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Permit S08-044 - WESTFIELD SOUTHCENTER MALL
WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL S08-044 THROUGH S08-51 FREESTANDING SIGNS SITE INSPECTION (PLANNING) File No. S08-044 Name of Tenant: Westfield Sign Address: 2800 Southcenter Mall Date Photo Taken: October 2, 2008 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 10-02-08 File No. Name of Tenant: Sign Address: Date Photo Taken: • • SITE INSPECTION (PLANNING) S08-045 Westfield 2800 Southcenter Mall October 2, 2008 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 10-02-08. Olive Garden Entrance JC Penny East Entrance • • SITE INSPECTION (PLANNING) File No. S08-046 Name of Tenant: Westfield Sign Address: 2800 Southcenter Mall Date Photo Taken: October 2, 2008 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 XXIXX/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 ),kA \c' SITE INSPECTION (PLANNING) File No. S08-049 Name of Tenant: Westfield Sign Address: 2800 Southcenter Mall Date Photo Taken: October 24, 2008 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 10-24-08 West mall entry- (Nordstrom File No. Name of Tenant: Sign Address: Date Photo Taken: • • SITE INSPECTION (PLANNING) S08-050 Westfield 2800 Southcenter Mall October 24, 2008 x _ Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 10-24-08 North mall entry East mall entry v?/ File No. Name of Tenant: Sign Address: Date Photo Taken: • • SITE INSPECTION (PLANNING) S08-051 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 Cascade Gara•e West Elevation- .arkinID Parcel No.: Address: Suite No: City I.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: S08-051 05/30/2008 11/26/2008 Business: Name: Address: Property Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: SOUTHCENTER/WESTFIELD MALL Phone: 2800 SOUTHCENTER MALL , WESTFIELD PROPERTY TAX DEPT PO BOX 130940 JOSH CHRISTENSEN 909 SOUTH 28TH ST PLUMB SIGNS 909 SOUTH 28TH ST Phone: Phone: 253 381-3026 Phone: 253 473-3323 DESCRIPTION OF WORK: 2/2 WALL SIGNS FOR WESTFIELD/SOUTHCENTER MALL - AA7 ON DIAGRAM - CB Fees Collected: PERMANENT SIGN: Wall Area (sq. feet): Wall Sign Size (sq. feet): Sign Lighting: Face Residential Land: $250.00 Street Frontage for Entire Lot: Building Height (feet): Sign Size (sq. feet): Sign Height (feet and inches): Setback (feet): Number of Sign Faces: Wall Sign #1 0 16.51 Zoning: TUC Wall Sign #2 0 16.51 N N Freestanding Sign #1 0 0 0 0' 0" 0 0 Wall Sign #3 0 0 Sign Type: Freestanding Sign #2 0 0 0 0' 0" 0 0 Wall Sign #4 0 0 Planning Division Authorized Signature: y ! 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 S08-051 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 PERMANENT SIGN PERMIT Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Permit Number: S08-050 Issue Date: 05/30/2008 Permit Expires On: 11/26/2008 Business: Name: SOUTHCENTER/WESTFIELD MALL Phone: Address: 2800 SOUTHCENTER MALL , Property Owner: Name: WESTFIELD PROPERTY TAX DEPT Phone: Address: PO BOX 130940 Contact Person: Name: JOSH CHRISTENSEN Phone: 253 381-3026 Address: 909 SOUTH 28TH ST Contractor: Name: PLUMB SIGNS Phone: 253 473-3323 Address: 909 SOUTH 28TH ST DESCRIPTION OF WORK: 2-3/3 WALL SIGNS [AA3], 1/1 WALL SIGN [AA4], 1/1 WALL SIGN [AA6] FOR WESTFIELD/SOUTHCENTER MALL - CB Fees Collected: $500.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Area (sq. feet): 0 0 Wall Sign Size (sq. feet): 65 65 Sign Lighting: Face Residential Land: N N Freestanding Sign #1 Street Frontage for Entire Lot: 0 Building Height (feet): 0 Sign Size (sq. feet): Sign Height (feet and inches): 0 ' 0 " Setback (feet): 0 Number of Sign Faces: 0 0 Wall Sign #3 j26-.-2 1°I.5 0 Wall Sign #4 0 53.8 N N Freestanding Sign #2 0 0 0 0' 0" 0 0 Planning Division Authorized Signatur �� Date: I hereby certify that I have read and examine this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM S08-050 Printed: 06-17-2008 City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us PERMANENT SIGN PERMIT Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Permit Number: S08-049 Issue Date: 05/30/2008 Permit Expires On: 11/26/2008 Business: Name: SOUTHCENTER/WESTFIELD MALL Phone: Address: 2800 SOUTHCENTER MALL , Property Owner: Name: WESTFIELD PROPERTY TAX DEPT Phone: Address: PO BOX 130940 Contact Person: Name: JOSH CHRISTENSEN Phone: 253 381-3026 Address: 909 SOUTH 28TH ST Contractor: Name: PLUMB SIGNS Phone: 253 473-3323 Address: 909 SOUTH 28TH ST DESCRIPTION OF WORK: 1/3 WALL SIGNS FOR SOUTHCENTER/WESTFIELD MALL - AA3 ON DIAGRAM - CB Fees Collected: $500.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 65 0 0 0 Sign Lighting: Face Residential Land: N N N N Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 0 0 Building Height (feet): 0 0 Sign Size (sq. feet): 0 0 Sign Height (feet and inches): 0 ' 0 " 0 ' 0 " Setback (feet): 0 0 Number of Sign Faces: 0 0 Planning Division Authorized Signature: Date: I hereby certify that I have read and examined 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 PTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us PERMANENT SIGN PERMIT Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Permit Number: S08-048 Issue Date: 05/30/2008 Permit Expires On: 11/26/2008 Business: Name: SOUTHCENTER/WESTFEILD MALL Phone: Address: 2800 SOUTHCENTER MALL , Property Owner: Name: WESTFIELD PROPERTY TAX DEPT Phone: Address: PO BOX 130940 Contact Person: Name: JOSH CHRISTENSEN Phone: 253 381-3026 Address: 909 SOUTH 28TH ST Contractor: Name: PLUMB SIGNS Phone: 253 473-3323 Address: 909 SOUTH 28TH ST DESCRIPTION OF WORK: 4/4 FREESTANDING SIGNS FOR WESTFIELD/SOUTHCENTER MALL - AA2 ON DIAGRAM - SECOND SIGN IS AA1 ON DIAGRAM @ THE WEST EXIT ON SOUTHCENTER PY - CB Fees Collected: $250.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: Freestanding Sign #1 Street Frontage for Entire Lot: 2000 Building Height (feet): 30 Sign Size (sq. feet): 24.66 Sign Height (feet and inches): 8 ' 2 " Setback (feet): 8.16 Number of Sign Faces: 1 Freestanding Sign #2 2000 30 40.7 10' 2" 10.16 1 Planning Division Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM S08-048 Printed: m_ln_2nnR 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: S08-047 Issue Date: 05/30/2008 Permit Expires On: 11/26/2008 Business: Name: SOUTHCENTER/WESTFEILD MALL Phone: Address: 2800 SOUTHCENTER MALL , Property Owner: Name: WESTFIELD PROPERTY TAX DEPT Phone: Address: PO BOX 130940 Contact Person: Name: JOSH CHRISTENSEN Phone: 253 381-3026 Address: 909 SOUTH 28TH ST Contractor: Name: PLUMB SIGNS Phone: 253 473-3323 Address: 909 SOUTH 28TH ST DESCRIPTION OF WORK: 2/4 FREESTANDING SIGN FOR WESTFIELD/SOUTHCENTER MALL - AA2 ON DIAGRAM - CB Fees Collected: $125.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 2000 0 Building Height (feet): 30 0 Sign Size (sq. feet): 49.32 0 Sign Height (feet and inches): 8 ' 2 " 0 ' 0 " Setback (feet): 8.16 0 Number of Sign Faces: 2 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 a 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: S08-046 Issue Date: 05/30/2008 Permit Expires On: 11/26/2008 Business: Name: SOUTHCENTER/WESTFEILD MALL Phone: Address: 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: 1/4 FREESTANDING SIGNS AA2 - CB Fees Collected: $125.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: Freestanding Sign #1 Street Frontage for Entire Lot: 0 Building Height (feet): 0 Sign Size (sq. feet): 0 Sign Height (feet and inches): 0 ' 0 " Setback (feet): 0 Number of Sign Faces: Freestanding Sign #2 2000 30 24.66 8' 2" 8.16 0 1 Planning Division Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM S08-046 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 PERMANENT SIGN PERMIT Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Permit Number: S08-045 Issue Date: 05/30/2008 Permit Expires On: 11/26/2008 Business: Name: SOUTHCENTER/WESTFEILD MALL Phone: Address: 2800 SOUTHCENTER MALL , Property Owner: Name: WESTFIELD PROPERTY TAX DEPT Phone: Address: PO BOX 130940 Contact Person: Name: JOSH CHRISTENSEN Phone: 253 381-3026 Address: 909 SOUTH 28TH ST Contractor: Name: PLUMB SIGNS Phone: 253 473-3323 Address: 909 SOUTH 28TH ST DESCRIPTION OF WORK: 2/5 FREESTANDING SIGNS FOR WESTFIELD/SOUTHCENTER MALL - AA1 ON DIAGRAM - BOTH OF THESE SIGNS ARE DOUBLE SIDED, PARALLEL TO THE ROADWAY, ONE SIDE IS COUNTED ONLY -CB Fees Collected: $250.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 2000 2000 Building Height (feet): 30 30 Sign Size (sq. feet): 40.7 40.7 Sign Height (feet and inches): 10 ' 2 " 10 ' 2 " Setback (feet): 10.16 10.16 Number of Sign Faces: 1 1 Planning Division Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM S08-045 Printed: 05-30-2008 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: S08-044 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 Wall Sign #1 0 0 Wall Sign #2 0 0 Freestanding Sign #1 Street Frontage for Entire Lot: 0 Building Height (feet): 0 Sign Size (sq. feet): Sign Height (feet and inches): 0 ' 0 " Setback (feet): Number of Sign Faces: 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 •- 06" 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 Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: ci. tukwila. wa. us Steve Lancaster, Director I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: 5/30/0 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, 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] — y p . 7_ #‘ 5t • K 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] 119 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. ! 3 . 1 g '—) 1 7'%. d 8 v ✓G2 -- 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 TUB:W Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01875 Payment Amount: $250.00 Initials: CB Payment Date: 05/30/2008 01:10 PM User ID: 0400 Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16598 250.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 250.00 Total: $250.00 3036 05/30 9711 TOTAL 2125.00 . a. „= )„ f11111Q • 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://ivww.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: 508-050 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 ED: 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 Print.* ng_Z(L9nrut • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: S08-049 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01873 Payment Amount: $500.00 Initials: CB Payment Date: 05/30/2008 01:05 PM User ID: 0400 Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16598 500.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 500.00 Total: $500.00 3036 05/30 9711 TOTAL 2125000 D.infod• nr-an23nna • 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 Initials: CB User ID: 0400 Payment Amount: $250.00 Payment Date: 05/30/2008 01:00 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 2125.00 Drnnf ,4• nc_Jn_)nns • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: S08-047 Address: 2800 SOUTHCENTER MALL TUBW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01871 Payment Amount: $125.00 Initials: CB Payment Date: 05/30/2008 12:54 PM User ID: 0400 Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16958 125.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 125.00 Total: $125.00 3036 05/30 9711 TOTAL 2125.00 nn 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: S08-046 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01869 Initials: CB User ID: 0400 Payment Amount: $125.00 Payment Date: 05/30/2008 12:48 PM Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16958 125.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 125.00 Total: $125.00 3036 05/30 9711 TOTAL 2125.00 D.:..�„a• nc 'n ')nnQ 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 TUICW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: Receipt No.: R08-01868 Initials: CB User ID: 0400 Payment Amount: $250.00 Payment Date: 05/30/2008 12:41 PM Balance: $0.00 Payee: JOSH FOR PLUMB SIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16958 250.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 250.00 Total: $250.00 3036 05/30 9711 TOTAL 2125.00 Prinfcri• nc_'tn_7nnR 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: S08-044 Address: 2800 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 05/19/2008 Applicant: PLUMB SIGNS Issue Date: 05/30/2008 Receipt No.: R08-01866 Payment Amount: $125.00 Initials: CB Payment Date: 05/30/2008 12:20 PM User 1D: 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_:..,_._1. AG nn nave • • 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". 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: -i 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". -� 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: -> Total of 3 AA3 wall signs will be permitted: -i 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: -� 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 AA 1 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 -� AAI sign at the corner of Southcenter Pkwy and Strander Blvd is single sided, 40.7 square feet. The setback for this sign must be equal or more than its height, 10'-2". 4 AA2 sign at the intersection of Tukwila Pkwy and the overpass of I-405 will be counted as a single faced sign, 24.66 square feet. The sign will however be double sided with the second face not to be visible from the public right-of-way [parallel to Tukwila Pkwy]. The setback for this sign must be equal or more than its height, 8'-2". ADDITIONAL NOTES: 4 The total of these two signs is 65.36 square feet which can be permitted in the future. The total square footage with these two reserved signs would equal 1198.8 square feet, leaving only 1.2 square feet under the 1200 square foot allowed budget. Additionally, permit number S08-049 has only one sign issued under its designation but the applicant paid for 4 signs, leaving them with the option of adding these two signs [listed above] without needing to pay for them plus another sign in the future. Westfield Southcenter WESTFIELD SIGNAGE BUDGET (LIMIT 1200 SQ.FT.) Type Type Type Location P Orientation Sides to Street Size Sq.Ft. Permit Number Notes? (Intalledl/[Anulied[folPer'mit� r1 Garage Wall 2 Garage Wall 3 Garage Wall 4 Monument Freestanding AA1 5 Monument Freestanding AA1 6 Monument Freestanding AA1 7 Monument Freestanding AA2 8 Monument Freestanding AA2 9 Monument Freestanding AA2 10 Monument Freestanding 11 Entry Wall 12 Entry Wall 13 Entry Wall 14 Main Entry Wall 15 Bridge Wall 16 Parking ID Wall 17 Parking ID Wall SUB -TOTAL Not Disce atilT(Does not count 18 Entry Wall 19 Entry Wall 20 Entry Wall z41T 0Appliedermi Intalled 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 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 M7 Olympic Garage - East towards the 1200 SF limit) AA3 South-West Mali Entry (Sears) AA3 South -East Mall Entry (Racha) AA3 5O)'ni - P' 1 py SL p, 21 Monument Freestanding 22 Monument Freestanding SUB -TOTAL TOTAL LIMIT Surplus Area / (Over) Future 25 Monument Freestanding AA1 Bank of America Adjacent AA2 North - Freeway overpass "T" AA1 SW - Strander & Southcenter Pwy Wall Mounted Wall Mounted Wall Mounted Perpendicular Parallel Parallel Parallel Perpendicular Parallel Parallel Wall Mounted Wall Mounted Wall Mounted Wall Mounted Wali Mounted Wall Mounted Wall Mounted 1 side 110.00 S07-091 1 side 110.00 S07-091 1 side 110.00 S07-091 2 sided 81.40 S08-044 1 sided 40.70 S08-045 1 sided 40.70 S08-045 1 sided 24.66 S08-046 2 sided 49.32 S08-047 1 sided 24.66 S08-048 1 sided 40.70 S08-048 1 side 65.00 S08-049 1 side 65.00 S08 -06o 1 side 65.00 S08-050 1 side 21,950 S08-050 1 side 5S.ou S08-050 1 side 16.50 S08-051 1 side 16.50 S08-051 Wall Mounted 1 side Wall Mounted 1 side Wall Mounted 1 side Parallel Parallel 45 degrees 1 sided 1 sided W1 W2 W3 FS2 FS1 FS2 FS2 FS1 FS1 FS2 W1 W2. W3 W3—'-CV'Se W4 W1 W2 Z(w A3 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 1 sided 40.70 (Per City of Tukwila) WF SCR Ext Sign Bgt 2008 07 09.xis Sheetl 7/9/2008 11:56 AM ci @SEE PeR4+1 c4/5 65: jzieee„,JA 6erq4-Gic_ : 44 42'1 vv, -/ • /4-6 SEE ▪ /L, 12. L k/.6: SEE SEE PROPERTY UNE ye- cref3 SEE SEE SEE PARKwA -1 • . SIGNALIZED INTERSECTION 044110 M 1131MOCL If It 00,01t• MP= 11M0.1.1 V.1101I ReglatratIon No. Consultant., NORDSTROM 3 LEVELS Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Kay Plan: 176:12_4tr4t-; 6v0--atfri L•c=;=--/A-re--/- 0 - .7to C"..7-.g'4-e./C-: SIGNAUZED j • INTERSECTION j I , @SEE •-•drlik O 0 0 0 • 0 a a O 000•Gaaa O CI SAM" O 0.62,,a_t68 O a A • 6 A • A 6 A A A • 6 6 0 Ike a a 1/111•Sr?;1115=11.1...1.11r ••• I • • ..... e (IFNFRAI NOTF. FOR DETAILED • INFORMATION OF WESTFIELD SITE ID e SIGN REFER TO SIGNAGE PACKAGE BY SQUARE PEG • DESGIN PLANTERS PER LANDSCAPE DRAWING — 4/0.7-° 66- A -c"--- FUTURE PAD SEE NOTE Sheet ITU. PROPOSED FREESTANDING SIGNAGE SITE PLAN Job No. Data I•1607 Scale 1,611. ....inv-w-ff.cr-arsr.t-seass.mtmemwsmemra•zemsre..a•-•.trvitEfl mar "Er mm. my, Ispr "sr P.IEITGNAIEFAN r )fl Ift,_•41MIr STRANDER BOULEVARD EXISTING TREES Kemal v tui v I✓1 r v -I "► v VO s are. actual SEE S=i0ACK L 5/r ��D ECTIOn 7-Lik A PARK WA N .UZED SZG'N:TZED VTERSECRON INTERSECTIO`: Westfl2Id Southcenter (E) • BAHAMA OREEZ SEE SEE 1' NESITIEL7D�DCESGGN & ICPt 1�11.41 8 11111TTt Losao=lso. coulomb Tr.pMh. 310 478 HSE Fmbnis 310 478 4148 ilnItIrri 100, 41•41042 nn tilnimilin OM. !At XVI O.tP.S 4,7-0/7 OCR*eOl`[.sir mu .( MA0110 EE n SEE Registration No. €-_)S E E 41,4 MATTHEW BOREEN v Consultants 2 LEWIS PROPERTY u. 'PRBACK LINE __--PROPERTY LINE NORDSTROM .a U:vtt.S 3SEE 5/ jSEE Cbz 3 Approvols/Phose: Site Signage - Landscape Package 4/19/2007 SIGN iV1E' 0 o LCL - i -1 O 0 Key Plan: ice—_-- ,o We) SEE @, IGKAUZEh -- � ItJTERSECTi (SEE \ 17 El 9 C1 00 /•4 A 0liA t « 4 1 Ii _1�� -751 wie awaetoeve-.7. -� E r- .. 7e 1 1:. IjI I,. t I t '�• An I. , !�r.7.7-4.411, . _yIpill: i 4e ., �� r. PLANTERS PER LANDSCAPE DRAWING 77T////1TTTLaJ - _ _ - DI R G \if :'/ 7 T ��y7713 I'- M / - - I I I c. , j mw T;FNFRAL NOT' ®FOR DEI AILED INFORMATION or WESTFIELD SITE ID eSIGN - REFER TO SIGNAGE PACKAGE 82 SQUARE PEG OESGIN SEE1 , SEE FUTURE PAD SEE I:OP- No. Revision Date p_ A A A A 0 0 A A A A A A A Shoot 11110 PROPOSED FREESTANDING SIGNAGE SITE PLAN WF -ASK -018 SIGCNALIZED NTERSECDO3J vV nr, i'rter • Dim i-� \� STRANDER BOULEVARD `sffir EE , EXISTING TREES NORTH Job No. Date Scale I/O I..sCI 1YT0 '66 : 6 cr-,6,4cv-__: 2(0/ • •/."-:::-------PROPERTY LINE • / SEE , aingesEcnoN • 17e/2 -M: acf5 /7. 6 5: dq.eee, SEE 11-/ki•vi SEE SEE PROPERTY UNE exe / / ,I ,..,`„••;,/: ' 72/, / 1 ; I i,f : ,• r. • •,.„,:____.,) \:.............—f_r) C_Fil I ... ' ,. I --i, 12 1 SEE SEE @SEE y `.] fe- fl Oft., NA. SEE (4_) 1Z&c weeset4 Southcenter limedm._PAAWN NAUZED SIGNALIZED INTERSECTION 61 'Jtc-cc,- De -0 A. " SEE @, SEE @, WESTFIELD DESIGN & CONSTRUCTION 11601 VillInne Boulevard, 11111 Roar Lo;aroea. 1748 Telephone 310 479 4436 FaceSnile 310 4711 4466 TM MOM S 041XWM, SONCL 4. T. FICIOTI Of THE AROOECI .• O, OPROPOED onOLIT MO.EIRTS PEIMISKSI MOMS GO. MI IJOIIECTS WE ILL WAN WO CHO WM.,. SlOwl Ex Mir POMO ME FP LIE Cm ME SKOPEP PROEM OE • 40 OPAL lOr USO 0111EHOSE IIMEW OVERH FIALISSICF ROY ME MCIVER Registration No. AKA mervyws 2 LEVELS SIGNALIZE INTERSE NORDSTROM 3 LEVELS SOUTHCENTER PARKWAY 7 1/ SEE 4- Per2-A4/7-#: 54'e5-01-17- 1+ 12,5: z/ei,3z 0 1 6erixtek:: 3(-1 SETBACK LINE PROPERTY LINE Consultants 1- u.) w Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: pe-amir*-: 6r43-0qh- --tIT' r P6, L — Eri SEE @, LI I 1 , SIGNAUZEO INTERSECTION Ark s. FIRESTONE oCRENNEY0 8.8 11A$( PARCEL I C2 ACRES 38 CARS • GFNFRAI NOW: FOR DETAILED • INFORMATION OF WESTFIELD SITE ID e SIGN REFER TO SIGNAGE PACKAGE BY SQUARE PEG • DESGIN Pem 5c7e-a,:e4, : 6ergxteK_ • 2_14' SEE SEE n FUTURE PAD SEE NOTE No. Revision Date A A AA AAA AAA A A A Sheet THU PROPOSED FREESTANDING SIGNAGE SITE PLAN SE Job No. 7 11 - " STRANDER BOULEVARD / 01 - - _ Date AISAY Scale 1,8P1K AL1.1-0 A Tit ..,.. s 7-L- /1— Li,. ▪ 111 / / - Westfield Southcenter WESTFIELD SIGNAGE BUDGET (LIMIT 1200 SQ.FT.) Type Type Type Intalled / Applied for Permit 1 Garage Wall 2 Garage Wall 3 Garage Wall 4 Monument Freestanding AA1 5 Monument Freestanding AA1 6 Monument Freestanding AA1 7 Monument Freestanding AA2 8 Monument Freestanding AA2 9 Monument Freestanding AA2 10 Monument Freestanding AA1 11 Entry Wall AA3 12 Entry Wall AA3 13 Entry Wall AA3 14 Main Entry Wall AA4 15 Bridge Wall AA6 16 Parking ID Wall AA7 17 Parking ID Wall AA7 SUB -TOTAL Not Discernable (Does not count 18 Entry - Wall 19 Entry Wall 20 Entry Wall Location Orientation Sides Size to Street Sq.Ft. Permit Number Notes? 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 ? Not Yet Intalled /Applied for Permit 21 Monument Freestanding AA1 22 Monument Freestanding AA2 23 Entry Wall 24 Main Entry Wall SUB -TOTAL TOTAL LIMIT Surplus Area / (Over) Future 25 Monument Freestanding AA4 AA4 Bank of America Adjacent North - Freeway overpass "T" Main Entry Sign (8'-6"h) REMOVE Main Entry Sign (7'h) AA1 SW - Strander & Southcenter Pwy Wall Mounted Wall Mounted Wall Mounted Perpendicular Parallel Parallel Parallel Perpendicular Parallel Parallel Wall Mounted Wall Mounted Wall Mounted Wall Mounted Wall Mounted Wall Mounted Wall Mounted 1 1 1 2 1 1 1 2 1 1 1 1 1 1 1 1 1 side side side sided sided sided sided sided sided sided side side side side side side side 110.00 110.00 110.00 81.40 40.70 40.70 24.66 49.32 24.66 40.70 65.00 65.00 65.00 126.00 53.80 16.50 16.50 A 1,039.94 Wall Mounted 1 side Wall Mounted 1 side Wall Mounted 1 side Parallel 1 sided Parallel 1 sided Wall Mounted 1 side Wall Mounted 1 side B S07-091 S07-091 S07-091 S08-044 S08-045 S08-045 S08-046 S08-047 S08-048 W1 W2 W3 FS2 FS1 FS2 FS2 FS1 FS1 S08-048 FS2 S08-049 W1 S08-049'57, O#V S08 -041—S-57 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? 24.6 24.666 219.50 (126.00) 158.86 C 1,198.80 =A+B D 1,200.00 1.20 =D -C 45 degrees 1 sided 40.70 (Per City of Tukwila) WF SCR Ext Sign Bgt 2008 07 09.xis Sheetl 7/9/2008 11:56 AM 1 • REQUEST FOR ADDITIONAL INFORMATION July 11, 2008 Mr. Josh Christensen Plumb Signns, Inc c 909 S. 28 Street Tacoma, WA 98409 RE: Westfield Mall S08-049 Dear Mr. Christensen, In order to process you application for a permanent sign permit, the City requires additional information. Two of the signs you included in your permit — AA1 Adjacent to Bank of America and AA2 North — Freeway overpass "T" — have been removed from your permit application due to the potential future use of the area being undetermined. A refund has not been issued to you at this time. If you would like to revise this permit to reflect the installation of these two permits at any time you may do so without needing to pay the application fee again. The additional information needed at the time of revision would be the placement of the sign, its orientation to the street and its setback distance from the current property line. If you have any questions with this matter you may call me at 206-433-7141 Sincerely, Chris Beale Planner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 206 431-3670 PERMIT NO. 5Oc3 Oc-(, 06—a DATE: 0. Jam. / 9'• 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 RECEIVED 98409 (253)473-314y 20 Y 1 9 08) Phone Tacoma, 98409 (253) 473-332tommuNtTY 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 151-1 Sign elevations with area calculations and dimensions • Building elevations (for wall signs) Supporting structure and method of illumination [g. One copy of valid Washington State contractor's license ig $125 application fee per sign See back of form for examples Is your sign a: Freestanding sign 15 or more feet in height FA Pole sign with face 30 square feet or more in area O Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding �'- Did building go through design review? [$ Yes ❑ No Wall 'y" WALL SIGNS: A 43 X 6 „imp .4 Js Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) FD ,' x .i/c6 A.1 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. Ai p Does wall sign weigh more than 400 pounds?(Y/N) .4/40 Sign illumination (intemal/external/none) ',v7•• 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 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) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information fumished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila . ' be met. 5/12/08 /`r Date ignature of owner or au Zoning: connie@plumbsigns.com josh@plumbsigns.com onzed pl / Email Address FOR OFFICE USE ONLY Planning review by: O Denied ❑ Issued ❑ Issued with conditions Structural review required? ❑ Yes ❑ No Structural review by: O 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. �c3-O'57 0.� .(.28 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., Of 19 20081 Phone 98409 (253) 473-3 NtTM �����ONT 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 Building elevations (for wall signs) Supporting structure and method of illumination One copy of valid Washington State contractor's license $125 application fee per sign See back of form for examples Is your sign a: [a Freestanding sign 15 or more feet in height Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more If any of the above are true, the appllcat/on 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 -V WALL SIGNS: 47,4 7 x 4 5i6,.,u5 Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) / 7 / X J .../6-,r/S Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. ,4,." p Does wall sign weigh more than 400 pounds?(Y/N) icJ O Sign illumination (intemal/extemal/none) oue4/6 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 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) 248-663p. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUAN▪ CE. I HEREBY CERTIFY that the above information fumished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila . % be met. connie@plumbsigns.com 5/12/08 josh@plumbsigns.com Email Address Date ignature of owner or au Zoning: FOR OFFICE USE ONLY Planning review by: O Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: O Denied 0 Approved 0 Approved with conditions P:\Planning Forms \ Applications \ 2007 Applications\PermSign-12-07.doc Revised on 12-07 Cayce Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206 431-3670 PERMIT NO. 06-0 PERMANENT SIGN PERMIT APPLICATION Westfield Business Name Connie/Josh Applicant/Contact Plumb Signs Inc. Contractor Please print 2800 Southcenter Parkway Address of Sign 909 S. 28th Address, City, State, Zip 909 S. 28th Address, City, State, Zip Phone RECEIVED St . , Tacoma, 98409 (253) 473-3.12aTMA i 9 2006 Phone St., Tacoma, 98409 (253)473-3 Coup El AOEKT 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 I 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 EA Pole sign with face 30 square feet or more in area O Wall sign weighing 400 pounds or more if any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) O Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding j" Did building go through design review? 7 Yes ❑ No Wall ", WALL SIGNS:qf, G x 4141, l .J'6Ad Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) lo.' . , X 1 4 —1 / 4-A,j& 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. ,01.J D Does wall sign weigh more than 400 pounds?(Y/N) NO Sign illumination (intemal/extemal/none) ,Ad r FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding signis allowed per premises. Height of building (feet). Generally, signs may not be higher than the building with which they are associated Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area Sign height (feet -Inches). Structural review is required for signs 15 feet or more in height. • Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. Number of si. n faces INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing inspections must take place before concrete Is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-663Q. • SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information fumished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila be met. connie@plumbsigns.com 5/12/08 josh@plumbsigns.com Date Zoning: //liar gnature of owner or au, onzed :ig FOR OFFICE USE ONLY Email Address Planning review by: ❑ Denied • ❑ Issued ❑ Issued with conditions Structural review required? ❑ Yes ❑ No Structural review by: O 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. 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, RECEIVEC Phone 98409 (253) 473-332jAY 1 9 2001 Address, City, State, Zip Plumb Signs Inc. 909 S. 28th Contractor St., Phone COMMUNITY Tacoma, 98409 (253) 473-3323DEVELOPNIENT 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 5 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 RI Pole sign with face 30 square feet or more in area O Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). O 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 •'y WALL SIGNS: A.4 4/ x / 3/6.4../ Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) Sign size(square feet) /...5 -VO 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. 410 Does wall sign weigh more than 400 pounds?(Y/N) 4/0 Sign illumination (internal/extemal/none) /Air 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) 248-663j). 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 gnature of owner or au onzed Zoning: 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. 08 -oc(;- o't6, ot( PERMANENT SIGN PERMIT APPLICATION Westfield Business Name Connie/Josh Applicant/Contact Plumb Signs Inc. Contractor Please print 2800 Southcenter Parkway Address of Sign Phone .1 E CEI ED 909 S. 28th St., Tacoma, 98409 (253)473-3323 Phone MAY 19 1008 ) Tacoma, 98409 (253)473-3323 COMMUNITY ' Phone DEVELOPMENT Address, City, State, Zip 909 S. 28th St., Address, City, State, Zip 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 Is your sign a: 1)3 Freestanding sign 15 or more feet in height lid Pole sign with face 30 square feet or more in area O Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: O $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). O Construction details to describe the proposed foundation or wall attachments (see back of form for examples) O Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding .5 Did building go through design review? CO Yes 0 No Wall •V WALL SIGNS: #1#2 Wall area (length x height) of the tenant space where the siign 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. 7/4 Does wall sign weigh more than 400 pounds?(Y/N) Sign illumination (internal/external/none) 4 ,4 02, 4.4660 FREESTANDING SIGNS: 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 ,lo' Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area 0.25/ x 5"6-144.1 Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. .3 / 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. , Number of sl. n faces INSPECTIONS _ A 4L .c — If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing Inspections must take place before concrete is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information fumished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila be met. connie@plumbsigns.com josh@plumbsigns.com 5/12/08 Date Email Address Zoning: Planning review by: 0 Denied O Issued 0 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 O Approved 0 Approved with conditions Revised on 12-07 \0I11 VI / Un vvi a Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206 431-3670 PERMIT NO. (3 og PERMANENT SIGN PERMIT APPLICATION Westfield Business Name Connie/Josh Applicant/Contact Plumb Signs Inc. Contractor Please print 2800 Southcenter Parkway MAY 1 9 2008 Address of Sign Phone LOMpimMUNi fY 909 S. 28th St., Tacoma, 98409 (253)473-TDPT 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 I' Building elevations (for wall signs) Supporting structure and method of illumination te One copy of valid Washington State contractor's license gp $125 application fee per sign See back of form for examples Is your sign a: 2 Freestanding sign 15 or more feet in height Eia Pole sign with face 30 square feet or more in area O Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding i Did building go through design review? ® Yes 0 No Wali •V 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 of LDR, MDR or HDR zones. //y3#4 Does wall sign weigh more than 400 pounds?(Y/N) Sign illumination (internal/extemal/none) FREESTANDING SIGNS: 4 4 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. 47,2060 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 X62' 7-'5Qr - , . ;i;, ,,,,`r 76.1-&---5/ m/6 Sign height (feet -Inches). Structural review is required for signs 15 feet or more in height. ,D '.Z •,, - 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 + Z + 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 :�d',,''�J / Email Address FOR OFFICE USE ONLY Planning review by: O Denied O Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: O Denied P:\Planning Forms\Applications\2007 Applications\PermSign-12-07.doc O Approved 0 Approved with conditions Revised on 12-07 1 ErR Amigrinig@ning nal CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS OF WESTFIELD SIGN FOUNDATION 633 Southcenter Boulevard Tukwila, WA 98188 FOR PLUMB SIGNS 909 South 28th Street Tacoma, WA 98409 REI Job No. 08049 April 2008 • 1519 West Valley Highway North/Suite 101 Post Office Box 836/Auburn, WA 98071 253-833-7776 Fax 253-939-2168 . 10'-2" 10'-8" PROVIDE SUPPORT FOR FRONT AND REAR ACRYLIC PANELS #4's 2'-7" MIN �+.+a- F-F� —I -i- +i - ,4-1=+i -+ 4- -- 1 .4'--1-a. :r ae- I+ 4-►-.. -1-I _- - °I I" 4 • - ed a 1.1_ a I- . 'et• d e eat .• 1 . .1 : a 1 I° . Id ° . a I 1. 111. - f •. a 1- 4 1 .1 • 1 1: I d -r 1.. a jj- .- 1- . . . - - - a .- J a. -I a .1 - 4 - 1 1 "i , 4 I r-* I. i e j ie., - 1 I I r I • i, !•�- d .d " . a - s 4. : .1° 1 1e " .e- F'I 1} a.1 .. i 1 - " 1 I_ . 41. - f 1 •a. 1 - e' " " 1 1 T 1 .-1 -I t 1- 1. d- P•11 1 a I 4 •.T1 "e 1.1 .1 •' a• 1 Ip - .I-- T-1 .J.I r fb 'FP 'P 1 • - e -1 1 1 ` I - ° (-b.1 -1- - e - " 1 Id 1- 1 ° • L : 'i1 - 1 �J U d SIGN, BY OTHERS 4 4 -If- . 4.-1 1 3- CLR 1 I b .11• 3" F - i9: 1•$- .141 . IIa 41 - 1 T - •:f • I -I • •1.1 ° C[R u u u. !_I -rte U THIS SIGN FOUNDATION ANALYSIS IS BASED ON SOIL BEARING PRESSURES TAKEN FROM THE RECOMMENDATIONS MADE IN GEOTECHNICAL REPORT #21-1--20189-004 PREPARED BY SHANNON & WILSON ON 10/27/05. IF SITE CONDITIONS DIFFER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO MEET ACTUAL SITE CONDITIONS. 11' 6" F 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 2'— s • d e - a -.e a - ' O -11;:' d:. .O d a O•e- - e O e O 0 "a 4O' ve /tea .e (8) 2.50 OD x 0.500 WALL 6061—T6 ALUMINUM TUBES • • 1'-80 (9) 2.00 TOD x 0.438 WALL 6061—T6 ALUMINUM TUBES i RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, 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. V= Iw = Zs= = ;,,,;e = c= 85 MPH C 0.87 10.17 FT 900 FT . 9.5 15 FT 02 = 500 FT Save = Qave = bays = Period Coefficient: Ct = Period Coefficient: x = Approximate Fundamental Period: Ta = 0.11 SEC ASCE 7-05 FIGURE 6-1 ASCE 7-05 Section 6.5.6.3 ASCE 7-05 TABLE 6-1 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 020 ASCE 7-05 TABLE 6-2 0.15 ASCE 7-05 TABLE 6-2 0.65 ASCE 7-02 TABLE 6-2 0.02 ASCE 7-05 Table 12.8-2 0.75 ASCE 7-05 Table 12.8-2 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: 10.17 FT 10.67 FT 6.11 FT Af_top = 27.74 FT2 qh = 0.00256KhKztKdV2Iw Kh= Kn = Ka = qh = 0.85 1.0 0.85 11.6 LBJFT2 G = 0.925(1+1.79QI:Q)U(1+1.79.Iz) IZ = 0.228 ga = 3.40 gr = 3.40 Zave = Background Response: Q = dare= . Rigid Gust Factor. G = Clearance Ratio: Heightsi„/Heightt„ai= Aspect Ratio: Widths;aa/Height,iy„= Net Force Coefficient: Cf = Design Wind Force: F = ghGCfAf = Overturning Moment: 15.0 0.956 427.1 0.902 1.000 1.049 1.57 456.1 LB 3018 LB -FT ASCE 7-05 Eqn. 12.8-7 ASCE 7-05 TABLE 6-3, NOTE 2 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 ASCE 7-05 TABLE 6-4 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-22 ASCE 7-05 Figure 6-20 Job No. 08049 5/1/2008 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, 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 Af-bottom = 31.24 FT Velocity Pressure: qh = 0.00256KhKnKdV21� Exposure Coefficient: Kh = 0.849 ASCE 7-05 TABLE 6-3, NOTE 2 Kg = 1 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 Ka = 0.85 ASCE 7-05 TABLE 6-4 qh = 11.6 LB/FT` Gust Factor. G = 0.925(1+1.7gaIZQ)/(1+1.7g„IZ) Intensity of Turbulence: I.= 0.228 g0 = 3.40 ASCE 7-05 Section 6.5.8.1 g„ = 3.40 ASCE 7-05 Section 6.5.8.1 structure: zare = 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: Heights;g„1Heightfotai= 1.000 ASCE 7-05 Figure 6-20 Aspect Ratio: Widthsig,IHeightsy,= 1.049 ASCE 7-05 Figure 6-20 Net Force Coefficient: Cf = 1.57 ASCE 7-05 Figure 6-20 Design Wind Force: F = ghGC,A4 = 514.1 LB Overturning Moment: 2220 LB -FT ASCE 7-05 Figure 6-20 TOTAL OVERTURNING MOMENT: 5239 LB -FT TOTAL WIND FORCE 970 LB HEIGHT OF RESULTANT FORCE: 5.40 FT 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[Mg/(S3b)] Combined Footing? Yes Shape of Footing: Rectangular Length: 11.50 FT Width: 2.00 FT b = 11.67 FT Allowable Lateral Pressure: Si = 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 Job No. 08049 51112008 Gwen lAnD Hag fttgo OE& CONSULTING ENGINEERS/CIVIL AND STRUCTURAL SHEET NO JOB 0e04 q - YIL i=S Fl ELD Scr b-szt-t r3Z 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 OF DATE DATE CALCULATED BY CHECKED BY SCALE 33c�N ALLDY •4=06,1-T.6 7cggLLC 5(,IpRAI'S; (�) r, :dALla glNEyN{�U E nmLs I (.3)2!!' .Au,.r DEsler LoADs ? N4 --44%K. rt = 0.734 K•ir .&LL4 .E aCCI e/Att Mccu.u.s Fo& M F _ 0.734) k. Fr - 18,o ksi (� 2 j 'c x 0,oS= O 1 ►„3 (3� z.,, arz) x 0. W S = 3(0. = 1. ,os s 3 . • pFsir m Y 0,a704<, &PPS% (7). '2.” AU(A1A1101i ams (e) .2 2 AUtr'llniu.ri .8-5 � fRE LLUI SECTION Mo 5 3V.Z1©kk Matuf_ s Fog_ 0,2-50 WAIL. 5 = 7(o.5vZ) +(8'(0;qo i!Alt _ 11,01/Q3 -� = (5."Y12- 531 Ksr 0,0 0.144/. IN 3 Oct• IM -rays1Gi3 ,z41,vrYl2/"/Fr) = 3.x,9 nu3 48.01‹,1 C,tPs.o i'4s atso F-= 14 (3) _ 16,7g51 (> S.7Z.KL 6 3.W,,a�. •. 6Zc. D PRODUCT 207 8'-2° #4's 2'-3" MIN 8' 8 t" U PIPES STUBBED 1)" INTO CABINET AND WELDED TO CAPS AT TOP AND BOTTOM OF CABINET FRAME (TYP) SIGN, BY OTHERS • —-.1•44'.:---141-14.- 6 e_ e 144(1-+4 —. t--1 — I -+'--f (— -i-_F— � -�I 4-- —1 f- -a I - 4$ _ H• .- 1 - e 9 -e ( ,e a .et .4 1-J . _ •v•1 4 - �. .1 1.1 . .14- - 1 1 !t1.1." -4 - la. 1 e ' (-i -- 1•-I Is: r i I - . ♦ 1' -• 4 1' 1 - • 1J - 1.1 I. - i-.1 -4 � -1 41 - F- ••I l 1 1_ • t P e - M u -• L-- •f •� a A 1 LE- e. 1 1 Ie - r - l lel •1i a •1- - _- -I- 1. lei Id.. -. I 1 - - I - ' i- I 1 lel • .Le; LJ L_i4_ _ U• - 1.Jr U 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. 4' 3° CLR 3° r CIR 1 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'-8° 2'-0° e I:-.-.4./fid - ' . 'a OGO ' .. O. O . •- �• O 1 -V .- . o• 4 - 4 0.14 .e a . •- 4 - - _ • - -` • t • - e •- e • Al - • - . - e . . - 4' •- 4 �A 4 1.,s, «r�r -r.— — a t — a �– — e.+ o �, — � . • .4 ars irk saps • e e - --1 (7) 2.50 OD x 0.250 WALL 6061—T6 ALUMINUM TUBES (7) 2.00 OD x 0.250 WALL 6061—T6 ALUMINUM TUBES 18 t rim. Akz_ 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: 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: V= Iw = 4= a= zrivn= c= = Eave = Aare = b = Ct= x= Ta = Sign Area: Af toP = Velocitv Pressure: qh = 0.00256K„Kz,KdV2IN, Exposure Coefficient: Kh = 0.85 = 1.0 Kd = 0.85 qh = 11.6 UB/FT2 Gust Factor G = 0.925(1+1.7g0IIQ)/(1+1.4,1,j Intensity of Turbulence: IZ = 0.228 85 MPH C 0.87 8.17 FT 900 FT 9.5 15 FT 02 500 FT ASCE 7-05 FIGURE 6-1 ASCE 7-05 Section 6.5.6.3 ASCE 7-05 TABLE 6-1 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 020 ASCE 7-05 TABLE 6-2 0.15 ASCE 7-05 TABLE 6-2 0.65 ASCE 7-02 TABLE 6-2 0.02 ASCE 7-05 Table 12.8-2 0.75 ASCE 7-05 Table 12.8-2 0.10 SEC 8.17 FT 8.69 FT 3.99 FT 37.86 FT2 go = 3.40 gr = 3.40 Equivalent height of structure: za1e = Background Response: Q = LZ�e= Rigid Gust Factor. G = Clearance Ratio: Heightg;ydHeight = Aspect Ratio: Widthsiy„ /Heightsj9„ = Net Force Coefficient: C, = Design Wind Force: F = ghGCfA, = Overturning Moment HEIGHT OF RESULTANT FORCE: 15.0 0.961 427.1 0.905 1.000 1.064 1.57 624.3 LB 2746 LB -FT 4.40 FT ASCE 7-05 Eqn_ 12.8-7 ASCE 7-05 TABLE 6-3, NOTE 2 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 ASCE 7-05 TABLE 6-4 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-22 ASCE 7-05 Figure 6-20 Job No. 08049 4/29/2008 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 FOUNDATION DESIGN: Lateral Beating Pressure: Constrained Depth of Footing: CONSTRAINED: Combined Footing? Shape of Footing: Length: Width: Allowable Lateral Pressure: A = 2.34`FI(S1`b) = Nonconstrained Depth of Footing: b= �= S3= A= d= 300 PSFIFT IBC TABLE 18042 Combined Footing? Yes or No? d2 = 425[Mg1(S3b)] Yes Rectangular 9.50 FT 2.00 FT 9.71 FT 219.1 PSF 6572 PSF 0.69 Long Dimension Parallel with Sign 2.19 FT (4 s2-/-3/' ate Job No. 08049 4/29/2008 E Qn ®I NmgfiuDG®utago Uu@o 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 SHEET NO OF /� y/ CALCULATED BY A� DATE [//�3 CHECKED BY DATE SCALE 810.1 4&a A•606.1=i6 cPAeNzrs : ((o) 2.'/ () AULM 1+,1w-t�Tu.ees /4 114�IBEs Lo-Aos 2:74& V_o•6z4K 13.5 k i (4) = M ,2, 746 a<• FT' (12-1""/Fr R ,L+ 5��, Mao�.0 98.0 1 i� TRY T31g- WAS 2.00 op x, 0, 2&0 Luau._ —? 5 = 0,537(0 = (3.9z 143 (63 2 5o OD x 0.7.50 wAu ? s = 0.806(6) = S, �-3 r"►3 8, 65 iN3 te,8 -IC' =AA _ .17116 i;,PC• 62.4r) 8 _ avbi:Kzi ,6S �N3 Comppzasi/3K9 .StN 1.1 _. j5 Ok2so,u Q.2ao 1. $31A13 :. OK. - 1 F=I() = 18,7►<s1 (>iK1 n PRnnuCr207 4•x4•xY1114 ALUMINUM ANGLE 12'-0• SGN, BY OTHERS f SOTHERSTONE, BY -• 1,_.•- 1,\' 3.-r lei " USE 4043 FILER %IRE FOR WELDS Yi I 1-6'x2'-6• I SQUARE (8) 3%0 x 3r1 GALVANIZED A307 STEEL J -BOLTS WITH NUTS AND WASHERS 1.r, gars _,r4 ml-filiMg N 4x4*x)i 1HK 26'x11'x34'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: V = 85 MPH Exposure Category: C Wind Importance Factor: = 0.87 Total Height of Sign: 12 FT Nominal Height of Atmospheric Boundary layer. z9 Power Law Exponent a = Exposure Constant z,n;,, = Turbulence Factor. c = Integral Length Scale Factor: t; = 500 FT Integral Length Scale Exponent ea1B = Mean Hourly Wind Exponent aave = Mean Hourly Wind Factor ba e = Period Coefficient Ce = Period Coefficient x = Approximate Fundamental Period: Ta = 0.13 SEC 900 FT 9.5 15 FT 0.2 ASCE 7-05 FIGURE 6-1 ASCE 7-05 Section 6.5.6.3 ASCE 7-05 TABLE 6-1 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 020 ASCE 7-05 TABLE 6-2 0.15 ASCE 7-05 TABLE 6-2 0.65 ASCE 7-02 TABLE 6-2 0.02 ASCE 7-05 Table 12.8-2 0.75 ASCE 7-05 Table 12.8-2 DESIGN LOADS: Top Sign: Height: 2 FT Width: 1.78 FT Point of Wind Load Application: 11.00 FT Sign Area: Arm* = 3.6 FT2 Velocity Pressure: qh = 0.00256KhIcKdV21„ Exposure Coefficient: Kt. = 0.85 = 1.0 Ka= 0.85 qn = 11.6 LB!FT2 Gust Factor. G = 0.925(1+1.7g0I Q)1(1+1.7g,h) Intensity of Turbulence: I = 0.228 90 = 3.40 9�= 3.40 Equivalent height of structure: zave = Background Response: Q = Lzave = Rigid Gust Factor. G = Clearance Ratio: Heightstn/Height e,a, = Aspect Ratio: Widthsig„/Height51J,= Net Force Coefficient: Cr = Design Wind Force: F = ghGCfAf = Overturning Moment: 15.0 0.966 427.1 0.907 0.167. 0.891 1.81 67.9 LB 747 LB -FT ASCE 7-05 Eqn. 12.8-7 ASCE 7-05 TABLE 6-3, NOTE 2 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 ASCE 7-05 TABLE 6-4 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 Job No. 08049 4/30/2008 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 Bottom Sign: Height: Width: Point of Wind Load Application: Height of Top of Sign Above Grade: Ar -bottom = 10 FT 2.25 FT 5 FT 10 FT 22.5 FT` Velocity Pressure: qh = 0.00256KhK,KdV21,,,, Exposure Coefficient: Kh = 0.849 = 1 Kd = 0.85 CIA = 11.6 LB/FT` Gust Factor. G = 0.925(1+1.7gQIZQ)/(1+1.7g,IJ Intensity of Turbulence: Iz = 0.228 90 = gv = Equivalent height of structure: zA1e = Background Response: Q = Lz ave = Rigid Gust Factor. G = Clearance Ratio: Heighis;p/Height = Aspect Ratio: Wdths;gn/Heightsy„= Net Force Coefficient: Cf = Design Wind Force: F = ghGCfAf = 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: b= S, = 83= A= d= 3.40 3.40 15 0.968 427.1 0.908 0.225 0.225 1.85 438.9 LB 2195 LB -FT 2942 LB -FT 507 LB 5.80 FT 300 PSF/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 Combined Footing? Yes or No? d2 = 4.25[Mgl(S3b)) Yes Square 2.50 FT 2.50 FT 3.54 FT 317.0 PSF 951.0 PSF 1.06 3.17 FT (L 3'- 3'r .•. otL \ 1 Job No. 08049 4/3012008 Eden x rt®®E D J9 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 Of5(I i9 - iesTFir:Lh ;Sam u.khT)Alr! 1AC SHEET NO//�� OF PS14/2405 � / AEP DATE " ,j4/2105 CALCULATED BY CHECKED BY DATE SCALE AY -LS OF SAID,. TRIP (2)1 u L- x % "-rug. (1Lg • 1 =4h41L X43 DE.519N Lo ? M IA14l k.>r V-a50?k TENSION 11,53 tezt 5 (2-V.GIN3) 11Ksi) = fL/7e,,s1 (>Jt.iz, F = 16 1<si (>ito w , ®kJ F WELD I: �.Q�zlc Fr- ��zl lc � eta _ .z,sw �41I 1u kt GrA 4043 /1.4..E9-. STRErd (0,-7O7)(41Y8,,„y51c5 _ % OE) K (>.6,24K =• o) PRnnuCT 207 Rupert Engineering, Inc. 1519 West Valley Highway North, Suite 101 Auburn, WA 98002 4/229/08 Anchorage Strength Design Calculations: Project: Westfield Sign Foundations, Sign AB1 REI Job #08049 Given: Bolt Type: 5/8" A307 J-Boltd Outside Diameter of Anchor. da := 5 • in Effective Anchor Embedment Depth: hef :12 in Smallest Edge Distance: cmin 3 0 Number of Bolts Resisting Tension Force: ntension Number of Bolts Resisting Shear Force: nshear:= Effective Cross-sectional Area of Bolt: Ase := �da�2' a Ase = 0.307in2 Specified Tensile Strength of Anchor Steel: 0'9743 \2 for threaded bo ts, A5e = 4 • do - , where nt = threads/inch 4 Specified Compressive Strength of Concrete: f•- 2500 Ibf primes - 2 in Factored Tension Load: Factored Shear Load: N 2942.121b u 4.5 := 507Ib Tensile Strength: (1)Nn minimum calculated value of ON's, 4Nth or 4Ncb9, & ONpn Nominal Anchor Strength, NS_ nt Nu = 78453 Ibf Ns - .69. 00 Ib Table 7w2 AISC_ Steel. Construction Manual Ns.max := ntension'Ase'f ut =41417.5Ibf Ns.max Ns := min(Ns, Ns. max) Ns = 20700 Ibf Ns 0.7 4 Ns Ns = 15525 Ibf Nominal Concrete Breakout Strength, Nci, or N„ bg_ AN v1'W2''3'Nb Nominal Strength = A No Limited Effective Anchor Length: Projected Failure Surface Area: Projected Failure Surface Area of a Single Anchor. Coefficient for Basic Breakout Strength in Tension: 19.5in 4.7in hef.prime := max1.5 , 3 hef.prime = 13 in AN 30in 30ir 1 AN = 900 int 9hef.prime I AN() = 1521n2 .. k := 24 (The base of the rectilinear geometrical figure that results from projecting the failure surface outward 1.5hetfrom the centerlines of the anchor) (24 for cast -in anchors; 17 for post -installed anchors) Basic Concrete Breakout Strength in Tension: Nb = k•fprime.c'hefl 5 Nb:= k•/2500.13Nb = 56246.6 Eccentricity of normal force on a group of anchors: eprime N,= t (valid for e'N < s/2) Eccentricity Modification Factor Edge Distance Modification Factor. Cracking Modification Factor: Nominal Concrete Breakout Strength: t Wec.N := if eprime.N0, > 1 2eprime.N 1+ Wec. N = 1 3 hef cmin Wed.N if cmin < 1.5hef, 0.7+ 0.3 1 1.5hef/ Wed.N = 0.8 We N .= 1.251 (1.25 for cast -in anchors; 1.4 for post -installed anchors; 1.0 where analysis indicates cracking at service bad levels) AN Ncb := A Wec.N'Wed.N'Wc.N'Nb No Ncb = 31201.9 Ncb - *-0.7d +NcbNcb"Ibf = 3281251bf Nominal Pullout Strength, Nps Distance from the Inner Surface of a J -bolt to the outer tip of the J -bolt: eh W:12. Np := 0.9fprime.c'eh'da NP = 16875 Ibf h!r .7( 4 Np Nip= 11812.5 Ibf r¢Nn = min (4 NsNs ' Ncb .Ncb Ibf, tension Np N) cpNn = 15525 Ibf `' 7845 ••• OK\ Shear Strength: 4 Vn = minimum calculated value of 4)Vs, 4)Vcb or 4 Vcbg, & 4)Vcp Nominal Anchor Strength, Vs_ Vs shear 3680Ib1? Vsmax = ,nshear'0 6 Ase'fut Vs := min (Vs , Vsmax) Vs = 29440 Ibf 4Vs 0.65' 4,Vs-Vs = 191361bf Nominal Concrete Breakout Strength, Val 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: Projected Concrete Failure Area of One Anchor When Not Limited by Comer Influences, Spacing, or Member Thickness: Load Bearing Length of Anchor for Shear. 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: := 10.5iri := 30in• 1.5c Avc = 472.5 int AVco 4.5ca12 Avco = 496.1 int Vb = 17000.1 eprime V 1 'Vec.V if eprime.V' 0> 2eprime.V 1+ 3•ca1 Vec.V - 1.00 ,1 i Distance from Center of an Anchor Shaft to the Edge of Concrete in the Direction Orthogonal to Edge Distance Modification Factor. Cracking Modification Factor: Member Height Modification Factor Nominal Concrete Breakout Strength in Shear of a Single Anchor Shear Strength of Group of Anchors _;;..a Concrete Pryout Strength, Vcb Pryout Strength Coefficient Nominal Concrete Pryout Strength: Total Factored Pryout Strength for Anchor Group: (I)Vn := min (4Vs'Vs,'Vcb-Vcb•lbf, Vcp-Vcp•lbf) 4Vn = 12013.4 lbf <} 50-7 1.13F •' • �� Tensile and Shear Force Interaction: Vu = 507 lbf 0.2.4 Vn = 2402.7 Ibf Nu = 7845.3 lbf 0.2.4 Nn = 3105 Ibf Nu -t Vu =0.548 <1.2 4Nn (Vn cat := 3 in Wed.V = 0.76 ry ti'c.V=..._ . analysis indicates no cracking at service Toads (1.0 for anchors in cracked concrete with no supplementary reinforcement or edge reinforcement smaller than a no. 4 bar; 1.2 for anchors in cracked concrete with supplementary reinforcement of a no. 4 bar or greeater between the anchor and the edge; 1.4 for anchors in cracked concrete with supplementary reinforcement of a no. 4 bar or greater between the anchor and the edge, and with the supplementary reinforcement enclosed within stirrups spaced at not more than 4 in.) ha 39in 15ca1 Wh.V := if ha < 1.5ca1, h ,1 a Wh.V = 1.00 AVc Vcb'Wec.V'Wed.V'Wc.V''I'h.V'Vb AVco Vcb = 17162 Vcb 0 70 4Vcb'Vcb'Ibf = 12013.4 lbf kcp := if(hef < 2.5in, 1.0, 2.0) "shear Vcp := kcp•Ncb "tension Vcp = 166410.1 'PVcp : 0.70 Vcp-Vcp•Ibf = 1164871bf .0 rAu-TENsta.b 0_1.4) J -Bolt Development Length Worksheet Project Name: Westfield Sign Foundations, Sign AB1 Job Number: 08049 Design Based on ACI 318 fy-:140000 a:=y := o.q c := 2.351 fc := 2500 13=id x=1.q Kt. := ( c + Ktr c Ktr x:= if > 2.5,2.5, db db 3 fy a • fl -y -A. db Id = 12.0 i 40 IX db := 8 I 'hook := 8'clb I h o s:/ I t= 1I trou:= 0.75i1 gt twasher •-• • I tnut := EIij Ivert := Id + tpl tgrout twasher tnut Ivert 1.5in THIS SIGN FOUNDA11ON 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. 3'-91' 10'-6 [in --y 2'-9' MIN •r IIL 1111 -+it 1•.1 `.1 r 4 0-1- 4 • r ri I.` '1 •I al •- 1• 1 '1 - -1 I .1. I. 1- I :.I.1'I - 11 -i • I 1 11 -1 = a-4° 1 .r- 1 4 f. : 1 1• 1 t 1 r. -1 - -•1r t -1:I -1 i 1 I -1 .1- .: - • 1 1-1' IINt 1'I:. 1-'1 - -j P -r 'I 1, 1 IJ.1 •.r• . • ,1 11 I-IY•1 r 1._ . =u u cy a� u (3) 2'0 SCH 80 6061-T6 ALUMINUM PIPES 4'-0* SIGNS, BY OTHERS APPLY EPDXY PAINT TO ALUMINUM TUBES TO PREVENT CORROSIVE INTERACTION BETWEEN ALUMINUM AND CONCRETE CAP BOTTOM OF TUBE AND APPLY PAINT OR PAINT TUBE INSIDE AND OUTSIDE. (TYP) 4) 2.5'0 SCH 80 6061-T6 ALUMINUM PIPES RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, 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: V = 85 MPH ASCE 7-05 FIGURE 6-1 Exposure Category: C ASCE 7-05 Section 6.5.6.3 Wind Importance Factor: Iw = 0.87 ASCE 7-05 TABLE 6-1 Total Height of Sign: 10.54 FT Nominal Height of Atmospheric Boundary layer. zg = 900 FT ASCE 7-05 TABLE 6-2 Power Law Exponent: a= 9.5 ASCE 7-05 TABLE 6-2 Exposure Constant z,„in = 15 FT ASCE 7-05 TABLE 6-2 Turbulence Factor. c = 0.2 ASCE 7-05 TABLE 6-2 Integral Length Scale Factor. e= 500 FT ASCE 7-05 TABLE 6-2 Integral Length Scale Exponent Eave = 020 ASCE 7-05 TABLE 6-2 Mean Hourly Wind Exponent aave = 0.15 ASCE 7-05 TABLE 6-2 Mean Hourly Wind Factor. ba1B = 0.65 ASCE 7-02 TABLE 6-2 Period Coefficient Ct = 0.02 . ASCE 7-05 Table 12.8-2 Period Coefficient: x = 0.75 ASCE 7-05 Table 12.8-2 Approximate Fundamental Period: Ta = 0.12 SEC ASCE 7-05 Eqn. 12.8-7 DESIGN LOADS: Top Sign: Height: 10.54 FT Width: 3.67 FT Point of Wind Load Application: 5.20 FT Sign Area: ARtay = 24.48 FT2 Velocity Pressure: qh = 0.00256KnKztKdV2Iw Exposure Coefficient: Kt, = 0.85 ASCE 7-05 TABLE 6-3, NOTE 2 Kz1= 1.0 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 Ka = 0.85 ASCE 7-05 TABLE 6-4 qh = 11:6 LB/FT2 Gust Factor. G = 0.925(1+1.7gaIzQ)/(1+1.7gvlz) 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 Equivalent height of structure: za11= 15.0 Background Response: Q = 0.965 Lz ave = 427.1 Rigid Gust Factor. G = 0.907 Clearance Ratio: Heightt,/Heighttaa,= 1.000 Aspect Ratio: Widthg;g„/Heightsiga= 0.348 Net Force Coefficient: Cf = 1.6 Design Wind Force: F = ghGC,A f = 412.3 LB Overturning Moment: 2361 La -Fr HEIGHT OF RESULTANT FORCE: 5.73 FT ASCE 7-05 Section 6:5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-22 ASCE 7-05 Figure 6-20 Job No. 08049 51112008 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, WA 98001 FOUNDATION DESIGN: Lateral Bearing Pressure: 300 PSFIFT IBC TABLE 1804.2 Constrained Depth of Footing: Combined Footing? Yes or No? CONSTRAINED: d2 = 4.25[Ms/(S3b)j Combined Footing? Yes Shape of Footing: Rectangular Length: 4.00 FT Long Dimension Parallel with Sign Width: 1.50 FT b= 4.27 FT Allowable Lateral Pressure: St = 272.6 PSF S3 = 817.8 PSF A = 2.34*F/(Si`b) = A = 0.83 Nonconstrained Depth of Footing: d= 2.73 FT 21_qT! QKl Job No. 08049 51112008 aorpgli EGD h®GretEigo DIE& 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 080441 l <N )1 nt/0 r'' r2T)i15 SHEET NO I OF CALCULATED BY AEP DATE 5 /l/ice CHECKED BY DATE /// SCALE 51c�NAD1(e -) SMS {`- (L -42- 21.r -a -- Gam C P , 0.8sys K L = 10,5Lt3 =1O f00 KS Z 469iig4 iim4) 4. 3 (0.637(N6 = 2,41IN4 Z' M�D[ = (0,3945 k.,i5.76'x►v^1 r)j K2 -Y/0,544144.767 6,607/00 K(2.gFI IND = 3.:e01A1 10,54' 62YFr 3S ,1 Emu 5-68 (N AtYrt) FO _ /50 8{►94x /4 4/111A/ -r = O.843'11.1 T-REtzp - 3="I (2.411x4) = 10.3 U\, o,24.50,1 rz't (4) A.l -► go ,aw.ri. ,PEs A �I Kttilikid) 660,2.645/m4) la a li1/41 4 REvisso X111 do L.1A1Z-s P 0. i z K a. = 10, 5 - S,2b = 5,341 S _ 0,y l z) [(5,.412.11r )1 Z 2_)0,,, 540 5.341 ��lorlcd;<(1`0,3114'..r)s> 0.615 ,L 10.54tei2. _---s 1 s :. L (IL' D PRODUCT207 -1 14-0' 3-6' M1IN THIS SIGN FOUNOA1ON ANALYSIS LS BASED ON SOIL BEARING PRESSURES TAKEN FROM TME RECOMMENDATIONS WADE IN GEOTECHNICAL. REPORT X11-1-20169-004 PREPARED BY SHANNON & l'ilLSON ON 10/27/05. IF SITE CONDITIONS DIFFER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT 11E ANALYSIS MAY BE UPDATED 10 MEET ACTUAL SR1E CONDITIONS. 5'0 SCN 40 6061-T6 ALUMINUM PIPES (0.258' WALL) OR 4SQ x 0.375 WALL 6061-T6 ALUMINUM TUBES r Tart 4 r:• • -APPLY EPDXY PAINT TO ALUMINUM TUBES TO •� i sr PREVENT CORROSIVE INTERACTION BETVAIN •.:.. t 4,1 ALUMINUM AND r CONCRETE CAP - '# raR BOTTOM OF TUBE AND APPLY PAINT OR F TUBE INSIDE AND PAINT 1-0' OUTSIDE (TIP) 1 I 7-0' V-6' " ; O.O �: 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= Iw = e= Eave = 85 MPH c 0.87 14 FT 900 FT 9.5 i5 FT 02 500 FT ASCE 7-05 FIGURE 6-1 ASCE 7-05 Section 6.5.6.3 ASCE 7-05 TABLE 6-1 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 020 ASCE 7-05 TABLE 6-2 0.15 ASCE 7-05 TABLE 6-2 0.65 ASCE 7-02 TABLE 6-2 0.02 ASCE 7-05 Table 12.8-2 0.75 ASCE 7-05 Table 12.8-2 Te = 0.14 SEC DESIGN LOADS: Top Sign: Height: 14 FT Width: 2.88 FT Point of Wind Load Application: 8.20 FT Sign Area: Abtop = 21.33 FT2 Velocity Pressure: qh = 0.00256KhIcKdV2Iw Exposure Coefficient: Kh = 0.85 Ka = 1.0 Ka= 0.85 qh = 11.6 LBJFT2 Gust Factor. G = 0.925(1+1.7gol,Q)/(1+1.7g„I0 Intensity of Turbulence: I= = 0.228 ga = 3.40 g„ _ • 3.40 Equivalent height of structure: za„e = Background Response: Q = Lz ave = Rigid Gust Factor. G Clearance Ratio: Height,i9„Meight = Aspect Ratio: Widthwv/Heighth,y„= Net Force Coefficient: Cr = Design Wind Force: F = ghGC,Af = Overturning Moment HEIGHT OF RESULTANT FORCE: 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[MJ(S3b)] Combined Footing? Yes Shape of Footing: Square Length: 2.00 FT Width: 2.00 FT b= 2.83 FT Allowable Lateral Pressure: Si = 342.4 PSF S3 = 10272 PSF A = 2.34*F/(Si*b) = A = 0.89 Nonconstrained Depth of Footing: d = 3.42 FT e-6"..Q� Job No. 08049 511/2008 Q U ® Ilm@Gr EJ, Om& CONSULTING ENGINEERS/CIVILAND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 JOB EV SHEET NO. /�e� OF A ,i� P DATE I/2� , CALCULATED BY CHECKED BY DATE SCALE AAt.bY 6061 it (t.PPorcr- _ 50 54 49 i:15A2_ - a `SQA 0,376 WALL_ 7111.um,?was 5i9N L tis> M =165 K. V- 0.165K I iND5104 Foy 1Q3Wu TUBE F =13,s ks I, ) -18,0hs1 Pfiettugsso a-a-rc*e = F '14--e) SO kis i = 4,.lb- IN3 5V ZC4-1,40 Pail, PIPE ? =&45 Ir a (> 1;1 IN 614)_; Fim-Se u t (4/3) — / ;7 tCS 6a,% 0,3i5S =.6..92 M ` 1-65 u.Fr,62),,`Fr� . �` 3,2q FCS l (� ��.7 i 1)1_) 6.02Mj3. CQMPR s! 04; Rnu,,.io r -rue z- ... Rb _ _ 2,651 = 10.3 T dauA az-moral 1= 12(`/ _ /6 Ksi (>31qi tG = P71(3) =16.7 Ks( (>2i T -(na K o.Z)6.`1 + 0.6;71 = aia K•FT Tr, . (018 ><, FrYtz.i^i/Fr)(4,20I„,� Ks — = '3 ..1 01 1 0- = r. _ (o,is K•Fr (12.b1f�(/, iik1J - O.I$ Ksi Og. 17.q 01/414 0>k D PRODUCT207 Q nE ®U 111EGGutmg, UUtK D 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 01:0114 —dEsrziaz SW-v.1-R.9,tia.0a-ne1o5 SHEET NO OF CALCULATED BY CHECKED BY DATE SCALE T ' DATE. /f8 1 / 39,1 AF1(com.r..) P= 1�fs.`1 ca _ 14.0' _ l07100 Ks/ Z = 1.21 1,44 Q;ri! 1L� T`f 0 -_ 2 (`f`4 .172.)1(2)11417)÷ )-�22' ((07100�0 7.31iN a(Z��7 .0> t '' 611411P1- 9-78 Una L I, E = 14 O'62.1Ml/r b \ too IRF_a13Z �(�_Q'J� (2L+a) E Si Z (D,i4��78'621a���� CC2 4014' 42.4 6zlla/ -� .6 (n i o01Ls,Y1.1 z1A,� .`( 11,1,4 - 5:sek4,`'tom-R.i ";..4_ _ = 5,;2 ix,4 REvtsEb.%rAIL)Zags M,.= 1,6S4‹. Fr a)=. 14 8'2! - 5,8' = o,1.ss k Z (nies 4-.8.T.??-tiv-iprx r 660,/e0 Ksl)(15,2..141) r- 0 .-7q.Fr �- - 14162)2127 (ISO c101u Fork, ''Sc� x 0,37s WALL_ , C -12. o (J, - �Z 0.79 = 160 (> /50 OKJ D PRODUCT207 TABLE 25 -ROUND TUBE The listed sizes are provided for the convenience of the designer; however, availability should be checked before making the final design selection. Additional sizes and shapes may be available from suppliers. Designation Inside OD x Wall Diam Area Weight in. in. in. in.2 lb/ft Section Properties in.' S r in.3 in. 0.375 OD x 0.035 Wall 0.375 OD x 0.049 Wall 0.375 OD x 0.058 Wall 0.375 OD x 0.065 Wall 0.305 0.277 0.259 0.245 0.0374 0.0502 0.0578 0.0633 0.0440 0.0590 0.0679 0.0745 0.0006 0.0007 0.0007 0.0008 0.0029 0.0036 0.0040 0.0042 0.121 0.117 0.114 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 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. Ib/ft Section Properties I S r in.4 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 Wall 3.50 OD x 0.375 Wall 3.50 OD x 0.500 Wall 3.19 3.00 2.75 2.50 1.64 2.55 3.68 4.71 1.93 3.00 4.33 5.54 2.30 3.39 4.56 5.45 1.31 1.94 2.61 3.11 1.18 1.15 1.11 1.08 4.00 OD x 0.125 Wall 4.00 OD x 0.156 Wall 4.00 OD x 0.219 Wall 4.00 OD x 0.250 Wall 4.00 OD x 0.500 Wall 4.00 OD x 0.625 Wall 4.00 OD x 0.750 Wall 3.75 3.69 3.56 3.50 3.00 2.75 2.50 1.52 1.89 2.60 2.95 5.50 6.63 7.66 1.79 2.22 3.06 3.46 6.47 7.79 9.01 2.86 3.49 4.66 5.20 8.59 9.76 10.6 1.43 1.75 2.33 2.60 4.30 4.90 5.32 1.37 1.36 1.34 1.33 1.25 1.21 1.18 4.50 OD x 0.188 Wall 4.50 OD x 0.250 Wall 4.50 OD x 0.375 Wall 4.50 OD x 0.500 Wall 4.50 OD x 0.750 Wall 4.12 4.00 3.75 3.50 3.00 2.54 3.34 4.86 6.28 8.84 3.00 3.93 5.72 7.39 10.4 5.92 7.56 10.4 12.8 16.2 2.63 3.36 4.63 5.67 7.18 1.53 1.51 1.46 1.43 1.35 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 I S r z x x L d x b x t Weight Area r1 r. 1,. Sy ry x, y 1Z r, in. in. in. lb/ft in.2 in. in. in." in.3 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 x 0.688 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.2 Ib/ft Section Properties I S r in.* in.3 in. 5 2.38 2.25 0.065 0.472 0.555 10 2.38 2.16 0.109 0.776 0.913 2 40 2.38 2.07 0.154 1.07 1.26 80 2.38 1.94 0.218 1.48 1.74 160 2.38 1.69 0.343 2.19 2.58 0.315 0.265 0.817 0.499 0.420 0.802 0.666 0.561 0.787 0.868 0.731 0.766 1.16 0.979 0.728 5 2.88 2.71 0.083 0.728 0.856 0.710 0.494 0.988 10 2.88 2.64 0.120 1.04 1.22 0.987 0.687 0.975 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 5.56 5.35 0.109 1.88 2.20 6.96 2.50 1.92 10 5.56 5.30 0.134 2.29 2.69 8.43 3.03 1.92 5 40 5.56 5.05 0.258 4.30 5.06 15.2 5.45 1.88 80 5.56 4.81 0.375 6.11 7.19 20.7 7.43 1.84 120 5.56 4.56 0.500 7.95 9.35 25.7 9.25 1.80 160 5.56 4.31 0.625 9.70 11.4 30.0 10.8 1.76 6 5 6.63 6.41 0.109 2.23 2.62 11.8 3.57 2.35 10 6.63 6.36 0.134 2.73 3.21 14.4 4.35 2.30 40 6.63 6.07 0.280 5.58 6.56 28.1 8.50 2.25 80 6.63 5.76 0.432 8.41 9.88 40.5 12.2 2.20 120 6.63 5.50 0.562 10.7 12.6 49.6 15.0 2.15 160 6.63 5.19 0.718 13.3 15.7 59.0 17.8 2.10 VI -32 January 2000 TABLE 27 -SQUARE TUBE (Cont.) The listed sizes are provided for the convenience of the designer; however, availability should be checked before making the final design selection. Additional sizes and shapes may be available from suppliers. Designation D SQ x t Wall Weight Area in. in. Ib/ft in.' Axis x -x, y -y 1„ ly S,, SY r„ rY J in.' in.` 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 Wa11 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: 3.1i lir Units: in Nodes Coordinates + = 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 Centroidal Axis Parallel to Original Axis- . .. + = 0.000._deg_. X -dim = 2.902 in A = 1.94 in2`) Y -dim = 5.656 in Xcg = 1.497 in Sx(top) = 1.6 inA3 Ycg = 0.000 in Sx(bot) = 1.6 inA3 Ixo = 4.6 in^4 Sy(left) = 0.8 inA3 lyo = 1.2 in"4 Sy(right)= 0.9 inA3 Ixyo = 0.0 inA4 3 2 4 6 -2 Sheet Section_by_nodes File: Structural section properties.xls Section Properties About Principal Axis__. 4) = Ixp = lyp = Ixyp = J = 0.000 deg 4.6 inA4 1.2 in"4 0.0 in"4 5.8 in^4 Sxp(top) = Sxp(bot) = Syp(left) = Syp(right)= 1.6 inA3 1.6 inA3 '' 0.8 inA3 0.9 inA3 > 3 2 4 6 -2 Sheet Section_by_nodes File: Structural section properties.xls c_ N p) N O O 0 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 ` i and Similar Type Structures 6061-T6, -T651,-T6510, -T6511 TENSION IN BEAMS, extreme fiber, net section Rectangular tubes, structural shapes bent around strong axis o -p NiNf Round or oval tubes -0 f l UVJ C)- Shapes bent about weak axis, I ,� t —4 bars; plates ® 2 3 4 19 24 ,:hf f "' >a i" '1 " 13`S �,."'..• Extrusions up thru 1 In., Sheet & Plate, Pipe, Standard Structural Shapes, Drawn Tube, Rolled Rod and Bar,6351-T5 Extrusions f .' WHITE BARS apply I to nonwelded members and to welded 28 lbf ".` members at locations farther than 1.0 in. from a weld. ' SHADE Er 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 `2Y; l6?' 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 Sa Slenderness Limit S, Allowable Stress Slenderness i S, COMPRESSION IN COLUMNS, axial, gross• section All columns %• — 12 x' kUr = 0 , ; E 't C q. 20.2 - 0.126 (kUr) S :t f 2t , r+4 kUr = 66 ... .�...5 :� dyF •L/r 65# i 51,000/(kUr)' • 51,000/(kl/r) COMPRESSION IN COMPONENTS OF COLUMNS gross section Flat plates supported along one edge - columns buckling about a -_l_ symmetry axis EI -I- 8 21 bit = 2.7 23.1 0.79 (b/t) bit = 10 154/(b/r) fl1 °.r r"s i .12 l? s PbF : ,� r , ' }}f a 12}' bR :Y3 M. K �, ». • 154/(bR( Flat plates supported along one edge - columns not buckling about -L- —1-1 1 8.1 21 ::>i Y i 1f h bit = 2.7 3 I ... 23.1 0.79 (b/t) i2t . ' b/t = 12 bh=13$. 1970/(b/t)2 i970/(blt)2 a symmetry axis Flat plates with both j j ��b% edges supported H -V 1 b I- 21 j..}� 1 ' ]2f I -}<. 6/r 8.4 .�...'Y.3 'Y,Yf8 _ i. F '4S , ` 23.1 - 0.25 (bit) f i ii" ''1 E^^..i ;� 12j :; ... .. 6/r 33 ;;. ... bh al#; £ 490/(b/r) 'y. 490/(6h) Flat plates with one edge supported and other edge with stiffener .J 9.1 See Section 3.4.9.1 Flat plates with both 9.2 See Section 3.4.9.2 edges supported and with 1----\/— an Intermediate stiffener I Curved plates supported Rb R Rb on both edges, walls of round or oval tubes 10* 21 Rb/r = 2.2 22.2 0.80f7t R6/t = 141 3200 .n.ry rr bh fi 0 50 JR / 3til-A0. p Rl20 (1?,/t)(1 +Ra /t/35)2 L 11)c ty 0 0 0 Type of Stress Type of Member or Component Sec. 3 4 Allowable Stress Slenderness s S, Slenderness Limit S + Allowable Stress Slenderness Between S, and St Slenderness Limit S, Allowable Stress Slenderness i S2 COMPRESSION IN BEAMS, extreme fiber gross section Single web beams bent about _ _ strong axis - 11 21 L�/rY 23 23.9 - 0.124L,/ry L/r, = 79 87,000 I ' Y- 121- „Fi^ac"s^i"asF'Y' r s F, , • }i f... s 3 r 121 •f:. y^.Yj: L,/'' = 851 ( )2 Lbl ry Ry� �R°_ LR° Round or oval tubes * 12 25 R,/r 28 39.3 2.70AT R,/t 81 Same as *..'7,.1v$ "• 14t f (: R j ra t .:. w ,3 „ ' f 23 9 i �4 Rlt jt,�t •13? { _ . . Section 3.4.10 Solid rectangular and 1-11-- •i 28 WI Lb/d =13 40.5 - 0.93 d111117;17-1 d/r /d = 29 L 11,400 -• > a } r!...' -"'•••••... re„ round section beams 7- 1 - :;1V' i- a r .. 0 S -!0 93iL/d ) Lti/d =29'^ (dlt)2 (L b /d ) Rectangular tubes and 4 box sections 14 21 LbSC!YJ=/.S 146 23.9 - 0.24 JLbSC/.5 !YJ LbSC/.5 ! JJ = 1700 24,000 ,.121 Y ' :4 I F ! 121 LbS�� 5 1pJ•= 20001. ' (LbSC/.5 !yJ) COMPRESSION IN COMPONENTS OF BEAMS, (component under uniform compression), gross section Flat plates supported on b -j r- -1 one edge rb b 1s 21 , n 12t f bit 6.8 }, - 27.3 0.93 b/t 3 i ` 121 bit 10.3 3M a -blf = 5 • 18210/0I rt c3. K. 182J(b%t) -1 b 1--j b f.- Flat plates with both edges supported T ,- 16s 21 bit 22 27.3 0.29 b/t b/t 33 580/(b/r) man :• ... _. ,. • ,: 12 W't-24 ?{ 4 { :5soon ) p Curved plates supported Rb on both edges r\ -Th 161*r 25 R,/r 1.6 26.2 0.94 Rb/t R,/1 141 3800 4 9 *iY !?, s RIP= 2:5 }Y t4 `T (144;IR'It f : , < Rb/t = 290 :' (R /t)(1 + R It /35)2 b Flat plates with one edge supported and the other C edge with stiffener . 16.2 See Section 3.4.16.2 Flat plates with both 16.3 See Section 3.4.16.3 edges supported and with an intermediate stiffener m COMPRESSION IN COMPONENTS OF BEAMS, (component (component under bending in ownplane)Flat gross section Flat plates with compression edge free, _L b 17 28 ~. `16t b/t 8.9 _ bh l7f c ` ` 40.5 1.41 b/t : - i t0 5 iAlbit • , < b/r = 19 - •T bit , 4 900/(b/r)' fi 4:9Q01(b/t)a .... tension edge supported Flat plate with both edges supported 1 I �h h 1 8 28 ::j . •37 161 h/t 46 eT'D )£ s F `r a , a„ s<. 40.5 0.27 h/t f/. .ar i ' y F^"'•3 161 W hit 75 +l 'O" Y. ..t-,-., T' ,• b h/t:= ��" 15201W0 ".",q i - c 2 : •15 01(h%t} plate with horizontal s0dd, stiffener, both edges 14.-1 supported •L 19 28 hit 107 40.5 0.117 h/t hit 173 3500/(h/t) �-^ e• girl; a5,9.t ,3500/(/1} , ' < t aa ga 16t ` r ti :;. (61, .•: =,f 3 '� ::! :Y: SHEAR IN WEBS, • gross section 20 12 7 5} h/r 36 s. 15.6 0.099 h/t 7 Sf h/r 65 It 72$ 39,000/(h/02 39,0001(hInz• ; Unstiffened flat webs I J 4 I Stiffened flat webs 21 12 7Sty?. t r,..t. 12 751 fa a,/r 66 53,000/(a,/02 T-1"�a �`1 p. a,lr=84$ d 53;4100/(t%(t) i 1-1L111°' aB=ail J1 +0.7(ar/a2) Geotechnical Report Westfield Shoppingtown Southcenter Expansion Tukwila, Washington At Shannon & Wilson, our mission is to be a progressive, well- managed professional consulting firm in the fields of engineering and applied earth sciences. Our goal is to perform our services with the highest degree of professionalism with due consideration to the best interests of the public, our clients, and our employees. September 15, 2005 Submitted To: Mr. Robert Gross, AIA Westfield Corporation 11601 Wilshire Boulevard, Suite 10 Los Angeles, California 90025 By. Shannon & Wilson, Inc. 400 N 34th Street, Suite 100 Seattle, Washington 98103 21-1-20189-004 SHANNON toWILSON. INC. stone columns is generally determined by the stone column contractor and is based on the required stone cobimn 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 of the highly variable thickness of compressible soils and the resulting risk of differential settlements. 9.3.9 Lateral Pile Resistance Lateral resistance analyses were performed to assist the structural engineer in design of the foundation system. Two types of deep foundations were analyzed: 18 -.inch -diameter, concrete -filled, steel pipe piles, and 20 -inch -diameter augercast concrete piles. Our analyses of lateral forces acting on the pile/shaft heads were performed using the commercial computer program LPILEPWs 4.0 by Reese et al. (2002). This software generates discrete load -deflection (p -y) curves to estimate deflection of the pile/shaft and distribution of moments and shears along the length of the pile/shaft. Analyses were performed using two soil profiles: one below the garage located south of J.C. Penney (Area C) and the other for the garage located south of Sears (Area B). No efficiency (reduction) factors due to pile group action were used, but they can be estimated if necessary. Note that steel pipe piles and augercast piles for the mall retail expansion area would likely perform similarly to the garage piles. The results of our LPILE analyses are presented graphically in Figures 10 through 13. In summary, we expect that each of the piles analyzed would experience less than 1 inch of deflection under a lateral load of 40 kips applied at the top of the pile. Pile stiffness parameters assumed in our analyses are presented on Figures 10 through 13. 9.4 Spread Footings We understand that a single -story retail building could be constructed along the 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-Rl.dodwp/EEf 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 (pst) 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. 95 Lateral Earth Pressures on Walls and Lateral Resistance for Wall Footings Lateral earth pressures will develop against buried portions of the buildings, service tunnels, and retaining walls. For below -grade walls, we recommend a static, active, lateral earth pressure corresponding to an equivalent fluid weight of 35 and 40 pounds per cubic foot (pcf) for compacted, imported structural fill and compacted on-site soil, respectively. These values are based on the assumption that proper drainage is provided against the back of the wall so that no buildup of hydrostatic pressure occurs and that a horizontal ground surface is behind the wall. Wall drainage should consist of a 1 -foot -thick (minimum) layer of clean drainage gravel placed against the wall and a perforated footing drain at the base of the wall. The total active earth pressure should be analyzed for seismic loading conditions using a dynamic load increment equal to 30 percent of the static, active earth force for both the imported fill and on-site soil cases. This percent load increment should be applied as a uniform Load to the wall, with the resultant force acting at the midpoint of the wall height. A 30 percent load increase for seismic conditions is consistent with a pseudo -static analysis using the Mononobe- Okabe equation for lateral earth pressures and a horizontal seismic coefficient of 0.13g. Values of the seismic coefficient are typically one-third to one-half the value of the PGA. For retaining walls founded on footings, lateral loads could be resisted by a combination of base friction and passive pressure against the footings and buried portions of walls. We recommend that the base sliding resistance for footings be determined based on an allowable coefficient of friction of 0.35 for on-site fill soil. We recommend an allowable passive pressure of 520 pcf and 21-1-20189-004-R1.doc/wp/EET - 23 21-1-20189-004 SHANNON 6WILSON, INC. 300 pcf for imported structural fill and on-site soil used as fill, respectively; both of these values are for soil above the groundwater table. If the buried portions of the walls are below the groundwater table, we recommend an allowable passive pressure of 250 pcf and 130 pcf for imported structural fill and on-site soil used as fill, respectively. Both the coefficient and passive pressure values above include an FS of 1.5. Retaining walls founded on piles would not develop base friction, but the pile stiffness and passive earth pressure would resist active earth pressures. 9.6 Slabs -on -grade Subgrade Recommendations We assume that the finished floor elevations would be approximately the same as existing grades at the site. Thus, floor slabs would be constructed over existing crushed surfacing or medium dense, sandy fill. For a rigid, concrete slab built on at least 2 feet of existing crushed surfacing that is compacted to a very dense condition, we recommend using a modulus of subgrade reaction, k, of 300 pounds per cubic foot (pci). A subgrade modulus of 200 pci could be used for slabs constructed over medium dense sand. All subgrades should be systematically compacted and evaluated for loose or soft zones. Loose or soft zones detected during the compaction process should be excavated and replaced with structural fill. We understand that up to 2 feet of fill would be added to raise the grade of the mall expansion area. If slab -on -grade floors are used, we anticipate that static settlements ranging from % to 1 /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 1 %2 inches, particularly near foundation element transitions, i.e., grade beams. 21 -1 -20189 -004 -RI .dodwpIEET 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. Moditicaticn of design drawing details shall not be made without written approval of the Engineer. Provide vertical support and lateralbracing for electrical and mechanical equipment per the applicable code requirements. DIVISION 1- GENERAL RE UEEMEN S 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 (Iv„): 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 furnish inspection reports to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the Contractor for correction, and also to the Building Official and the 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. J 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 and/or 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 property moistened to approximate optimum requirements and thoroughly rolled or compacted with approved equipment in such a manner and extent as to produce a relative compaction of 95% of maximum dry density for optimum moisture content as determined by ASTM D 1557. Each lift shall be tested for compliance with compaction requirements by an approved laboratory. See Section 01455. Hand tampers shall weigh at least 50 lbs. each and shall have a face area not in excess of 64 square inches. Hand tamper may be operated either manually or mechanically and shall be used only where Larger power driven compaction equipment cannot be used. DIVISION 3 - CONCRETE 03152 ANCHOR BOLTS Materials, fabrication and erection shall conform to IBC Chapter 22, IBC Standard Section 2204, and the AISC 360-05 Specification for Structural Steel Buildings. Galvanize threaded parts, bolts, nuts, and washers exposed to weather unless noted otherwise per ASTM A 153. Material specifications, unless noted otherwise: Anchor Bolts: ASTM A 307 Threaded rod: ASTM A 36 High -Strength Bolts: ASTM A 325, where noted Nuts: ASTM A 563 Washers: ASTM F 436 Substitution of other materials requires approval of the Engineer. Provide anchor bolt configuration as shown including diameter, spacing, projection, embedment, and end configuration. Substitution of another type of anchor requires approval of the Engineer. 03210 REINFORCING STEEL Concrete reinforcing steel shall be deformed bars conforming to ASTM A 615, Grade 60 (or A 615M -96a, Grade 420), made from new billets. Reinforcing to be welded shall be Grade 60 (Grade 420) with a Carbon Equivalent (CE) of 0.55 or less, or ASTM A 706 (or A 706M -96b). Do not use epoxy -coated reinforcing unless noted. Bars marked with metric sizes as shown below conforming to the metric specifications and grades shown above may be substituted for the bars shown on the drawings. Bar spacing, embedment and lap lengths, reinforcing cover, bends, and hooks remain the same. Fabrication and placement of reinforcing in concrete shall conform to IBC section 1907. Lap all reinforcingbars 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: Concrete exposed to earth or weather. Other conditions (UNO): 3 inches 2 inches 1-1/2 inches Reinforcing steel welding shall be performed by WABO certified welders and shall conform to IBC Sections 1901.2 and 1903.5.2 (AWS Welding Code D1.4-98 with modifications). Reinforcing shall be securely tied in position prior to concrete placement Reinforcing shall be supported on chairs or stab 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! 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 t 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 alt concrete mixes for slabs and other flatwork to be exposed to weather. The amount of entrained air shall be 5% plus or minus 1% by volume. One percent maximum calcium chloride or other water-soluble chloride ion admixtures conforming to ASTM C 1218/C may be used in concrete not exposed to the weather or in unreinforced concrete. Other types of accelerating admixtures may also be used. All admixtures shall conform to ASTM C 618 Type C or F. Special inspection and testing is required for all reinforced concrete except for foundation concrete with a designated compressive strength not exceeding 2500 PSI and nonstructural slabs on grade. For each class of concrete where testing is required, the special inspector shall take not less than one set of three cylinders for each day of concrete placement, or for each pour, or not less than one set for each 150 cubic yards of concrete, or not less than one set for each 5,000 square feet of surface area for slabs or walls. Anchor bolts, dowels, and other embedded items shall be securely tied in position prior to concrete placement. Do not add water at site. Maximum drop during placement is three feet Consolidate concrete with a mechanical vibrator as required. All exposed surfaces shall receive a steel trowel finish unless noted otherwise. Do not dust surfaces with dry cement to remove water. Concrete shall be maintained in a moist condition for a minimum of five days after placement or sealed with a curing compound applied in two coats at right angles. Follow manufacturer's application instructions and do not exceed recommended coverage. Keyed construction joints shall be used in all cases except slabs on grade. All construction joints shall be thoroughly cleaned and all laitance shall be removed. All vertical joints shall be thoroughly wetted and slushed with a coat of neat cement immediately before placing new concrete. Pipes other than electrical conduits shall not be embedded in structural concrete except where specifically approved. Do not embed aluminum conduits and sleeves in concrete. 03605 NON -SHRINK GROUT Non -shrink grout shall have a minimum compressive strength of 5,000 PSI. Use non- metallic type in exposed conditions. Install per manufacturer's recommended procedure. DIVISION 5 - METALS 05120 STRUCTURAL STEEL Materials, fabrication and erection of structural steel shall conform to IBC Chapter 22 and the AISC 360-05 Specification for Structural Steel Buildings. Paint all structural steel exposed to weather unless noted otherwise on drawings. Material specifications, unless Structural shapes: Bars and plates: Pipe: Structural tubing/HSS: Bolts: High -Strength Bolts: Nuts: Washers: Filler metal: noted otherwise: ASTM A 36 ASTM A 36 ASTM A 500, ASTM A 500, ASTM A 307 ASTM A 325, ASTM A 563 ASTM F 436 E70XX Grade B, Standard Weight Grade B where noted Substitution of other materials requires approval of the Engineer. Galvanizing of structural shapes and fabricated parts shall be done in accordance with ASTM A 123, after fabrication. Galvanizing of threaded parts, bolts, nuts, and washers shall be done in accordance with ASTM A 153. Welding shall be performed only by WABO certified welders and shall conform to AWS D1.1 and AISC specifications. E70T-4 weld material is not permitted. Minimum fillet weld size shall be 3/16" unless noted otherwise. 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 D1.4-98 with modifications). Provide 3/4" diameter air relief holes © 12" OC each way in the horizontal surfaces of all embedded bearing plates and angles over 6" in width, when they are above the bottom of the concrete member in the casting position. Naup@ri'ER 4Rgnncg®Ug9rh@o CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS OF WES'1H JLD SIGN FOUNDATION 633 Southcenter Boulevard. Tukwila, WA 98188 FOR PLUMB SIGNS 909 South 28th Street Tacoma, WA 98409 REI Job No. 08049 April 2008 1519 West Valley Highway North/Suite 101 Post Office Box 836/Auburn, WA 98071 253-833-7776 Fax 253-939-2168 10'-8" PROVIDE SUPPORT FOR FRONT AND REAR ACRYLIC PANELS 10'-2" 2'-7" MIN e . • 4--d-{- —1-{- I--1- I-IV_ T1-4.7—•‘ I".I _. 4111ed ,Id I F• .J=ail.•° -Iia. -Q_ -1- 1 1 .1 .1�. • ° <I.P-I..LA J•d=F b.(( I J •141a • 1- P 1 I -a. J 1 a. I 1 fa9 -- i. I 1. 1i d. -1 e1 gi 1J t.1 - .1 -IJ? - - • .1- r-1 . J, .•-• Ile 1_e L1 '1 14 • 4 1 I.o-1 •F I- - •1- lal I -_ .1,-14.1J- - — -- 6 e £t - I 4 -.J SIGN, BY OTHERS .P • -d k 1 -I4• _ `d I. 1 a -1 1 .1 1..41- b .11- P r - 1 - 1 1: -P_ `-1°1 -_1 I.a 41 1 -_1 : r - _ - - 1.1. 1.16 u _ U 1L/1. LJ - N4 LI .. THIS SIGN FOUNDAT1ON 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" - . a 11' 6" ate=tiara-°_ - --- - 3" ECLR t 3" CLR 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) • d•n ° e'a.e- _ e' O ° Q ..a •=_Oy -.--4o e a e. . #4's • i r-8" (8) 250 OD x 0.500 WALL 6061—T6 ALUMINUM TUBES —r-8" ---{ (9) 2.00 OD x 0.438 WALL 6061—T6 ALUMINUM TUBES RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 PROJECT NAME: WESTFIELD SIGN FOUNDATION, SIGN AA1 633 Southcenter Boulevard, Tukwila, WA 98188 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2006 International Building Code and ASCE 7-05. All sign material and connections to column by others. DESIGN CRITERIA: Basic Wind Speed: V = Exposure Category: Wind Importance Factor. lw = Total Height of Sign: Nominal Height of Atmospheric Boundary layer. z9 Power Law Exponent a= Exposure Constant zaaa = Turbulence Factor c = Integral Length Scale Factor. B _ Integral Length Scale Exponent Ea„e Mean Hourly Wird Exponent Qave = Mean Hourly Wind Factor. ba„e = Period Coefficient Ct = Period Coefficient x = Approximate Fundamental Period: T8 = DESIGN LOADS: Top Sign: Height Width: Point of Wind Load Application: Sign Area: AQP= Velocity Pressure: qh = 0.00256KhKnKjV21w Exposure Coefficient: Kh = 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 10.17 FT 10.67 FT 6.11 FT 27.74 F1z Ka= 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 Egn.12.8-7 0.85 ASCE 7-05 TABLE 6-3, NOTE 2 1.0 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 0.85 ASCE 7-05 TABLE 6-4 qh - 11.6 LB1FT2 Gust Factor_ G = 0.925(1+1.7gal Q)/(1+1.7g„IZ) Intensity of Turbulence: I.= 0.228 go = 3.40 g„ = 3.40 Equivalent height of structure: zava = Background Response: Q = Lave = Rigid Gust Factor G = Clearance Ratio: Helghtsiyn/Heighttph.= Aspect Ratio: Width.10/Heightsiyn = Net Force Coefficient: Cr = Design Wind Force: F = q,,GCfAr Overturning Moment ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 15.0 ASCE 7-05 Section 6.5.8.1 0.956 427.1 0.902 1.000 ASCE 7-05 Figure 6-20 1.049 ASCE 7-05 Figure 6-20 1.57 ASCE 7-05 Figure 6-22 458.1 LB 3018 LB -FT ASCE 7-05 Figure 6-20 Job No. 08049 5/1/22008 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 Bottom Sign: Height: Width: Point of Wind Load Application: 10.17 FT 10.67 FT 3.81 FT Height of Top of Sign Above Grade: 10.17 FT Atbottom = 31.24 FT` Velocity Pressure: qh = 0.00256Ki,icKdV21W Exposure Coefficient Gust Factor. Intensity of Turbulence: = Kn = Ka= qh G = 0.925(1+1.7g0'Q)/(1+1.7g„12) = 0.228 0.849 1 0.85 11.6 LB/FT` 9Q = 9„ structure: zave _ Background Response: Q = Lzm,e = Rigid Gust Factor. G = Clearance Ratio: Height ,/Height = Aspect Ratio: Wtdthsign/Heightey„= Net Force Coefficient: Cf = Design Wind Force: F = <h,GCfAr = Overturning Moment: TOTAL OVERTURNING MOMENT: TOTAL WIND FORCE HEIGHT OF RESULTANT FORCE FOUNDATION DESIGN: Lateral Bearing Pressure: Constrained Depth of Footing: CONSTRAINED: Combined Footing? Shape of Footing: Length: Width: Allowable Lateral Pressure: A = 2.34`F/(Si*b) = Nonconstrained Depth of Footing: b= S, = S3 = A= d= 3.40 3.40 15 0.958 4271 0.903 1.000 1.049 1.57 514.1 LB 2220 LB -FT 5239 LB -FT 970 LB 5.40 FT ASCE 7-05 TABLE 6-3, NOTE 2 ASCE 7-05 SECTION 6.5.72 & FIGURE 6-4 ASCE 7-05 TABLE 6-4 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure: 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 300 PSF/FT IBC TABLE 1804.2 Combined Footing? Yes or No? d2 = 425 %/(S3b)l 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 21-7 Job No. 08049 511/2008 Elaop®TR EungElai®® uuj, Orr��a 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 ea) 9 -tiE%-'TFI-ELD �(N cras SHEET NO OFy/� DATE I 8 CALCULATED BY CHECKED BY DATE SCALE AEP 31C tit -_ i ALW : X61 -T.6. 1 ,CIF I -c ' U-PPatr-S 1 • (1)z , :4r u►� ,�i,�F (3) 2.Auutlu Tu.R s DEslCIK1 LoA1:TZ } M 445.6k. !Lim- - 0.734 t‹.Fr 13_51<si,(.=2S,oks Qt AR F -1 , C:ClaUMW-U.5 1R( M - 0-73q> k- F( - F e3-0 his i (� 2% o x OP -so .WALL 7 061061w3 ( St) x 0.2.50 S = 3(o. 7 = 1, 6Z miL -L52- u o,g7o . cuPPcQ ... Auto NuM REaLu2lD; -EcTton. (ocaL-14.5 - �c�. C� fts I o.LiR ll\! 3 -Tire_. - &52 14' (>'Q tq/N- -'• ak..IN —sial) 5Ct-10na Mot uuus Fix_ ®,250 S = 7(0.537) +(8 0,0061143) = 11,0In13. -1` _.(5:2L1x't' _: 5.72 Ks/ CnI4PRE tof. 11.2.5c^, ;5 Q -5O F_ II" t 3� - 1&7 5.7Z4,-51 6 3.so.Kt D PRODUCT 207 AKS@T1 qRgrithi@maringo [In& CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS OF WES'1't OLD 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 8'-2° #4's 8' 81° 0 PIPES STUBBED 1Ya INTO CABINET AND WELDED TO CAPS AT TOP AND BOTTOM OF CABINET FRAME (TYP) r-, SIGN, BY OTHERS 2'-3° MIN a 1 1 • I - - 14- I- I - _# 1' 4 y 4 4 "J I -°I-1 . J " 4 1- eL - • I 1-_I - 1 1 .4 -1 41'1 d 1 143 lid-- • 1. -17 _ 4-1• ---I- A a .et - I,1 ' u - • -I- J - - - - . -1, •P-1 4 - L 1- 41•44 .e 'IeI _ 4 - 1 61L- 1_ 1- 4_ 1 L 4 : ` t_-- 1 L -f --f� . r dl - i .a I + 1 - --- 11-4 1 - *1 1 1-41-- f i .1 -. I'" 1-- •j -f — r.. .tc.e9' 1- 1 1"-4 i k 1 1.- 1 1•r1.d a•LF d ' LJ aV .1,.J• • _1J Li _ _ LI-. • qfV- 34 f cLR 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'-0° I #4's 3a 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) VOd.. V. 4O• �_ e� ® -..�� 'wo- "t o -e 0.1e (7) 2.50 OD x 0.250 WALL 6Q61—T6 ALUMINUM TUBES (7) 2.00 OD x 0.250 WALL 6061—T6 ALUMINUM TUBES 11'-8° 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 Exposure Category C Wind Importance Factor: IW = 0.87 Total Height of Sign: 8.17 FT Nominal Height of Atmospheric Boundary layer z9 = 900 FT Power Law Exponent a = 9.5 Exposure Constant z,,,n, = 15 FT Turbulence Factor. c = 02 Integral Length Scale Factor. = 500 FT Integral Length Scale Exponent Eay„ = Mean Hourly Wind Exponent aa,,0 = Mean Hourly Wmd Factor. b.= = Period Coefficient Cr = Period Coefficient x = Approximate Fundamental Period: Te = 0.10 SEC ASCE 7-05 FIGURE 6-1 ASCE 7-05 Section 6.5.6.3 ASCE 7-05 TABLE 6-1 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 ASCE 7-05 TABLE 6-2 0.20 ASCE 7-05 TABLE 6-2 0.15 ASCE 7-05 TABLE 6-2 0.65 ASCE 7-02 TABLE 6-2 0.02 ASCE 7-05 Table 12.8-2 0.75 ASCE 7-05 Table 12.8-2 DESIGN LOADS: Top Sign: Height: Width: Point of Wind Load Application: Sign Area: Velocity Pressure: Exposure Coefficient Gust Factor. Intensity of Turbulence: Equivalent height of structure: Arrop = tin = 0.00256KnKnKdVZIW Kn = 0.85 Kg = 1.0 Kd = 0.85 qr, = 11.6 LB/FT2 G = 0.925(1+1.7g0I Q}1(1+1.7g lJ is = 0.228 go = 3.40 g„ = 3.40 8.17 FT 8.69 FT 3.99 FT 37.86 FT2 zave = Background Response: Q = 1-z ave= Rigid Gust Factor. G = Clearance Ratio: Heightg9 eight= Aspect Ratio: Widthsi9 /Heightda„ = Net Force Coefficient: Cr = Design Wind Force: F = q„GCpAr = Overturning Moment HEIGHT OF RESULTANT FORCE 15.0 0.961 427.1 0.905 t000 1.064 1.57 624.3 LB 2746 LB -FT 4.40 FT ASCE 7-05 Eqn_ 12.8-7 ASCE 7-05 TABLE 6-3, NOTE 2 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 ASCE 7-05 TABLE 6-4 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-22 ASCE 7-05 Figure 6-20 Job No. 08049 4/29/2008 RtJPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, WA 98001 FOUNDATION DESIGN: Lateral Bearing Pressure: 300 PSF/FT IBG TABLE 18042 Constrained Depth of Fooling: Combined Footing? Yes or No? CONSTRAINED: d2 = 425111AS-23)) Combined Footing? Yes Shape of Footing: Rectangular Length: 9.50 FT Long Dimension Parallel with Sign Width: 2.00 FT b = 9.71 FT Allowable Lateral Pressure: S1 = 219.1 PSF S3 = 6572 PSF A = 2.34*F/(S1*b) = A = 0.69 (- Nonconstrained Depth of Footing: d = 2.19 FT 3 Job No. 08049 4/29/2008 Emp@ui C unglin@ luagj9 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 O&M -Wm#Ist.,N Seri ntbfkna\+ SHEET NO OF 4/ CALCULATED BY CHECKED BY DATE SCALE 7'1 DATE SicAA2. ( 2%. AL UM JY.LLtM T 5 AW.t1 fN ILNI 1 u'BES st6in.A L- = M= Z7`%& k• P r V=Q•62541. '13.5 ksi': (4) _ 1 a Mf' 7� SECTLOt,,� MV:1Lt.Glz A a 27146k' Ft' (12."/Fr 140 KB! 1/411,711V:,WAtL- 0E5 OD X 0.230. 5 ` © 557 (.0 3,2-1 11 3 (6� 2 50 OD • X 0.250 WALL- > _ •o,Ro6(G-j = 5.43 teys the & _ 2.746 k•F ,N/Fr) C0MPIRE5v1 C6ty , O,zso,u F _ 14( = 18,E1<s >5,81 its/ 4ALt() ? 1.83 „v5 OK. ZEO D PRODUCT 207 'Westfield Southcenter NES1FlE.D DESIGN & OMDZSITON 11001 11th Floor 1p 1 ar OaDfmrla TelephoneTeleplw310 478 4400 FeeinI. 310 478 4460 INS DUNK 6 MI OISTILSON son.. e,K..erI.> M MOIECT NO MS NOT SE /16.0.16,0 NINON TA AROSISICTS :Sran'Ellewiwrrtroa�EMOixon Registration No. Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: 1 � A1C +Ilii 0111X1 ., No. Revision Date DIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDII>I Sheet Title PROPOSED FREESTANDING SIGNAGE LAYOUT Job No. 1129 Date Seale aar nooa AL1.2-1 ,, / , „ , i ._ PRa�RTY ._.._.._.._.._.._.._ L , , .. , .. RING ROAD • i _.._..._.._. J, _ ,I , ' ___— PROPERTY LDE RNG ROAD 40'-1 lil / LA I I it I •1111P11111N I 111:11 0 PROPERTY UNE A um4 entm SIGN -ADI I _ _ . SIGN - AD1 \\ SIGN - AA2 13 14 15 JCPENNEY r a s —' r>{'�fi �dfs•" I'Y,' -�" a I % I PLANTER PER = / LANDSCAPE 41/4'." ��� ,, DRUM I _ _ ®— /I �il/ / ♦ •/ •• '�•. o , 0�g �i ® ,tb�/ „rue" a , , o �\ q �� II` 1x11_ rsrin: ` �► b z STOP o � 1',►' �� •y 1i , _t a®1I� /' — —� — RING ROAD iiiii: ,'"�'1'��~' `• , I• • INN I P • RKING �� • •' .4 ouu- �� l•�R •` _.-- / AKUA``•`'• �a Ii. r RING ROAD: ( _ 11 PARKING "A�I l�;aa, a i;� : : Op' �• �.=I I STRUCTURE B; 0^< 10117+ 0•6 r�p;., liM Cp ►:� as L✓ - - — - - ' �e► ale'�_4.� .�1"\01. %^ 1 '�i-O 4',�. ' i'{i` "g� jj 1 ROPERTY - PUNE ,5 ����� : `; �I'11"''y!'� lL!l SIGN - 4. AD1 SIGN - AA1 SIGN - AD1 11 SIG1 • 01 O 10 12 FIRESTONEL L.Jii / c SI• �yi�1 Fl RESTONE 11 s PP _— • 4' I I I _.. E _ .°...ao 163 ni,�i%/01,,, Ie' /. PLANTER o -8• I n _ON ro ;CR ORAWIIG .•+:�i'%J' �✓�;u�uuu�ie� _ PLANTER PER I I I"s' ce ii. ii,' C0�y.1 ao' EN ,�NA f--,746, r ` •MEN MI 1:11)IM LANDSCAPE oo '1'1'1'L. o ���"°0 'T _ ab.,.- --- STOP PROPERTY UNE ii. mi �_ MI — = ^��c�o.'0 11� l 7. \o ) -, f' T ` r.._ ei PARKING .,a,: �' _,,. ri' o°I TRUCTURE "A" :y ��•� •� oo.,� _ _ 000 �r 1 1. - -'D ► L -4.I © O .�� O O \ ,y ....x., , 1 '� Y I I I•*' o a H• _/ 11 E�/L}1NDSCAPE�� / \ / / I 1 I I I I"'Oc°' 4'" ° '' L�'•� SCAPE DRAWING �►-^� ` `• ��L'� 1 . !'•j� r,;::_�•:. 7 0 ® t CFNFRAI NOTF- v 1•: r,.4 n \4� I� b; T • • LAND FOR DETAILED 64 INFORMATION OF WESTFIELD SITE O el SIGN - REFER G ® BY SQUARE PEG E t DESGIN Z W ■ fff�iiii .3�._ 1. - P1 ls. -� AlNO AlNO t - ~ O In Y • • / ` I I I I I '1.:10 O� /�� I••' 00 / /, ►"/'. \j V .IS dO1S ?� �I . Zl �'' \ • ��• I y.. oi' �� �j �T r.� • �, ' Z I 1 4., -��-, ar,—� as' -o' ._ ._.._.._.. •,;•,n . ~ta�. • 'ems' snr.can ` .� bate o ` I I i.. .% �, .._.._.._.. • �'t rh �1aty GENERAL NOTES .iL...L• • .• • I ,I� STRANDER BOULEVARD 0 SIGN - AA1 OSSTRANDER BOULEVARD SIGN -AAI ta STRANDER BOULEVARD SIGN -AAI 0 ® O 'Westfield Southcenter NES1FlE.D DESIGN & OMDZSITON 11001 11th Floor 1p 1 ar OaDfmrla TelephoneTeleplw310 478 4400 FeeinI. 310 478 4460 INS DUNK 6 MI OISTILSON son.. e,K..erI.> M MOIECT NO MS NOT SE /16.0.16,0 NINON TA AROSISICTS :Sran'Ellewiwrrtroa�EMOixon Registration No. Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Plan: 1 � A1C +Ilii 0111X1 ., No. Revision Date DIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDII>I Sheet Title PROPOSED FREESTANDING SIGNAGE LAYOUT Job No. 1129 Date Seale aar nooa AL1.2-1 N m" Southcenter Sedhantar WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, Ilth Floor Los Angeles, California 90025-1746 Telephone 310 478 4456 Facalmae 310 478 4468 ro'nre. eirouiseswot1.7 da011 ROY *K NO.n Registration No. Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Pion: = ■e u� IiI1 I. � ul'IL:i'tI' oats��a'eI_ Orokuro No. Revision Date D A A A 0 0 A Sheet Title PROPOSED FREESTANDING SIGNAGE LAYOUT Job No. 114I Date 4130 Scale tr.ma AL 1.2-2 ISLAND �KVYI[ A PARKWA Y � ��• `` CENTER TO ISLAND S�OEWACk PROPERTY LINE DOUBLE SIDED '_`� SIGNAGE [ANOSCgPE gREq NF OF pARk�Nc CUge [gAIDSCCPE AREA SIGN-AA1 1 PROPERTY LINE• " _._... ALIGN TO STREET CURB TUKWILA PA' WAY \ ® LANDSCAPE \� PROPERTY \ LINE NO SUPPORT POLE OF SIGNAGE NnT 1 'H ' 14. r �\ \ \ SINGLE SIDED � 114.- ��• SIGN - AA8 SIGN - AA1 SIGN - AD1 © O O \ REPLACE AT EXISTING SIGNAGE LOCATION a 'S H � . N IN SCO �V • • \ 0 I L110.1 I L o_ la 29•_6 ,. J CURB PROPERTY UNEI N ` SINGLE 13 DED SIG AGE ® SIGN - AA1 SIGN - AD1 SIGN -AAS - AD1 0 0 ®.-SIGN N m" Southcenter Sedhantar WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, Ilth Floor Los Angeles, California 90025-1746 Telephone 310 478 4456 Facalmae 310 478 4468 ro'nre. eirouiseswot1.7 da011 ROY *K NO.n Registration No. Consultants Approvals/Phase: Site Signage - Landscape Package 4/19/2007 Key Pion: = ■e u� IiI1 I. � ul'IL:i'tI' oats��a'eI_ Orokuro No. Revision Date D A A A 0 0 A Sheet Title PROPOSED FREESTANDING SIGNAGE LAYOUT Job No. 114I Date 4130 Scale tr.ma AL 1.2-2 14-1- /t 3/ II llettitty• . 't-14;..etif.A. • 111 Atilzigg `f."*Ird411.7174 ,"et1'.13 •-• fr ViPil*A"Wf # ,":0.'NW 0041." ."41rZ:S1:44i 7.7 446* - ftft,.5/0 l ij i site Southcenter ii AA1 - Quantity: 1/4" =1'=0" 5 'Soo -o`e 110"oe9 -47 6be--oYg 717 AA2 - Quantity: 3 1/4" =1'-0" AA3 - Quan Scale: NTS - c� .5cg _ o5c 1 0 Mai/ MALL ENTRY 11 CASCADE GARAGE O Sign for East Parking Structure } •T AA4 - Quantity: 1 Oa tet, Scale: NTS `f' AB1 - Qualitity: 3 1/4" =1'-0" AA5 - Quant ty: 2 Scale: NTS g 9 , 16 7 Sign for st Parking StN�' J AA6 - Quantity:4 afaii Scale: NTS —� •c' .-,-0 Client/Design Architect Westfield Design 11601 Wilshire Blvd., 12th Floor Los Angeles, CA 90025 Graphic Consultant $IUA�E PES Bfl i p 5516 Doyle Strut Saito 15 Eseryrillt, Colifereie 14801 Tel.Nlieee 511.5111.1111 Feeeioile 511.588.8114 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 #!!!D MAY 1 9 2008 Drawing Number t Y DEVELOPMENT AD1 - Quantity: 11 1/4" = 1'-0" l4� F1 - Quantity: 6 1/4" =1'-0" 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 Consultant SDDAAB FEB W 8 fl 11P 0 5515 Delle Simi Snit, 15 5mereeille, Celilorni, 94508 Tele81444 510.5988810 F,nimil, 518-598-8814 Project Westfield Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 6/02/08 75% Documentation 3/30/07 95% Documentation 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum A Drawing Trtle Sign Code Key Drawing Number 1.01 1 IA • AA1 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 10111E CEO 1 1 0 5515 Doyle Streit Suits 15 Emeryville. Califsrale 94808 T111,121e 510.516.8110 Facsimile 510-511-1814 Project Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/01 Addendum A ,/ \ SPD Revision Drawing Title Sign Location Plan South Site - New MaII Drawing Number LP 102.00 P.': R t; V NORDSTROM macys F'1ai,'t raaervyers JCPenney 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 OONAOE PEC * E n i. 5515 Osyle Strait hit. 15 Emsryrilla. Caiitsrnia 114800 Talapisas 510.610.8110 Facsimile 510-511.1514 Project r Westilek! Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/07 3/30/07 95% Documentation 5/31/01 98% Documentation 8/24/07 11/09/07 100% Documentation Addendum A Drawing Title Sign Location Plan North Site - Existing Mall Drawing Number LP 101.00 '0 MATCH: IATTHEWS PAINTS 0,21246 .RV 18.9 IATIN TO MATCH: MATTHEWS PAINTS MP00818 SATIN TO MATCH: MATTHEWS PAINTS MP13915 SATIN 3M TRANSLUCENT VINYL 3M TRANSLUCENT VINYL IVORY (230-005) POPPY RED (230-143) NINE (9) 2 0o X .438WALL & EIGHT (8) 2.5'OD x .500WALL 6061-T6 ALUM SEAMLESS ROUND TUBE SIGN SUPPORTS ANCHOR TO FOOTING. FREESTANDING ALUMINUM TUBES AT EITHER END OF SIGN ARE SECURED BELOW GRADE WITH CONCRETE. ALL SIGN SUPPORTS WITH FINISHED END CAPS. ALL VISIBLE SURFACES PAINTED TO MATCH MATTHEWS PAINTS MP21246 LRV18.9 SATIN. TUBES PASS-THRU SIGN CABINET. 1/2' EXTERIOR GRADE FROSTED ACRYUC WITH POLISHED EDGES I'DIA STRUTS FASTEN FROM ACRYLIC TO VERTICAL TUBE SUPPORTS P 3' CHANNEL LETTERS INTERNALLY ILLUMINATED WITH SLOAN RED PS4 SHORT MODULE LEDS & POWERED BY SLOAN MODULAR 60s. TRANSLUCENT WHITE (2447 PLEX FACES WITH TRANSLUCENT POPPY RED (3630-14 ) VINYL OVERLAY. 1' TRIM CAP, 3" RETURNS & CHANNEL BACKS PAINT TO MATCH MATTHEWS NP13915 SATIN. MOUNT FLUSH TO FROSTED ACRYLIC PANEL. ('DIA ALUMINUM STANDOFFS TO SECURE LETTERS TO SIGN CABINET AND CONCEAL ELECTRICAL CONDUIT. 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' 15.000' 15.000' 18.000' 15.000' 15.000" 18.000' 15.000' 15.000"- 6.000' 7.000 BETWEEN 15.000' ACRYLIC PANELS - 18.000; tea/MOUE ACR LIC PANE • CABINET 116.000' 110.000" 104.000' 90.000' 36.000' 30.000' .W. FABRICATED .090 ALUMINUM TOP & BOTTOM END CAPS NO VISIBLE SEAMS OR FASTENERS; ALL WELDS GROUND FOR SMOOTH EVEN APPEARANCE; ALL CORNERS & EDGES EASED 1/32'MAX. PAINT TO MATCH MATTHEWS PAINTS 11P013915 SATIN. FABRICATED .125 ALUMINUM SIGN CABINET WITH 112' 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 ,�I17IN TO MATCH MATTHEWS PAINTS MP00818 SATIN. REC MAY 19 20081 COMMUNITY DEVELOPMENT 122.000' OVERALL HEIGHT FROM GRADE (v5) I • �! Southcenter[ 13.386" 18.000' ROUTED LETTERS NEL LETTE RS/ACYLIC P CAP INET TTOM AP 31.640' #4'S [20'x134"1 31.000' tl 28.000' . 13,2 0 24.000' END VIEW 138.000' SIGN FACE ELEVATION 3.000' GRADE PLUMB SIGNS, INC, 909 SOUTH 28TH ST. TACOMA, WA 98409 (2531473-3323 FAX (253) 472.3107 .IDB NAME FILENAME LOCAT110N BMARSDATE WEBTFE D 1813_,M1 WEBTFED 01.10.08 Roe MART= DESIGNER T000 PETERSEN SCALE 10F DATE 0424.08 APPROVED THIS IS AN ORIGINAL DESIGN CREATED BY BY: PLUMB SIGNS AND REMAINS THE PROPERTY OF PLUMS SIGNS UNTIL TRANSFER BY SALE, ALL SIGNATURERIGHTS RESERVED. ANY UNAUTHORIZED USE OR . Bl! ■ MET MM BIT UT IRT IPMEM MN r OUPL!JCATION WILL RESULT IN A h .000 CHARGE. COPYRIGHT, 2008 PLUMB SIGNS, INC. FEED VERIFY All DIMENSIONS AND COMMONS BEFORE FABRICATION e - z b 0 JCPenney aver:•. j NEW .VKING „ STRU jTI�RE "A° 6+.2 f :) A •B • NEW PAO - NM 31i • om o STRANDIR I3OUL EVARD IFTARC:FT 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 SOUAf1E PER U 1I i n 5515 Doyle Street Suits 15 Emeryville. Cslifsrsis 94108 Tsls�isss 510.610.8110 Facsimile 510-511.1814 Project Westfieff Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum A /H\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 102.00 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 :OOARE PEO Mini 8 5515 Doyle Street Seita 15 Emeryville. Coliforms 6450B Telepioee 510.688.8810 Facsimile 510-511.8614 Project WestRe&f 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 FO MATCH: 1ATTHEWS PAINTS 1P21246 .RV 18.9 SATIN TO MATCH: MATTHEWS PAINTS MP01351 SATIN TO MATCH: MATTHEWS PAINTS MPOO818 SATIN TO MATCH: MATTHEWS PAINTS MPI3915 SATIN SEVEN (7) 2'66 x .250WALL & SEVEN (7) 2.5"o0. x .250WALL 6061-T6 ALUM SEAMLESS ROUND TUBE SIGN SUPPORTS ANCHOR TO FOOTING. FREESTANDING ALUMINUM TUBES AT EITHER END OF SIGN ARE SECURED BELOW GRADE WITH CONCRETE. ALL SIGN SUPPORTS WITH FINISHED END CAPS. 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 ACRYUC PUSH THRU LETTERS AND TRANSLUCENT POPPY RED (3630-143) VINYL OVERLAY. INTERNALLY ILLUMINATED WITH FLUORESCENT TUBES. N0 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/3214AX. PAINT TO MATCH MATTHEWS PAINTS MP013915 SATIN. FABRICATED .125 ALUMINUM SIGN CABINET WITH 1/2' TRANSLUCENT WHITE ACRYUC 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 1/32'MAX. PAINT CABINET TO MATCH MATTHEWS PAINTS MP00818 SATIN. RECEIVED MAY 1.9 1008' gOMMUNITY WALOPOIENT V-3 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 • 5.000' 15.000' 18.000" 96.000' 82.000" CABINET 15.000' 15.000' 18.000' TOP VIEW 104.250" OVERALL LENGTH 9.000' 'WESTFIELD" 13.000' CABINET a '6) < C \ x 98.000" 92.000" 86.000' 80.000" 98.000' 2 OVERALL 8.000' HEIGHT FROM GRADE 22.500' .w. 2.180' R CABINET LOWER LOWER CABINET OWER 1' CAP 14.000' TTOM CAP 2.180" 27.640' *4's [20'x109.51 GRADE 27.000' 24.000' PLUMB SIGNS, INC 909 SOUTH 28TH 5T. 12531473.3323 TACOMA, WA 98409 FAX (253) 472.3107 JOS NAME FILENAME ! LOCATION OATS 24.000' END VIEW { 114.000' SIGN FACE ELEVATION SIDE B 3.000' iNIEBTFELD ROB MARS=REV DATE APPROVED INS IS AN ORIGINAL DESIGN CFIEATED BY PLUMB SIGNS AND REMAINS THE PROPERTY OF PLUMB SIGNS UNTIL TRANSFER BY SALE, ALL 1513 -/IAP WESTFE1D DEBIONER TODD PETERSEN 1� _ _SCALE _ -- SIGNATURE 1.11. 18.000' 15.000'- 15.000' 18.000' 15.000' 15.000' TOP VIEW 104.250" OVERALL LENGTH 9.000' 'WESTFIELD" 13.000' CABINET a '6) < C \ x 98.000" 92.000" 86.000' 80.000" 98.000' 2 OVERALL 8.000' HEIGHT FROM GRADE 22.500' .w. 2.180' R CABINET LOWER LOWER CABINET OWER 1' CAP 14.000' TTOM CAP 2.180" 27.640' *4's [20'x109.51 GRADE 27.000' 24.000' PLUMB SIGNS, INC 909 SOUTH 28TH 5T. 12531473.3323 TACOMA, WA 98409 FAX (253) 472.3107 JOS NAME FILENAME ! LOCATION OATS 24.000' END VIEW { 114.000' SIGN FACE ELEVATION SIDE B 3.000' iNIEBTFELD ROB MARS=REV DATE APPROVED INS IS AN ORIGINAL DESIGN CFIEATED BY PLUMB SIGNS AND REMAINS THE PROPERTY OF PLUMB SIGNS UNTIL TRANSFER BY SALE, ALL 1513 -/IAP WESTFE1D DEBIONER TODD PETERSEN 1� _ _SCALE _ -- SIGNATURE 1.11. RIGHTS UNAUTHUNAUTHORIZEDRESERVED. ANY UNAUTHORIZED USE OR TION WILL RESULT IN A 81.000 CHARGE. 1111111111111111111 YO /T MEM IMO IIB'iX 01.10.08 .PAGE 1 OF 7 . L® COPYRIGHT, 2008 PLUMB SIGNS, INC. -MO VERIFY ALL DIMENSIONS AND COMMONS B i E FABRICATION RDSTRO 3 LEVE: S 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 SOMME PEG U! fl I 0 5515 Doyle Street Suite 15 Emeryville, California 84808 Telephone 510.606.8810 Faeaioile 510.518.1814 Project Westrieki Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 15% Documentation 10/25/06 80% Documentation 02/09/07 3/30/01 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 • a 4 NEW P KING STRUG RE '!A" of 2 { n it; i ; ; 01 e 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 IOIAIE FES$tfIgill 6 61 5 Doyle Street Spite 16 Emeryville. Calitaraia 04008 Telepisse 610.618-5110 Facsimile 610-581.1114 Project Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 Bo% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation • 11/09/07 Addendum A ,i SPD Revision Drawing Title Sign Location Pian South Site - New Mall Drawing Number LP 102.00 Revised Si Ze CHANNEL, LETTERS MANUFACTURE a 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 a 5' RED RETURNS PAINT TO MATCH PMS#485 (RED). - INTERNALLY ILLUMINATE WITH SLOAN CL4-MB RED SHORT MODULE LEDs a POWERED 8Y SLOAN MODULAR 60s. - MOUNT OFF GLASS WALL MULLIONS WITH CUSTOM BRACKET. 5.000" 6.000" 5 END VIEW PAINT TO MATCH PMS#485 (RED)} EXTERIORIONIBUII DING gGiNADELAI estfleId Ik at an Entry (Primary)) PSL U 909 SOUTH ( (25 31098kfl9Q9 WWW`PLUMBSIGNS� 5 1GNs �] s o JOB NAME WESTFIELD SALES ROB MARSTON REV DATE APPROVED BY: THIS IS AN ORIGINAL DESIGN CREATED BY PLUMB SIGNS AND REMAINS THE PROPERTY OF PLUMB SIGNS UNTIL TRANSFER BY SALE, ALL TIONRESEWILLVED. ANY TUIN A $ ,000 USE OR DUPLICATION WILL 1,000 CHARGE. _. -FLLEHLABRE. _I613f1A4 WESTFIELD REV size 7 9.08 DESIGNER TODD PETERSEN SI@JLCI GNATUREDUPLIC .r o J 17 TACOMA, 1I 98409 633 SDUTHCENTER, SEATTLE TDA SCALE 2°=1 CO FaI IVIG SIGN '!C COPYRIGHT 2008 Pp PLUM SIGNS INC. O IALM Q9E3fl90T7 OM • START E' 06.05.08 PAGE 1 OF2 ®TINA CONDITIONS BEFORE FABRICATION � Q1b $, Internally Illuminated Individual Letters. Size and Details to be developed. CONTEXT ELEVATION Scale: 3/3r =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 SSSSSE PEI Men* 5616 Doyle Street Suite 15 Eoer�rille, [eliteruie 04600 Telephone 610.690.8818 Feesioile 510.696-8814 Project Westilek! Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 4/28/06 50% Design Development 10/25/06 80% Documentation 3/30/01 95% Documentation 5/31/07 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 t e NEW A KING G i.2 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 SOPIIE PEI &nigh 5515 Doyle Street Suits 15 Emeryville. California 94108 'hissing 510.518-8110 Facsimile 510-581.1814 Project Southcenter 633 Southcenter Seattle, WA 98188 Project Number 6307.00 Date Document 06/02/06 75% Documentation 10/25/06 80% Documentation 02/09/07 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum A /A\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 702.00 6 FRONT VIEW Scale: 1/4" =1'-0" NOTE: Illuminated sign fabricated to comply with Westfield signage standards. Fabricated aluminum channel letters with painted retums and backs; illuminated with acrylic faces and translucent vinyl to Westfield's specification; provide stainless steel sleeves at attachment to facade; gasket dissimilar metals; with no exposed fasteners or conduiting SIDE VIEW Scale: 1/4" =1'-0" 6" H Sign Attached to grill with mechanical fasteners and 3/8" long stainless steel standoff sleeves. 8011111111111111111111111111'..111111111111111111111111111111111111 111111111 1111111111111111111[0:111 IIIIIIIIIf�G' SIGN PLACEMENT ELEVATION Scale: 1/8" =1'- 0" Client/Design Architect Westfield Design 11601 Wilshire Blvd., 12th Floor Los Angeles, CA 90025 Graphic Consultant t II1f1AIE PEI Sergi *II 5515 Doyle Street Smite 15 Emeryville. i:elifer•ie 14601 Telephees 511.591.1111 Feceimile 511.599-9114 Project Wesbqek[ 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 Drawing Number GD106.01 b t' 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 P 60000E PEI M e fl l* 5516 DWI Sttsst Emits 16 Eosryvills, Califetais 94108 Tslspiaas 510.518-8110 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 02/09/01 3/30/07 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation • 11/09/01 Addendum A A\ SPD Revision Drawing Title Sign Location Plan South Site - New Mall Drawing Number LP 102.00 .v 1" thick dimensional acrylic letters; painted face & returns; stud mounted with stainless steel stand-offs f• / FRONT ELEVATION - West Parking Structure Scale: 1 1/2" = 1'- 0" MINIM 1011111111•11M 1 1 i 1 1 1 1 1 1 1 1 1 1 I111111.1111ffin s. r 1 1 1 1 .I--- . g 1 i 11 ��MIE 1.°l� i � o1 I 1 1 1 1 1 / OLVMPOC ARAGC I I I 1 1 1 1 1 1 1 1 1 1 II1 I 1 1 I 1 1 1 I 1 1 11 2 SIGN PLACEMENT ELEVATION Scale: 1/4" = V- 0" NOTE: o This drawing is for design intent only, not for construction. Fabricator is responsible for reviewing the most current project drawings as necessary to insure proper coordination of the signing elements. Fabricator is responsible for verifying and confirming actual site conditions. o Fabricator is responsible for all shop / engineering drawings required in the fabrication and installation of the designs. 1/4" thick dimensional acrylic letters; painted face & retums; mounted with full coverage 3M VHB tape (0.A.E.) Graphic treatment; Digital Print to wrap all sides of sign cabinet 3/4 in 3 in SIDE ELEVATION Scale: 1 1/2" = 1'- 0" Fabricated aluminum sign cabinet with no visible seams or fasteners; all welds ground for smooth even appearance; all comers & edges eased, 1/32" max.; with painted caps and digitally printed graphic at all sides; attach with studs or mechanical fasteners C SC A ,riij A GE 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 oaonoR PRO ei4e 5515 Doylo Stroot Soito 15 Eoorpnillo. California 04000 Toloph000 510.505.0010 Foesioila 510-500-0014 Project Southcenter 633 Southcenter Seattle, WA 98188 RECEIVED Project Number 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 Parking OD a4 Pedestviaao Iii 1IPy aavt`P147 Z +d Drawing Number ZWEir,H '4.000' 11.750' EQ. 5.500" +/- COPY EQ. d ..v I° THICK DIMENSIONAL ACRYUC LETTERS WITH PAINTED FACES & RETURNS; STUD MOUNTED OFF WALL 1/2" WITH STAINLESS STEEL STAND-OFFS AND I/4'x3" EMBEDDED FASTENERS. 3/8°THICK ACRYUC LETTERS MOUNT CENTERED ON FACE WITH (3-4) 08x1/2" SCREWS+WASHER/LETTER THROUGH BACK OF PANEL WEST PARKING STRUCTURE Fabricated aluminum sign cabinet with no visible seams or fasteners; all welds ground for smooth even appearance; all comers & edges eased, 1/32° max.; with painted caps and digitally printed graphic at all sides; attach with studs or mechanical fasteners. envying Tide AA7 Parking ID at Pedestrian Level (Non -Illuminated) QUANTITY: 1 EACH GARAGE A 8 B revving Number GD107 Rae._ I Lt alQ'i (Alk -r6. c n 78.000" 79.000' EAST PARKING STRUCTURE 8.500' 10.500' 0.500° Graphic treatment; Digital Print to wrap all sides of sign cabinet END VIEW P-2 TO MATCH: MATTHEWS PAINTS MP21246 LRV 18.9 SATIN 4816 TO MATCH: PMS#485 SATIN �� ��yyyy oF 5 1 11mco TACOMA tai J 98409 ME wwmao MEG R03 I> REV �' THIS l8 AN ORIGINAL 'I1s 1 CREATED BY RLUMB SIGNS AND REMAINS THE PROPERTY OF PLUMB SIGNS UNTIL TRANSFER BY BALE. ALL a a ? A m 0 101afA7 WESTF;BD TGDDFc'Tt _ TI�� 1.1/8'=1' -1 -1 RIGHTS RESERVED. ANY USE D DUPLICATION WILL REEULT IN A a9 ,tom CHARGE. . , 17/A3 i ,Ti) FII C3 L_J ( D CI Gds FT START O1.9OC 1MP2 ; I ® COPYRIGHT, 2O08 PLUMB SIGNS, INC.1331)(111V/E.DIAAENSIUNSGi�DiCeih'liu�u::.f:1 i' FABRICATION 8.500' PParhingat Pe es an Ls el M j � f(Nona-II[uminatedj QUANTITY: I EACH GARAGE A a B PLUMB OSIGNS IINC . 909 SOUTH 28TH ST. " TACOMA, WA 98409 (2531473-3323 FAX (253) 472.3107 JOS NAME FILENAME LOCATION START DATE 41A STRUCTURE (PARTIAL) SCALE: 3'=I' 36.000' 78.000' SIGN FACE/FRAME I'X4' ALUMINUM REC TUBE. 3/8'X2' BOLT ACROSS TOP 8 BOTTOM OF SIGN \ (SEE LAYOUT BELOW) WELDED CAPS ON ENDS. 3'x3'xI/8' ALUM ANG FRAME (WELD) 3/8'THICK ACRYLIC LETTERS MOUNT TO FACE WITH (3-4) #8x1/2' SCREWS+WASHER/LETTER THROUGH BACK OF PANEL .090 ALUMINUM FACE ATTACHED TO ALUMINUM ANGLE FRAME WITH LORD ADHESIVE. DIGITALLY PRINTED VINYL AFFIXED TO SURFACE OF FACE RETURNS. 3/8'x2 1/2' WEDGE ANCHOR (SEEIL - POUT BELOW) 1 LZ'x2'XI/8' STEEL ANGLE PLUG WELD REC TUBE TO ANGLE FRAME 36.000' 26.000' 26.000' FRAME & MOUNTING PER SIGN FACE SCALE: I-I/2'=I' 26.000' SECTION VIEW A -A SCALE: 3'=I' wEsrrIEL D SALES ROB AAAREEIDN REV DATE 1-1/2' x 1-1/2' x 1/8' ALUM ANGL WELDED VERTICALS (SEE LAYOUT BELOW) r 181S.AA7 WE TRBD 26.000' s L 1 A 3'X3'XI/8' ALUM ANG FRAME (WELD) \ r / 1.500' 8.500' FELD VERIFY ALL DIMENSIONS ANO CONDITIONS BEFORE FABRICATION I 1 I 11 1 I1 __ ____-� ____ _ r i _ _-- __-__ _ — _� I 1 1 I1 1 8.500' PParhingat Pe es an Ls el M j � f(Nona-II[uminatedj QUANTITY: I EACH GARAGE A a B PLUMB OSIGNS IINC . 909 SOUTH 28TH ST. " TACOMA, WA 98409 (2531473-3323 FAX (253) 472.3107 JOS NAME FILENAME LOCATION START DATE 41A STRUCTURE (PARTIAL) SCALE: 3'=I' 36.000' 78.000' SIGN FACE/FRAME I'X4' ALUMINUM REC TUBE. 3/8'X2' BOLT ACROSS TOP 8 BOTTOM OF SIGN \ (SEE LAYOUT BELOW) WELDED CAPS ON ENDS. 3'x3'xI/8' ALUM ANG FRAME (WELD) 3/8'THICK ACRYLIC LETTERS MOUNT TO FACE WITH (3-4) #8x1/2' SCREWS+WASHER/LETTER THROUGH BACK OF PANEL .090 ALUMINUM FACE ATTACHED TO ALUMINUM ANGLE FRAME WITH LORD ADHESIVE. DIGITALLY PRINTED VINYL AFFIXED TO SURFACE OF FACE RETURNS. 3/8'x2 1/2' WEDGE ANCHOR (SEEIL - POUT BELOW) 1 LZ'x2'XI/8' STEEL ANGLE PLUG WELD REC TUBE TO ANGLE FRAME 36.000' 26.000' 26.000' FRAME & MOUNTING PER SIGN FACE SCALE: I-I/2'=I' 26.000' SECTION VIEW A -A SCALE: 3'=I' wEsrrIEL D SALES ROB AAAREEIDN REV DATE APPROVED THIS IS AN ORIGINAL DESIGN CREATED BY 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. 181S.AA7 WE TRBD DESIGNER TODD PETERSEN SCALE AB ramp - SIGNATURE PP>>P!1 num SI MINN W lIRS MST (IHR o1.100e _ PAGE 2 OF 2 ® COPYRIGHT, 2008 PLUMB SIGNS, INC. FELD VERIFY ALL DIMENSIONS ANO CONDITIONS BEFORE FABRICATION • NEW PAC 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 1 30111111E PE@ Min MID 5515 Doyle strict Suite 15 Emeryville. Celifereie 94108 Telapists 510.518-8110 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 102.00 FRONT VIEW Scale: 1/4" =1'-0" NOTE: Illuminated sign to be fabricated to comply with Westfield signage standards. Fabricated aluminum channel letters with painted returns and backs; illuminated with acrylic faces and translucent vinyl to Westfield's specification; provide stainless steel sleeves at attachment to facade; gasket dissimilar metals; with no exposed fasteners or conduiting SIGN PLACEMENT ELEVATION Scale: 3/32" = 1'- 0" C3 w 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 SililE PES Wefll�ll 5515 Doyle Street Slit!' 16 Es.r�rill., Celif.r.i. 14801 Telephio. 511.595.1111 F.e.ioil. 511.598-8114 Project Westilek! 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 /% lNL 4 Y 6 ;119 t"t neem Drawing Number o 1e)/ 3 rr d 1 f[t.k1E ioi3lo' GD103.01 la ;.: * .; M1 Main ID Pylon AA3 Mall Entry ID - Secondary AA4 Mall Entry ID - Primary AA5 Bridge Mounted Parking ID AA6 Bridge Mounted Westfield ID SIGN LEGEND AB1 Restaurant Totem AD1 Primary Vehicular Directional AF1 Street Sign (Lupine Drive) • Power required • No power required Client Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 Graphic Consultant SOME PECM!nI IIII(I 6615 Deyls =treat Snits 18 Enaryvilla. California 94108 T:lapl:aa 510.518-8110 Fie:hails 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 102.00 e�. • C4'"1: • A. PARKWAY L I AAI s y7 t,z. AtA01 UNE Y UNE A 7 ) 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 $OUIIE Pie mini n 5515 Doyle Strout Suits 15 Emeryville, Culifurniu 84508 Telepisee 510.816.8810 Facsimile 510.511.1814 Project Westfiekt 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 11/09/07 100% Documentation 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 wl 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 IDUAEE PEO * 11 i 5515 Doyle Street Suite 15 Emeryville. Wilfrid' 94508 Teleploee 510.516-8510 Feeeimile 510-551-1814 Project Westfield 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 3/30/01 95% Documentation 5/31/07 98% Documentation 8/24/07 100% Documentation 11/09/07 Addendum A /A\ SPD Revision Drawing Title Sign Location Plan Level 2 - New Mall Drawing Number LP 302.00