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Permit S08-051 - WESTFIELD SOUTHCENTER MALL
WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SO8-044 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 sy$ -og`I 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 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 • • 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 • • 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 fip 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 entry biz • SITE INSPECTION (PLANNING) File No. S08-051 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 Cascade Gara • e West Elevation- . arkin ID CASCA©:E GAR€° i 1.0.124.200811:04 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: S08-051 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: 2/2 WALL SIGNS FOR WESTFIELD/SOUTHCENTER MALL - AA7 ON DIAGRAM - 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): 16.51 16.51 0 0 Sign Lighting: Face Residential Land: 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 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: 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: 508-050 05/30/2008 11/26/2008 Business: Name: Address: Property Owner: Name: Address: SOUTHCENTER/WESTFIELD MALL 2800 SOUTHCENTER MALL , WESTFIELD PROPERTY TAX DEPT PO BOX 130940 Contact Person: Name: JOSH CHRISTENSEN Address: 909 SOUTH 28TH ST Contractor: Name: PLUMB SIGNS Address: 909 SOUTH 28TH ST Phone: Phone: Phone: 253 381-3026 Phone: 253 473-3323 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: PERMANENT SIGN: Wall Area (sq. feet): Wall Sign Size (sq. feet): Sign Lighting: Face Residential Land: $500.00 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 65 N Zoning: TUC Wall Sign #2 0 65 N Freestanding Sign #1 0 0 0 0' 0" 0 0 Wall Sign #3 0 Sign Type: Wall Sign #4 0 53.8 N N Freestanding Sign #2 0 0 0 0' 0" 0 0 Planning Division Authorized Signaturer' 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 Zoning: TUC Sign Type: PERMANENT SIGN: 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: f��/,� Date: I hereby certify that I have read and examined 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 S08-049 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 Parcel No.: 6364200010 Address: Suite No: PERMANENT SIGN PERMIT 2800 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: S08-048 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: 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: 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 0 Zoning: TUC Wall Sign #2 0 0 Freestanding Sign #1 2000 30 24.66 8' 2" 8.16 1 Wall Sign #3 0 0 Sign Type: Freestanding Sign #2 2000 30 40.7 10' 2" 10.16 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 S08-048 Printed: mln_'nnR 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: S08-047 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 Freestanding Sign #1 2000 30 49.32 8' 2" 8.16 2 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. _ 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 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 Parcel No.: 6364200010 Address: Suite No: PERMANENT SIGN PERMIT 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 WESTFIELD PROPERTY TAX DEPT PO BOX 130940 JOSH CHRISTENSEN 909 SOUTH 28TH ST PLUMB SIGNS 909 SOUTH 28TH ST Phone: Phone: Phone: 253 381-3026 Phone: 253 473-3323 DESCRIPTION OF 1/4 FREESTANDING WORK: 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 Sign Type: 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 Freestanding Sign #2 2000 30 24.66 8' 2" 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 Parcel No.: Address: Suite No: 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 6364200010 2800 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: S08-045 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: 2/5 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: 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 0 Zoning: TUC Wall Sign #2 0 0 Freestanding Sign #1 2000 30 40.7 10' 2" 10.16 1 Wall Sign #3 0 0 Sign Type: Freestanding Sign #2 2000 30 40.7 10' 2" 10.16 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 S08-045 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: S08-044 05/30/2008 11/26/2008 Business: Name: Address: Property Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: WESTFEILD/SOUTHCENTER 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: 1/5 FREESTANDING SIGNS FOR WESTFIELD/SOUTHCENTER MALL - AA1 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 Freestanding Sign #1 0 0 0 0' 0" 0 0 Wall Sign #3 0 0 Sign Type: Freestanding Sign #2 2000 30 81.4 10' 2" 10.16 2 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 S08-044 Printed: 05-30-2008 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 — D�/ 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: apt) Date: 5/30//C 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, TCD-Intern2 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] —410 , 7- #' _ e71. 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] _LI9I Z 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-Zy4 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. i3944.,8 --.) 17/1.ro c7V t2 -- 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 Initials: CB User ID: 0400 Payment Amount: $250.00 Payment Date: 05/30/2008 01:10 PM 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 212500 o.:..e,..r. n� �n onno • 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 9711 TOTAL 2125.00 Printari• (15_3f_2nnR • 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 2125.00 ornnt d• nc_zn_9nna • 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 ��n+o.l• nc_gn_,,nna • • 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: 508-047 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01871 Initials: CB User ID: 0400 Payment Amount: $125.00 Payment Date: 05/30/2008 12:54 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 nc on ,nno • • 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 TUICW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01869 Payment Amount: $125.00 Initials: CB Payment Date: 05/30/2008 12:48 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 •)n nnno • • 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 TUKW 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 0711 TOTAL 2125000 Printari• nc_ln_9nna • 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 TUICW Status: ISSUED Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: 05/30/2008 Receipt No.: R08-01866 Initials: CB User ID: 0400 Payment Amount: $125.00 Payment Date: 05/30/2008 12:20 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 2125000 .4,.... ori..4 .1. nG Qn 0/111Q • • Westfield Southcenter Mall sign count and conditions: AA1 freestanding signs: 4 Total of 4 AA1 freestanding signs will be permitted. 4 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". 4 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". 4 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 AA1 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". 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: 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 Location c,oE0 i S GOL,02.r- G(CLC U (0 -7- Uk Orientation Sides to Street Size Sq.Ft. Permit Number Notes? Untalled:/Applied fog Permit? r1 Garage 2 Garage 3 Garage 4 Monument 5 Monument 6 Monument 7 Monument 8 Monument 9 Monument 10 Monument 111 Entry 12 Entry 13 Entry 14 Main Entry 15 Bridge 16 Parking ID 17 Parking ID Wall Wall Wall Freestanding AA1 Freestanding AA1 Freestanding AA1 Freestanding AA2 Freestanding AA2 Freestanding AA2 Freestanding AA1 Wall AA3 Wall AA3 Wall AA3 Wall AA4 Wall AA6 Wall AA7 Wall AA7 SUB -TOTAL .Not Discernable7(Does not count 18 Entry Wall 19 Entry Wall 20 Entry Wall 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 Asr py Sip, NotYet `Intalledk/JApphedfor Rennit, 21 Monument Freestanding AA1 Bank of America Adjacent 22 Monument Freestanding AA2 North - Freeway overpass "T" SUB -TOTAL TOTAL LIMIT Surplus Area / (Over) Future 25 Monument Freestanding r- AA1 SW - Strander & Southcenter Pwy Wall Mounted Wall Mounted Wall Mounted Perpendicular Parallel Parallel Parallel Perpendicular Parallel Parallel Wali Mounted Wall Mounted Wall Mounted Wall Mounted Wall Mounted Wali Mounted Wall Mounted 1 side 110.00 S07-091 W1 1 side 110.00 S07-091 W2 1 side 110.00 . S07-091 W3 2 sided 81.40 S08-044 FS2 1 sided 40.70 S08-045 FS1 1 sided 40.70 S08-045 FS2 1 sided 24.66 S08-046 FS2 2 sided 49.32 S08-047 FS1 1 sided 24.66 S08-048 FS1 1 sided 40.70 S08-048 FS2 1 side 65.00 S08-049 W1 1 side 65.00 S08 -05o W2. 1 side 65.00 S08-050 W 1 side�4.0 S08-050 W3 1 side 53.o., S08-050 W4 1 side 16.50 S08-051 W1 1 side 16.50 S08-051 W2 A I(3,Li'4 Wall Mounted 1 side Wall Mounted 1 side Wall Mounted 1 side Parallel Parallel 1 sided 1 sided B —sac v �S� Civ A5 65.00 S08-049 W4 65.00 S08-050 W1 65.00 S08-050 W2 Where is this? 40.70j 24.6 C 1,198.80 =A+B D 1,200.00 1.20 =D -C 45 degrees 1 sided 40.70 (Per City of Tukwila) ICle-L91) WF SCR Ext Sign Bgt 2008 07 09.xis Sheetl 7/9/2008 11:56 AM 1 Pa -Mir @SEE& Peam ,5: dzi•Letoe rqq: T' co- eamic--11 Oc"6"," / ""''''" V-1/ ••1 • `'`'' ‘.'"'"-•-• • ,---/ ••e•gr • .•-,"( . f /L.) c_ •.74.•••-) PARK wA SIGNAUZED INTERSECTON 1 , ; SEE . !/ --t . SEE PROPERTY UNE SEE SEE • c • ( I ( 0 0 I I .4 ..L`L SoLit,ceqyer SEE SEE SEE SEE if* NESTFIELD DESIGN * CONSTRUCTION 11601 11111shke Boulsvord. 11th F oor Losgo=ss. CaOlesslo 1748 Tiisphons 310 479 4456 Fixable 310 479 4463 [0.00 0 .011.00rt 10net S NOWT nt 0021151 Ci 41.1[000 diMati II( .000LCIII RAMO MO kalt0 111,1040.601 0001114 .10101 AL COM 000 00110.0 MIK 0.1•0 101.17.1aprik.. 000414fiLeatqa RegIstratIon No. Pe/2-Mir 6 c'e-cLel- + Oh: 4/q.3z-- erq4ei 0 ' SETBACK LINE PROPERTY LINE Consultants NORDSTROM 3 LEVELS Approvals/Phoss: Site Signage - Landscape Package 4/79/2007 Kay Plan: 11 8 lc A Petuil er A; 6=43- P1 -4 -411:e -e_ jp& L sty' SEE • 00•00488 O 0 0 O 00.08 46 SIGNAUZED j • INTERSECTIO I ; @SEE off, --cAt i • E.. / f&kka\k\\kkA e C,FNPRAI NCITF. FOR DETAILED INFORMATION OF WESTFIELD SITE ID e SIGN REFER TO SIGNAGE PACKAGE E"..) BY SQUARE PEG DESGIN peiz4?j, 5ce-cie4, §6 : 6er : 2- 14 CPENNEY TEIA. LEASE PARCEL 1 02 ACRES 30 CARS SEE PLANTERS PER LANDSCAPE DRAWING SEE L SIGNAUZED NTERSECTION STRANDER BOULEVARD FUTURE PAD SEE NOTE EXISTING TREES NOR TI -1 A A A A A A AA AA A AA A Sheet Me PROPOSED FREESTANDING SIGNAGE SITE PLAN Date 4.1•0? SEE 5/r PROPERTY LINE 1L.BACK LI 17 1 (EBAHAMA OREEZ C. SEE PARK WA NAUZTD 4TLRSEGTION �i vev► v7 uk Cr r vu ► "I rt va 131Lie s are actuctA s��i Se `k a& S. SIG'iA ZEP ultERSECT10t: T G SEE `Cr, .,. .c,. PROPERTY UNE T • t G' ►.� 6 lit al ANA 2 LEWIS v SEE o r - SEE SEE � .'•t SETBACK LINE ..���PROPERTY LINE NORDSTROM J ANKLE @SEE 5/ SEE 6r r SIGN u INIE TION rL !'- SEE�1 1� siGr;nuzE. ---.�_ IIITERSECTI ISEE \ alt. aniematialsa to FIRESTONE b Ma PLANTERS PER LANDSCAPE DRAWING FU TURE PAD SEE NOTE ii TOT meq: �1 N..4:--AlE u nIt NORTH 71 w.I\ .... IcY 404 EXISTINGTREES 1 • RAI NOTA leFOR DE IAILED INFOR%IA TION OF EL WESITID SITE ID ®SIG4 - REFER TO SIGNAGE PACKAGE BY SQUARE PEG S DESGN SEE SEE rt1 c nr, �Q Wald Southcenter erieio�n•�o�� WEsinaDDDESIGNEGGN & 11801 BadNvd nth Floor is Mares CaliforniaTelepe Y007S-1 310 honqe 445E vaceenlle 310 478 44E8 Q▪ OM.,=. .r wpm., on w =ren a▪ .u. i ::.ah wc,e: rca��^.�i.�iun Vi peM c: -g r @SEE C\ Pep-,.tex/.5 65: Oti-tee,,96 rq.i-: 21 47ea-A-A /5 6r 134 -CK- : 2(o' SEE SEE PROPERTY UNE ...PROPERTY LINE •ELEIACK—Ii_ NE 77/ PARfrevvA — A---9: - -- • - ---- . 1 - Ii - • . I I • . 2 ' i'''' ',..;,,`. - - - i- ------- - - - - -- - - - • • / (El 1BAHAMA ' : I 1 BREEZ9. 1 i.j 'I! I !---.:1) - "' • ,.. .,-,-; ' ! , -. UZED ••••"- ' / /...(1111, SEE ( r I —2 • r SIGNALIZED IN1ERSECT1ON _ Pe.emilb Z 6-Q 112 r ,,. , , ,.., T 0 SEE q\, SEE @, SEE Petzm : 5 c0, -c7-- + Ph : 4, 1,32 6c-rg43c-1 AKA marry/vs 2 LEWLS SETBACK LINE PROPERTY LINE NORDSTROM 3 LEVELS Weitfliki Southcenter 1121 111••••••••.= 1".11A1F0113 NESTF1ELD DESIGN & CONSTRUC110N 11801 write Bouloverd, 1181 Flea 1.aea, Callfornlo 90025-1748 11esphon• 310 478 4458 Focalml• 310 478 4488 MS ORM. •F. sun., ME PREPERIY Cr ME NECITECT HAT RP Et 4PROTP. VIIMOUT DE ARORIECTS PERIM. MO VNLESS REPRO:K. CAPJOES AROCECTS ME AL DERO. MO CND 1100211.49.31 ORAe0 FOR USE CH THE SPEWED RROXOT ORA MO V. WI RE USED DINEPAIsE 'MOW WT. KAviSSKA FACY ARCIVECT Registration No. Consultants Approyols/Phose: Site Signage - Landscape Package 4/19/2007 SEE SEE Key Plan: SIGNALIZE INTERSE u. l0.04 @SEE 6 05 -c2ce SOUTHCENTER PARKWAY ' -A- Pee_kit ir 6E43 -o -c6" r P 411- .19& e2A-i0 L 406 - -7Ps A- he194e:c: 2 -to' ! SIGNAUZED INTERSECTION . I 1 /I/ O 000•0088 O 66 0. 11:11 a a 0 0 00 0. MAIO' a a a a •• ••• • a a a 0, a 15. a ,v".• 01 SEE " l/,!;"2 FIRESTONE CPENNEF TBA LEASE PARCEL 02 ACRES 38 CAPS e (*INFRA! NOTF. FOR DETAILED • INFORMATION OF WESTFIELD SITE ID e SIGN — REFER TO SIGNAGE PACKAGE BY SQUARE PEG DESGIN Pe(z-m 11-74 5ce-a‘k.., 7-q 6er-6.4teK_: 2 4 SEE @, PLANTERS PER LANDSCAPE DRAWING SEEI L TORE PAD SEE NOTE No. Revision A A A A A AAA A A A Sheet Me PROPOSED FREESTANDING SIGNAGE SITE PLAN STRANDER BOULEVARD • • / 41> Job No. 1129 Dote 1•19•07 Scale 1,800 / r0 . z /1J- - 1 tli / - - . - . •-• Westfield Southcenter WESTFIELD SIGNAGE BUDGET (LIMIT 1200 SQ.FT.) Type Type Type Location Orientation Sides to Street Size Sq.Ft. Permit Notes? Number 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 (Does not count Wall Wall Wall Applied for Per Freestanding Freestanding 23 Entry Wall 24 Main Entry Wall SUB -TOTAL TOTAL LIMIT Surplus Area / (Over) Future 25 Monument Freestanding Cascade Garage - South Olympic Garage - West Olympic Garage - South AA1 Cheesecake Entrance - Strander AA1 Olive Garden Entrance - Strander AA1 JCP East Entrance - Andover AA2 Firestone Entrance - Andover AA2 Mervyn's East - Andover AA2 Bahama Breeze North - Tukwila Pwy AA1 Nordstrom West - Southcenter Pwy AA3 West Mall Entry (Nordstrom) AA3 North Mall Entry (Johnny Rockets) AA3 East Mall Entry (JCP) AA4 Main Entry Sign (7'h) AA6 JCP Bridge AA7 Cascade Garage - West AA7 Olympic Garage - East towards the 1200 SF limit) AA3 South-West Mall Entry (Sears) AA3 South -East Mall Entry (Racha) AA3 ? mit AA1 Bank of America Adjacent AA2 North - Freeway overpass "T" AA4 Main Entry Sign (8'-6"h) AA4 REMOVE Main Entry Sign (7'h) AA1 SW - Strander & Southcenter Pwy WF SCR Ext Sign Bgt 2008 07 09.xis Sheetl 7/9/2008 11:56 AM 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 110.00 1 side 110.00 1 side 110.00 2 sided 81.40 1 sided 40.70 1 sided 40.70 1 sided 24.66 2 sided 49.32 1 sided 24.66 1 sided 40.70 1 side 65.00 1 side 65.00 1 side 65.00 1 side 126.00 1 side 53.80 1 side 16.50 1 side 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 B S07-091 S07-091 S07-091 S08-044 S08-045 S08-045 S08-046 S08-047 S08-048 S08-048 W1 W2 W3 FS2 FS1 FS2 FS2 FS1 FS1 FS2 S08-049 W11 ' " S08 -049W ,7 06-42 S08-0.4 1/�l 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 24.6 219.50 (126.00) 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) 1 • • REQUEST FOR ADDITIONAL INFORMATION July 11, 2008 Mr. Josh Christensen Plumb Signs, Inc to 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 DATE: Tukwila, Washington 98188 206 431-3670 PERMIT NO. 5:f7R — OY, 06-0 06- 19- 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 RECEIVED 98409 (253) 473-33Y 19 2008) Address, City, State, Zlp 909 S. 28th St., Phone Tacoma, 98409 (253)473-332toMMUNITY NT 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 121 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 62 Is your sign a: [� Freestanding sign 15 or more feet in height EA 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: ,,4. 43 X 6 ,s4b.v.5 Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) ifD or x 4 .,3/4 AJ.5 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) X40 Sign illumination (intemal/external/none) AJT. 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 properly lines a distance equal to their height. Numberofsl.nfaces 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 a!! 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 Date ignature of owner or au, onzed :�.Q',,~�j Zoning: FOR OFFICE USE ONLY connie@plumbsigns.com josh@plumbsigns.com Email Address Planning review by: ❑ Denied ❑ Issued ❑ Issued with conditions Structural review required? 0 Yes 0 No Structural review by: 0 Denied P:\Planning Forms \ Applications \ 2007 Applications \ PermSign-12-07.doc ❑ Approved ❑ 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. -O'57 O •tQ.c:'g 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., Phone Of 19 20081 98409 (253)473-3A to NITY optata 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 ID Building elevations (for wall signs) Supporting structure and method of illumination One copy of valid Washington State contractor's license $125 application fee per sign See back of form for examples Is your sign a: [$ 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? CjitYes 0 No Wall 'S/ WALL SIGNS: 044 .7 x oue . ps/e.„tAs Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) 17 / a. „I/6 /5 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. ,t,, p Does wall sign weigh more than 400 pounds?(Y/N) or..) O Sign illumination (intemal/extemal/none) ,va,ug 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 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 Zoning: ignature of owner or au /`amor onzed1 FOR OFFICE USE ONLY Planning review by: 0 Denied ❑ Issued ❑ Issued with conditions Structural review required? ❑ Yes ❑ No Structural review by: 0 Denied 0 Approved ❑ 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. — o Lj -° DATE: LTJ • I ct • OB 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 R CEIYED 98409 (253)4733.i 9 2008 Phone 98409 ( 2 5 3 ) 473-3(ztIYIMUPNtEY phOENT 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 ID 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 r Is your sign a: LEI 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 .j Did building go through design review? 7 Yes 0 No Wall '40/ WALL SIGNS:• 4'4 4 X A, l .S./,S Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) ln..7 . X I 4 —4, 6 --us 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. ,..c10 Does wall sign weigh more than 400 pounds?(Y/N) Np Sign illumination (internal/extemal/none) /ti 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 sl. 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 josh@plumbsigns.com 5/12/08 Date gnature of owner or au Zoning: FOR OFFICE USE ONLY Email Address 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. 606 PERMANENT SIGN PERMIT APPLICATION Westfield Business Name Connie/Josh Applicant/Contact Please print 2800 Southcenter Parkway Address of Sign 909 S. 28th St., Tacoma, RECEIVEE Phone 98409 ( 253 )473-332fAY 1 9 200E Address, City, State, Zip Plumb Signs Inc. 909 S. 28th St., Contractor 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 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 $125 application fee per sign See back of form for examples irde Is your sign a: [$ Freestanding sign 15 or more feet in height Pole sign with face 30 square feet or more in area O WaII 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 ❑ No Wall • , WALL SIGNS: 4.4 y x / ../14-,4., Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) /,s—y0:y 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. ,VD Does wall sign weigh more than 400 pounds?(Y/N) 4/0 Sign illumination (Intemal/extemal/none) /A/7 - 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 Date Zoning: �.. _ ./fes.. • gnature of owner or au onzed .rQ'.�'!1 FOR OFFICE USE_ONLY Email Address Planning review by: ❑ Denied ❑ Issued ❑ Issued with conditions Structural review required? ❑ Yes ❑ No Structural review by: 0 Denied P:\Planning Forms\Applications\2007 Applications\PermSign-12-07.doc O Approved ❑ 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. o �-t 8, ot-qc, 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., Address, City, State, Zip 909 S. 28th St., Address, City, State, Zip Phone E CE! ll ED Tacoma, 98409 (253)473-3323 Phone MAY 1 9 20081 Tacoma, 98409 ( 253) 473-332`3oMMUNITY Phone DEVELOPMENT CHECKLIST 04 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 is Building elevations (for wall signs) Supporting structure and method of illumination 1 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 IA 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 appllcatlon 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 5 Did building go through design review? ® Yes 0 No Wall -‘,/ WALL SIGNS: #1 #2 #3. #4 Wall area (length x height) of the tenant space where the s!gn will be mounted? (square feet) Sign slze(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 (intemal/extemal/none) FREESTANDING SIGNS: 4 ,4. of Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. c.,..6,61 6 Height of building (feet). Generally, signs may not be higher than the building with which they are associated ,..30 1 Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area .•Z41 X 3 ...1/6-444.5 Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. I J" 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. , dr Number of sl, n faces INSPECTIONS • AQ ` : 42. — 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) 248-6630. 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. connie@plumbsigns.com josh@plumbsigns.com• 5/12/08 Date Zoning: tgna ure of owner or au o zed :rL) FOR OFFICE USE ONLY Email Address Planning review by: O Denied ❑ 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 0 Approved 0 Approved with conditions Revised on 12-07 way vi 1 unrrII l Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206 431-3670 PERMIT NO. C.- — - l '1 (7-(7- c75 (gr,oS 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 GOMMLNI EY 909 S. 28th St., Tacoma, 98409 (253)473 -Tum Address, 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 rag 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: 2 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). ❑ 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 .j" Did building go through design review? Yes ❑ No Wall 1/ WALL SIGNS: 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 ofLDR, MDR or HDR zones. //// Does wall sign weigh more than 400 pounds?(Y/N) Sign illumination (internal/extemal/none) FREESTANDING SIGNS: 4 j Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. ,4 o20D O Height of building (feet). Generally, signs may not be higher than the building with which they are associated .10 , Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area ‘10• 7 -'5Q -12-r-7' ° ,ll6j aligitilaff Sign height (feet -Inches). Structural review is required for signs 15 feet or more in height. eilbitJ.S , '.,Z 0 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.r � ' 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 inspectionsmust 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 Date ignature of owner or au Zoning: connie@plumbsigns.com josh@plumbsigns.com onzed :�Q', �J / 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 P:\Planning Forms\Applications\2007 Applications \ PermSign-12-07.doc 0 Approved 0 Approved with conditions Revised on 12-07 Napjogrfi-RIDglinc@iguting9 fnal 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 EXP RES' 1519 West Valley Highway North/Suite 101 Post Office Box 836/Auburn, WA 98071 253-833-7776 Fax 253-939-2168 10'-2" #4's lot 10'-8" PROVIDE SUPPORT FOR FRONT AND REAR ACRYLIC PANELS —J • SIGN, BY OTHERS +1-4 4-4 -t 4_' -- i.-_• 1-t..4.4- -+. I-1- ► —4 �--- - 411 H 4 • - ed I. a•F 9 . '° C a 41.4} .• 1 . J :e f -• e - { e . .6 • .1 1 . 1 4_ - t.•e 1-1 4 . b . d .I . I. . _ d 1-� e a �e •. - .. - r I_ -1414 • " I P 1 .a_ J • a- " - I 1 •• 1 . .1 -F. C d -.d• . i . 1 _ # -I P 1. I. I_ 4. I {e"11 I e 1.-14 -.%C I 'e . . d 4. : 1 4.1 1 9.1 .1 a. • 1 •i� " -I• " . I r.I .1 ,-- r 1d 1 . -• 4'1• -1 14 .11- 1-P 1 e .e 1 `1 •11' 1- G 1. 1 1 •1 1. F • 11. 1•$. Tei •-1 1 e rl 1.1,e11 s•1• JJ F l 1 41 - 1 C •:1• 1-I-•I.1s U U U- r 7 - IJ l.! _ 6 I .F : C. 1 8 it U 6 tJ " U LJ . tJ J u "A' 4 • .• 2'-7" MIN 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. 2'-0" I (_ _ a :. a: _ a •. ee e- e F ' 0 '. •® e.Q a Qe O Q -" -QQ - e - Q- //�e.0 d. 0 - de• :O. 6.. O- ... `':0. 4r • • /_ B- O .a -8- V e• 11' 6" 3" f CLR 3" FUR r 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) #4's Q awe d•'� _ Q'� - Q d 8 e a a' -i- 49 •• - - e• - •• _ . •.•- 4 .e- • (8) 2.50 OD x 0.500 WALL 6061—T6 ALUMINUM TUBES (9) 2.00 tOD 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: V= Z9 = a= Z,in= c= B= ewe = aave _ bave = 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 10.17 FT 10.67 FT 6.11 FT Ar -top = 27.74 FT2 qh = 0.00256KhictKaV21W Kn = Kzt = Kd= qn = 0.85 1.0 0.85 11.6 LBIFT2 Gust Factor G = 0.925(1+1.7golIQ)/(1+1.7g„lz) Intensity of Turbulence: Equivalent height of structure: IZ = 0.228 90 = 9Y zdve = Background Response: Q = Rigid Gust Factor G Clearance Ratio: Height51gJ Heightn„a, Aspect Ratio: Widths;gn/Heightsign= Net Force Coefficient: Cr = Design Wind Force: F = gnGC,14 = Overtuming Moment: 3.40 3.40 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 5/1/2008 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, WA 98001 Bottom Sign: Height: Width: Point of Wind Load Application: Height of Top of Sign Above Grade: Ar -bottom = 31.24 FT` Velocitv Pressure: qh = 0.00256KhKziKdV2IW Exposure Coefficient: Kh = 0.849 Ka = 1 Kd = 0.85 qh = 11.6 LB/FT` Gust Factor. G = 0.925(1+1.7g0IZQ)/(1+1.7g„I=) Intensity of Turbulence: I = 0.228 10.17 FT 10.67 FT 3.81 FT 10.17 FT go = 9v= structure: zo„e = Background Response: Q = Iave = Rigid Gust Factor. G = Clearance Ratio: Height4„/Height1= Aspect Ratio: dth ,/Heightstt„= Net Force Coefficient: Cf = Design Wind Force: F = ghGCsAf = 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/(S1*b) = Nonconstrained Depth of Footing: 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 6.5.7.2 & 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 6-20 300 PSF/FT IBC TABLE 1804.2 Combined Footing? Yes or No? d2 = 425[My/(S3b)] b= S, = S3= • A= d= 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 Empai32 gumilm@atilogo0 60 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 Ge049 - ALCSrc--VELi7 S(1 NI i'8511T� 1kitPT SHEET NO OF 4F -P DATE DATE CALCULATED BY CHECKED BY SCALE AAL _ YLt 1;1t1Fts Aw ; 1-76 SuSPares ; ' ,1 (3) 2' DEsier LAE ? N4 =(O K�('i : =r) = 0.734 k. r- .&LL Er) act -70m Mazaws (� 2$'c x O.o WALL -� 3� ®» x 0. ' ^ o,7+62) 3� FQ'2ToyAL DEst4 41,cog M G ,9-`44</Fr V(= O,a70 a'ours: (7). 11 0.784) k• 18.0 kw 1114 = 0.(106IND 3 S = 3(0.537// _ .1.61. IAfr ,2,52.,i\13 (? Q.gQMJ3 AutmuuuNTaiEs AutrliAitukii 1 u.a.=s SEXoi M0 FALL -U-5 T 3V -tic) N MattkuAs 1=v2 0,250 l -t t = 7(c).3.7-)-1-(40,106 IAlt -� _ (52-411(12)— 2-41 (12) _ 5,7,2 tcz1 11,0 enptp-R.E.E=101.4, yt2s -E Ky-Y(Z/"/F) 11,0 IN3 al-tgIN3 Ofc IM -relCu5 = 3.49 IA13 F = I'f (4) _ 1&,7 5:72 -Ks 16 3. a t •. 01,4, n PRnfu(T707 8'-2" #4's u u PIPES STUBBED 1)i" INTO CABINET AND WELDED TO CAPS AT TOP AND BOTTOM OF CABINET FRAME (TYP) r, SIGN, BY OTHERS 2'-3' MIN G a 4 el . 4-4 —: ++ _ t --P ---r -4-,� 74- -414 —1'1._ 1-1-E--44:L1-4-a-, • .. I 1 d 1 -a f .a 4 - .1- 1 -r • . : .t1 4 - A. 4 1 1.1 . •14- - 1 41 44"•a '141 4 4 ••s(-1 • b: • 4 ( 1 ! I 1°- 1 '1 1 • t 4" 1 1 :I 4 .I - a i 1 4. - -F' 1 141 -11 d 4- • 4 1 •- 11.4 1- -1 I-.1 1.. :1 • 1 ' 1'l• •P-1 1 -Fl: •.1 ,jj19 - 1 I 4 - 11 Id .1 '" 1 1 d' -1 I' -I I•• -Pr• $ _ s 1. 4$ 1-•- -"1--4 .e : 1.4 - 'id.. -1. 11 • 1 - 4 i' 1 1 ki 11_ LJ •e.l"4. hJ_ .e Le a -1l •L1a .t-1-.- 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. 2'–O" aoa . e d cie " •a.. O. . 0 4-. 4 -I I " I a �i u4" _u-_- LPu #4's 3' CLR 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 d 4 - . 4 .4 O a .ct • b Oad da. 4- O a 4 —,- — - r- 4 (7) 2.50 OD x 0.250 WALL 6061—T6 ALUMINUM TUBES (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. zg = 900 FT ASCE 7-05 TABLE 6-2 Power Law Exponent: CC= 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 e = 500 FT ASCE 7-05 TABLE 6-2 Integral Length Scale Exponent Ears = 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. ba1e = 0.65 ASCE 7-02 TABLE 6-2 Period Coefficient G = 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 = 0.10 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: Al 0 = 37.86 FT2 Velocity Pressure: qn = 0.00256KhicKdV2IW Exposure Coefficient: Kn = 0.85 ASCE 7-05 TABLE 6-3, NOTE 2 Kit = 1.0 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 Kd = 0.85 ASCE 7-05 TABLE 6-4 qn = 11.6 L61Ff2 Gust Factor. G = 0.925(1+1.7gaizQ)/(1+1.7g„1J Intensity of Turbulence: IZ = 0228 gQ = 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: zaMe = 15.0 Background Response: Q = 0.961 Lave =` 427.1 Rigid Gust Factor. G = 0.905 Clearance Ratio: Heights,g„ JHeight = 1.000 Aspect Ratio: Widths;g„ IHeights;g„ = 1.064 Net Force Coefficient: Cf = 1.57 Design Wind Force: F = gnGCrAf = 624.3 LB Overturning Moment 2746 LB -FT HEIGHT OF RESULTANT FORCE: 4.40 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 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 = 2.34`F/(S,*b) = Nonconstrained Depth of Footing: b= S3= A= d= 300 PSFIFT IBC TABLE 18042 Combined Footing? Yes or No? d2 = 425[MgI(S3b)1 Yes Rectangular 9.50 FT 2.00 FT 9.71 FT 219.1 PSF 6572 PSF 0.69 2.19 FT (4 Long Dimension Parallel with Sign Job No. 08049 4/29/2008 EMED®fril MID 11[1® utEgo Uu 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 SHEET NO OF DATE' 40/0S CALCULATED BY CHECKED BY DATE SCALE AFP Sic- Adz. Auz-i 60,41-7-6, agptozrs: (0 2.14a Aut.m,,,LiAmTCLees Au4.,-1 X114 LCA = 2.774& k•pr V=Q,f2'IK r=13.5ksi(4)=98.01.< M 274614, Ft' (12-4r Rre ,+E nE.crioLt Mo.u.uS 78.40rc�i �n TAY 1g. WALL (6) 2.5o op x O.250 wALI- tba te 5 0,5,37(0 _3.2Z1&j3 = O.RoG(Q — 5,43 rm' —1;rrt. 651143 - ' 4 _ .2.746 g• FIr Cz'"ir-) - 3:8�' Ecs1 6, c,S 1n13 .125► _ 45 , Oj25o,u D.8�51� �,� 1.133.x,3 r. OK. F_���3)=18,7►<Sl (>S.Ki n OD0111 irT 9(17 4'x4'xr HK ALUMINUM ANGLE 12-0' ."1\WX.7.4 Apr S-3' LIM t. SIGN, BY OTHERS STONE, BY V OTHERS r I• I USE 4043 FILER WRE FOR YIELDS 2 -6x2 -G___ II' BAR 1 25. (8) 3e0 x GALVANIZED A307 STEEL J -BOLTS VIM NUTS AND WASHERS 4'x4'xJ 1HK 26'xi1'xX+'THK ALUMINUM ANGLE 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: 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: V= 1w = z9= a= = c= P,= = aave = b _ G= x= Ta = 85 MPH C 0.87 12 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 0.13 SEC 2 FT 1.78 FT 11.00 FT Arlo', = 3.6 FT2 qh = 0.00256KnKeKdV21„ Kh = 0.85 K2= 1.0 Kd = 0.85 (In = 11.6 LB/FT2 G = 0.925(1+1.7g0ILQ)I(1+1.7gvt,J Iz= g0 = 9v = Equivalent height of structure: za1e = Background Response: Q = Lzave = Rigid Gust Factor. G = Clearance Ratio: Height5;9,ti/Height = Aspect Ratio: Wrdths;g„IHeight„= Net Force Coefficient: Cr = Design Wind Force: F = gnGCfAf = Overturning Moment 0.228 3.40 3.40 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, Aubum, 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 At -bottom = 22.5 F` Velocity Pressure: qh = 0.00256K„K(KdV21„ Exposure Coefficient: Kh = 0.849 Ka= 1 Ka = 0.85 qn = 11.6 LB/FT` Gust Factor. G = 0.925(1+1.7gol2Q)/(1+1.7gvlz) Intensity of Turbulence: Iz = 0228 go = = Equivalent height of structure: z01e = Background Response: Q = Lz ave = Rigid Gust Factor. G = Clearance Ratio: HeightsigntHeightma,= Aspect Ratio: Widthsien/Heights;y„= Net Force Coefficient: Cr = Design Wind Force: 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 3.40 ASCE 7-05 Section 6.5.8.1 3.40 ASCE 7-05 Section 6.5.8.1 15 0.968 427.1 0.908 0.225 0.225 1.85 F = ghGCfAf = 438.9 LB 2195 LB -FT 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 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 Constrained Depth of Footing: Combined Footing? Yes or No? CONSTRAINED: d2 = 425[M91(S3b)) Combined Footing? Yes Shape of Footing: Square Length: 2.50 FT Width: 2.50 FT b= 3.54 FT Allowable Lateral Pressure: S1 = 317.0 PSF S3= 951.0 PSF A = 2.34'F1(S1'b) = A = 1.06 Nonconstrained Depth of / t, Footing: d = 3.17 FT L 51— 3 Job No. 08049 4/3012008 Q�]�° E l5 fel �° (�1 gg� fel �,° 9 OE@D JOB 0 � �v S1'ri �i � 51C�r,1 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL SHEET NO OF ,j� / CALCULATED BY ASP DATE " r/ l5 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 CHECKED BY DATE 253-833-7776 Fax 253-939-2168 SCALE RYAS OF S1~VDI4 _S__141N1 Aat > Tfz y (2) 4 Kt -1,x% °TIAK- s y1.E.g T = 4:671,44,7 14048 DE31 c N Lopc s M . 2,47412- k, Fr II V - 0,50 K. TE►�,s«r�e � M "— _ 2..6442_ (• F1' _612 -"*IF ) 11,03 1451 S (2-V. G443) (11 Ks') = i4 (6st (> 11,0 Ks, D) F rzi€5s 914 F_-4(Tzks►) /6 Ks( (?11.0 k5, .4. ®k) WI AID WEA SREArt Rawtao _ 1,e4 -5w WIN 4043 P, 2 STR� rtd (0,707)(4 "1(8,,,,y5 Ks = 7, o8 K (6, Z4.K .: ot> D PRODUCT 207 Rupert Engineering, Inc. 1519 West Valley Highway North, Suite 101 Aubum, WA 98002 Anchorage Strength Design Calculations: Project: Westfield Sign Foundations, Sign AB1 REI Job #08049 Given: Bolt Type: 5/8" i A307 J Bolts Outside Diameter of Anchor: da := 8� hef := 12 it Effective Anchor Embedment Depth: Smallest Edge Distance: cmin :=3.0 it Number of Bolts Resisting Tension Force: ntension Number of Bolts Resisting Shear Force: shear Effective Cross-sectional Area of BoltAse (da 2' Ase = 0307in2 Specified Tensile Strength of Anchor Steel: 4/29108 0.9743 \2 for threaded bo ts, A5e = 4 • f do , where nt = threadsfinch 4 nt Ibf1 Specified Compressive Strength of Concrete: fprime.c 2500— i2. n Factored Tension Load: N 2942 12Ib N„ = 78453Ibf 4.5 Factored Shear Load: Vu 1r507I1; Tensile Strength: oNn = minimum calculated value of ONS, 4Nct3 or ONcbg, & Npn Nominal Anchor Strength, N , Ns ntension 6900 Ib Table 72, AISC SteelConstrudion Manua Ns.max ntension'Ase'fut Ns.max = 41417.5 Ibf Ns := min (Ns , Ns.max) Ns = 20700 Ibf ' Ns 0.71 • Ns Ns = 15525 lbf Nominal Concrete Breakout Strength, Nr}, or N,bgi AN Nominal Strength = ANo W1 W2 W3 Nb Limited Effective Anchor Length: Projected Failure Surface Area: Projected Failure Surface Area of a Single Anchor. Coefficient for Basic Breakout Strength in Tension: Basic Concrete Breakout Strength in Tension: het prime := max 1.5 ' 3 , AN 30in"300 " I9.5in 4.7in\ AN = 900 int hef.prime = 13 in (The base of the rectilinear geometrical figure that results from :_ 9hef prime projecting the failure surface ..,.,W outward 1.5hef from the centerlines ANo = 1521 int of the anchor) k := 24 (24 for cast -in anchors; 17 for post -installed anchors) Nb = Nb k•/2500.131' Nb = 56246.6 Eccentricity of normal force on a group of anchors: _eprime N _ 9 (valid for e'N < s/2) Eccentricity Modification Factor Edge Distance Modification Factor. Cracking Modification Factor: Nominal Concrete Breakout Strength: 'ifec.N if 'pec. N = 1 ti`ed.N = if Wed.N =11 eprime.N' 0 1 2eprime. N I+ 3het i _ c min cmin < 1.5hef, 0.7 + 0.3. 1.5hef� ,I N := 1.29 (1.25 for cast -in anchors; 1.4 for post -installed anchors; 1.0 where analysis indicates cracking at service bad levels) AN Ncb :_ 'I`ec.N"Ved.N"k'c.N"Nb ANo Ncb = 31201.9 Ncb 0.79, +Ncb Ncb-Ibf = 3281251bf Nominal Pullout Strength, Npr. Distance from the Inner Surface of a J -bolt to , the outer tip of the J -bolt: eh _ 12 i Np := 0.9fprime.c'eh'da Np = 16875 Ibf �Np °•7 Np Np = 11812.5 Ibf 41Nn := min (4Ns'Nss, Ncb"Ncb'Ibf,ntension'4)Np'Np) (1)Nn = 15525 Ibf C? 7,845 ser •'• OK\ Shear Strength: 4 Vn = minimum calculated value of (Vs, (I)Vcb or (1Vcbg, & (1)Vcp Nominal Anchor Strength, Vs: V r . nshear 3680Ibl Vsmax 0 6 ASe•1 Vs := min (Vs ,Vsmax) Vs = 29440 Ibf (I)Vs 0.65 (1)Vs'Vs = 191361bf Nominal Concrete Breakout Strength, Vcb or Vcbg: Distance from the center of an anchor shaft to the edge of concrete in the direction of the shear force: Projected Concrete Failure Area of an Anchor or Group of Anchors: := 10.5irl AVc:= 30in•1 5ca1 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 in2 Load Bearing Length of Anchor for Shear. 1 := 121r le= 12 in Basic Concrete Shear Breakout Strength: Eccentricly 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. Vb = 17000.1 eprimeV.._ it Tec.V if 1 eprime.V' 0 ,1 2eprime.V 1+ 3•cat � 1.00 Wec.V = Distance from Center of an Anchor Shaft to the Edge of Concrete in the Direction Orthogonal to c1: Edge Distance Modification Factor. 'I'ed.V = 0.76 Cracking Modification Factor: 'c V: i 4 analysis indicates no cracking at service Toads Member Height Modification Factor. Nominal Concrete Breakout Strength in Shear of a Single Anchor (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.) 39in 1 5ca.l 'I'h.V := if ha < I.Sca1, Wh.V = 1.00 AVc Vcb A -Wec.V'v'ed.V''lic.V'Wh.V'Vb Vco ,1 ha Vcb = 17162 4Vcb= +0 Shear Strength of Groupof Anchors OVcb.Vcb'Ibf = 12013.4Ibf Concrete Prvout Strength. Vcp: Pryout Strength Coefficient Nominal Concrete Pryout Strength: Total Factored Pryout Strength for Anchor Group: (1)Vn := min (Vs•Vs, (1)Vcb`Vcb•ibf, OVcp•Vcp•Ibf) 4Vn=12013.4Ibf (.> scr7 133F •••2) Tensile and Shear Force Interaction: Vu = 507 Ibf 0.2.4 Vn = 2402.7 Ibf Nu = 7845.3 Ibf > 0.2.01n = 31051bf Nu Vu = 0.548 < 1.2 4 Nn 4 Vn kcp := if(hef < 2.51n, 1.0, 2.0) ''shear Vcp := kcp.Ncb ''tension Vcp = 166410.1 �Vcp: 079 OVcp•Vcp•Ibf = 1164871bf .c Iab rEn tM oke J -Bolt Development Length Worksheet Project Name: Westfield Sign Foundations, Sign AB1 Job Number: 08049 Design Based on ACI 318 fy:= 4000 a ic y•= 0 c =235n db _5 fe := 25011 8 := 1 .0 A, :-= .q Ktr -= - • (c+Ktr c Ktr x:= if > 2.5,2.5, db db Id ••= 3 fY a -13-Y• X \ 40 Fx e 'hook 8'db 'hook db I := 0.75 ir p tgrout - twasher 0• I tout •— — IIn !vert := Id + tpl tgrout twasher tnut± 1•5In Ivert •_ 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 CONDI11ON& 10'-63 [In / 2'-9' MIN 1-4.-.a. 14-1;.1I if r ri i .1 -i i`t .t 1 i '.1 1.1 r r t 'I 1.1.1 . -I -1 'E I- l .' -1. a•P 1-11 f i 1 1.1.,.' r 1rl ..r . -• -•P t•1 :1 -1i%.1 1-1.1-._' - • tt1 1.? 11.�t� 1•'tl 1"1� uis cy t_J IJ- : ' (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. (TW) 4) 2.5'4 SCH 80 6061—T6 ALUMINUM PIPES RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, WA 98001 PROJECT NAME: WESTFIELD 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: 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: V = 85 MPH C Iw = 0.87 10.54 FT zg = 900 FT a = 9.5 zeta, = 15 FT c = 0.2 = 500 FT Eave = 020 aave = 0.15 bave = 0.65 Ct = 0.02 x = 0.75 Ta = 0.12 SEC 10.54 FT 3.67 FT 5.20 FT Ar -tee = 24.48 FT2 qh = 0.00256KhKnKdV2IW Kh= Kit = Kd= • qh = 0.85 1.0 0.85 11.6 1-13/FT2 G = 0.925(1+1.7g0IZQ)/(1+1.7g„I ) 0.228 3.40 3.40 Zave = Background Response: Q = Lave = Rigid Gust Factor. G = Clearance Ratio: Height ,/Heightthat= Aspect Ratio: WidthB,p/Heightsjgn = Net Force Coefficient: Cr = Design Wind Force: F = ghGCfAr = Overtuming Moment: HEIGHT OF RESULTANT FORCE: 15.0 0.965 427.1 0.907 1.000 0.348 1.6 412.3 LB 2361 LB -Fr 5.73 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 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 - ASCE 7-02 TABLE 6-2 ASCE 7-05 Table 12.8-2 ASCE 7-05 Table 12.8-2 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 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[M9/(S3b)] 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 = 272.6 PSF S3 = 817.8 PSF A = 2.34*F/(Si*b) = A = 0.83 Nonconstrained Depth of Footing: d = 2.73 FT 27_qZ/ QKl Job No. 08049 51112008 a nE ®UC tluD®®h j Dm®. 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 050461 — 1/moi =mac ='9 rr % Z %nI ha11oV1�.)'T'maS SHEET NO AEP OF CALCULATED BY AEP DATE sii/Dis CHECKED BY DATE SCALE 7 61611) Ac1(e : t..Zrnots p. aasysK_ L = 10,5-t3 Q, =to 3 - 5.76" _ 4784 i_='1©7to K51 Z = ,z.t(©,1R9 0,44) -►- 3 (0,537 itti 2 (0,3545��.7�'xrzr^►l�)' �l ! l .4,0,57) +'T n, 6z.1 FC) 600 ;too ts(2.4ti !ND 10,544162* 8s,T 2,41 ►N4 &Mag 3.60 ml Fob - 150 10 5 f II�''M/Fl = 0• �'1nt „.„, 3.6c411/4) (2,4tiali) = 10.3 //v4 T R,t (4) Alm g0 Aw,M . P► pas () : 2;"rgiD ?15 _ (Lit qL, J +6(a2,6e,d6 = f0,3 IN"? REv isED11r11tmo P. 0,4121c CZ. _ 16,54 - 5,21 _ 5,341 N C�l o, � �s(1 ,3r 0.e,151N1 -r _ 15s • 014 - " q) -f- s.3.tj(iz' D PRODUCT 207 -1 14'-O 2 11115 SGN FOUNOAnON ANALYSIS IS BASED ON SOE BEARING PRESSURES TAKEN FROM THE RECOI IENDATIONS MADE IN GEOTECHNICAL REPORT X21-1-20189-004 PREPARED BY SHANNON & WILSON ON 10/27/05. IF SITE CONDITIONS DIFFER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SD THAT THE ANALYSIS MAY BE UPDATED TO MEET ACTUAL SITE CONDITIONS. 5'0 SCH 40 6061-T5 ALUMINUM PIPES (0.258' WALL) OR 4'SO x 0.375 WALL 6061-T5 ALUMINUM TUBES 3.-6-1614 2'-0' 1'-6' 1' APPLY EPDXY PAINT TO • ALUMINUM TUBES TO *; *PREVENT CORROSIVE .. • - INIERACR(UN BETWEEN ►-- .' i ALUMINUM AND 3, • CONCRETE CAP : I4 a l_C� BOTTOM alum AND APPLY PAINT 0R PAINT f1 TUEE PLSDE AND 2'-0' t OUTSDE (TW) RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, 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. Period Coefficient Period Coefficient: Approximate Fundamental Period: V= Jw = Zg= a= Zmin = c= 85 MPH C 0.87 14 FT 900 FT 9.5 i5 FT 0.2 1= 500 FT Eave = «ave= bays = G= x= Ta = DESIGN LOADS: Top Sign: Height: Width: Point of Wind Load Application: Sign Area: At -top = Velocity Pressure: Exposure Coefficient: 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 0.14 SEC 14 FT 2.88 FT 8.20 FT 21.33 FT2 qh = 0.00256KhKaKdV21,,,, Kh = 0.85 Kzi= 1.0 Ka = 0.85 qh = 11.6 LB/FT2 Gust Factor. G = 0.925(1+1.7g0I Q)/(1+1.7g„I) Intensity of Turbulence: I= = 0.228 Equivalent height of structure: Background Response: ga = 3.40 g„ = 3.40 Zave = Q= Lz ave = Rigid Gust Factor. G Clearance Ratio: Height,ig„ /Heights = Aspect Ratio: Widths;g„/Heightsign= Net Force Coefficient: Design Wind Force: Overturning Moment HEIGHT OF RESULTANT FORCE: Cf = F = ghGCf = 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 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 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/(Si*b) = A = 0.89 Nonconstrained Depth of Footing: d = 3.42 FT Job No. 08049 5/1/2008 G3aopOm®Gultlig, Dm. 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 08c-14- \ 4_6—F1 s -Li seri m,cm-, SHEET NO AEP OF ,t� CALCULATED BY t'+Er DATE �/2A/ CHECKED BY DATE SCALE 51CN AFI. Ad-bY : 6061 -TG u,PPorri-5'0541t:= 1719 5 °0. -' sGvi, 0,375 WA'J _ Vutm, 7t SE 5T lams> M =165 K., r .- V=o:16sK RottAL.0 F =13,Sicst (4): _X8.0 1: TUBE ug. =ocr MoD/LL F 145 k• xr(li IN/; -r) tiezi = IN 5 VM.11PE ?7,.&.45/A:(../.10 5 Tu.3 AilL1/3)‘ 147-Rsi #4 O, 351 = M = 1-(,5k.Ft-,(-2!"'`F6. 3.28 ) (<14.7W41 dlL) 6.0Z,ni3 .—. CQMPRl~5! 04; Rott.uo '7tca�. . Rb _ .2.651 = 10.3 aipAR:c. 'iLcS� mac,= j2. j'is _ /6 ksi (>3qci = p/(3) =18.7 K51 /> 445 (►z C 5,13 T ...(ariNsk) 0.67' = a;1 K • Fr Tr (0,18 x, Fr�(0z/^�/Pr)(1,2s3t�� `Rom 0,�13.Ka� 0 <30..a w4 17.q H‘44 3,631. • D PRODUCT207 I dpan E cp riuD®GuilEgo Eh @ 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 08r4q — Esr F)Eu Si(^� F/5IAC.oArric5OS SHEET NO OF h�,., / Q T �' DATE5/I/�8 «r CALCULATED BY CHECKED BY DATE SCALE 31ei,\I AF(Co)‘r. r.)E FL-Ecno4: EZ P- 1'I5.`1 u3 L_ Q. /4.0 - q,7p' _ ,z2' E - /01 /00 KZ1 1r44 d/(1.1514._, 14 -422.1 PA) I? 24140 ) el I61 Fr) IN 4*46 6 (90,100; 0 1.318a`0 9. 78 rim (EIVE. 150 ' 14,0'(12'Klpr = 1f w b ro `Ra Z - �(L_Q�t (21-+a) (o.'t,i_5 f 4,�sY12_1 � l -Z 2 4,,o' + `fzz' 62,11,1fprJ 6.6o, r oo ns,y1.1 Zi ) REVISED11113I s— M _ 1:6 ,FT' 61)= /4-8.21= 5.8' _ (0,085/. 8, (z -,"/Fr) \ rac 6/to a n ' ,� g2)0,6+ 5.e)- �ti IN/Fr) l /lo1)(15,Z.IN ) p 1Q fr. I1(12.) Z12(IP / .. E 0,7/ � 15,z.1.DIn1 FOAL q iISCa.. X 0,37s WALL_ ,� =12.0 UMC 0,79 - TZ 160 (> 7so J D PRODUCT 207 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 1 S r in.3 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 VI -28 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.= lb/ft Section Properties I S r in.' 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 3.64 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 Wa11 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. Axis x -x. y -y Axis z -z Designation 1x Sx rx L d x b x t Weight Area r1 r. 1,. Sy ry x, y 1z r, in. in. in. lb/ft in.' in. in. in.° in. in. in. in.° in. L 1.5 x 1.5 x 0.125 0.43 0.36 0.188 0.125 0.074 0.068 0.45 0.41 0.031 0.29 L 1.5 x 1.5 x 0.25 0.81 0.69 0.188 0.125 0.135 0.130 0.44 0.46 0.057 0.29 L 1.75 x 1.75 x 0.125 0.58 0.42 0.188 0.125 0.121 0.094 0.53 0.47 0.050 0.34 L 1.75 x 1.75 x 0.250 0.96 0.81 0.188. 0.125 0.223 0.181 0.52 0.52 0.093 0.34 L 1.75 x 1.75 x 0.375 1.38 1.17 0.188 0.125 0.306 0.259 0.51 0.57 0.134 0.34 L 2 x 2 x 0.125 0.57 0.49 0.250 0.125 0.18 0.13 0.61 0.53 0.08 0.40 L 2 x 2 x 0.250 1.11 0.94 0.250 0.125 0.34 0.24 0.60 0.58 0.14 0.39 L 2 x 2 x 0.375 1.59 1.37 0.250 0.125 0.47 0.35 0.59 0.63 0.20 0.39 L 2.5 x 2.5 x 0.125 0.72 0.62 0.25 0.125 0.37 0.20 0.77 0.65 0.15 0.50 L 2.5 x 2.5 x 0.250 1.40 1.19 0.25 0.125 0.69 0.39 0.76 0.71 0.29 0.49 L 2.5 x 2.5 x 0.375 2.05 1.71 0.25 0.125 0.98 0.56 0.75 0.76 0.41 0.48 L 2.5 x 2.5 x 0.500 2.65 2.26 0.25 0.125 1.22 0.72 0.73 0.80 0.53 0.48 L 3 x 3 x 0.250 1.68 1.43 0.313 0.25 1.18 0.54 0.91 0.82 0.49 0.58 L 3 x 3 x 0.375 2.47 2.10 0.313 0.25 1.70 0.80 0.90 0.87 0.70 0.58 L 3 x 3 x 0.500 3.23 2.77 0.313 0.25 2.16 1.04 0.89 0.92 0.91 0.58 L 3 x 3 x 0.625 3.94 3.35 0.313 0.25 2.57 1.26 0.88 0.97 1.12 0.58 L 3.5 x 3.5 x 0.250 1.99 1.69 0.375 0.25 1.93 0.76 1.07 0.94 0.80 0.69 L 3.5 x 3.5 x 0.313 2.46 2.09 0.375 0.25 2.37 0.94 1.06 0.97 0.98 0.68 L 3.5 x. 3.5 x 0.375 2.93 2.49 0.375 0.25 2.79 1.11 1.06 1.00 1.15 0.68 L 3.5 x 3.5 x 0.438 3.38 2.87 0.375 0.25 3.18 1.28 1.05 1.02 1.32 0.68 L 3.5 x 3.5 x 0.500 3.83 3.25 0.375 0.25 3.56 1.45 1.05 1.05 1.49 0.68 L 3.5 x 3.5 x 0.563 4.26 3.62 0.375 0.25 3.92 1.61 1.04 1.07 1.65 0.67 L 3.5 x 3.5 x 0.625 4.68 3.99 0.375 0.25 4.26 1.77 1.03 1.09 1.81 0.67 L 4 x 4 x 0.250 2.28 1.94 0.375 0.25 2.94 1.00 1.23 1.07 1.21 0.79 L 4 x 4 x 0.313 2.83 2.41 0.375 0.25 3.61 1.24 1.23 1.10 1.48 0.78 L 4 x 4 x 0.375 3.38 2.86 0.375 0.25 4.26 1.48 1.22 1.12 1.75 0.78 L 4 x 4 x 0.438 3.90 3.31 0.375 0.25 4.87 1.71 1.21 1.15 2.01 0.78 L 4 x 4 x 0.500 4.41 3.75 0.375 0.25 5.46 1.93 1.21 1.17 2.26 0.78 L 4 x 4 x 0.563 4.92 4.18 0.375 0.25 6.02 2.15 1.20 1.20 2.51 0.77 L 4 x 4 x 0.625 5.42 4.61 0.375 0.25 6.56 2.36 1.19 1.22 2.76 0.77 L 4 x 4 x 0.688 5.92 5.03 0.375 0.25 7.08 2.57 1.19 1.24 3.00 0.77 L 4 x 4 x 0.750 6.40 5.44 0.375 0.25 7.57 2.77 1.18 1.26 3.25 0.77 L 5 x 5 x 0.375 4.28 3.60 0.5 0.375. 8.37 2.30 1.52 1.36 3.44 0.98 L 5 x 5 x 0.438 4.91 4.12 0.5 0.375 9.65 2.67 1.52 1.38 3.96 0.97 L 5 x 5 x 0.500 5.58 4.74 0.5 0.375 10.9 3.03 1.52 1.41 4.47 0.97 L 5 x 5 x 0.563 6.23 5.30 0.5 0.375 12.1 3.39 1.51 1.43 4.97 0.97 L 5 x 5 x 0.625 6.88 5.85 0.5 0.375 . 13.2 3.73 1.50 1.46 5.47 0.97 L 5 x 5 x 0.688 7.51 6.40 0.5 0.375 14.3 4.07 1.50 1.48 5.96 0.97 L 5 x 5 x 0.750 8.15 6.93 0.5 0.375 15.4 4.41 1.49 1.51 6.44 0.96 L 6 x 6 x 0.375 5.12 4.35 0.5 0.375 14.9 3.38 1.85 1.60 6.07 1.18 L 6 x 6 x 0.438 5.94 5.05 0.5 0.375 17.2 3.93 1.84 1.63 7.01 1.18 L 6 x 6 x 0.500 6.75 5.74 0.5 0.375 19.4 4.46 1.84 1.66 7.92 1.17 L 6 x 6 x 0.563 7.56 6.43 0.5 0.375 21.5 4.99 1.83 1.68 8.82 1.17 L 6 x 6 x 0.625 8.35 7.10 0.5 0.375 23.6 5.51 1.82 1.71 9.70 1.17 L 6 x 6 x0.688 9.14 7.77 0.5 0.375 25.7 6.02 1.82 1.73 10.6 1.17 L 6 x 6 x 0.750 9.91 8.43 0.5 0.375 27.6 6.52 1.81 1.76 11.4 1.16 L 8 x 8 x 0.500 9.14 7.77 0.625 0.375 47.7 8.16 2.48 2.15 19.5 1.58 L 8 x 8 x 0.750 13.5 11.5 0.625 0.375 68.9 12.0 2.45 2.26 28.2 1.57 L 8 x 8 x 1.00 17.7 15.0 0.625 0.375 88.1 15.6 2.42 2.35 36.5 1.56 January 2000 VI -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.= 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 23 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 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 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 in) Axis x -x, y -y 1,. Iy S„ Sy r„ ry J in.° in.3 in. in.° 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 2.5 SQ x .250 Wall 2.04 1.73 2.65 2.25 1.56 1.24 1.92 1.54 0.95 2.32 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 VI -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. AEP Date: 28 -Apr Project# 08049 Subject 4x4x1/4thk Angle @ 45 deg. Checker. Date: 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) = 0.000 deg X -dim = 2.902 in A = 1.94 in"2) 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 inA3 lyo = 1.2 in"4 Sy(right)= 0.9 in"3 Ixyo = 0.0 in"4 3 2 0 1 2 4 6 Sheet Section_by_nodes File: Structural section properties.xls Section Properties About Principal Axis___.___ 4) = Ixp = lyp = Ixyp = J= 0.000 deg 4.6 in"4 1.2 in"4 0.0 in"4 5.8 in"4 Sxp(top) = Sxp(bot) = Syp(left) = Syp(right)= 1.6 in"3 j 1.6 in^3 0.8 in"3 0.9 in"3 3 2 0 1 2 4 6 Sheet Section_by_nodes File: Structural section properties.xls 6) rn 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` ) ij'=. = € = and Similar Type Structures 6061-T6, -T651,-T6510, -T6511 TENSION IN BEAMS,.>:; extreme fiber, net section Rectangular tubes, structural -I -1:1-T ,Ni‘2 shapes bent around strong axis Round or oval tubes -0. f O �/ - Shapes bent about weak axis, bars, plates 3 19 24 ::��if ;; �.`:a`�;:�> _° ; r , i3a5 : Extrusions upthru 1 In., Sheet & Plate, Pipe, Standard Structural Shapes, Drawn Tube, Rolled Rod and Bar fi 351-T5 Extrusions �` �,? ; •, ;; WHITE BARS apply to nonwelded members and to welded _ 6 members at locations farther than 1.0 in. from a weld. ° ;:;.. -SHADED‘BARS.:: 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 6 39 26 ,' :`2St ` 1 1 6{'' ,.. . 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,2 Slenderness Limit S2 Allowable Stress Slenderness i S COMPRESSION IN COLUMNS, IN axial, gross section All columns % — = 0 20.2 - 0.126 (kUr) kUr = 66 51,000/(kUr)2 1..j> t• = t .--;• _ I; c t • lit a" :. - - ?JJr.----'6. .,. 51• ,000/(kUr) COMPRESSION IN COMPONENTS OF COLUMNS gross section Flat plates supported along one I 8 21 ,, 1 ,12 b/t = 2.7 y 23.1 0.79 (b/t) 12t• i' b/t = 10 bh 131: 154/(b/t) ; •, -- "154/(b/t) edge - columns buckling about a - symmetry axis - I- --+- Flat plates supported along one edge -columns not buckling about -L--1---[ 1 8.1 21 ; 1141 b/t = 2.7 n 23.1 0.79 (b/t) r I?t b/t = 12 lilt 13t. 1970/(b/r)2 1970I(b%t)2 a symmetry axis Flat plates with both b F—i 9 21 tl 1-f <I,.^ i b/t 8.4 ��`(�, n r y << i , S2 23.1 0.25 (b/t) .1.- d = , air { , ti. l ; . 1.2t {. _ ' : b/t 33 ; bh 41 •# - 4901(b/r) A :490lf•bltj edges supported -I b {- 9.1 See Section 3.4.9.1 Flat plates with one edge supported and other edge with stiffener I Flat with both 9.2 See Section 3.4.9.2 plates 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 10* 21 kit= 2.2 22.2 - 0.8007 Rbit= 141 3200 ». „r ,' Rbh �. 9 Q .'x 1315,i-.9.-50'.RNlt , 1. Rbh 29t} P. (Rb/t)(1 + Rb/t /35)2 OOOZ A nuur C) v Type of Stress Type of Member or Component Sec. 3 4. Allowable Stress Slenderness z S, Slenderness Limit S Allowable Stress Slenderness Between S, and S2 Slenderness Limit S Allowable Stress Slenderness i S2 COMPRESSION IN BEAMS, extreme fiber gross section _ Single web beams bent about _ -T-E- F strong axis - `- 11 21 L,/rY 23 23.9 - 0.124L,/ry L,/rY 79 87,000 n� iZfi #' t r t ( 12,t =, a L,/r 851 2 (Lb/ry) R R, R, Round or oval tubes 12* 25 R✓t = 28 39.3 - 2.70Rb/r R,/t = 81 Same as q ,off 3 .14} ,. _, ,•:, ,rF . 1>R 2 �;k.i t fit i ..._ .. . , '772_ ri' S - t 239' 139 R/t :. r° 742 R,'/t ;137 n . ..... Section 3.4.10 r Solid rectangular and 13 28 d/t L /d = 13 40.5 - 0.93 d/t L /d b L b d/t l d = 29 11,400 7711,71,11° <z,, {f,., fx^;g,r."sr € ,E ,,:. .. -.�.'.:7"717''''". :1:,,* ,h .—,7,7",1-7:77:7,,'2 — 1-11• round section beams ;';Alt! ; rl/ilf.b(r1- 26 4U S;7..:0:93g/i' I: of � r a dlt�L�/rt 4 29 (dlt) (Lb ld) Rectangular tubes and 4 box sections° 14y,,,,,77, 21LbSC/.5 I J = 146 23.9 - 0.24 JLbS(/.5 IYJ LbSc/.5 1YJ = 1700 24,000 --,r",:- 2t zr F ; d ; lit r r, Lb• S 5 1yJ =2000# (LbS,/.5 IYJ) COMPRESSION IN COMPONENTS OF BEAMS, (component under uniform compression), gross section Flat plates supported on b-1 one edge t- —i —b b Vi1(tf 21 bit = 6.8 27.3 0.93 b/t b/t = 10 182/(6/t) J CP f q. J 1'•. -bit 104!(6/t) F� —1131—_,1 b f.- Flat plates with both edges supported l' r--\_/— `! 21 ;.12 fi bit 22 t' 27.3 0.29 b/t 121 . ° bit 33 b/t =44# 580/(b/r) : 5801(6/t) Curved plates supported Rb on both edges r\ -Th 16.1 * 25 Rit 1.6 26.20.94J)7 Rf/r 141 3800 4 <;ft Z t4 : 3 t ....;n ESE R r= 5 .�. F .s:':...e.;,4.... 14 7 ` 0 44 R /t f ,...;„... „8. 4 ` d /1�?29�°a (R /t) (I + R /t /35)2 b b Flat plates with one edge supported and the other edge with stiffener --1 J 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 plane) gross section Flat plates with _L compression edge free,-�-T- 17 28 r - ' 161 b/t 8.9 zr •r^ m�x•'u +i` -•<r t bit ,t7' A..... 40.5 1.41 b/t r. x r 40 5 1 41, b/t b/t 19 -.„---, `—'°cam, rr Y 4,900/(b/02 •^'^+' `^<^r; 4 9p01(b/t)2 tension edge supported Flat plate with both edges supported yh h I 1 8 28 hit 46 pr -r, s” }i t i ` . , 40.5 0.27 h/r y a 161' W hit 75 r r rx •: E h/t X51 , 1520/(h/r) Y. 5 ., 1520/(M) aE 6t Flat plate with horizontal stiffener, both edges L supported • T -o• d, I' 19 ; 28 1 hit 107 840.5 0 117 hit • 161• hit 173 `irla a l9 3500/(h/t) 3:own 500/M1, }'' SHEAR IN WEBS, • gross section 20 h/t = 36 15.6 - 0.099 h/t h/t = 65 39,000/(h/r)2 Unstiffened flat webs T12 1 `'' °�z •39;000/(hh) h/t 72 s ; ' r 7`5fi�� •.,.. ' t,...,,,r,,,,,:- t ' r K ts, < f 7 St '. Stiffened flat webs T-"„ei; ,��-= l 12 ;,... 7f3fi., 12 7,5f.,i ;It =66 53,000/(a./02 53,000/(a�/t) a,R=841 1 tj t1 17 ae=ar/J1 +0,7(a1/a2)2 Geotechnical Report Westfield Shoppingtown Southcenter Expansion Tukwila, Washington At Shannon & Wilson, our mission is to be a progressive, well- managed professional consulting finis 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 6WILSON, INC stone cobumns is generally determined by the stone column contractor and is based on the required stone column diameter, improved soil strength and density, and drainage requirements. The stone columns 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 pilelshafl. 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 western 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 21-1-20189-004-R1.doc/wp/EET 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 loading 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 -RI .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 existi,ig 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'/ 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 columns, 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 1Y2 inches, particularly near foundation element transitions, i.e., grade beams. 21-1-20189-004-RI.doclwp/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 and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. All 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 the proper revisions may be made. Modification of design drawing details shall not +Ac Made 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 REQUIREMENTS 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+LL): 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 Oficial 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 specifications and the applicable 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. 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 feast 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 • P 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 shall conform to IBC section 1907. Lap all reinforcing bars at all splices, comers, and intersecting walls per table below (unless noted otherwise): #3 (#10) #4 (#13) #5 (#16) #6 (#19) #7 (#22) #8 (#25) #9 (#29) Concrete Strength (PSI) 2,000 3,000 4,000 Top Other Top Other Top Other 27 21 22 17 35 27 29 22 44 34 36 28 53 .41 43 33 77 59 63 48 87 67 72 55 98 76 81 62 19 25 31 37 55 63 71 15 19 24 29 42 48 54 5,000 Top Other 17 13 22 17 28 22 34 26 49 38 56 43 63 49 6,000 Top Other 15 12 20 16 25 20 31 24 45 34 55 43 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: 3 inches Concrete exposed to earth or weather. 2 inches Other conditions (UNO): 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 in each 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 PSL 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. Field 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 01.4-98 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. ffDgifin®®EoE o E1m@0 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS OF WES'1'I 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, VVA 98071 253-833-7776 Fax 253-939-2168 10' 8" PROVIDE SUPPORT FOR FRONT AND REAR ACRYLIC PANELS 10'-2p 2'-7' MIN SIGN, BY OTHERS 1 - - 4--•d-4- -1�Id-.41--I- -1--C= +-1=_- 44%4 Al --K 4 °�: -�. • I -d,.. Y- - I- ;4-1-4- -I- — -1-�I — "4-1-1• - - 1r144 • - I • c I• < • 1 1- a • - -L d e a.?I - . --- .1:at a -Idi .•_d_. •.1 . • I1.• 4-_"4. I I di _P . ' 1 -1 • 1 1.• a al -le 1.. e d' F P a -.1 b .2 Ia - F- I .1+ - .• • _ Ir L - _ .. l 4 f 41-r; - 1• • - J - I .'9 i.- C 4 - 41 --. = -I f a I- I 'd -1. :-1 " <•I 1 : r f' ' .► 1 . A •id . 1 1 ,. r f - 1 - 1 1.- I. ..1ei -:1 1 1.a �t ' 1 4 1- 1: r I -. 1 -I - L1e- t'-'• U d LI - •U_ Lt- ti -NJ LI . r h .e' a ti - - -. - b.(-1 r 1 1e . 11.11 e_11 1d. f•11.a l aI !-.1,1" 9Jk.J •` 4- 1 "Ip EI r.l . 'li' 1 1 a 1.a 1 -11a - - b 10-1 •F - - 1_ 1.1 1 -. 1.e 1 1 a-• • ---,, 1 Id .11 C • LJ ' • U - _ -i - LI - Li - Ll = 4..-h , -d1 Aa• • 'd' a • - - - - THIS SIGN FOUNDA11ON ANALYSIS IS BASEL) 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 DIFFLK FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO MEET ACTUAL SITE CONDITIONS. 2'—Op 11' 6' f r 3,, CLR 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) 0 - -Qd. o.a.e. _ a 0 aO u •' Dy - dQ ad -o a v • • " d. - _ _e it is (9) 2.00 OD x 0.438 WALL 6061-T6 ALUMINUM TUBES { • a ASAP: d (8) 2.50 OD x 0.500 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 loafing requirements for the sign subject to static wind loading per the 2006 International Buliding 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 = E= Cave_ Ta = 85 MPH c 0.87 10.17 FT 900 -FT 9.5 15 FT 0.2 500 FT 020 0.15 0.65 0.02 0.75 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: Amp', = 27.74 FT2 Velocity Pressure: qh = 0.00256KhKaKdV2Iw Exposure Coefficient: Kh = 0.85 Ka= 1.0 Kd = 0.85 qh = 11.6 LB1FT2 Gust Factor G = 0.925(1+1.7g0tA)/(1+1.70=) Intensity of Turbulence: = 0.228 ger = 3.40 g„ = 3.40 Equivalent height of structure: zay. = Background Response: Q = I-zave = Rigid Gust Factor G = Clearance Ratio: Heightign/Height„ = Aspect Ratio: Widthsigd/Heightsig„ = Net Force Coefficient G = Design Wind Force: F = ghGC,Ar= 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 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 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-02 TABLE 6-2 ASCE 7-05 Table 12.8-2 ASCE 7-05 Table 12.8-2 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 5/1/2008 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 -beam = 31.24 Fr Velocity Pressure: 4h = 0.00256K„lcK.V2IW Exposure Coefficient Kt, = 0.849 ASCE 7-05 TABLE 6-3, NOTE 2 lc, = 1 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 Kd = 0.85 ASCE 7-05 TABLE 6-4 4h = 11.6 I-01FT4 Gust Factor. G = 0.925(1+1.7gQIZQ)/(1+1.71,I2J Intensity of Turbulence: I.= 0.228 go = 3.40 ASCE 7-05 Section 6.5.8.1 gV = 3.40 ASCE 7-05 Section 6.5.8.1 structure: zave = 15 ASCE 7-05 Section 6.5.8.1 Background Response: Q = 0.958 Lz ave = 427.1 Rigid Gust Factor G = 0.903 Clearance Ratio: Height „/Height,,,h, = 1.000 ASCE 7-05 Figure 6-20 Aspect Ratio: VVidthagn/Height4„ = 1.049 ASCE 7-05 Figure 6-20 Net Force Coefficient: Cf = 1.57 ASCE 7-05 Figure 6-20 Design Wind Force: F = ghGCAAf= 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: 5239 LB -FT 970 LB 5.40 FT Lateral Bearing Pressure: 300 PSF/FT IBC TABLE 1804.2 Constrained Depth of Footing: Combined Footing? Yes or No? CONSTRAINED: d2 = 425[M9/(S3b)] Combined Footing? Yes Shape of Footing: Rectangular Length: 11.50 FT Width: 2.00 FT b= 11.67 FT Allowable Lateral Pressure: S1= 254.0 PSF S3 = 762.0 PSF A = 2.34'F/(S1"b) = A = 0.77 Nonconstrained Depth of Footing: d = 2.54 FT Long Dimension Parallel with Sign (4. 2`-7`/ g ) Job No. 08049 5/1/2008 12lE X D GEflragdr cicio 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 n5og\41G I"C:�..)� �1V� IU I]? it SHEET NO OF CALCULATED BY CHECKED BY DATE SCALE AEP DATE 2"'8 A . AL o. ; 1 �- 74C4 LC LLPPGIR:r > • MagS 46041N1101-7 .f-IL.G�t rvcv-i�u.��s seer Logryz? N4 4,45.6k. J.5 Ks/ (4 = L8,0 t<.s c {'6 GUAR Fr1 . C 7c9r.4 I ytODUI-LGS = 0.734 k. -Fr M- x,734:'" -r•-•S ksiF m ®,Liq Ji�i 3 TR,/ (1 x £7;25o wA-L., (3. ‘2.13 aD x o. z so •u -- 0,970k_ (7) z° Au/Ai/vialfuss (s) .21 2PLIJI 1.21 NUM I agaS" S=0.4Qbc,w3 5 = 3(0:557 ^ .1.61- /AP itv5 ( Wig21iv - al<i TEALS/OM Nc io- Meats F 0,250WAti- S.= 7(0.537_) -+(& (o,qo lM) -t- = ` fir.5-72 i s1 C, .s1e3M. _ 1,1,, 4,5 F-_ ,!'i (-ki_ 16.711 (>.z1 �, 3.s t 61<.) D PRODUCT207 .i-Daapig[FER ngoicg®E Egg 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 ivix 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 1 ILA PIPES STUBBED 1Y' INTO CABINET AND WELDED TO CAPS AT TOP AND BOTTOM OF CABINET FRAME (TYP) SIGN, BY OTHERS 2'-3" MIN 1 4- 4 e --ly f-hF 4+ — F -r -4- -- 1 -Fr- -- Fr-- 1 I r l e a .e1 - 1 -1- 1 d i_ - J 11 ._ - 14- 1 - -# 1` 4- • .1,. I l -.l _u - .e 141 I 1 .• '1d-- 1 . 1 - ' 1' 1 1 1. _ 1 Li L•J .• PJ J t _ <-LJ ' l l aLl -- •IJ- . LI •4 - .4t 1-. fel •1 1 d - 1 -1dL a = e4- r - r I 1 - i.0 1 •- - 1 - f 1- p'I t -l; -.1 d -I - -1 1- 1 I-- --!" -._- 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 ER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO MEET ACTUAL SITE CONDITIONS. 2' —Oa I -a #4's e . < ,.-te• �. m.11.0101•11111-... i.{�. �. .- a e a e C y� a - Q ®•- - e _ ® Q a - O- a 31 a • 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) 1 �a (7) 2.50 OD x 0.250 WALL 6061—T6 ALUMINUM TUBES (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 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 Wind Exponent Mean Hourly Wind Factor. Period Coefficient Period Coefficient Approximate Fundamental Period: DESIGN LOADS: Top Sign: Height: Width: V= IW = �_ a= ;nm = c= 1= Eave = aave = bava = Ct = x= T,, = Point of Wind Load Application: Sign Area: Arco, = Velocity Pressure: qh = 0.00256K„ KnKdV2IW Exposure Coefficient Kh = 0.85 = 1.0 Kd = 0.85 qn = 11.6 L2/FT2 Gust Factor. G = 0.925(1+1.7g0l Q)/(1+1-79vI=) Intensity of Turbulence: IZ = 0228 85 MPH C 0.87 8.17 FT 900 FT 9.5 15 FT 02 500 FT 0.20 0.15 0.65 0.02 0.75 0.10 SEC 8.17 FT 8.69 FT 3.99 FT 37.86 FT2 gQ = 3.40 g„ = 3.40 Equivalent height of structure: zwe = Background Response: Q = 12 ave Rigid Gust Factor G = Clearance Ratio: Heights,9„JHeight„ = Aspect Ratio: Widths,,„/Heights,,, = Net Force Coefficient: Cr = Design Wind Force: F = ghGCAr = 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 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 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-02 TABLE 6-2 ASCE 7-05 Table 12.8-2 ASCE 7-05 Table 12.8-2 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 4/2912008 • RtUPERT 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: b= Allowable Lateral Pressure: S, _ S3= A = 2.34'F/(St`b) = A = Nonconstrained Depth of Footing: d = 300 PSF/FT IBC TABLE 18042 Combined Footing? Yes or No? d2 = 425[ 1(Sb)] Yes Rectangular 9.50 FT 2.00 FT 9.71 FT 219.1 PSF 6572 PSF 0.69 2.19 FT (4- Long Dimension Parallel with Sign at-) Job No. 08049 4129(2008 G3dr® Flcageulmgo Elm®. CONSULTING ENGINEEHS/CIVIL AND S I HUCTURAL 1519 West Valley Highway North/Suite 101/Aubum, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 JOB 0 9 Jr(7N nlbArIc SHEET NO. OF CALCULATED BY APP DATE 40e,3 CHECKED BY DATE SCALE SIGN M SLp: • (6) z.)/�.`1 z1/ AL-ILM .LW i A LW -j w wTTLL Es tair4 0-=s = M _ 27 & k • F -r V -a42 K I:7= 13.5 1.n1:( ) = �� iYi a x:7446 rr (12.1 �r E�,f.URE.t �>=e�lo�,p. 96,0 Kzt q T�,•r 4nI WAS 2;o op:' x 0,95 w) : (6� 2...5o oD x 0. z$O WAu COMPREZSI Om 2.51, = te,5 5 ` Q; Sv7 (0 -• = 3.22_/43 5.4-5 f�►3 --�,t L ..._ A 65 /Al3 ? /..65IM OK. _ 2.746 g•pr (12.,,N//r) .:'K5/ S,G� rrv3 112_5!nf ,/5 o.25D 1J ' F = vi(z. x$1510 o 3,5 Q1 >32.-frksr D PRODUCT207 Westfie&f Southcenter WESTFIELD DESIGN & 11001 11th Floor l,o• osir1 Omfa lTelephoneT.1eph310 470 4406 Fmin% 310 4716 4460 .. n<••M". MOVER NO NAY NOT RE 1.9100.11 OMNI IHE ROM, FOR ORE NOWTO1D.wr EN conte mw na ARCH` rzn Registration No. Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: EIRIEWINIE ;nu11 111111_ 111.111 —arli Nricoro l d11o�q� 4QF No. Revision Dote ®- m A A A A A A A A A A A A A D 0 Sheet TRIe PROPOSED FREESTANDING SIGNAGE LAYOUT Job No. Dote Scale 118 41101 1•.sra AL1.2-1 1 s',.. / ""--....,......„1 '—._ v • 0 I� 1g II 7 411 PROPERTY •. LK fl,PROPERTY RING ROAD PROPERTY LD€ ROAD 40-1.1 l Tjp ^ IIIFMEN UNE IIMMITkill 52- .00 '� tet, SIGN - AD1 L - = II SIGN - AD1 SIGN 6 - AA2 13 14 15 °= .ff ° JCPENNEY tT' o I �eitsria2 {t{1 • sa ,< T .. -T z I % 1 PLANTER PER LANDSCAPE ' r I �/ I�- : �'Ca• , .07;4 Mil DRAWING I % I ,��,�� ,, I ea,- '," r • �Ira ` •-♦i•� /♦ O -I ,gyp; iii. t ° mai iq �1 I 'd STOP � ,.!_ IIS 111� a► �` ` rw{� �� ;� = ;'�� P'RKING ..›. I. m® - RING ROAD _______ ��►�,,� giFysF••� '''''''''‘I- - 4"1"' / RING ROAD `fi/ -4-1 ' .. PROPERTY LK PARKING '•A"•i L'J•• 7 l� STRUCTURE "B,; is Eli 0 ` V it, :, , , �f:IMO ,::: :1. I"' 11111 :� °�g;, �aMs _"''•.l��:•� ii- f. H y SIGN - AD1 SIGN - AA1 �_ `flt: (t'7�f Vii^,! _1.4 SIGN - AD1 / 1 1"- 11 SIG1 - ' 1 O 10 12 II I ` • a FIRESTONEFIRESTONE.--r 111111 1111gip^ n iob: 'of1.1 r,-;„... 01 1 1 _ bh.:.3j :' �� .,-F =.-1 _p I"I1'1'•-6' 1 r---� % Van .. \ _ _ -- � 0,411,11,a-........1..:.e../ PLANTER PER I ' 1 1 �d [o �?:' I :-."'F''. � - -STOP = MAIM of .04: o� b I 1T E I 1 1 0 ° Jo�1IHIIIIIIL o ''•. A� If J : • - ,._ ' '' o d a`" lw '� 1�1-$ �O \:•.•:•:•:•:•:•:•:•:•.•:• • •�I�I,�I�I� . . . . . . . . . ... b i < / gyp' mFTt Y- , 1l °` jO , ' rAlV11" ;-►!'I :;:.:. r':.:`.:'.L`i��� mu = - ALIGN = NM MI N NE 1 i..- UK • ` Q 1`0 `�''!"J Tri 11. t i%1111ill''''.. I Oo' •'111111I� N ` o '1 �. PARKING i'.:� I e STRUCTURE "A" •ys�,p ,o�c. �Cnp. _ __ • .aC' ,•. I L- . c G 7 ;moo c/ c .5:. ct:' x.:.. �-_IP r -ASI ►-10 © O ®SIGN O / / I I •:H oo0 1 .. i %: ozo Y I_ / �• ��' \'t ro ��oE�/LNDSCAPE\\ 0 0 W/ Z _Ce �/ \ / I \ I I 1 ' '' ,( r'j^.1 dim scAPE DRAMS �p•,*'... �� t► '.>♦ ': d+:.ea :::.i� Q ( ... CFNFRAI NOTE• 8 �..v.... �3'�S 1.,&,7' ° �': .1� i'. 4,., Yui?..7 15, V ti LANK NOFORMATIONOOF WESTFIELD SITE ID ® SIGN - REFER TO SIGNAGE PACKAGE ® BY SOUARE PEG t DESGIN L, ♦3DH- t • I I 1^ .J lcr •_ ATNO AlNO a ' .j _ t- ` \ I I-^-'-' ,i.�•r.0.O•o f e e' �� " ,/(/� 1n�, /% \\ V V .:07�:. ••f0 0l i7=r'. I p • / I moo. ... s �'1015 d015 777w he I 1 t. 'oo.:: 'i'.' _ I 1 ia.. N GENERAL NOTES • /g1 -pg. ill 1 STRANDER BOULEVARD 0 SIGN - AA1 STRANDER BOULEVARD a) SIGN -AA1 "' 0 STRANDER BOULEVARD SIGN - AA1 0 0 0 Westfie&f Southcenter WESTFIELD DESIGN & 11001 11th Floor l,o• osir1 Omfa lTelephoneT.1eph310 470 4406 Fmin% 310 4716 4460 .. n<••M". MOVER NO NAY NOT RE 1.9100.11 OMNI IHE ROM, FOR ORE NOWTO1D.wr EN conte mw na ARCH` rzn Registration No. Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: EIRIEWINIE ;nu11 111111_ 111.111 —arli Nricoro l d11o�q� 4QF No. Revision Dote ®- m A A A A A A A A A A A A A D 0 Sheet TRIe PROPOSED FREESTANDING SIGNAGE LAYOUT Job No. Dote Scale 118 41101 1•.sra AL1.2-1 Southcenter BS, Seuff vaunts, 11.1oGs. 031=1. WESTFIELD DESIGN & CONSTRUCTION 11601 %%hire Boulevard. 11th Floor Los Angeles. Cdilomb 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 ANNITIECT VC WY NM I!" N19031.0 RICKITCTS Ka... WW1 •••3 OWN FOIN6FFOro SCON ne OW. Ant auale �i loam POOd ColY FROM neOYU 'p1 MO Registrotion No. Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: —vim �opu�Prl No. Revision ®_ LL A A A A A A A A O A A A A D A A D 0 A A 0 A A Date Sheet Title PROPOSED FREESTANDING SIGNAGE LAYOUT Job No. Date Scale 1l 41341 1RM•a AL1.2-2 F 3 ISLAND 71/kW7[q PARKWAY ` CENTER TO ISLAND PROPERTY LINE /Ne SIGNAGE [ANOSCgpE AREA �~�''--�� pARk��c c�Re [gND$C APE ARE -,4 SIGN - AA1--' IPROPERTY LINE ALIGN TO STREET CURB • TUKWILA PA' WAY 8 O LANDSCAPE PROPERTY LINE .=... NO •OPE SUPPORT POLE OF SIGNAGE 1 ►`. OPF N. 114.-7k ei ty 1 \ SINGLE SIDED StGFT� SIGN - AA8 SIGN - AA1 SIGN - AD1 © O O is \ REPLACE AT EXIST1NG SIGNAGE LOCATION " 3 `a � § ,\- � - • IN SCO' \ D1 L rs 1 r., 1 . \ J URB 666 It PROPERTY UNE ` — — SINGLE ;DED SIGNAGE SIGN - AA1 SIGN - AD1 11. SIGN - AA8 -- -SIGN - AD1 0 0 0, 0 Southcenter BS, Seuff vaunts, 11.1oGs. 031=1. WESTFIELD DESIGN & CONSTRUCTION 11601 %%hire Boulevard. 11th Floor Los Angeles. Cdilomb 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 ANNITIECT VC WY NM I!" N19031.0 RICKITCTS Ka... WW1 •••3 OWN FOIN6FFOro SCON ne OW. Ant auale �i loam POOd ColY FROM neOYU 'p1 MO Registrotion No. Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: —vim �opu�Prl No. Revision ®_ LL A A A A A A A A O A A A A D A A D 0 A A 0 A A Date Sheet Title PROPOSED FREESTANDING SIGNAGE LAYOUT Job No. Date Scale 1l 41341 1RM•a AL1.2-2 F 3 A 43/ kr/1-3/ (1 , --"1,43'it•Ate7 WII*441""4"00441640;"": grief;NatiFire,V.4-•-r.r."."' 4,15biiisigiugittalsoefistetissaft.,..fsmamtig,Fox44,4,0.1*^;,*,=-1.4,--.... " - . ...... • • • • • • • • • ,04 PERM amvinnlyariatitrt,L • / . ' 401,1: „ „..„. •., . " 44.r• „ 4,0744 • ,.1.31C.1.24'i C I ,47 cont' AA1 - Quantity: 1/4" =1%0" AA2 - Quantity: 3 1/4" = 1'-0" AA3 - Quan Scale: NTS Sign for East Parking Structure b OLYM?ICGARAW 9. AA4 - Quantity: 1 Scale: NTS r ZCe 6-0 AA5-Quan ty:2 Scale: NTS v (, to si Parking StruCttrrr ." AA6 - Quantity:4 draft h 3 ' Nod, Scale: NTS 6e70— ama NWWS'RM/ *" y SEAM 3111.1E11:1112 t _ 4 I,t .11=674 .�1) !' AB1 - Quantity: 3 1/4" =1'-0" AD1 - Quantity: 11 1/4" =1'-0" 1 F1 - Quantity: 6 1/4" = 1'-0" Client/Design Architect Westfield Design 11601 Wilshire Blvd., 12th Floor Los Angeles, CA 90025 Graphic Consultant SISAIE PEI Men Igin 5515 Doyle Street Suite 15 E•eryrille. 6elifereie 14001 Telepkeee 511.501.1110 Ficslraile 511.505.5114 Project 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 A A SPD Revision Drawing Title Sign Family ff "! D MAY 1 9 2008 Drawing Number CGIJNUY DEVELOPMENT B.01 hiP•l6c41s, Sign Code Key Example: AA1.01 Sign Number > Sign Type AA1.01 Area Location 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 900A91 PEO weigh 5515 Doyle Strut 0411a 15 Eeureilp, Califenie 94669 Telaolue 510-596.0110 Fetaieila 51/-599.1514 Project Westfield Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Documem 6/02/00 75% Documentation 3/30/01 95% Documemetion 99% Documentation 9/26/01 100% Documentation 11/09/07 Addendum A Drawing Title Sign Code Key Drawing Number 1.01 • c. A -+y p� 4 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 1111111E PEO D 1111 5515 Deals Street Saito 15 Emeryville. Cslifsrsis 94108 Telepless 510.518.8110 Facsimile 510-511-1814 Project Wesifiekt 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 /N\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 102.00 NORDSTROM J. RIM= .N /L1aw macyS rreervyws V. PAW,. WE'," L SIGN LEGEND M1 Main ID Pylon AA2 Secondary ID Pylon • Power required M3 Mall Entry ID AD1 Primary Vehicular Directional • No power required Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant ICIrA11E PEC mi n i * O 5515 Osrls Street Saito 15 Emeryville. California 04108 Telopiess 510.518.8110 Facsimile 510-511-1114 Project r WestReff 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 107.00 0 MATCH: ATTHEWS PAINTS P21246 RV 18.9 ATIN TO MATCH: MATTHEWS PAINTS MP00818 SATIN TO MATCH: MATTHEWS PAINTS MPI3915 SATIN 3M TRANSLUCENT VINYL 3M TRANSLUCENT VINYI, IVORY (230-005) POPPY RED (230-143) NINE (9) 2"OD X .438WALL & EIGHT (8) 2.5'OD x .SOOWALL 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 MY 18.9 SATIN. TUBES PASS-THRU SIGN CABINET. 1/2' EXTERIOR GRADE FROSTED ACRYUC WITH POLISHED EDGES I'DIA STRUTS FASTEN FROM ACRYUC TO VERTICAL TUBE SUPPORTS IP 3' CHANNEL LETTERS INTERNALLY ILLUMINATED WITH SLOAN RED PS4 SHORT MODULE LEDS & POWERED BY SLOAN MODULAR 608. TRANSLUCENT WHITE (2447PLEX FACES WITH TRANSLUCENT POPPY RED (3630-143) VINYL OVERLAY. 1" TRIM CAP, 3' RETURNS & 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 & 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 6 EDGES EASED I/32'MAX. P 1N TO MATCH MATTHEWS PAINTS MP00818 SATIN. REC MAY 1 9 2008' COMMUNITY DEVELOPMENT _ &IICleiCCJOVi I"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 6.000' 6.000' 15.000" 15.000" 18.000' 15.000' 15.000' 18.000' 15.000' - 18.000'` Y11E j,;1TACI44E11T 15.000' 15.000"- • ACR 18.000' TOP VIEW 128.000' OV •�_ - TH 106.00'' LIC PANE 15.000' 15.000"- 15.000" 18.000' CABINET -EN 9.487 7.000' BETWEEN 15.000' ACRYLIC PANELS 122.000' OVERALL HEIGHT ()FROM GRADE 36.000' 30.000' .W. 90.000' 13.386' 18.000' ROUTED LETTERS 31.640' #4's [20"x1341 31.000" 24.000" END VIEW 138.000' SIGN FACE ELEVATION 116.000" 110.000" 104.000' NNEL LETTE RS/AC YLIC CABINET TOP CAP INET CABINET BOTTOM AP 28.000' GRADE PLUMB SIGNS, INC. 909 SOUTH 28TH ST. TACOMA, WA 98409 (2531473-3323 FAX (253) 472.3107 WWW.PLUMBSIGNS.COM J OB NAME IBLENIAME Lo!`.AT1ON S TART DATE, WESIFELD 1819JIA1 1.VESTFEID 01.10.08 i0B MARMTON DINER TROD PETERSEN !GALE 1/R"-1' OF REV DATE DATE 0484.08 APPROVED BY: BIGNATURE MUM RI PRAT NM BRA ERR MEI OM © COPYRIGHT, 2008 PLUMB SIGNS, INC. THE IS AN ORIGINAL DESIGN CREATED BY PLUMB BJGNS AND REMAINS THE PROPERTY OF PUANB SIGNS UNTIL TRANSFER BY SALE. ALL RIGHTS RESERVED. ANY UNAUTHORIZED USE OR DUPUCATION WILL RESULT IN A101,000 CHARGE. FELD VERIFY All DIMENSIONS ANO CDNOMONS BEFORE FABRICATION SOUTHCENTER PARKWAY STRANDERHOULEVARD AA1 Main ID Pylon M3 Mall Entry ID - Secondary M4 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 BOOM PE11.1n111111 6515 Doyle Street Saito 15 Easry,ills. California 94808 WNW's 510.606-8810 Facsimile 510-581-1814 Project Wes/Rek! 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 /N\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 102.00 Vit,. ,/ X :� 7 /, ;i- f sy `� /'Y. ''i 2 LINE Y LINE i RDSTRO 3 I EVE, S CI L3 p. lijr f 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 100111E PEC *! fl i ii0 6615 0s0 Street Suits 15 Emsryrills. Califareis 94808 Tslspis's 510.588.8810 Facsimile 510.581.8814 Project Westhek[ 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 5/31/01 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 TO MATCH: MATTHEWS PAINTS MP21246 LRV 18.9 SATIN TO MATCH: MATTHEWS PAINTS MP01351 SATIN TO MATCH: MATTHEWS PAINTS tiP00818 SATIN TO MATCH: MATTHEWS PAINTS MPI3915 SATIN SEVEN (7) 2"OD x .250WALL & SEVEN (7) 2.5"OD x .250WALL 606I -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 DO NOT INTERSECT SIGN CABINET. FABRICATED .090 ALUMINUM SIGN CABINET WITH 1/2' TRANSLUCENT WHITE ACRYLIC PUSH TRRU 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 TMRU 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 19 2008' QQM wetwittata 3M TRANSLUCENT VINYL '•3M TRANSLUCENT VINYL IVORY (230-005) POPPY RED (230-143) 12.000' "SOUTHCENTER" CABINET 2' TUBES 2.5" TUBES 0'-5 ' 0'-5 15.000' 15.000' 96.000' 82.000' CABINET OP VIEW 104.250' OVERALL LENGTH ty-e a 'jl ��C�x t'( o �t ry 7/ 98.000" 92.000" 86.000" 80.000" 74.000" 98.000' OVERALL HEIGHT FROM GRADE 28.000' 22.500" .W. R CABINET OWER LOWER CABINET OWER 2.180' 10.076" 14.000' ROUTED LETTERS 2.180' 27.640" #4's [20'x109.51 GRADE 27.000' 24.000" PLUMB 909 SOUTH 28TH ST. (253) 473.3323 SIGNS, INC. TACOMA, WA 98409 FAX (253) 472.3107 • MISNAME FILENIUVIE f1�l3ANON IITAREIGATE 24.000' END VIEW 114.000' SIGN FACE ELEVATION SIDE B 3.000' CAP TOM CAP WERIFEDD SALES ROB MARRON REV DATE APPROVED BY: THIS IS AN ORIGINAL DESIGN CREATED BY PLUMB SIGNS AND RBNANS THE PROPERTY OF PLUMB SIGNS UNTIL TRANSFER BY SALE, AIL RIGHTS RESERVED. ANY UNAUTHORIZED USE OR LTPPUCATI0N WILL RESULT IN A 81.000 CHARGE. 1818_AA2 WESTFELD DESIGNER 1000 PETERSEN 18.000" 15.000" 15.000' 18.000' 15.000" 15.000' OP VIEW 104.250' OVERALL LENGTH ty-e a 'jl ��C�x t'( o �t ry 7/ 98.000" 92.000" 86.000" 80.000" 74.000" 98.000' OVERALL HEIGHT FROM GRADE 28.000' 22.500" .W. R CABINET OWER LOWER CABINET OWER 2.180' 10.076" 14.000' ROUTED LETTERS 2.180' 27.640" #4's [20'x109.51 GRADE 27.000' 24.000" PLUMB 909 SOUTH 28TH ST. (253) 473.3323 SIGNS, INC. TACOMA, WA 98409 FAX (253) 472.3107 • MISNAME FILENIUVIE f1�l3ANON IITAREIGATE 24.000' END VIEW 114.000' SIGN FACE ELEVATION SIDE B 3.000' CAP TOM CAP WERIFEDD SALES ROB MARRON REV DATE APPROVED BY: THIS IS AN ORIGINAL DESIGN CREATED BY PLUMB SIGNS AND RBNANS THE PROPERTY OF PLUMB SIGNS UNTIL TRANSFER BY SALE, AIL RIGHTS RESERVED. ANY UNAUTHORIZED USE OR LTPPUCATI0N WILL RESULT IN A 81.000 CHARGE. 1818_AA2 WESTFELD DESIGNER 1000 PETERSEN SCALE L4,4PA8E 1/r"1' 1 OF I SIGNATURE vBN ISI WI SIN NM iRBii RE 01.1008 �.. O COPYRIGHT 2008 PLUMB SIGNS, INC. FEt0VERIFYAll nIMENSLN . rI Il1i. + : D-: ASAI AT1IN !I RDSTROI 3 .EtiE_S 7r" TU/c 4,11.4 A7/ ;' "\ �ff uKE Y IiKE 141 AM'TC' macys --L JCPenney L Ci 4JTAL.'WC7 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 souauE PEG mini* 5515 Deals Streit Suits 15 Emeryville, Califareia 54808 Wiliam 510.608.8810 Facsimile 510.588-1814 Project Westfiek[ 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 J(:F-V it ti -:y .NEW AI KING c • • STRIA RE"A" tit 2 - *• sal aa; .1 , 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 10111E PEI $ e fl i * D 5516 Doyle Street Suite 16 Emeryville. Celifereie 94100 Teleplees 510.510-0110 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 11/09/07 Addendum A /H\ SPD Revision Drawing Title Sign Location Plan South Site - New Malt Drawing Number LP 102.00 Revised 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. 5.000" 1 6.000" J END VIEW Lr`''U(5 LPAINT TO MATCH PMS#485 (RED) EXTERIOR BUILDING SIGNAGE 4 Nn esitfie0dl OD NEN] EMT Qpi oarrl5) �(j�j� j�� ��� PL1Uo li \\�I7j JOB RlAflAE WESTRELD SALES ROB MARSTON REV DATE APPROVED BY: THIS IS AN ONDIRAL AESIGN CREATED TY PLUMB SIGNS AND REMAINS THE PROPERTY OF PLUMB SIGNS UNTIL TRANSFER BY SALE, ALL RIGHTS RESERVED. ANY UNAUTHORIZED USE OR DUPLICATION WILL RESULT IN A $1,000 CHARGE. EWE/NAME .._1:613_AA4.WESTFIEU) REV size 7_9_08 DESIGNER TODD PETERSEN SIGNATURE 909 @Mai Kai gg, TACOMA, M98409 LOCATION! 633 SOUTH ENTER, SEATTLE SCALE 1/2"=1' I Fri= CO Mr MN 08T pCppplEIV DERCT dRC COLORS START DATE] 06.05.08 PAGE j 1 OF 2 1 I r COPYRIGHT2008 PLUMB 0031)E1217MICONEMSECED CONDITIONS BEFORE FABRICATION W W W PLUMBSIGNS.COM 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 !NIMBI PEC*Bfli9 5515 Doyle Stroot Suits 16 Eraoryville. Colifsrsis 94609 Tolopisos 510.595.9619 Facsimile 510.596-1914 Project Wesiliek! 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 5/31/01 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum A /A\ SPD Revision Drawing Title AA4 Westfield ID at Mall Entry - Primary Drawing Number GD104.01 a .;1 .i.t ! 1 ,i , 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 101111E PEIIl1II*II 5515 Bayle Street Suits 15 Emeryville. Celifereie 941118 Wayless 510.519-8110 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 5/31/01 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 FRONT VIEW Scale: 1/4" = 1.-0" 34,bia-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" Sign Attached to grill with mechanical fasteners and 3/8" long stainless steel standoff sleeves. PIII19111!nNIIIIINIIIIIIIMIIIIIh,''IIIIIIIIIIIIIII11IIIIIIWIIIIIIIIIIIIIIIIIIIIVN1111IIII11IIIIP!III111INIIIIIIIfl811111111flIIIIIIIIINIllUfl9111111111111111hi1i SIGN PLACEMENT ELEVATION Scale: 1/8" = 0" Client/Design Architect Westfield Design 11601 Wilshire Blvd., 12th Floor Los Angeles, CA 90025 Graphic Consultant MARE PEI nen; *II 6615 Doyle Street Suite 15 Emeryville. Santerei@ 14601 Telephone 511.611.1111 Feesi•ile 611.596-6114 Project Westfield 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 �t t atek Drawing Number GD106.01 t ;I , .rH I• n .r:I• AA1 Main ID Pylon AA3 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 $AUAAE PEI m! n i * n 5616 Doyle Street Suite 15 Emeryville. Califersie 94108 TiIspkees 510.618-8110 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 11/09/07 Addendum A /A\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 702.00 .o. 1" thick dimensional acrylic letters; painted face & returns; stud mounted with stainle steel stand-offs (PA) 0 0 U c a 8 U) ± 6'-10" (6'-8" min.) // FRONT ELEVATION - West Parking Structure Scale:1 1/2" =1'- 0" 1 1 1 .l�titttt� t 41 1 1 1 tittlttt I • ��t111� to ARA 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Z SIGN PLACEMENT ELEVATION Scale: 1/4" =1'- 0" 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. o 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. /*L in 3 in SIDE ELEVATION 1/4" thick dimensional acrylic letters; painted face & returns; mounted with full coverage 3M VHB tape (O.A.E.) Graphic treatment; Digital Print to wrap all sides of sign cabinet 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 C C A 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 0008011 PEG Cie 14 n 5515 0oylo Stroot Saito 15 Eooryvillo. Colitoroio 04000 Tolopb000 51D-505.0010 Faeaioila 510-500-0014 Project Southcenter 633 Southcenter Seattle, WA 98188 RECEIVED Project Number Bal 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 A A T Parking OD as Pedestrian Entry 614a0047 Z --h+R-I Drawing Number a 1 I° THICK DIMENSIONAL ACRYLIC LETTERS WITH PAINTED FACES 8 RETURNS; STUD MOUNTED OFF WALL 112° WITH STAINLESS STEEL STAND-OFFS AND I/4°X3° EMBEDDED FASTENERS. 0.500° 3/8°THICK ACRYLIC LETTERS MOUNT CENTERED ON FACE WITH (3-4) #8X1/2° SCREWS+WASHER/LETTER THROUGH BACK OF PANEL WEST PARKING STRUCTURE Graphic treatment; Digital Print to wrap all sides of sign cabinet END VIEW TO MATCH: MATTHEWS PAINTS 1P21246 LRV 18.9 SATIN TO MATCH: PMSO485 SATIN J 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. ®awing 17tle A% Parking ID at Pedestrian Level (Non -Illuminated) ;fQUANTITY: 1 EACH GARAGE A !3 B rowing Number GD107 t( — o Cetto`I`f` ° y , G EAST PARKING STRUCTURE P ` 909 SOUTH 28TH L U M s , (253)�Q73 } 3:3 _ ..,. `� I I o 4� ST. TACOS-. A, 98409 � °7 � III VIREBTALi.D I: R03 ^ IIS THIS IS AN ORIGINAL I CREATED BY PLUMB SIGNSAND THE P ERTY CI PUMAS UNTIL TAA BY BALE. ALL RIGHTS ANY l�E OR WILL RESULT IN A 01,DQD CHARGE. = — 10�9�A7 w�1F�D TOIID FUMES! SY: — 1.9/8"x+9' T4Y_ h ,`-°.,.�. 3323` GSI 1� t oo UMBSIGNS.GOM MART wail 09.9008 PAGE9 OFR I 0 PnYR GHT 2D�JO8 PL UMB SIGNS, INC. LLL10[ (CUa DIMENSIONSfIp�l9ilnli::,1 : 7 f• FABRICATION 1.500' 8.500' 1-1/2' x 1-1/2' x 1/8' ALUM ANGL WELDED VERTICALS (SEE LAYOUT BELOW) li — 1 1 26.000' 3'x3'x1/8' ALUM ANG FRAME (WELD) Drswinp ye ingatF Paricumfn (Non llleted).:< QUANTITY. I EACH Pedest,an el GARAGE A & B ,,p APPROV Drawl 9 1813JA7 WESTFIELD DOWNER 100D PETERSEN 4-) A STRUCTURE (PARTIAL) SCALE: 3'=1' 78.000' SIGN FACE/FRAME I'x4' ALUMINUM REC TUB ACROSS TOP a BOTTOM OF SIGN WELDED CAPS ON ENDS. 3'x3'xI/8' ALUM ANG FRAME (WELD) 3/8'TNICK 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 8 RETURNS. 3/8'x2' BOLT (SEE LAYOUT BELOW) 3/8'x2 1/2' WEDGE ANCHOR (SEE AYOUT BELOW) 'x2'xI/8' STEEL ANGLE PLUG WELD REC TUBE TO ANGLE FRAME PLUMB SIGNS INC. 909 SOUTH 28TH ST. TACOMA, WA 98409 (2531473-3323 FAX (253) 472.3107 d0E NAME FILENAME LOCATION START DATE 26.000' 26.000' FRAME & MOUNTING PER SIGN FACE SCALE: I-I/2'=I' 26.000' SECTION VIEW A -A SCALE: 3'=I' WEERNELD SALES ROB AAAR m REV DATESY: APPROV s1 AN ORIGINAL DESIGN�PR 1813JA7 WESTFIELD DOWNER 100D PETERSEN PLUMB ANDREMAINS 7HEOF PLUMB SIGNS UNTIL TRANSFER BY SALE, ALL RIGHTS RESERVED. ANY UNAUTHORIZED USE OR DUPUCATION WILL RESULT IN A 81,000 CHARGE. SS E NOS - L SIGNATURE NM MINIM N0 SR MEM ENO MEN _ vIN D1.1Da8 PAGE 2OFe ® COPYRIGHT, 2008 PLUMB SIGNS, INC. FEED VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE FABRICATION s s' Nf W to *ST141141 - tat 2 PJEW PAC .I .0 I, , • %It!: 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 EOlilE PEI W i n I* 0 5515 Doyle strait Suite 15 Emeryville. Califsrsis 94100 Tslephese 610.618.8110 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 • 11/09/07 Addendum A /N\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 102.00 FRONT VIEW Scale: 1/4" = 1'-0" 416'-0" Sctpte- e.. 7-00 NOTE: Illuminated sign to be fabricated to comply with Westfield signage standards. Fabricated aluminum channel letters with painted retums and backs; illuminated with acrylic faces and translucent vinyl 10 Westfield's specification; provide stainless steel sleeves at attachment to favade; gasket dissimilar metals; with no exposed fasteners or conduiting SIGN PLACEMENT ELEVATION Scale: 3/32" = 1'- 0" a� LU SIDE VIEW Scale: 1/4" =1'-0" 8 in Sign Attached to wall with studs and 3/8" long stainless steel standoffs. Client/Design Architect Westfield Design 11601 Wilshire Blvd., 12th Floor Los Angeles, CA 90025 Graphic Consultant SHARE PEI men lipo 5515 Doyle Street Slits 15 Emeryville. C/literois 14801 TsIspbuu. 511.591.1111 Fie.i•il. 511.598-8114 Project Wesbekt Southcenter 633 Southcenter Seattle, WA 98188 RECEIVED Project Number 6307.00 MAY 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 ;11`i 3 neem Drawing Number Owe 3 1%* d 1 scer flc .blf GD103.01 101 , 2 r SI' , ..!H I. IP 1 .1'1 M1 Main ID Pylon AA3 Mall Entry ID - Secondary AA4 Mall Entry ID - Primary AA5 Bridge Mounted Parking ID M6 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 1011AIE FES U!1II*fl 5516 Doyle Street Saito 15 Emoryvills, Califeraio 94108 Mashies 510.618.8110 Facsimile 510-611.1114 Project Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Data 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 /µ\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 102.00 rT s,r K.� TUkWl1_A A ' PARKWAY X Y `s.: 7 lA 7 Li•1 UNE Y LINE i 1 7 Z NOT APARTP COfIMCPOW macys d r 7 l rem�l�ma� 1 - rG1 L . Qu>1= Ai MUM% ser r0T4tMWMCMIRAO a SIGN LEGEND AA1 Main ID Pylon AA2 Secondary ID Pylon • Power required AA3 MaII Entry ID AD1 Primary Vehicular Directional • No power required Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant 10111111 PEG mini*0 5515 Ovals Street Suits 15 Emeryville. Califernis 84108 Telepis's 51048 641310 Facsimile 510-581.1814 Project Westrieff 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 AA3 Mall 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 irN HUM PEO U ! lI I IP II 5515 Dsyle Streit Saito 15 Emeryville. Califs/aim 94808 Telepioae 510.518.8810 Facsimile 510.511.8814 Project Westilek! 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 80% Documentation 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 Level 2 - New Mall Drawing Number LP 302.00