over a 20 -foot span could be about 50 to 75 percent of the total settlement. Ground improvement, such as stone cofimns, could be considered for mitigation of liquefaction -induced settlements. New and existing slabs -on -grade could behave differently during a design seismic event because of different support techniques, e.g., pile support for the existing shell structure versus slab -on - grade for the new structure. It should also be noted that buried utilities in areas that will receive additional fill to raise the grades should be designed to accommodate widespread settlements of up to 11/2 inches, particularly near foundation element transitions, i.e., grade beams. 21-1-20189-004-R1 _dodwp/EET 24 21-1-20189-004 STRUCTURAL NOTES 00320 GEOTECHNICAL DATA The foundation design is based on the recommendations in report No. 21-1-20189-004 by Shannon & Wilson, Inc. dated September 15, 2005. Unless otherwise indicated foundation work shall be performed in accordance with this geotechnical report. The geotechnical report is part of the project contract documents and should be kept on the job site at all times. 00700 GENERAL CONDITIONS All materials and construction shall conform to the drawings, these notes, and any specifications for this project During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide adequate lagging, shoring, bracing, guys artd protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. Ail information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that tate proper revisions may be made. Mcditicaticn of design drawing detaas shag not ba rrrade without written approval of the Engineer. Provide vertical support and lateral bracing for electrical and mechanical equipment per the applicable code requirements. DIVISION 1- GENERAL RECPREMENTS 01412 BUILDING CODES International Building Code (IBC) 2006 Edition. Washington State Building Code (Washington Administrative Code (WAC) Chapter 51-30) 01415 DESIGN LOADS AND CRITERIA WIND.. Basic Wind Speed: 85 mph Exposure: C Importance Factor (Iw): 0.87 FOUNDATION: Allowable Soil Bearing Capacity (DL-FLL): Soil Passive Pressure: 2,000 PSF 300 PCF 01455 TESTING AND INSPECTION All special inspection and testing shall comply with IBC Sections 1701, 1703, 1704, and other applicable building code sections and are in addition to the inspections made by the Building Official under Section 109. Special inspections are required for the following work: Earthwork: During excavation, grading, and filling Construction of drilled piles or caissons Concrete: Placement of reinforcing steel, concrete placement and taking of concrete cylinders, where inspection is required by Section 03300 Placement of anchor bolts, where noted on plans Installation of adhesive anchors Field Welding: Reinforcing steel Structural and miscellaneous steel Installation of high-strength bolts Special inspectors and testing laboratories shall be PROVIDED BY THE OWNER. The Contractor shall coordinate special inspections as well as standard building inspections with the construction schedule and is responsible for facilitating access to areas to be inspected. Special inspectors and testing laboratories shall be approved by the Building Official, and shall be certified by the Washington Association of Building Officials (WABO), if required by the Building Official. The special inspector shall observe the work for conformance with the design drawings and specifications. The special inspector shall fumish inspection reports to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the Contractor for correction, and also to the Building Official and ttte Engineer. The special inspector shall submit a final signed report stating whether the inspected work was in conformance with the design drawings and specificaficns and the appticabi'e provisions of the building. code. Special inspections per IBC Section 1703.7 are required unless fabricator is approved per Section 1704.2.. DIVISION 2 - SITEWORK 02315 EXCAVATION AND FILL All footings shall bear on undisturbed ground or structural fill and shall be a minimum of 18 inches below grade unless noted otherwise on the drawings. a • Foundation excavations shall be examined and approved by the Engineer — or a testing laboratory approved by the owner — and the Building Official prior to the placement of any reinforcing steel or concrete. Material for filling and backfilling shall consist of the excavated material andlor imported borrow and shall be free of organic material, construction debris, cobbles, or other debris. Fill and backfill shall be deposited in layers not to exceed 8 inches thick for heavy equipment and 4" thick for hand operated equipment The fill shall be properly moistened to approximate optimum requirements and thoroughly rolled or compacted with approved equipment in such a manner and extent as to produce a relative compaction of 95% of maximum dry density for optimum moisture content as determined by ASTM D 1557. Each lift shall be tested for compliance with compaction requirements by an approved laboratory. See Section 01455. Hand tampers shall weigh at least 50 lbs. each and shall have a face area not in excess of 64 square inches. Hand tamper may be operated either manually or mechanically and shall be used only where larger power driven compaction equipment cannot be used. DIVISION 3 - CONCRETE 03152 ANCHOR BOLTS Materials, fabrication and erection shall conform to IBC Chapter 22, IBC Standard Section 2204, and the AISC 360-05 Specification for Structural Steel Buildings. Galvanize threaded parts, bolts, nuts, and washers exposed to weather unless noted otherwise per ASTM A 153. Material specifications, unless noted otherwise: Anchor Bolts: ASTM A 307 Threaded rod: ASTM A 36 High -Strength Bolts: ASTM A 325, where noted Nuts: ASTM A 563 Washers: ASTM F 436 Substitution of other materials requires approval of the Engineer. Provide anchor bolt configuration as shown including diameter, spacing, projection, embedment, and end configuration. Substitution of another type of anchor requires approval of the Engineer. 03210 REINFORCING STEEL Concrete reinforcing steel shall be deformed bars conforming to ASTM A 615, Grade 60 (or A 615M -96a, Grade 420), made from new billets. Reinforcing to be welded shall be Grade 60 (Grade 420) with a Carbon Equivalent (CE) of 0.55 or less, or ASTM A 706 (or A 706M -96b). Do not use epoxy -coated reinforcing unless noted. Bars marked with metric sizes as shown below conforming to the metric specifications and grades shown above may be substituted for the bars shown on the drawings. Bar spacing, embedment and lap lengths, reinforcing cover, bends, and hooks remain the same. Fabrication and placement of reinforcing in concrete shalt conform to IBC section 1907. Lap all reinforcingbars at all splices, comers, and intersecting walls per table below (unless noted otherwise): Concrete Strength (PSI) 2,000 3,000 4,000 5,000 6,000 Top Other Top Other Top Other Top Other Top Other #3 (#10) 27 21 22 17 19 15 17 13 15 12 #4 (#13) 35 27 29 22 25 19 22 17 20 16 #5 (#16) 44 34 36 28 31 24 28 22 25 20 #6 (#19) 53 41 43 33 37 29 34 26 31 24 #7 (#22) 77 59 63 48 55 42 49 38 45 34 #8 (#25) 87 67 72 55 63 48 56 43 55 43 #9 (#29) 98 76 81 62 71 54 63 49 57 44 Use "TOP" reinforcing values for horizontal bars with more than 12" of concrete below them in the casting position. Lap Lengths (in inches) are based on normal weight concrete (in PSI) and a minimum 2 db spacing and 1 db cover (per ACI 318-05). The sizes shown (#xx) are the corresponding metric bar sizes. Minimum cover over reinforcement, unless noted otherwise: Concrete placed on earth: Concrete exposed to earth or weather. Other conditions (UNO): 3 inches 2 inches 1-1/2 inches Reinforcing steel welding shall be performed by WABO certified welders and shall conform to IBC Sections 1901.2 and 1903.5.2 (AWS Welding Code D1.4-98 with modifications). Reinforcing shall be securely tied in position prior to concrete placement Reinforcing shall be supported on chairs or slab bolsters (with distribution plates if required) or concrete dobies prior to concrete placement. Support spacing shall not exceed 10 feet ineach direction. 03300 CAST -IN-PLACE CONCRETE All cast -in-place concrete shall meet the following requirements: Quality of concrete shall be determined by IBC Section 19. Minimum 28 day compressive strength shall be 2,500 PSI unless noted otherwise on the drawings or these notes. Use 5-1/2 94 LB sacks per yard of Type I cement with 6.6 gallons of water per sack of cement or submit mix design to the Engineer for review. See Section 01330. Slump shall be 4 inches • plus or minus 1 inch. Use Type I -A cement where air entrainment is required. All methods and materials per IBC Chapter 19. Water -reducing admixtures conforming to ASTM C 150 may be incorporated in the concrete design mixes and be used in strict accordance with the manufacturer's recommendations, subject to Engineer's approval. An air -entraining agent conforming to ASTM C 150 shall be used in all concrete mixes for slabs and other flatwork to be exposed to weather. The amount of entrained air shall be 5% plus or minus 1% by volume. One percent maximum calcium chloride or other water-soluble chloride ion admixtures conforming to ASTM C 1218/C may be used in concrete not exposed to the weather or in unreinforced concrete. Other types of accelerating admixtures may also be used. All admixtures shall conform to ASTM C 618 Type C or F. Special inspection and testing is required for all reinforced concrete except for foundation concrete with a designated compressive strength not exceeding 2500 PSI and nonstructural slabs on grade. For each class of concrete where testing is required, the special inspector shall take not less than one set of three cylinders for each day of concrete placement, or for each pour, or not less than one set for each 150 cubic yards of concrete, or not less than one set for each 5,000 square feet of surface area for slabs or walls. Anchor bolts, dowels, and other embedded items shall be securely tied in position prior to concrete placement. Do not add water at site. Maximum drop during placement is three feet Consolidate concrete with a mechanical vibrator as required. All exposed surfaces shall receive a steel trowel finish unless noted otherwise. Do not dust surfaces with dry cement to remove water. Concrete shall be maintained in a moist condition for a minimum of five days after placement or sealed with a curing compound applied in two coats at right angles. Follow manufacturer's application instructions and do not exceed recommended coverage. Keyed construction joints shall be used in all cases except slabs on grade. All construction joints shall be thoroughly cleaned and all laitance shall be removed. All vertical joints shall be thoroughly wetted and slushed with a coat of neat cement immediately before placing new concrete. Pipes other than electrical conduits shall not be embedded in structural concrete except where specifically approved. Do not embed aluminum conduits and sleeves in concrete. 03605 NON -SHRINK GROUT Non -shrink grout shall have a minimum compressive strength of 5,000 PSI. Use non- metallic type in exposed conditions. Install per manufacturer's recommended procedure. DIVISION 5 - METALS 05120 STRUCTURAL STEEL Materials, fabrication and erection of structural steel shall conform to IBC Chapter 22 and the AISC 360-05 Specification for Structural Steel Buildings. Paint all structural steel exposed to weather unless noted otherwise on drawings. Material specifications, unless Structural shapes: Bars and plates: Pipe: Structural tubing/HSS: Bolts: High -Strength Bolts: Nuts: Washers: Filler metal: noted otherwise: ASTM A 36 ASTM A 36 ASTM A 500, ASTM A 500, ASTM A 307 ASTM A 325, ASTM A 563 ASTM F 436 E70XX Grade B, Standard Weight Grade B where noted Substitution of other materials requires approval of the Engineer. Galvanizing of structural shapes and fabricated parts shall be done in accordance with ASTM A 123, after fabrication. Galvanizing of threaded parts, bolts, nuts, and washers shall be done in accordance with ASTM A 153. Welding shall be performed only by WABO certified welders and shall conform to AWS D1.1 and AISC specifications. E70T-4 weld material is not permitted. Minimum fillet weld size shall be 3/16" unless noted otherwise. FieId welds shall have special inspection per IBC section 1704.3.1. Reinforcing steel welding to structural steel shall conform to IBC Standard 19-1 (AWS Welding Code D1.4-98 with modifications). Provide 3/4" diameter air relief holes @ 12" OC each way in the horizontal surfaces of all embedded bearing plates and angles over 6" in width, when they are above the - bottom of the concrete member in the casting position. Na-joeTER TRIniN@G r rgE 0k@0 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS OF WESl'ITELD SIGN FOUNDATION 633 Southceuter Boulevard. Tukwila, WA 98188 FOR PLUMB SIGNS 909 South 28th Street Tacoma, WA 98409 REI Job No. 08049 April 2008 1519 West Valley Highway North/Suite 101 Post Office Box 836/Auburn, WA 98071 253-833-7776 Fax 253-939-2168 10' 8" J 10'-2" PROVIDE SUPPORT FOR FRONT AND REAR ACRYLIC PANELS 2'-7" MIN e 174 4 - 1-4- .. al—[. -I -t +4;--- -44:-.4.-.4.— --K 4-x- --..4— F -r,_ i.- -4- ad -1-'1' ' Ai I I a ;a p e Q 1 e - I f.' 1-. to I 1 1 . . - 1 1-• - - "1 A a .r 1_. d : J- a.- 1- - _ I - - '_19 "11a E 1la`-1-'1 1+ a- . 1 .. liL- - 4 .•41 • f1 r I -I41ar - I- f 1 1 _e- 1 •1 a ' I 1 11 _'3 4.- r - 4- 41 -.. - 1 . I I . IId_ f-11 a °I -1.-.r a -_ 1J t.1 d-- -1.1 •IA ' . ---- .F�"a" r•I . , -= f r ' - i' 1 1 a I. a L1- 1 1" 4 ,.a .1 -I- - 1- 1.1 - - 1 -. 1. I-° 1 1 a• - •-a 1 Id 1 °) I Oe LJ u --u - 'I -IJ• L-1 - 4- =E I•d 'i1 ,L SIGN, BY OTHERS 3" _CU —4 -- . 1' . b -4 j -I- If - `d -1. - : 1-a-11 4 1 :� . • .11- [r f - 1 4 = 4„ - : _ 1 a1 --I 1 a' 41 1 - 1 : r 1 - _ . 1 -I .1_! ° - CLR a u u I__I . Li -MI LI -a a A THIS SIGN FOUNDATION ANALYSIS IS BASED ON SOIL BEARING PRESSURES TAKEN FROM THE RECOMMENDATIONS MADE IN -GEOTECHNICAL REPORT #21-1-20189-004 PREPARED BY SHANNON & WILSON ON 10/27/05. IF SITE CONDITIONS DIFFER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO MEET ACTUAL SITE CONDITIONS. " I 11' 6" i APPLY EPDXY PAINT TO ALUMINUM TUBES TO PREVENT CORROSIVE INTERACTION BETWEEN ALUMINUM AND CONCRETE. CAP BOTTOM OF TUBE AND APPLY PAINT OR PAINT TUBE INSIDE AND OUTSIDE (TYP) -a b --- _ a _ •a- a -' o d a O.4. a Q'd• a 0 e .4 Q _ a - C - _ a --40 -- <a Q - - a _' i a (8) 250 OD x 0.500 WALL 6061—T6 ALUMINUM TUBES (9) 2.00 OD x 0.438 WALL 6061—T6 ALUMINUM TUBES RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 PROJECT NAME: WESTFIELD SIGN FOUNDATION, SIGN AA1 633 Southcenter Boulevard, Tukwila, WA 98188 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2006 International Building Code and ASCE 7-05. All sign material and connections to column by others. DESIGN CRITERIA: Basic Wind Speed: Exposure Category: Wind Importance Factor. Total Height of Sign: Nominal Height of Atmospheric Boundary layer. Power Law Exponent Exposure Constant Turbulence Factor. Integral Length Scale Factor. Integral Length Scale Exponent Mean Hourly Wind Exponent Mean Hourly Wind Factor. Period Coefficient Period Coefficient Approximate Fundamental Period: DESIGN LOADS: Top Sign: Height Width: Point of Wind Load Application: Sign Area: Velocity Pressure: Exposure Coefficient: Gust Factor Intensity of Turbulence: Equivalent height of structure: Background Response: V= Z9 a.= Zmin = C= e= Eave = Clava b_ Cc= x= T2 = 85 MPH C 0.87 10.17 FT 900 -FT 9.5 15 FT 0.2 500 FT ASCE 7-05 FIGURE 6-1 ASCE 7-05 Section 6.5.6.3 ASCE 7-05 TABLE 6-1 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 020 ASCE 7-05 TABLE 6-2 0.15 ASCE 7-05 TABLE 6-2 0.65 ASCE 7-02 TABLE 6-2 0.02 ASCE 7-05 Table 12.8-2 0.75 ASCE 7-05 Table 12.8-2 0.11 SEC ASCE 7-05 Eqn. 12.8-7 10.17 FT 10.67 FT 6.11 FT Ar.t„P = 27.74 FT2 qn = 0.00256KnKaKdV2I„, Kn = 0.85 = 1.0 Kd = 0.85 qn = 11.6 LB/FT2 G = 0.925(1+1.7got Q)/(1+1.79„l) = 0.228 go = 3.40 gv = 3.40 = Q= I,aye= Rigid Gust Factor_ G = Clearance Ratio: Height /Height ,= Aspect Ratio: WidthsignIHeightsign= Net Force Coefficient: Cr = Design Wind Force: F = gr,GCrAr = Overturning Moment ASCE 7-05 TABLE 6-3, NOTE 2 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 ASCE 7-05 TABLE 6-4 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 15.0 ASCE 7-05 Section 6.5.8.1 0.956 427.1 0.902 1.000 ASCE 7-05 Figure 6-20 1.049 ASCE 7-05 Figure 6-20 1.57 ASCE 7-05 Figure 6-22 456.1 LB 3018 LB -FT ASCE 7-05 Figure 6-20 Job No. 08049 5/1/2008 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 Bottom Sign: Height: Width: Point of Wind Load Application: Height of Top of Sign Above Grade: Afbottvm = Velocity Pressure: qh = 0.00256KhIcKdV21W Exposure Coefficient Kb = 0.849 Kn = 1 Kd = 0.85 qb = 11.6 LBS` Gust Factor. G = 0.925(1+1.7gQILQ)/(1+1.7gvlz) Intensity of Turbulence: IZ = 0.228 10.17 FT 10.67 FT 3.81 FT 10.17 FT 31.24 FT go = 9v= structure: neve = Background Response: Q = Lz ave = Rigid Gust Factor. G = Clearance Ratio: Heightdr1Heighthm, _ Aspect Ratio: Widthege/Heightag„ = Net Force Coefficient: Cf = Design Wind Force: F = ghGCCAr = Overturning Moment TOTAL OVERTURNING MOMENT: TOTAL WIND FORCE HEIGHT OF RESULTANT FORCE FOUNDATION DESIGN: Lateral Bearing Pressure: Constrained Depth of Footing: CONSTRAINED: Combined Footing? Shape of Footing: Length: Width: Allowable Lateral Pressure: A = 2.34 `F/(Si`b) = Nonconstrained Depth of Footing: b= S, = S3 = A= d= 3.40 3.40 15 0.958 427.1 0.903 1.000 1.049 1.57 514.1 LB 2220 LB -FT 5239 LB -FT 970 LB 5.40 FT ASCE 7-05 TABLE 6-3, NOTE 2 ASCE 7-05 SECTION 6.5.72 & FIGURE 6-4 ASCE 7-05 TABLE 6-4 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 300 PSFIFT IBC TABLE 18042 Combined Footing? Yes or No? d2 = 425[MgI(S3b)) Yes Rectangular 11.50 FT 2.00 FT 11.67 FT 254.0 PSF 762.0 PSF 0.77 2.54 FT Long Dimension Parallel with Sign Job No. 08049 5/1/2008 A n ®R LAguala g@rtmg9 Om. CONSULTING ENGINEERS/CIVILAND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 JOB 088 L} 9 - 14i ESTF I1 LIQ 5(1 nl 0 SHEET NO OF CALCULATED BY CHECKED BY SCALE DATE qA aA1.w : :061-7.6. ; i� ..Lc Supp rs e 0)1'" -amts (3) 2'y :140414LikilitBE AL LI4tvt.c�1 1uSg. DEsleti LApz ? M=(a41%,K, 15.45hS1 -0 -x_1.6,0 KS ( PauAacz7401 MODcuus I;GI rt - 0 -1341<, r 18.0 acs i r -r fizYa (1_71 2-% x, 6,0-50 1it1A1-l., > S. D act 1w 3 (3) 2./.// ®x 0,250 S = S(o:57)/ = moil' ©O: .v (7) 1-1 . Au ,Nu+ti (s -Es 6 2'Iz" Aw iAtuM 114,8 1REeau2.50 ; S-EctioN. Mo cteLus Ncroka Maaw4s Fay_ 0,2so WALL. : S-= rn L - S_= 7(0.s-7-)+(8)10,g0b1 ) — ft.0 iN3- -- _ (S =2---). 5.7,2 Ks1 lf,o F= I (4) _ 16.7 tt (>s.z.<t 6 3.sog -x12, 'ti%r CMt4.47-eEtor� 14 25, - Li aLiR b,,3 = 6.44 1A3 0 PRODUCT207 EAup@FR -ngiliRwgrffingo hal CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS OF WESTF'WLD SIGN FOUNDATION 633 Southcenter Boulevard Tukwila, WA 98188 FOR PLUMB SIGNS 909 South 28th Street Tacoma, WA 98409 REI Job No. 08049 April 2008 1519 West Valley Highway North/Suite 101 Post Office Box 836/Auburn, WA 98071 253-833-7776 Fax 253-939-2168 8'-2° #4's 8' 8jT" PIPES STUBBED 1)..° INTO CABINET AND WELDED TO CAPS AT TOP AND BOTTOM OF CABINET FRAME (TYP) ra r, n r SIGN, BY OTHERS 2'-3" MIN a.• - a I-. -f- -4 $ F -I- 1 �- —1 -F a --1: l{ �` {. ¢ — ial- -ta la" -1141'1 ° a a .,1 - - -I- •r "-- - . •I_ -P-I a - J I. •I . .14- - 1 1 °I 1" .4 'La < I, 1 1' I I . _i 1 .4 j, f. I- • 1° i . e i I - I . 1 _ a J 4 I. a4 - r - r 41 - 1 ,a I -I- : . 1 • PI- _ ¢-t •E1 --1 - - I A.I ,. at -I - -1 - . 1' .• 1•- -J't - I -b -r- a zl- •a _1°{ -'1a-- 1_ _ 1 - ° r 11 k _ I IQ 1 4L4i Li LJ e1. d. �1 -Lala _a 1-4 a • 1--1 -C--1 tJ -• Ll U IJ-_ - Lir CJ 3° FUR 9' 6° THIS SIGN FOUNDATION ANALYSIS IS BASED ON SOIL BEARING PRESSURES TAKEN FROM THE RECOMMENDATIONS MADE IN GEOTECHNICAL REPORT #21-1-20189-004 PREPARED BY SHANNON & WILSON ON 10/27/05. IF SITE CONDITIONS DIF L FROM 'THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO 11 -IAT THE ANALYSIS MAY BE UPDATED TO MEET ACTUAL SITE CONDITIONS. 2'-0° 4 #4's APPLY EPDXY PAINT TO ALUMINUM TUBES TO PREVENT CORROSIVE INTERACTION BETWEEN ALUMINUM AND CONCRETE. CAP BOTTOM OF TUBE AND APPLY PAINT OR PAINT TUBE INSIDE AND OUTSIDE. (TYP) =a .e 44� - <- - a (7) 2.50 OD x 0.250 WALL 6061—T6 ALUMINUM TUBES am. Tait vim:mi. ° • air (7) 2.00 OD x 0.250 WALL 6061—T6 ALUMINUM TUBES 2'T RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 PROJECT NAME: WESTFIELD SIGN FOUNDATION, SIGN AA2 633 Southcenter Boulevard, Tukwila, WA 98188 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loadingper the 2006 International Building Code and ASCE 7-05. All sign material and connections to column by others. DESIGN CRITERIA: Basic Wind Speed: Exposure Category Wind Importance Factor: Total Height of Sign: Nominal Height of Atmospheric Boundary layer Power Law Exponent Exposure Constant Turbulence Factor. Integral Length Scale Factor. Integral Length Scale Exponent Mean Hourly Wmd Exponent Mean Hourty Wind Factor. Period Coefficient Period Coefficient Approximate Fundamental Period: DESIGN LOADS: Top Sign: Height: Width: Point of Wind Load Application: Sign Area: Velocity Pressure: Exposure Coefficient: Gust Factor. Intensity of Turbulence: V= IW = = ;no c= 2= Eaw = tea= balm = Cr x= Ta = 85 MPH C 0.87 8.17 FT 900 FT 9.5 15 FT 02 500 FT ASCE 7-05 FIGURE 6-1 ASCE 7-05 Section 6.5.6.3 ASCE 7-05 TABLE 6-1 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 020 ASCE 7-05 TABLE 6-2 0.15 ASCE 7-05 TABLE 6-2 0.65 ASCE 7-02 TABLE 6-2 0.02 ASCE 7-05 Table 12.8-2 0.75 ASCE 7-05 Table 12.8-2 0.10 SEC 8.17 FT 8.69 FT 3.99 FT Arany = 37.86 FT2 qh = 0.00256KhKnKdV2IW Kh = 0.85 = 1.0 Kd = 0.85 11.6 LBFF2 qh = G = 0.925(1+1.7g0IZQ)/(1+1.7g0=) 0228 3.40 3.40 lz = 9Q = 9v = Equivalent height of structure: zn e = Background Response: Q = 4a�= Rigid Gust Factor. G = Clearance Ratio: Height,9„/HeigM,,,,,,,= Aspect Ratio: Widths,gn/Heightma„ = Net Force Coefficient: Cr = Design Wind Force: F = gfGCfAr = Overturning Moment HEIGHT OF RESULTANT FORCE: 15.0 0.961 427.1 0.905 1.000 1.064 1.57 624.3 LB 2746 LB -FT 4.40 FT ASCE 7-05 Eqn_ 12.8-7 ASCE 7-05 TABLE 6-3, NOTE 2 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 ASCE 7-05 TABLE 6-4 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-22 ASCE 7-05 Figure 6-20 Job No. 08049 4/29/2008 • RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, WA 98001 FOUNDATION DESIGN: Lateral Bearing Pressure: Constrained Depth of Footing: CONSTRAINED: Combined Footing? Shape of Footing: Length: Width: Allowable Lateral Pressure: A = 2.344F/(S1*b) = Nonconstrained Depth of Footing: b= S, = S3= A= d= 300 PSF/FT IBC TABLE 18042 Combined Footing? Yes or No? d2 = 425[x► ((S3b)] Yes Rectangular 9.50 FT 2.00 FT 9.71 FT 219.1 PSF 6572 PSF 0.69 2.19 FF(� Long Dimension Parallel with Sign Job No. 08049 4129(2008 GRp@n EllEgg[tmJ9 h@. CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 JOB ow4q -Wm i- L•N �i(N 7arni,A't"i0f.b SHEET NOOF . //�� A DATE Li/%�/0 g DATE CALCULATED BY CHECKED BY SCALE sicti AAz. as:vas: • (G) 2)4 At-iimpa mitLs A Lav -i Nun-Ca5 V=Q,(24K r=13.5 K51`. (') = 98,0 kLi R9SL RE.12) Baenaq Mob/LUI s -= �n Trz ' Truk wAc_ (6) 2 5o OD x 0.25o WALL- 2.:744..lr6 iNi/ 8, Gs 1Al3 COM PIREZS10-ha: 2.5f. 1.12.5 - azso u (12'"'/Fr 1AO ist 1:8 bra 5 - 0,557(0 3.2ztiw3 = 0,6106(0 = 5.45 1.1 —Tar& '. 65 mil 3.512K31 1.8z,„?6.OK, IUKst r3.8rfKst YACL`,) 0 PRODUCT207 WestRe&f Southcenter WESTFIE$L7D��DEESSIQG�N & 11001 k. B winced, 11th Floor Loog=84 California dRlwne 1 T 310 478 4430 FaoWnN 310 478 4468 WARS IS OA ma¢.>Kwmnu nF wa11SS MPACHIECIO YOBS�M01 BE REPKO= OTOSr 11{ vm C4616.m.1en WYE EOM /40 WOW. SONY ON DIE ORONO ME OR DE SPECIFIED OSCAR COO IJO SH/l1 ROI BE USED omn.�s 111nrt .1111. rmnma mai >K MOVER Registration No. Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: !IIiI;. RLIIIIIII�1, aR6l j�. �I 6") �Q L�' No. Revision Date A A A A A A A A 0 A A A A D A A A D D A D 0 A Sheet Title PROPOSED FREESTANDING SIGNAGE LAYOUT Job No. Date Scale ne 4 1307 1142341 AL1.2-1 1 0 ' RRNG ROAD 40-1 • PROPERTY UDE II _ \ LA. l 1 4 DyrEa s N. PROPERTY UNE RING ROAD . . . . . _ 11:0 Nc 111P PROPERTY UNEI io SIGN - AD1 -.)SIGN I - A 1 SIGN - AD1 / V SIGN I - AA2 13 14 c 15 : i �., -` ' mRa� `��'� a JCPENNEY o \ {�'i' a�' ipp _� .:'tom' -'� I I � M. �' • _. � A, -�' i' a li ME I PLANTER PER I • I � `� ,•p mi R LANDSCAPE y-% �'o♦ , f'=Ci f �1 Dw►Wnc -+b I �,�y I nS_xTcsx}n T 1 Ma � �i'� "49, I',��• STOP / �� I 1 -�T`•�_. i �/ --1 • �40°o`;•.ini,t L • w ®� .,� .e. y,��„ a , Alai 1 J I s .�► z a®7� • .o.M,wD Cry RING ROAD KKK '�;; �� -- -- RING ROAD �• PARKING "A"• 1` ,� It 141 •� �'EN STRUCTURE "B; sq I�t'�1 Ir ,L �]� t4: Po 1 iii �is' pO'S; :�► ��1 4�� . I •O �� 't - ■ 1= �`�;c 1111tit "11I ,i, �J ER1Y UNE 4 SIGN - AA1 SIGN - AD1 SIGN - AD1 11 SIGH - ' D 1 O 0 12 FIRESTONE I u I III I I ij 7 / ,• o� FIRESTONE I �� s I!o7'o t. /f111/o t.rd' � ! i I I R \ii _ ? " 7s; 3v L.ANDSCAPE i DRAwDRG _w INImmirtg -6. I I ci i ��'.�,.u''>�:':P,o` ....., ill''�'; PLANTER PER ^` I, ' 4 1.7: ' �.1 :",7v � :io�;e l — 4NM ..., 111111• MI , .I . LANDSCAPE DRAWING ° oo �E on1l"'1""C° c s. � y®t Y 41 > o • �� IMM \ STOP iiim Yv_ r �.-....... y > i,,,,:::,..;.0 ,��/' o 6� b� -. AUCN �•:.....:....• ME ME PROPERTY ULE N. V 4 ... ♦D ..1.9 `0000 �', 1y ,` D [ ✓.. �'ll1'11I� !-•. Is., /um M3 • / - T . �.IMI i / o PARKING „a' �1• ( ♦ o STRUCTURE "A" :ya!` 4'1 'fr~ / _ i' O:DO:,r, L,OO� i �CDO, .�� •""C.O :.'-••CII) . L _ . - ` f a,'. • . ® •,:,, moo, c 1.- :B SIGN -Ali ► -' © 0 0 'I • ' AAIL u o 0 a . / 1 E�/Li4NDSCAPE\\ • / \ / \ / / I I I I iol ' � '. .._ -R .a `�''�� SCAPE DRAWN ^o: �' �' i► �i �; t'T 1: ':'. r `4.` a... •1111 ® {:FNFRAI NOV. 1 .. dw mot, • p. �" ��{ s1 `o7�'^�� LAM FOR DETAILED INFORMATION OF WESTFIELD SITE ID ® SIGN -REFER TO SIGNAGE PACKAGE ® BY SQUARE PEG 1 DESGIN w • 30'-1• I �� t '1c AlNO AlNO a• �` 1 4 ":. U O ♦ / \ 1 Ir..-!�+.OHO 1 �1.j ;.OQ a •�•" ►' . ; � �• O1S d015 .. o `'� _ { 4 ..�" �. I ..-.00 "; '�r t_• �r GENERAL NOTES STRANDER1 • BOULEVARD 0 SIGN - AA1 STRANDER BOULEVARD 10 SIGN - AA1 / ll STRANDER BOULEVARD r SIGN - AA1 0 0 O WestRe&f Southcenter WESTFIE$L7D��DEESSIQG�N & 11001 k. B winced, 11th Floor Loog=84 California dRlwne 1 T 310 478 4430 FaoWnN 310 478 4468 WARS IS OA ma¢.>Kwmnu nF wa11SS MPACHIECIO YOBS�M01 BE REPKO= OTOSr 11{ vm C4616.m.1en WYE EOM /40 WOW. SONY ON DIE ORONO ME OR DE SPECIFIED OSCAR COO IJO SH/l1 ROI BE USED omn.�s 111nrt .1111. rmnma mai >K MOVER Registration No. Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: !IIiI;. RLIIIIIII�1, aR6l j�. �I 6") �Q L�' No. Revision Date A A A A A A A A 0 A A A A D A A A D D A D 0 A Sheet Title PROPOSED FREESTANDING SIGNAGE LAYOUT Job No. Date Scale ne 4 1307 1142341 AL1.2-1 �estfte(d Southcenter MM. 11111r1r20 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, CoIifomio 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 LIVAng :111,T1 Alanatri 117704% PONASSION UKESS .190C1.110.15, 41f VITT; 01*.'774 17742 MIR NAM RI& VM Registration No. Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: —L t No. Revision Date DIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDID Sheet Title PROPOSED FREESTANDING SIGNAGE LAYOUT Job No. Date Scale 11a slam 1I`1,0 AL 1.2-2 u ISLAND 1 LKt- " A PARKWAY ` `` ,� CENTER TO ISLAND SiDEWA(K PROPERTY LINE DOUBLE SIDED SIGNAGE LANDSCAPE ARE�_� NF o0 pARk/NC CURB CA NOSC SIGN - AA1 �' PROPERTY LINE \„ _ r ALIGN TO STREET CURB NM TUKWILA PA' WAY LANDSCAPE A —\ PROPERTY LINE — NO 'S. OPE SUPPORT POLE OF SIGNAGE• \ O44• D. • 1_ SINGE I SIDED SIGN -M8 SIGN - AA1 —. 1 SIGN - AD1 © O O '\ a w g IN SCO' REPLACE AT EXISTING SIGNAGE LOCATION y 29-6 SINGLE ?DED —\CURB UN , • 4 SIGN - AA1 SIGN - AD1 ® SIGN -AM - -SIGN - AD1t `J O O �estfte(d Southcenter MM. 11111r1r20 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, CoIifomio 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 LIVAng :111,T1 Alanatri 117704% PONASSION UKESS .190C1.110.15, 41f VITT; 01*.'774 17742 MIR NAM RI& VM Registration No. Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: —L t No. Revision Date DIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDID Sheet Title PROPOSED FREESTANDING SIGNAGE LAYOUT Job No. Date Scale 11a slam 1I`1,0 AL 1.2-2 A43/) A-11-6/ l ( A ./ i Oliitttik,,,,2:,egkiliiaaitarosigivtiliQostaiieiatiifIIItii**SfPRitlNMISNgMifltitgiagkSlrniglj,f*Vlt-taaaogd-Mcgku:,,4tk L..tit;Akfliaft' rPifrittc 1 7 AA1 - Quantity:( 5 1/4" =1'=0" 111 C-4G� AA4 - Quantity: 1 0/8 Scale: NTS r ZC� AB1 - Quantity: 3 1/4" =1'-0" qg —O f f 609 -0q6 --- 6,04e9-0.-(4, ,d --fir' AA2 - Quantity: 3 1/4" =1'-0' 1 0 Wi MALL ENTRY 11 CASCADE GARAGE O Sign for East Parking Structure AA5 - Quan ty: 2 Scale: NTS 61 g Sam 0 CMO NOROS'Rnt! . • .110.! � flE st Parking Stru i ' AD1 - Quantity: 11 1/4" = 1'-0" !4 c - AA3 - Quan Scale: NTS 468- 'c,€3, - X50 6p O AA6 - Quantity:40101 �_ 9 Scale: NTS •`' -7 -n ftitttuisma ■ • ' .. V / I I ') / / ,amm- 111.1111ti/ I L ` i . i '- ' • 711111•111112: a� OLYMPIE ARAGE �� F1 - Quantity: 6 1/4" = 1'-0" A A 7 - Q uavt+i ly SGRk; 4)--r5 Client/Design Architect Westfield Design 11601 Wilshire Blvd., 12th Floor Los Angeles, CA 90025 Graphic Consultant 111UAIE FES Men i 5515 OeyI. Street Wt. 15 Eraerrrille, Celifereie 14101 Telepleee 511-501-1111 Fuceirrile 511.500.1114 Project Westfield Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 4/28/06 50% Design Development 6/02/06 75% Documentation 10/25/06 80% Documentation 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum ADA SPD Revision Drawing Title Sign Family #!D MAY 1 9 2008 Drawing Number GO::1'.iuNt 1 Y DEVELOPMENT B.01 (Co ' #) / 6c-41 7 Sign Code Key Example: AA1.01 AA1.01 Area Location > Sign Number Sign Type Sign Type Sign Number Sign Function Front of House A=Site B=Building C=Car Park Back of House D=Site E=Building F=Car Park A=Identification B=Information C=Code D=Directional E=Regulatory F=Graphic Amenity G=Amenity/Furniture 'General Sign Location Refer to LP sheets / Message Schedule for sign locations and messages Client/Design Architect Westfield Design 11601 Wilshire Blvd., 12th Floor Los Angeles, CA 90025 Graphic Consultem 900ARE PIOINOIRilIP9 5515 Delle Street Spite 15 Emeryville, Celilereie 94608 Telepheee 510-596-8810 Feeeimile 510.598.8814 Project Westfield Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 6/02/06 75% Documentation 3/30/07 95% Documentation 96% Documentation 0/24/07 100% Oocumemation 11/09/07 Addendum A Drawing Title Sign Code Key Drawing Number 1.01 t is A i► A AA1 Main ID Pylon AA3 Mall Entry ID - Secondary AA4 Mall Entry ID - Primary AA5 Bridge Mounted Parking ID AA6 Bridge Mounted Westfield ID SIGN LEGEND AB1 Restaurant Totem AD1 Primary Vehicular Directional AF1 Street Sign (Lupine Drive) • Power required • No power required Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant $OUIIIE PEI ms1Ii o 5515 Doyle Strout Suite 15 Emeryville, California 94108 Telepheas 510.510-8110 Facsimile 510-511.1814 Project Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/01 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum A /H\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 102.00 NORDSTROM__.._._r @eSF At 11 EIMt macys • JCPenney ft PAFCK L •:t SIGN LEGEND AA1 Main ID Pylon M2 Secondary ID Pylon • Power required AA3 Mall Entry ID AD1 Primary Vehicular Directional • No power required Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant IOOAIE FES mBfli 5515 Oasis Streit Suits 15 Emeryville. Califernis 04500 Tslspisss 510.510.1110 Facsimile 510-511.1114 Project Wastfieff Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 11/09/07 100% Documentation Addendum A Drawing Title Sign Location Plan North Site - Existing Mall Drawing Number LP 101.00 0 MATCH: IATTHEWS PAINTS IP21246 RV 18.9 ATIN TO MATCH: MATTHEWS PAINTS MP00818 SATIN TO MATCH: MATTHEWS PAINTS MP13915 SATIN 3M TRANSLUCENT VINYL 3M TRANSLUCENT VINYL IVORY (230-005) POPPY RED (230-143) NINE (9) 2"OD X .438WALL 8 EIGHT (8) 2.5'OD X .500WALL 6061-T6 ALUM SEAMLESS ROUND TUBE SIGN SUPPORTS ANCHOR TO FOOTING. FREESTANDING ALUMINUM TUBES AT EITHER END OF SIGN ARE SECURED BELOW GRADE WITH CONCRETE. ALL SIGN SUPPORTS WITH FINISHED END CAPS. ALL VISIBLE SURFACES PAINTED TO MATCH MATTHEWS PAINTS MP21246 LRV 18.9 SATIN. TUBES PASS-THRU SIGN CABINET. 1/2' EXTERIOR GRADE FROSTED ACRYUC WITH POLISHED EDGES I'DIA STRUTS FASTEN FROM ACRYLIC TO VERTICAL TUBE SUPPORTS 3' CHANNEL LETTERS INTERNALLY ILLUMINATED WITH SLOAN RED PS4 SHORT MODULE LEDS 8 POWERED BY SLOAN MODULAR 60s. TRANSLUCENT WHITE (2447 PLEX FACES WITH TRANSLUCENT POPPY RED (3630-14 ) VINYL OVERLAY. I" TRIM CAP, 3' RETURNS 8 CHANNEL BACKS PAINT TO MATCH MATTHEWS MPI3915 SATIN. MOUNT FLUSH TO FROSTED ACRYLIC PANEL. I'DIA ALUMINUM STANDOFFS TO SECURE LETTERS TO SIGN CABINET AND CONCEAL ELECTRICAL CONDUIT. FABRICATED .090 ALUMINUM TOP 8 BOTTOM END CAPS NO VISIBLE SEAMS OR FASTENERS; ALL WELDS GROUND FOR SMOOTH EVEN APPEARANCE; ALL CORNERS 8 EDGES EASED I/32'MAX. PAINT TO MATCH MATTHEWS PAINTS MP013915 SATIN. FABRICATED .125 ALUMINUM SIGN CABINET WITH 1/2' TRANSLUCENT WHITE ACRYUC PUSH THRU LETTERS AND 3M TRANSLUCENT IVORY (230-005) VINYL OVERLAY. INTERNALLY ILLUMINATED WITH FLUORESCENT TUBES. NO VISIBLE SEAMS OR FASTENERS; ALL WELDS GROUND FOR SMOOTH EVEN APPEARANCE; ALL CORNERS 8 EDGES EASED 1/32'MAX. PIIN TO MATCH MATTHEWS PAINTS MP00818 SATIN. RECEI MAY 19 2008 COMMUNITY DEVELOPMENT 1'DIA ALUMINUM ROD WELDED TO VERTICAL ROUND TUBES. ACRYLIC FASTENS AT OPPOSITE END WITH COUNTERSUNK SCREW. 14.000' 'SOUTHCENTER" CABINET 2' TUBES 2.5" TUBES -I5.000' 15.000' 18.000' 15.000' 15.000' 18.000' 15.000' 15.000'- GIAZAXAD 6.000' 6.000' 7.000' BETWEEN 15.000' ACRYLIC PANELS 18.000"/ tlACb MENT.tea, w- ' AORYL{6 A ACR LIC PANE • CABINET 116.000' 110.000' 104.000' 90.000' ,),43 122.000' OVERALL HEIGHT / FROM GRADE 2.180' 36.000' 30.000' 'W' <V.'5> 13.386' 18.000' ROUTED LETTERS 31.640' #4's [20'X1341 31.000" NNEL LETTE'S/AC CABINET TOCAP INET CABINET BO TOM 28.000' r - RSO (e. -}o w52 : 1;P ak 0& 4 �f` 13,15 24.000' END VIEW 138.000' SIGN FACE ELEVATION GRADE YLIC AP PLUMB SIGNS INC. 909 SOUTH 28TH ST. TACOMA, WA 98409 1253) 473.3323 FAX (253) 472.3107 F�.EMA IXICATION MTARBOATE WEBTFIBD 1818_AA1 WEBTFE D 01.10.08 ROB MN1BTON OTIFR TODD PETERBEN . scuF 1/2"1' REV DATE 04a24Ds APPROVEDIS EI AN ORIGINAL DESIGN CREATED BY BY: ,: PLUMB AND REMAINS THE PROPERTY OF P.LUNIBiSIGNS UNTIL TRANSFER BY BALE, ALL RKiBIRESE VED. ANY UNAUTHORIZED USE OR OUPUCATION WILL RESULT IN A •1,000 CHARGE. © COPYRIGHT, 2008 PLUMB SIGNS, INC. -Ma-VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE FABRICATION SIGNATURE IMMO III PONT NO1111C11111111 ENV WENN Qe SOUTI-ICENTER PARKWAY elk SEARS . ' -F i•vr. 9 o y: - - t -t — • NOY AA3 01 $, Alrlt 1L,1f.4 -lz r-- 4 NEW PARKING .STRUQTI RE.t'A". •, G+.2 4 y� NEW P rte' f � " # 0.4 tea' 4/44 gEr _A .13 U u t, 31 Prik tar • 71:7\i; r.ti vly erik 401 JCPenney ANA It JCTURE %. • AD1 B 24 • STRANDER 130U1_EVA RD CFi TARC:FT 7 NEW PAO 71100 A B T7 z A. ilLi AA1 Main ID Pylon M3 Mall Entry ID - Secondary AA4 Mall Entry ID - Primary AA5 Bridge Mounted Parking ID AA6 Bridge Mounted Westfield ID SIGN LEGEND AB1 Restaurant Totem AD1 Primary Vehicular Directional AF1 Street Sign (Lupine Drive) • Power required • No power required Client Westfleld Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant $0011E FES i O 5615 0.71. Street Suite 15 Eniryvill.. C.lifereii 94108 TuIspl.us 510.518.8110 F.iuioil. 510-511-1814 Project Wesifieki Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/01 3/30/07 95% Documentation 5/31/01 98% Documentation 8/24/07 100% Documentation 11/09/01 Addendum A !H\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 102.00 Tukwit p ti -t A - y RDSTRO 3 t EvE: S NOTA/MTO/ GONIVOIRAINI WEr C7 I10E Lill I UNE . Y UNE WEI r --'^ter-, SIGN LEGEND AA1 Main ID Pylon AA2 Secondary ID Pylon • Power required AA3 Mall Entry ID AD1 Primary Vehicular Directional • No power required Client Wesffleld Design 11601 Wilshlre Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant NOAH PEio�l�I�! 5515 Osyle Street hits 15 Emeryville. Cilitoriie 84808 Wiping 510.5884810 Fieeimile 510-581.8814 Project Westfie&t Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 B0% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 11/09/07 100% Documentation Addendum A Drawing Title Sign Location Plan North Site - Existing Mall Drawing Number LP 101.00 r0 MATCH: MATTHEWS PAINTS MP21246 RV 18.9 SATIN TO MATCH: MATTHEWS PAINTS MP01351 SATIN TO MATCH: MATTHEWS PAINTS MP00818 SATIN TO MATCH: 3M TRANSLUCENT VINYL ‘•3M TRANSLUCENT VINYL MATTHEWS PAINTS IVORY (230-005) POPPY RED (230-143) MPI3915 SATIN SEVEN (7) 2'OD x .250WALL & SEVEN (7) 2.5"0D X .250WALL 6061-T6 ALUM SEAMLESS ROUND TUBE SIGN SUPPORTS ANCHOR TO FOOTING. FREESTANDING ALUMINUM TUBES AT EITHER END OF SIGN ARE SECURED BELOW GRADE WITH CONCRETE. ALL SIGN SUPPORTS WITH FINISHED END CAPS. AU. VISIBLE SURFACES PAINTED TO MATCH MATTHEWS PAINTS MP21246 LRV 18.9 SATIN. TUBES DO NOT INTERSECT SIGN CABINET. FABRICATED .090 ALUMINUM SIGN CABINET WITH 1/2' TRANSLUCENT WHITE ACRYLIC PUSH TNRU LETTERS AND TRANSLUCENT POPPY RED (3630-143) VINYL OVERLAY. INTERNALLY ILLUMINATED WITH FLUORESCENT TUBES. NO VISIBLE SEAMS OR FASTENERS; ALL WELDS GROUND FOR SMOOTH EVEN APPEARANCE; ALL CORNERS & EDGES EASED I/32'MAX. PAINT CABINET TO MATCH MATTHEWS PAINTS MP01351 SATIN. FABRICATED .090 ALUMINUM TOP & BOTTOM END CAPS NO VISIBLE SEAMS OR FASTENERS; ALL WELDS GROUND FOR SMOOTH EVEN APPEARANCE; ALL CORNERS & EDGES EASED I/32MAX. PAINT TO MATCH MATTHEWS PAINTS MP013915 SATIN. FABRICATED .125 ALUMINUM SIGN CABINET WITH 1/2' TRANSLUCENT WHITE ACRYLIC PUSH THRU LETTERS AND 3M TRANSLUCENT IVORY (230-005) VINYL OVERLAY. INTERNALLY ILLUMINATED WITH FLUORESCENT TUBES. NO VISIBLE SEAMS OR FASTENERS; ALL WELDS GROUND FOR SMOOTH EVEN APPEARANCE; ALL CORNERS & EDGES EASED I/32"MAX. PAINT CABINET TO MATCH MATTHEWS PAINTS MP00818 SATIN. RECEIVED MAY 1.9 2008' Wid Nip/ 14E-VELOPIANT 12.000' 'SOUTHCENTER' CABINET 2' TUBES 2.5" TUBES 0'-5 0'-5 96.000" 82.000' CABINET 15.000' 15.000° 18.000' 15.000' 15.000' 18.000' -, ---® e -e ® - -® -0 --0 - -i.--. -0 18.000' TOP VIEW 104.250' OVERALL LENGTH 9.000" 'WESTFIELD' 13.000" CABINET 80.000' 98.000' 28.000' 22.500' OVERALL "w. HEIGHT FROM GRADE 86.000' 98.000' 92.000" R CABINET OWER LOWER CABINET OWER 2.180' 10.076" 14.000' ROUTED LETTERS CAP TOM CAP 2.180' 27.640' #4's [20'x109.51 24.000' END VIEW 27.000' 114.000" SIGN FACE ELEVATION SIDE B GRADE 24.000' 3.000" PLUMB SIGNS INC. 909 SOUTH 28TH ST. 125314173-3323 TACOMA, WA 98409 FAX (253) 472.3107 JOS NAME FILENAME LrOCATION B1fARTIOATE WESTFELD ROB MARE= 1 C13J.A2 WEB1FELD DEBIMER T000 PETERSEN SCALE 1/2'1' 01.10.01 1 E 1 Cf 7 DATE BIONATURE MIM ■ III MIT NV UBiC CUM HIS IS NV ORIGINAL DESIGN CREATED BY PLUNIB SIGNS AND REMAINS THE PROPERTY OF PLUMB SIGNS UNTIL TRANSFER BY SALE, ALL RI REI RESERVED. ANY UNAUTHORIZED USE OR DUPLICATION WILL RESULT IN A 81,000 CHARGE. COPYRIGHT, 2008 PLUMB SIGNS, INC. FELD VERIFY ALL DIMENSIONS ANO COMMONS BEFORE FABRICATION -15.000' 15.000' 18.000' -15.000' 11 TOP VIEW 104.250' OVERALL LENGTH 9.000" 'WESTFIELD' 13.000" CABINET 80.000' 98.000' 28.000' 22.500' OVERALL "w. HEIGHT FROM GRADE 86.000' 98.000' 92.000" R CABINET OWER LOWER CABINET OWER 2.180' 10.076" 14.000' ROUTED LETTERS CAP TOM CAP 2.180' 27.640' #4's [20'x109.51 24.000' END VIEW 27.000' 114.000" SIGN FACE ELEVATION SIDE B GRADE 24.000' 3.000" PLUMB SIGNS INC. 909 SOUTH 28TH ST. 125314173-3323 TACOMA, WA 98409 FAX (253) 472.3107 JOS NAME FILENAME LrOCATION B1fARTIOATE WESTFELD ROB MARE= 1 C13J.A2 WEB1FELD DEBIMER T000 PETERSEN SCALE 1/2'1' 01.10.01 1 E 1 Cf 7 DATE BIONATURE MIM ■ III MIT NV UBiC CUM HIS IS NV ORIGINAL DESIGN CREATED BY PLUNIB SIGNS AND REMAINS THE PROPERTY OF PLUMB SIGNS UNTIL TRANSFER BY SALE, ALL RI REI RESERVED. ANY UNAUTHORIZED USE OR DUPLICATION WILL RESULT IN A 81,000 CHARGE. COPYRIGHT, 2008 PLUMB SIGNS, INC. FELD VERIFY ALL DIMENSIONS ANO COMMONS BEFORE FABRICATION 7 2' 7 f I\ RDSTRO 3 LEVELS MVOs CONINCIVIiitort racy t f.41 LINE 'Y UNE 7 7y a o l fe. 54 -sNus --1 i Imo, `I f f 11 Q4fF ® Uilaff SIGN LEGEND AA1 Main ID Pylon M2 Secondary ID Pylon • Power required AA3 Mall Entry ID AD1 Primary Vehicular Directional • No power required Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant $OOAEE Pie ••g fl l p 5515 Doyle Street Saito 15 Emeryville. California 94808 TW1oploes 51D•5r8.8810 Facsimile 510.588•!814 Project Westilek! Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum A Drawing Title Sign Location Plan North Site - Existing Mall Drawing Number LP 101.00 i 4 NEW KING QST RU RUA! 6 { .2 1 ,er,- AA1 Main ID Pylon AA3 Mall Entry ID - Secondary AA4 Mall Entry ID - Primary AA5 Bridge Mounted Parking ID AA6 Bridge Mounted Westfield ID SIGN LEGEND AB1 Restaurant Totem AD1 Primary Vehicular Directional AF1 Street Sign (Lupine Drive) • Power required • No power required Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant t SOMME PES Mini *0 6615 Doyle Street Suite 16 Emeryville. Calitereis 94101 Telaptaaa 619-518.8110 Facsimile 510-511.1814 Project Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation • 11/09/07 Addendum A /A\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 102.00 Rev(sed Si Z� 5.000" CHANNE ° LETTERS ,* Mei MANUFACTURE & INSTALL ONE (I) SET OF SELF CONTAINED LED LIT CHANNEL LETTERS - TRANSLUCENT WHITE (2447) PLEX FACES w/TRANSLUCENT POPPY RED (3630-143) VINYL OVERLAY. - 2' RED TRIM CAP & 5" RED RETURNS PAINT TO MATCH PMS#485 (RED). - INTERNALLY ILLUMINATE WITH SLOAN CL4-MB RED SHORT MODULE LEDs & POWERED BY SLOAN MODULAR 60s. - MOUNT OFF GLASS WALL MULLIONS WITH CUSTOM BRACKET. 6.000" J 5 END VIEW ( PAINT TO MATCH PMS#485 (RED)} Efr' EXTERIOR IINB.UILDINGiSIGNAI 4 Westfield ID at Mall Entry (Primary) APPROVED BY: THIS IS AN ORIGINAL DESIGN CREATED BY PLUMB SIGNS AND REMAINS THE PROPERTY OF JOB NAME WESTRELO SALES ROB MARSTON REV DATE ®o LU g — .EU.ENA&9E.._1613„AA4 WESTFIELD REV size 7_9_08 DESIGNER TODD PETERSEN SIGNATURE A URE PLUMB SIGNS UNTIL TRANSFER BY SALE, ALL RIGHTS RESERVED. ANY UNAUTHORIZED USE OR i. oo 9D9 SOUTH JJ JQt TACOMA, (rrq 98409 LOCATION 633 SOUTHCENTER. SEATTLE SCALE 1/2"-1PRIRC I q� q D CRASS DUPLICATION WILL RESULT IN A $1,000 CHARGE. , � � � tzssl QWa 390x7 ,`© COPYRIGHT,, 2008 PLUMB SIGNS, INC 1E1100 1a1;001D � � CBNOITIONS BEFORE FABRICATION W4rW MBSIG START DATE] 06.05.08 PAGE 1 OF 2 ,._,. Internally Illuminated Individual Letters. Size and Details to be developed. CONTEXT ELEVATION Scale: 3/32 =1'-0" Adjacent sign type AB1 Restaurant Totem See Sheets GD111.1 - GD111.4 Client/Design Architect Westfield Design 11601 Wilshire Blvd., 12th Floor Los Angeles, CA 90025 Graphic Consultant SSSIIBE PES Men i 5515 Doyle Street Suite 16 Emeryville. telifereie 94809 Tul.Fleoe 510.588.8810 Feeeimile 51B-598.8614 Project Westfield Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 4/28/06 50% Design Development 10/25/06 80% Documentation 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum A !N\ SPD Revision Drawing Title AA4 Westfield ID at Mall Entry - Primary Drawing Number GD104.01 SEARS , 1.. . -...... ' ./. 1 .: ....1 I 1 J(:1Aolney r— • • . 4 f, • • • • • *44 ;:•, icy 4 • ." it 41;; 44; t . ! . I I .1 • ; AA1 Main ID Pylon M3 Mall Entry ID - Secondary AA4 Mall Entry ID - Primary AA5 Bridge Mounted Parking ID AA6 Bridge Mounted Westfield ID SIGN LEGEND AB1 Restaurant Totem AD1 Primary Vehicular Directional AF1 Street Sign (Lupine Drive) • Power required • No power required Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant 10111111E PEI Min i A 5615 Duels Street Slits 15 Emeryville. Colifereie 94108 Telialses 510-518-8110 Facsimile 510-511-8114 Project Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation • 11/09/07 Addendum A A SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 102.00 FRONT VIEW Scale: 1/4" =1"-0" SCt%6t-re. NOTE: Illuminated sign fabricated to comply with Westfield signage standards. Fabricated aluminum channel letters with painted retums and backs; illuminated with acrylic faces and translucent vinyl to Westfield's specification; provide stainless steel sleeves at attachment to facade; gasket dissimilar metals; with no exposed fasteners or conduiting SIDE VIEW Scale: 1/4". 1%0" 6" Z•% Sign Attached to grill with mechanical fasteners and 3/8" long stainless steel standoff sleeves. I�IIIIIIIIIIIIIIIIIINIIP,''IIIIIIIbIIN1111IIIINNIIIIIIIIIIIIIIII01IIIR1IINII1IWIIIIIINIIIIIII4IIIIIIIII1IIIIIp9Nllll SIGN PLACEMENT ELEVATION Scale: 1/8" = 0" Client/Design Architect Westfield Design 11601 Wilshire Blvd., 12th Floor Los Angeles, CA 90025 Graphic Consultant SII>AIE PES 6616 Doyle Strout Saito 16 Emeryville. Coliforoio 141609 Telopheoe 511.69i•1110 Foecieile 519.699-9114 Project Wesbek[ Southcenter 633 Southcenter Seattle, WA 98188 RECEIVED Project Number 6307.00 MAY 1 9 2008 COMMUNITY DEVELOPMENT Date Document 4/28/06 50% Design Development 10/25/06 80% Documentation 3/30/07 95% Documentation 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum A Drawing Title AA6 Bridge Mounted Westfield ID Sign 01A ared=1 .- Drawing Number GD106.01 11ti.1>Fh Y,• AA1 Main ID Pylon M3 Mall Entry ID - Secondary AA4 Mall Entry ID - Primary M5 Bridge Mounted Parking ID AA6 Bridge Mounted Westfield ID SIGN LEGEND AB1 Restaurant Totem AD1 Primary Vehicular Directional AF1 Street Sign (Lupine Drive) • Power required • No power required Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant SHAH PESIl1i*II 6616 0eyle Street Saito 16 Eoaryvilla. Celitaraie 94108 Telepksee 610.518.8110 Faesioila 610.500.1114 Project Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum A /H\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 102.00 C 0 U 0 U .0c C.) 0) 1" thick dimensional acrylic letters; painted face & returns; stud mounted with stainless steel stand-offs KP -i) i FRONT ELEVATION - West Parking Structure Scale:1 1/2" =1'- 0" SIGN PLACEMENT ELEVATION Scale: 1/4- =1'- 0" 6'-7" NOTE: o This drawing is for design intent only, not for construction. o Fabricator is responsible for reviewing the most current project drawings as necessary to insure proper coordination of the signing elements. Fabricator is responsible for verifying and confirming actual site conditions. o Fabricator is responsible for all shop / engineering drawings required in the fabrication and installation of the designs. 1/4" thick dimensional acrylic letters; painted face & retums; mounted with full coverage 3M VHB tape (0.A.E.) Graphic treatment; Digital Print to wrap all sides of sign cabinet 3/4 in v 3 in SIDE ELEVATION Scale: 1 1/2" = 1'- 0" Fabricated aluminum sign cabinet with no visible seams or fasteners; all welds ground for smooth even appearance; all comers & edges eased, 1/32" max.; with painted caps and digitally printed graphic at all sides; attach with studs or mechanical fasteners ELEVATION - East Parking Structure Color Scheme Scale: 3/4" =1'- 0" Client/Design Architect Westfield Design 11601 Wilshire Blvd., 12th Floor Los Angeles, CA 90025 Graphic Consultant aoum PEG QeE1i e 6515 Dupla Strout Saito 15 Eoorpaillo, California 04000 Tolopb000 510.505.0010 Foesioilo 510-500-0014 Project Southcenter 633 Southcenter Seattle, WA 98188 RECEIVED Project Number MA 6307.00 COMMUNITY DEVELOPMENT Date Document 4/28/06 50% Design Development 6/02/06 75% Documentation 9/15/06 Design Intent - Parking Structures 11/03/06 Addendum 1 Drawing Title QG�1� Padding D® alt PedlestP6aao alloy aa vtOy - 4+ Drawing Number 4 Li 'O 0u '4.000° II.750° EQ. 5.500' +/- COPY EQ. d I° THICK DIMENSIONAL ACRYUC LETTERS WITH PAINTED FACES 8 RETURNS; STUD MOUNTED OFF WALL I/2° WITH STAINLESS STEEL STAND-OFFS AND I/4'x3' EMBEDDED FASTENERS. 3/8°THICK ACRYUC LETTERS MOUNT CENTERED ON FACE WITH (3-4) #8x1/2° SCREWS+WASHER/LETTER THROUGH BACK OF PANEL YM WEST PARKING STRUCTURE Fabricated aluminum sign cabinet with no visible seams or fasteners; all welds ground for smooth even appearance; all comers & edges eased, 1/32° max.; with painted caps and digitally printed graphic at all sides; attach with studs or mechanical fasteners. oaawing Title AA% Parking ID at Pedestrian Level (Non -Illuminated) QUANTITY: 1 EACH GARAGE A 8 B Drawing Number GD107 kfv 4 78.000° 79.000' EAST PARKING STRUCTURE 8.500' 10.500' 0.500° Graphic treatment Digital Print to wrap all sides of sign cabinet END VIEW TO MATCH: MATTHEWS PAINTS 111,21246 LRV 18.9 SATIN TO MATCH: PMs*485 SATIN 1w .d jF ST,L �. r w. $1 TACOMA,M FAX (253)i e 98409 i) u w D RIM 9/ 6 8:: THS N3 AN ORDINAL DESIGN CREATED PLUMB SIGNS AND R63NAlnIB THE PROPERTY aDR EY OF . __ 1099 {IA7 w�rFLBD num 1-1/2"..1' „Tu (`U-10c:=3E EN CI L,,,. .. � MU. DUPLICATIONRESULT IN A D9MIX! •3323 ,g` START DANE 01.1QC3 - - RAGE i CF 2 1 O COPYRIGHT 2008 PLUMB SIGNS, INC. CLOD C1:0p(M DIMENSIONS mQ,1 : t i FABRICATION 1.500' 8.500' 1 Onwinp Bee I -I/2' x I -I/2' x1/8" ALUM ANGL WELDED VERTICALS (SEE LAYOUT BELOW) 1 • 1 26.000' 3'X3'x1/8' ALUM ANGLE FRAME (WELD) \ QUANTITY: I EACH GARAGE A & B 04,14IN' OWI"IRIDii IottWNH1'I NNI110413 1 i STRUCTURE (PARTIAL) SCALE: 3'=I' 36.000' 78.000' SIGN FACE/FRAME 1')(4' ALUMINUM REC TUBE, ^3/8'x2' BOLT ACROSS TOP 6 BOTTOM OF SIGN WELDED CAPS ON ENDS. 3'x3'xl/8' ALUM ANG FRAME (WELD) (SEE LAYOUT BELOW) 3/8'THICK ACRYLIC LETTERS MOUNT TO FACE WITH (3-4) #8x1/2" SCREWS+WASHER/LETTER THROUGH BACK OF PANEL .090 ALUMINUM FACE ATTACHED TO ALUMINUM ANGLE FRAME WITH LORD ADHESIVE. DIGITALLY PRINTED VINYL AFFIXED TO SURFACE OF FACE & RETURNS. 3/8'x2 1/2' WEDGE ANCHOR (SEE -LAYOUT BELOW) Lk'x2'XI/8' STEEL ANGLE PLUG WELD REC TUBE TO ANGLE FRAME 36.000' 26.000' 26.000' FRAME & MOUNTING PER SIGN FACE SCALE: I-I/2'=I' 26.000' SECTION VIEW A -A SCALE: 3'=I' R JON NAME WEINFELD BAtFB ROB MARS ON REV DATE APPROVE THISIS AN ORIGINAL DESIGN CREE PLUMB ®S 1 G N S, INC 909 SOUTH 28TH ST. TACOMA, WA 98409 12531473-3323 FAX (253) 472.3107 : . „ . FLENAME 1511LAA7 WESTREID DEUWNER PL AI REMAINS OPPEERTY OF PLUMB SIGNS UNTIL TRANSFER BY SALE, ALL mGKTB Rte. ANY UNAUTHORIZED USE OR DUp=�T ON WILL RESULT IN A $1,000 CHARGE. DETERSEN TOD P LOCATION - SCALE AS NOTED � GNA�� v•PtNoER �W�� v � START GATE 01.1D.DB PAVE 20F 2 __ ® COPYRIGHT, 2008 PLUMB SIGNS, INC. FELD VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE FABRICATION A AA1 Main ID Pylon M3 Mall Entry ID - Secondary AA4 Mall Entry ID - Primary AA5 Bridge Mounted Parking ID AA6 Bridge Mounted Westfield ID SIGN LEGEND AB1 Restaurant Totem AD1 Primary Vehicular Directional AF1 Street Sign (Lupine Drive) • Power required • No power required Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant 10111E PEIUefll�fl 5516 Doyle Street Suite I6 Emeryville. Califarsie 94108 Telipiase 510.510.8110 Faesimila 510-591-1814 Project iVestfiekt Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/01 Addendum A /A\ SPD Revision Drawing Title Sign Location Plan South Site - New MaII Drawing Number LP 102.00 • FRONT VIEW Scale: 1/4 =1'-0" NOTE: Illuminated sign to be fabricated to comply with Westfield signage standards. Fabricated aluminum channel letters with painted returns and backs; illuminated with acrylic faces and translucent vinyl to Westfield's specification; provide stainless steel sleeves at attachment to facade; gasket dissimilar metals; with no exposed fasteners or conduiting Sqe„..t--0U*14 . . SIGN PLACEMENT ELEVATION Scale: 3/32" =1'- 0" 0 LU SIDE VIEW Scale: 1/4" =1'-0" 8 in 1111 Sign Attached to wall with studs and 3/8" long stainless steel standoffs. 16> Client/Design Architect Westfield Design 11601 Wilshire Blvd., 12th Floor Los Angeles, CA 90025 Graphic Consultant SEOARE PEP Senile 5616 Doyle Street Slits 15 Emeryville. Celiferoie 14801 Telsphsoe 511.591.1111 Fsesirrile 511.598-8814 Project Westfieki Southcenter 633 Southcenter Seattle, WA 98188 RECEIVED Project Number 6307.00 1 9 2008 COMMUNITY DEVELOPMENT Date Document 12/05/06 Site Signage 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum A Drawing Title AA3 Westfield ID at Mall Entry 0„14`14y 6 frig the Drawing Number pi -hex- 3 raE c 1scernp otf GD103.01 0(3 10' ct 2 M1 Main ID Pylon AA3 Mall Entry ID - Secondary AA4 Mall Entry ID - Primary AA5 Bridge Mounted Parking ID AA6 Bridge Mounted Westfield ID SIGN LEGEND AB1 Restaurant Totem AD1 Primary Vehicular Directional AF1 Street Sign (Lupine Drive) • Power required • No power required Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant t $0111111E risIelIi*n 5515 Doyle Street Seita 16 Emeryville, Celifaraia 94108 Washes 510.515-8110 Facsimile 510-511.1114 Project Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/01 Addendum A /N\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 102.00 ATB 07 SIGN LEGEND AA1 Main ID Pylon AA2 Secondary ID Pylon • Power required AA3 Mall Entry ID AD1 Primary Vehicular Directional • No power required Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant 1 SOMME EEO *! fl I ii 0 5515 Owls Street Suite 15 Emeryville. Celifarnis 94808 Telepisee 510.508.8810 Facsimile 510-580.8814 Project Westfieff Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 11/09/07 100% Documentation Addendum A Drawing Title Sign Location Plan North Site - Existing Mall Drawing Number LP 101.00 AA3 Mali Entry ID BB2 Dining Terrace Directory BB3 Evac. Map w/ Stair ID BB4 Misc. Room ID BC1 Elevator Code Sign BC2 Stair Core Level ID BC3 Restroom ID SIGN LEGEND BC4 Family Room ID BD1 Directional - Suspended BD2 Escalator Directional BD4 Amenity Blade BD5 Directional to Roof Pkg EB1 Stair ID - BOH EB2 Misc. Room ID - BOH EC1 Elevator ID - BOH EC2 Stair Core Level ID - BOH EC3 Restroom ID - BOH • Power required • No power required e BOH Signs Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant irr l09AAE EEO m i n i n 5516 Doyle Street Saito 15 Emeryville, C.Iiferei. 04508 Tellable@ 510.518-8510 Facsimile 510-511-1814 Project Westfie&t Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 04/28/06 50% Design Development 06/02/06 75% Documentation 10/25/06 BO% Documentation 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum A /A\ SPD Revision Drawing Title Sign Location Plan Level 2 - New Mall Drawing Number LP 302.00