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HomeMy WebLinkAboutPermit S15-0022 - ROUND 1 / JESSICA KASMAS - BUILDING MOUNTED AND FREESTANDING SIGNSROUND 1 2351 SOUTHCENTER MALL S15-0022 FIVE (5) BLDG MOUNTED SIGNS ONE (1) FREESTANDING SIGN THREE (3) BLDG MOUNTED SIGN THREE (3) SIGNS -NOT APPROVED SIGN INSPECTION (PLANNING) File No. S15-0022 Name of Tenant: Round 1 Sign Address: 2351 Southcenter Mall Date Photo Taken: August 17. 2015 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 uppeurs m conform to upprorecl permit. Bowling Pili may be approved nt a liner date. CP City of Tukwila « Department of Community Development « 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.Rov PERMANENT SIGN PERMIT Parcel No: 9202470010 Permit Number: S15-0022 Address: 2351 SOUTHCENTER MALL Issue Date: 6/15/2015 74.75 Permit Expires On: 12/12/2015 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, , 92013 Contact Person: Name: JESSICA KAMAS Phone: Address: RAMSAY SIGNS , , , Contractor: Name: HEATH NORTHWEST Phone: Address: 727 S 96TH STREET, SEATTLE, WA, 98108 License No: Expiration Date: Business: Name: ROUND 1 Address: 2351 SOUTHCENTER MALL, TUKWILA, WA, 98188 DESCRIPTION OF WORK: (5) BUILDING MOUNTED SIGNS (1) FREESTANDING SIGN - BOWLING PIN (3) BUILDING MOUNTED APPROVED DUE TO REVISION (2) BUILDING MOUNTED NOT APPROVED (1) FREESTANDING BOWLING PIN NOT APPROVED Fees Collected: $1,530.90 Zoning: TUC Electricity Provided by: PUGET SOUND ENERGY Types of Sign: 1. BUILDING -WALL EXPOSED BUILDING FACE: SIGN AREA (SQ FT): 2. BUILDING -WALL EXPOSED BUILDING FACE: SIGN AREA (SQ FT): 3. BUILDING -INCENTIVE SIGNAGE LOCATION OF ENTRANCE: EXPOSED BUILDING FACE: SIGN AREA: 5000 vvr 79.42 169 20 Wset and East Side f�� 5499 i �'` d� 74.75 METHOD OF LIGHTING: Planning Division Authorized Signature. Date: I hearby certify that I have read and examined his 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. ACCEPTANCE BY EMAIL Signature: Date: Print Name: IS SIGNATURE FOR PERMIT AND CONDITIONS THIS PERMIT SHA EWU 15 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. Sign permit inspections are conducted once a month. This allows approximately 30 days for the sign to be manufactured and installed. Please let us know if more time is needed. If payment for the job is pending final inspection approval, please provide the sign permit information by email to teri.svedahl@tukwilawa.gov or call 206-431-3670 and we will complete the inspection within five (5) business days. Electrical permits and inspections occur independent of this permit. FINAL INSPECTION APPROVAL: DA cRA fl -4 ,r., T: 5 r//•^ ��l/�� 1.A ]ryl1� Round 1 Exterior Bowling Pin Information: 1. Painted finish is polyurethane. 2. Pin finish is made of FRP (Fiber -reinforced plastic) on a steel sheet "skin" on top of a steel frame to create the bowling pin shape. 3. Height 17'-0" pin + 1'-0" base = 18'-0" overall height. 4. Pin weight: 1433 lbs The issuance of some signage within the City may require a permit from the Washington State Department of Transportation (WSDOT). It is the applicant's responsibility to obtain all required permits from the appropriate government agency. For information on permits that may be required from WSDOT call (360) 705-7296. The issuance of a sign permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the City. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the City shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Director from requiring correction of errors in the construction documents and other data (TMC 19.12.020 (C)). Pursuant to TMC 19.12.0150, sign permits shall be valid for 180 days from the date of issuance of the sign permit. The Director may approve one extension of up to 30 days if a written request is submitted to the City BEFORE expiration of the 180 day period. AMMUL A final inspection of the sign is required for all signs when installation is complete. The applicant or installer is required to schedule the final Sign inspection through the City's Inspection line at (206)438-9350. The 4 -digit inspection code needed for scheduling the final Sign inspection is 1510. The applicant or installer does not need to be present for the final Sign inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the City of Tukwila Permit Center at (206) 431-3670. The electrical inspector will need access to complete the Electrical portion of the inspection. The City's sign code permits a variety of building mounted signs, including wall signs, signs on awnings, canopy signs and projecting signs. This sign permit application can be used to determine the total number of building mounted signs permitted for your business. The application also provides the specific code standards for the common types of building mounted signs; see TMC 19 Sign Code for details. Please note that you may not qualify for all signage types outlined in this application. Each public entrance is eligible for either a flush mounted wall sign or an awning face sign. In some cases an additional wall sign maybe permitted on walls that do not have entrances, see Section 2 of this application. Use the table below to determine the maximum permitted size' of your wall sign: Maximum Sign Area AREA (L x H) of Exposed Building Face EBF insquare feet Permitted Sign Area 0-500 501-1,500 EBF x.05 or 20 s uare feet, whichever is larger EBF -500 x.04 + 25 square feet 1501-3,000 EBF -1,500 x .03+ 65 square feet 3,001-5,000 EBF -3,000 x .02+ 110 square feet Over 5,000 150 square feet maximum Wall Sign Worksheet 1 This table is inapplicable if your site is covered under an approved Master Sign Program and an increase in sign area was granted. St 3 Reserved for Ci Use For more detail see the Sign Code Language, TMC 19.20.050 A. Wall Area c rn 4.71'soo jS, 3 UU The size of the sign is based on the area of the wall fronting the tenant space where the sign will be Maximum located, see 19.08.110. Sign Area 5 0 1 Calculate the maximum sign area allowed for the wall from O the table above. Proposed Area of Sin �7 / -Co Calculate the area by drawing one box around the Sign Copy entire sign face or copy using 90 degree angles. List what the sign will say (for example name of business). 1 This table is inapplicable if your site is covered under an approved Master Sign Program and an increase in sign area was granted. The issuance of some signage within the City may require a permit from the Washington State Department of Transportation (WSDOT). It is the applicant's responsibility to obtain all required permits from the appropriate government agency. For information on permits that may be required from WSDOT call (360) 705-7296. The issuance of a sign permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the City. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the City shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Director from requiring correction of errors in the construction documents and other data (TMC 19.12.020 (C)). Pursuant to TMC 19.12.0150, sign permits shall be valid for 180 days from the date of issuance of the sign permit. The Director may approve one extension of up to 30 days if a written request is submitted to the City BEFORE expiration of the 180 day period. ■ r A final inspection of the sign is required for all signs when installation is complete. The applicant or installer is required to schedule the final Sign inspection through the City's Inspection line at (206)438-9350. The 4 -digit inspection code needed for scheduling the final Sign inspection is 1510. The applicant or installer does not need to be present for the final Sign inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the City of Tukwila Permit Center at (206) 431-3670. The electrical inspector will need access to complete the Electrical portion of the inspection. The City's sign code permits a variety of building mounted signs, including wall signs, signs on awnings, canopy signs and projecting signs. This sign permit application can be used to determine the total number of building mounted signs permitted for your business. The application also provides the specific code standards for the common types of building mounted signs; see TMC 19 Sign Code for details. Please note that you may not qualify for all signage types outlined in this application. Each public entrance is eligible for either a flush mounted wall sign or an awning face sign. In some cases an additional wall sign maybe permitted on walls that do not have entrances, see Section 2 of this application. Use the table below to determine the maximum permitted size' of your wall sign: Maximum Sign Area AREA (L x H) of Exposed Building Face EBF insquare feet Permitted Sign Area 0-500 EBF x.05 or 20 s uare feet, whichever is larger 501-1,500 EBF -500 x.04 + 25 square feet 1501-3,000 EBF -1,500 x.03+ 65 square feet 3,001-5,000 EBF -3,000 x .02+ 110 square feet Over 5,000 150 square feet maximum Wall Sign Worksheet ' This table is inapplicable if your site is covered under an approved Master Sign Program and an increase in sign area was granted. t Reserved for For more detail see the Sign Code Language, TMC Sistly Si City Use 19.20.050 A. Wall AreaL (�O S `� ' "` S w The size of the sign is based on the area of the wall 1 j "" lea I fronting the tenant space where the sign will be located, see 19.08.110. Maximum Sign Area �S �S 0 Calculate the maximum sign area allowed for the wall from the table above. Proposed © //0 Calculate the area by drawing one box around the Area of Sin entire sign face or copy using 90 degree angles. Sign Copy% �6-41' List what the sign will say (for example name of G-4rGi.6�Z �i�' /0 / T J business). ' This table is inapplicable if your site is covered under an approved Master Sign Program and an increase in sign area was granted. The issuance of some signage within the City may require a permit from the Washington State Department of Transportation (WSDOT). It is the applicant's responsibility to obtain all required permits from the appropriate government agency. For information on permits that may be required from WSDOT call (360) 705-7296. The issuance of a sign permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the City. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the City shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Director from requiring correction of errors in the construction documents and other data (TMC 19.12.020 (C)). Pursuant to TMC 19.12.0150, sign permits shall be valid for 180 days from the date of issuance of the sign permit. The Director may approve one extension of up to 30 days if a written request is submitted to the City BEFORE expiration of the 180 day period. A final inspection of the sign is required for all signs when installation is complete. The applicant or installer is required to schedule the final Sign inspection through the City's Inspection line at (206)438-9350. The 4 -digit inspection code needed for scheduling the final Sign inspection is 1510. The applicant or installer does not need to be present for the final Sign inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the City of Tukwila Permit Center at (206) 431-3670. The electrical inspector will need access to complete the Electrical portion of the inspection. Building MOunteCl Signage Worksheet The City's sign code permits a variety of building mounted signs, including wall signs, signs on awnings, canopy signs and projecting signs. This sign permit application can be used to determine the total number of building mounted signs permitted for your business. The application also provides the specific code standards for the common types of building mounted signs; see TMC 19 Sign Code for details. Please note that you may not qualify for all signage types outlined in this application. Section I- Wall siall Each public entrance is eligible for either a flush mounted wall sign or an awning face sign. In some cases an additional wall sign maybe permitted on walls that do not have entrances, see Section 2 of this application. Use the table below to determine the maximum permitted size' of your wall sign: Maximum Sign Area AREA (L x H) of Exposed Building Face EBF insquare feet Permitted Sign Area 0-500 EBF x.05 or 20 square feet whichever is larger 501-1,500 EBF -500 x.04 + 25 square feet 1501-3,000 EBF -1,500 x.03+65 s uare feet 3,001-5,000 EBF -3,000 x.02+ 110 square feet Over 5,000 150 square feet maximum Wall Sign Worksheet This table is inapplicable ifyour site is covered under an approved Master Sign Program and an increase in sign area was granted. Reserved for For more detail see the Sign Code Language, TMC Si Sign City Use 19.20.050 A. Wall Area�� size of the sign i based on the ara of the wall ILAThe frontingthe tenants ace where the signwill be located see 19.08.110. Maximum Calculate the maximum sign area allowed for the Sign Area �5 D U� wall from the table above. Proposed �C Calculate the area by drawing one box around the Area of Sin , entire sign face or copy using 90 degree angles. Sign Copy List what the sign will say (for example name of t ld business). This table is inapplicable ifyour site is covered under an approved Master Sign Program and an increase in sign area was granted. A sign permit is required for the installation of a new freestanding sign. In most circumstances the City only allows new freestanding signs to be monument style signs. Certain large premises that have gone through the Master Sign Program are eligible for grand monument signs. Information on installing a new freestanding sign is found in SECTION 1 of this application. Information on installing new grand monument signs can be found in SECTION 2 of this application. A sign permit is also required for any proposed reface or copy change to an existing freestanding sign in the City. In some cases a reface or copy change of an existing freestanding sign requires that the sign be removed. Information on completing a reface or doing a copy change to an existing freestanding sign can be found under SECTION 3 of this application. Total Length of Street Frontage Along All Streets: Does the site front on more than one street, but have less than 800 feet oflinear frontage, combined on both streets? Is the site use a multi -family or institutional use in a residential zone (LDR, MDR, or HM? List any existing Signs Freestanding Signs in Commercial/Industrial Zones Each premise is permitted to have one freestanding -monument style sign. Additional monument signs are permitted based on the total amount of linear street frontage along the premise. Table 1 below outlines the development standards and total number of signs permitted for most premises. Total ROW of Premise Allowable Sign Message Area' Total Allowable Maximum Sign Size' Height Number of Signs Less than 400 36 square feet per side/72 54 square feet per feet square feet total side/ 108 square feet total 6 feet One 400-599 feet 50 square feet per side/100 70 square feet per square feet total side/140 square feet total 7 feet One 600-799 feet 60 square feet per side/ 120 80 square feet per square feet total side/160 square feet total 7 feet One 800-999 feet 66 square feet per side/132 88 square feet per square feet total side/176 square feet total 8 feet Two 1,000 feet and 72 square feet per side/144 96 square feet per 8 feet One for every 400 feet over square feet total I side/192 square feet total 1 of linear street frontage. General Requirements for Monument Signs in Commercial and Industrial Zones Setback All monument signs shall be placed at a minimum of five feet from all property lines; however no sign taller than three feet shall be placed within the sight distance triangle, unless it can be demonstrated the sign will not pose a safety risk by reducing visibility for motorists turning out into traffic. Maximum Width. The maximum width permitted for any new monument sign is 15 feet, Address Requirement. All new freestanding signs shall have the address number or address range of the premise listed on the structure. The address shall not be counted toward the allowable sign message area limit. Address numbers must be plainly legible and visible from the street fronting the property. The address numbers must contrast with the sign background. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be a minimum of four inches high with a minimum stroke width of 1.5 inches. Corner Properties Some comer properties may qualify for more than one monument sign, even if they have a limited amount of street frontage. A property that borders on more than one public street, but has less than 800 total feet of linear frontage, is permitted to have one monument sign per street if the following criteria are met: The property has a least 200 feet of frontage on each public street where a sign will be placed; Each public street provides direct access to the property; and For each separate street frontage Table 1 listed above shall be used to determine the design standards for any proposed monument sign. 'The allowable message area is either the face pane of the sign, or for channel letters or signs painted on sealing or retaining Nva lIs, that portion of the sign devoted to the actual message , logo, or business name. , Total size is the entire area of the sign, including the support structure. Y1 New Freestanding Sign Details Section 2- Reface and Copy Change offx1sting Frustanding, Silylls When the current sign code became effective on August 24, 2010, the City strived to create a sign code that would reduce the impact to property owners and businesses that had existing freestanding signs on their property. The city permits refaces and copy changes to existing freestanding signs under several different scenarios: 1. A freestanding sign that conforms to the current sign code is permitted refaces and copy changes with a permit. A freestanding sign that is not considered a freeway interchange sign, which was legally installed under the previous sign code but does not meet the current Sign Code, is permitted to have refaces and copy changes for up to TEN years from the effective date of the City's Sign Code (8/24/10) if a Non -Conforming Sign Permit was obtained. A Non - Conforming Sign Permit is the only way to be allowed this `grace period'. A permit is still required for any reface or copy change. At the end of the ten year grace period the sign may remain as -is indefinitely; however additional refaces or copy changes will require that the sign be brought into conformance with the Sign Code. Please note, modifying the sign height, increasing the sign area, or relocating the sign is not permitted without bringing the sign into full conformance with the City's Sign Code. 3. A freestanding sign that is considered a freeway interchange sign and was legally installed under the previous sign code is permitted to have refaces and copy changes for up to FIVE years from the effective date of the City's Sign Code (8/24/10). A permit is required for any reface or copy change. Please note, modifying the sign height, increasing the sign area, or relocating the sign is not permitted. At the end of the five year period the sign may remain as -is indefinitely, however any changes to the face or structure of the sign will require that the sign be removed. 4. Freestanding signs that did not comply with the City's previous sign code, for example those that were installed while an area was in King County, are not permitted to have any changes to the face or structure of the sign without bringing the sign into conformance with the Sign Code. Staff can help you research previous permit history to determine if your existing freestanding sign was installed under the provisions of the City's previous Sign Code, and if a Non -Conforming sign permit was issued. You will note that under Section I of this sign permit application additional signs are allowed for premises with over 800 feet of linear street frontage or for comer properties. Even if your property qualifies for this additional signage under Section 1 you will not be able to install it until any existing non -conforming sign(s) are removed (TMC 19.36.070). Existing Freestanding Sign Details Mononj Monument Monument Monument Monument Monument Sin 1 Y! Sign 2 Sign 3 Sign 4 Sign 5 Sign 6 Name of Street on which City for sign that is being modified: sign will be placed? Existing Sign Area: Total Sign message area Sign Height per face. (feet -inches): Distance from closest Total Sign message area edge of sign to property lines (in per sign feet Total Sign Size per face Total Sign Size per sign. Width of Sign Sign Height (ft -in) Distance (ft) from closest edge of sign to property lines Section 2- Reface and Copy Change offx1sting Frustanding, Silylls When the current sign code became effective on August 24, 2010, the City strived to create a sign code that would reduce the impact to property owners and businesses that had existing freestanding signs on their property. The city permits refaces and copy changes to existing freestanding signs under several different scenarios: 1. A freestanding sign that conforms to the current sign code is permitted refaces and copy changes with a permit. A freestanding sign that is not considered a freeway interchange sign, which was legally installed under the previous sign code but does not meet the current Sign Code, is permitted to have refaces and copy changes for up to TEN years from the effective date of the City's Sign Code (8/24/10) if a Non -Conforming Sign Permit was obtained. A Non - Conforming Sign Permit is the only way to be allowed this `grace period'. A permit is still required for any reface or copy change. At the end of the ten year grace period the sign may remain as -is indefinitely; however additional refaces or copy changes will require that the sign be brought into conformance with the Sign Code. Please note, modifying the sign height, increasing the sign area, or relocating the sign is not permitted without bringing the sign into full conformance with the City's Sign Code. 3. A freestanding sign that is considered a freeway interchange sign and was legally installed under the previous sign code is permitted to have refaces and copy changes for up to FIVE years from the effective date of the City's Sign Code (8/24/10). A permit is required for any reface or copy change. Please note, modifying the sign height, increasing the sign area, or relocating the sign is not permitted. At the end of the five year period the sign may remain as -is indefinitely, however any changes to the face or structure of the sign will require that the sign be removed. 4. Freestanding signs that did not comply with the City's previous sign code, for example those that were installed while an area was in King County, are not permitted to have any changes to the face or structure of the sign without bringing the sign into conformance with the Sign Code. Staff can help you research previous permit history to determine if your existing freestanding sign was installed under the provisions of the City's previous Sign Code, and if a Non -Conforming sign permit was issued. You will note that under Section I of this sign permit application additional signs are allowed for premises with over 800 feet of linear street frontage or for comer properties. Even if your property qualifies for this additional signage under Section 1 you will not be able to install it until any existing non -conforming sign(s) are removed (TMC 19.36.070). Existing Freestanding Sign Details Existing Existing Notes: Freestanding Sin I Freestanding Sign 2 Date of last sign permit issued by the City for sign that is being modified: Existing Sign Area: Proposed Sign Area: Sign Height (feet -inches): Distance from closest edge of sign to property lines (in feet CITY OF TUK"LA Department of Community Development 6300 Southcenter Boulevard, .Tulnvila, WA 98188 Telephone: (206) 431-3670 FOR STAFF USE ONLY PERMANENT SIGNS Building and Free -Standing / Monument Short Form — COMMERCIAL ZONE ONLY Planner. File Number. ' Needs Electrical: Yes/No Associated File Numbers: XF-4 Business Name Address of Sign Contact Name Address _ t i — _ City, State, Zip Contact Email address ( IVY Cont.t'Phone number Contractor Contractor State License # Contractor's City of Tukwila Business Etc —# Contractor Address 7L 7 J %1L a St Zip=�� RE UIRED FOR SIGNAPPLICATION O Valid Tukwila business license number for the sign contractor. O One copy of a valid Washington State Contractor's license, or owner's affidavit I HEREBY CERTIFY that the information contained in this application and the materials furnished to the City by me are true. I understand that if I provide incorrect i rmation on this application or submit plans that are not correct, it could delay issuance of a p mit or, 'f the permit has bee ued, be cause for the qito revoke the sign permit. Date. nature of Owner or thorized Agent The City will send any official notices, letters, and other official notices via email. If you wish to receive all official communications from the City via US Postal Mail, check here: ❑ O Completed and signed application (this form). Application fee listed in current Fee Schedule O Two copies of a dimensioned and scaled site plan showing property lines, streets, buildings and parking areas; the location of all existing building mounted or freestanding signs on the same building/parcel as the proposed signs. O Two copies of scaled and dimensioned drawings of the proposed sign or signs with area calculations. O Two copies of a scaled elevation of the building walls where the signs will be located indicating the location and dimensions of the exposed building face used to calculate the sign area. O Method of illumination, if proposed. O Method of support and attachment for building -mounted signs. O Structural calculations if the sign weighs over 400 pounds. O Scaled and dimensioned footing designs and height calculations. Footing designs are not required for reface or copy changes to an existing freestanding sign, provided there is no change in the sign height, area or location. O Structural calculations if the sign has an area greater than 50 square feet and/or is taller than 15 feet. This requirem, may be waived for certain refaces or copy changes to existing freestanding signs. Total number of Building Mounted Signs included in this application: TEXT on Sign (Must also be shown accurately on plans)`, J"� l giX (raj `0 yC,i l Total number of Freestanding/Monument Signs included in this application: TEXT on Sign (Must also be shown accurately on plans)! L t `3 /CXa 0 0 r INTERGRAL PAINTED LOGO E �p HOURS OF OPERATION LETTERING BOWLING b AMUSEMENT RQDUND. D PIN SCULPTURN SCALE: 1/2' =1'-0' PIN SCULPTURE SUPPLIED BY OWNER - POLYURETHANE FINISHED FRP OVER STEEL SKIN AND STEEL FRAMING (INSTALLED BY CSC) CONCRETE BASE (RE. STRUCT.) S-"16--002?- Li PER ARCH #3 NOSING -MI BAR TYP. EXISTING SLAB \ ON G?ADE- (2) #3 DOWELS W/5" MIN EMBED INTO EXISTING SLAB ON GRADE EA SIDE W/ HILTI 'HIT -RE 500-S (3) q3 ® 2" O.C. PIPE iO-ST (4) Y2'0.4" HEADED STUDS ® 12" O.0 (16 TOTAL) --z OF BOWLING PIN I BOWLING PIN PER ARCH CLR TYP. T/CONC B/BASE N C 7 O wi I mail -$" m BOWLING PILI YV ANCHORAGE DETAIL (REFER ARCH FOR LOCATION) Elso:oo ?. z m Z�l r I oz � ----------- co --------- _ m �I I ^ A Y4 SL fib. q a s, nq, se - S> m I m m 9XioE ID0:9 R S q Z 2mz sZ my m Ra _ • gy 24 P�,y' �: fit•: S � o .p�m sGm G s = F 1 pN n� Y ��� •'� ^ Rc�Y cr I� " >T RGa � air ka�F I s s O qp i d NE om 0 H 111 4 UN CO --- �� pq flog a saaRp� m > 9e o IF mig m A q' n RA R Y o og Re z J-I++Iri Y 4a P 9 £R p _ fe� - pis ��zz m BOWLING 6 AMUSEMENT m�m F 4 p ROUN cn D tle exlue n�e wac.xrrEc 8 .. Nma=y A 4^. .m: ..s.. ...... :.. ao > g m A N r m Y 3 m 6 w CORNERSTONE `)p ARC1917ECTIJRk KF Y=R g ha oo R Lu • b > s < q M C;9 b 9 �" p f------- - i e 0 c C Y m m Z�l r I oz � ----------- co --------- _ m �I I ^ A Y4 SL fib. q a s, nq, se - S> m I m m 9XioE ID0:9 R S q Z 2mz sZ my m Ra _ • gy 24 P�,y' �: fit•: S � o .p�m sGm G s = F 1 pN n� Y ��� •'� ^ Rc�Y cr I� " >T RGa � air ka�F I s s O qp i d NE om 0 H 111 4 UN CO --- �� pq flog a saaRp� m > 9e o IF mig m A q' n RA R Y o og Re z J-I++Iri Y 4a P 9 £R p _ fe� - pis ��zz m BOWLING 6 AMUSEMENT m�m F 4 p ROUN cn D tle exlue n�e wac.xrrEc 8 .. Nma=y A 4^. .m: ..s.. ...... :.. ao > g m A N r m Y 3 m 6 w CORNERSTONE `)p ARC1917ECTIJRk HEATH NW INC (0 Washington State Department of Labor & Industries HEATH NW INC Page 1 of 2 Home Inicio en Espanol Contact Fs Ii,�.�iti._;ui A -'L Index Help My Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 9160 SE 74TH AVE 602 195 548 PORTLAND, OR 97206 Principals 206-623-3100 GIBSON, WENDY D, PRESIDENT KING County GIBSON, JOSEPH P, VICE PRESIDENT P PAULSEN, DARRYL, PRESIDENT GIBSON (End: 08/09/2011) WENDY GIBSON; OLDS, JOHN P, VICE PRESIDENT (End: 08/09/2011) ConstructionContractor ...........1.1..1......1 ................ _............... Doing business as HEATH NW INC WA UBI No. Business type 602 195 548 Corporation Governing persons JOSEPH P GIBSON WENDY GIBSON; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. ConstructionContractor ...........1.1..1......1 ................ _............... Active. Meets current requirements. License specialties Signs License no. HEATHN1981JE Effective — expiration 04/05/2002— 03/23/2016 Bond ............... DEVELOPERS SURETY & INDEM CO $6,000.00 Bond account no. 849390C Received by L&I Effective date 04/05/2002 04/04/2002 Expiration date Until Canceled Insurance .......... 11 Cincinnati Indemnity Company $2,000,000.00 Policy no. EPP0317170 Received by L&I Effective date 04/07/2015 04101/2015 Expiration date 04/01/2016 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602195548&LIC=HEATHN1981JE&SAW= 06/15/2015 Teri Svedahl From: Teri Svedahl Sent: Monday, June 15, 2015 1:35 PM To: 'J ESSICAK@ RAMSAYSIG NS.CO M' Subject: 515-0022 2351 SOUTHCENTER MALL Attachments: Round_1.pdf; Round_1_plans.pdf Hi Jessica — Attached is the permit and approved plans for Round 1 located at 2351 Southcenter mall, Tukwila. Have a great week Teri Teri Svedahl14d-ninistrative Support Technician City of Tukwila ( Planning Department 6300 Southcenter Boulevard - Ste 100 I Tukwila WA 98188 Teri.Svedahl(7a TukwilaWA.,gov The City of opportunity, the community of choice. Please be advised: This email is subject to public disclosure Structural Calculations for Bowling & Amusement — Round 1 Southcenter Mall, Seattle WA Prepared for: Cornerstone Architecture Table of Contents: Section Bowling Pin Wind Load Calculation Seismic Load Calculation Analysis Paye 3-4 5-6 7-9 "ASCE702W.xls" Program Version 1.7 WIND LOADING ANALYSIS - Chimneys, Stacks, and Vertical Tanks Per ASCE 7-02 Code for Cantilevered Structures Classified as Other Structures Job Name:lRound I Seattle Job Number: 114032 V: 90 Class. = III Exposure = B Kzt = 1.00 h = 17.00 Hb = 0.00 D = 5.50 Shape? Round R = 0.010 Ct = 0.0412 Kd = 0.95 mph (Wind Map, Figure 6-1) (Structure Classification from Table 1-1) (Exposure Category from Sect. 6.5.6) (Topographic Factor from Sect. 6.5.7) ft. (Height of Stack/Tank itself) ft. (Ht. of Stack/Tank Base Above Ground) ft. (Diameter or Width of Surface Normal to Wind) (Round, Hexagonal, or Square) (Damping Ratio = 0.010-0.070) (Period Coefficient = 0.020-0.035) (Direct F 711 Checker: . actor, Table 6-4) I Wind Load Tabulatio f If z < 15 then: Kz = 2.01 *(15/zg)^(2/a) If z >= 15 then: Kz = 2.01*(z/zg)^(2/a) a = 7.00 (Table 6-2) zg = 1200 (Table 6-2) I = 1.15 (Table 6-1) (Import. Factor) h/D = 3.091 freq., f = 2.899 Hz. (f >=1) Rigid G = 0.850 (Gust Factor, Sect. 6.5.8) Cf = 0.535 (Figure 6-19; (Press. Coef.) 5.923.02 (for Mod. Smooth Surface) Velocity Pressure (Sect. 6.5.10, Eq. 6-15): qz = 0.00256*Kz*Kzt*Kd*V^2*I Net Design Wind Pressures (Sect. 6.5.13): p = qz*G*Cf (psf) Net Design Wind Forces (Sect. 6.5.13, Eq. 6-25): F = qz*G*Cf`D (Ib/ft) EV(total) = 0.55 kips EM(total) = 4.72 ft -kips n or""I"Kr'anK qz p=qz*G*rF=q ps psf13.02 5.9213.02 T'rTl'3 5.923.02 5.923.02 5.923.49 6.13 1 of 2 4/24/2015 4:22 PM "ASCE702W.xls" Program Version 1.7 Flexible? No f —1 Hz. 1: Simplified Method for Rigid Structure G=1 0.85 Parameters Used in Both Item #2 and Item #3 Calculations (from Table 6-2): a = 0.143 Lz(bar) = 309.99 b^ = 0.84 (3.4, per Sect. 6.5.8.1) a(bar) = 0.250 gr = 4.436 b(bar) = 0.45 = (1/(1+0.63*((B+h)/Lz(bar))^0.63))^(1/2) , Eq. 6-6 C = 0.30 G =F--0.892 1= 1 = 320 tt. :;(bar) = 0.333 =(1/rIL)-1/(2*rIL^2)*(1-e^(-2*rIL)) for TIL > 0, or = 1 for 7IL = 0 , Eq. 6-13a,b z(min) = 30 ft. Calculated Parameters Used in Both Rigid and/or Flexible Structure Calculations: z(bar) = 30.00 = 0.6*h , but not < z(min) , ft. Iz(bar) = 0.305 = c*(33/z(bar))^(1/6) , Eq. 6-5 Lz(bar) = 309.99 =1*(z(bar)/33)^(e(bar)) , Eq. 6-7 gq = 3.4 (3.4, per Sect. 6.5.8.1) gv = 3.4 (3.4, per Sect. 6.5.8.1) gr = 4.436 = (2*(LN(3600*f)))^(1/2)+0.577/(2*LN(3600*f))^(1/2) , Eq. 6-9 Q= 0.945 = (1/(1+0.63*((B+h)/Lz(bar))^0.63))^(1/2) , Eq. 6-6 Calculation of G for Rigid Structure G =F--0.892 1= 0.925*((1+1.7*gq*lz(bar)*Q)/(1+1.7*gv*lz(bar))) , Eq. 6-4 3: Calculation of Gf for Flexible Structure 0 = 0.010 Damping Ratio Ct = 0.041 Period Coefficient T = 0.345 = Ct*h^(3/4) , sec. (Period) f = 2.899 = 1/T , Hz. (Natural Frequency) V(fps) = N.A. = V(mph)*(88/60) , ft./sec. V(bar,zbar) = N.A. = b(bar)"(z(bar)/33)^((X(bar))*V*(88/60) , ft./sec. , Eq. 6-14 N1 = N.A. = f*Lz(bar)/(V(bar,zbar)) , Eq. 6-12 Rn = N.A. = 7.47*N1/(1+10.3*N1)^(5/3) , Eq. 6-11 i1h = N.A. = 4.6*f*h/(V(bar,zbar)) Rh = N.A. =(1/T)h)-1/(2*tlh^2)*(1-e^(-2*qh)) for rIh > 0, or = 1 for TIh = 0, Eq. 6-13a,b 71B = N.A. = 4.6*f*b/(V(bar,zbar)) RB = N.A. =(1/qB}1/(2*rIB^2)*(1-e^(-2*t1B)) for TIB > 0, or = 1 for TSB = 0 , Eq. 6-13a,b rld = N.A. = 15.4*f*L/(V(bar,zbar)) RL = N.A. =(1/rIL)-1/(2*rIL^2)*(1-e^(-2*rIL)) for TIL > 0, or = 1 for 7IL = 0 , Eq. 6-13a,b R = N.A. = ((1/p)*Rn*Rh*RB*(0.53+0.47*RL))^(1/2) , Eq. 6-10 Gf = N.A. = 0.925*(1+1.7*lz(bar)*(gq^2*Q^2+gr^2*R^2)^(1/2))/(1+1.7*gv*Iz(bar)) , Eq. 6-8 Use: G = 0.850 2 of 2 4/24/2015 4:22 PM V "IBC2003E.xls" Program Version 1.7 SEISMIC BASE SHEAR AND OVERTURNING MOMENT Per IBC 2003 and ASCE 7-02 Specifications For Ground Surmorted Vertical Cylindrical Steel Tanks Vessels, and Stacks Job Name: lRound I Seattle Subject: Bowlin Pin Job Number: 14032 Ori inator: VR Checker: Occupancy Category = III Importance Factor, I = 1.25 Soil Site Class = D Location Zip Code = 98133 Spectral Accel., Ss = 1.371 Spectral Accel., Si = 0.531 Height, h = 17.000 Diameter, d = 5.500 Wall Thickness, t = 1.0000 Empty Weight, We = 1.43 Total Weight, Wt = 1.43 Liquid Contents? No Structural System = 13a Seismic Use Group II ,Table 1604.5 ASCE 7-02 Table 9.14.5.1.2, p. 192 IBC Table 1615.1.1, page 322 IBC Figure 1615(1) or USGS IBC Figure 1615(2) or USGS Th ft. n. in. kips kips ASCE 7-02 Section 9.14.5.2 Other distributed mass cantilever structures not covered herein including stacks, chimneys, silos, etc. (ASCE 7-02 Table 9.14.5.1.1) V = Cs*W Seismic Base Shear Fa= 1.000 IBC Table 1615.1.2(1), page 323 Fv 1.500 IBC Table 1615.1.2(2), page 323 Res onse Accelerations: SMs= 1.371 SMS = Fa*SS, IBC Eqn. 16-38, page 322 SMi = 0.797 ISmi = Fv*S1, IBC Eqn. 16-39, page 322 SDs = 0.914 SDs = 2*SMs/3, IBC Eqn. 16-40, page 322 SD1 = 0.531 SD1 = 2*SM1/3, IBC Eqn. 16-41, page 322 Category(for SDs) = D IBC Table 1616.3(1), page 326 Category(for SD1) = D IBC Table 1616.3(2), page 326 Use Category = D Most critical of either category case above controls T = 0.005 sec., T = 0.00000765*(h/d)^2*(W*1000/h*d/(t/12))^(1/2) Rigid or Flexible? Ri id Criteria: If T < 0.06, then Rigid, else if T >= 0.06, then Flexible Response Modifier, R = 3 Overstrength Factor, S2o = 2 Defl. Amplif. Factor, Cd = 2.5 CE 7-02 Table 9.14.5.1.1, pages 190-191 CE 7-02 Table 9.14.5.1.1, pages 190-191 CE 7-02 Table 9.14.5.1.1, pages 190-191 1 of 2 4/24/2015 4:22 PM "IBC2003E.xls" Program Version 1.7 Cs = 0.381 Cs = SDS/(R/I), ASCE 7-02 Section 9.5.5.2.1, Eqn. 9.5.5.2.1-1 CS(Max) = 40.586 CS(max) = SD1/((R/I)*T), ASCE 7-02 Sect. 9.5.5.2.1, Eqn. 9.5.5.2.1-2 CS(min) = 0.160 CS(min) = 0.14*SDS*I, ASCE 7-02 Sect. 9.14.5.1, Eqn. 9.14.5.1-1 Use: Cs = 0.381 CS(min) <= CS <= Cs(max) Seismic Base Shear, V = 0.49 kips, for Rigid: V = 0.30*SDS*W*I, ASCE 7-02 Eqn. 9.14.5.2 aismic Shear Vertical Distribution:(using ASCE 7-02 procedure "a" or "c" Page 196 Assume triangular force distribution, with resultant acting at 2*h/3 Force at 2*h/3, F = 0.49 Cps, F =xC x XA *V,�ASCE 7-02 Sect. 9.5.5.4, Egnn9.5.5.4-1, 5page 1488 Mo = 5.57 ft -kips, Mo = F*(2*h/3) (at top of foundation or support structure) Fundamental Period, Ti = N.A.sec., Ti = T (assumed) Ts = Period for Sloshing, Tc = N.A. N.A.sec., sec., Ts = SM1/SDs, ASCE 7-02 page 105 Sai = N.A. Tc = 2*n*SQRT(d/(3.68*g*TANH(3.68*h/d))), Eqn. 9.14.7.3.6.1-8 Sai =SDS, for Ti <= Ts, Sac = N.A. ASCE 7-02 Eqn, 9.14.7.3.6.1-4 Sac = 6*SD1/Tc^2, for Tc:,, 4.0, ASCE 7-02 Eqn. 9.14.7.3.6.1-7 Wi = N.A. kips, Wi = 0.935*W (for W1 from API 650, Fig. E-2) We = N.A. kips, We = 0.078*W (for W2 from API 650, Fig. E-2) Ci = N.A. Ci = Sai*I/R, ASCE 7-02 Eqn. 9.14.7.3.6.1-2 Vi = Cc N.A. kips, Vi = Sai*I/R*Wi = Ci*Wi, ASCE 7-02 Eqn. 9.14.7.3.6.1-2 = N.A. Cc = Sac*I/R, ASCE 7-02 Eqn. 9.14.7.3.6.1-3 Vc= Seismic Base Shear, V = N.A. N.A. Vc = Sac*I/R*Wc = Cc*Wc, ASCE 7-02 Eqn. 9.14.7.3.6.1-3 __]kips, kips, V = Vi + Vc, ASCE Eqn. 7-02 9.14.7.3.6.1-1, page 197 Xs = N.A. ft., Xs = h/2 (assumed)"" "�' oav Ea enaix t Xi = N.A. ft., Xi = 0.464*h (for X1 from API 650, Appendix E Fig. E-3) Xe = N.A. ft., Xc = 0.903*h (for X2 from API 650, Appendix E Fig. E-3) Mo = N.A. ft -kips, Mo = Ci*We*Xs + Ci*Wi*Xi + Cc*Wc*Xc, API 650 Sect. E.3.1 2 of 2 4/24/2015 4:22 PM v FLAGPOLE EMBEDMENT (IBC 2009) Project Embedment depth provided TEDDS calculation version 1.1.00 D = 3.77 ft Allowable lateral passive pressure Job Ref. Tedds" Round I Seattle 14032 S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 667 psf Section Sheet no./rev. Allowable lateral passive pressure Bowling Pin 1 D, _ ((4.25 x abs(F) x h) / (S3 x Dia))05 = 4.01 ft Calc. by Date Chk'd by Date App'd by Date Embedment depth required Vivek 4/24/2015 S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 601.1 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure FLAGPOLE EMBEDMENT (IBC 2009) Embedment depth provided TEDDS calculation version 1.1.00 D = 3.77 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 565.2 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 4.09 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 667 psf Embedment depth provided D = 3.93 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 589.6 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))05 = 4.01 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 612.9 psf Embedment depth provided D = 3.97 ft Allowable lateral passive pressure Ss = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 595.4 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))05 = 3.99 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 601.1 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 596.8 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 598.2 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 597.1 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))05 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 597.5 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 597.2 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 597.3 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 597.3 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))05 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 597.3 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Ubc x min(D, 12 ft)) x LDF, x LDF2 = 597.3 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 597.3 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, LOc x min(D, 12 ft)) x LDF, x LDF2 = 597.3 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 597.3 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Ube. x min(D, 12 ft)) x LDF, x LDF2 = 597.3 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))05 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 597.3 psf Project Job Ref. Tedds Round I Seattle 14032 Section Sheet no./rev. Bowling Pin 2 Calc. by Date Chk'd by Date App'd by Date Vivek 4/24/2015 Soil capacity data Allowable passive pressure Maximum allowable passive pressure Load factor 1 (1806.1) Load factor 2 (1806.3.4) Pole geometry Shape of the pole Diameter of the pole Laterally restrained Load data First point load Distance of P, from ground surface Second point load Distance of P2 from ground surface Uniformly distributed load Start distance of W from ground surface End distance of W from ground surface Applied moment Distance of M, from ground surface Shear force and bending moment Total shear force Total bending moment at grade Distance of resultant lateral force LSbc = 150 pcf PM.. = 1000 psf LDF, = 1.00 LDF2 =1.0 Round Dia = 30 in Yes P, = 550 lbs H,=Oft P2 = 0 lbs H2=0ft W=0plf a=oft a,=oft M1= 5570 Ib_ft Hs=Oft F = P, + P2 + W x (a, — a) = 550 lbs M9=P,xH,+P2xH2+Wx(a,—a)x(a+a,)/2+M,=5570lb—ft h=abs(M9/F)=10.13ft Project fiL Round I Seattle Job Ref, Teddy 14032 Section Bowling Pin Sheet no./rev. 3 Calc. by Date Chk'd by Date Vivek 4/24/2015 APP'd by Date Embedment depth (1807.3.2.2) Embedment depth provided Allowable lateral passive pressure Embedment depth required Actual lateral passive pressure D = 3.98 ft S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 597.3 psf D, _ ((4.25 x abs(F) x h) / (S3 x Dia))05 = 3.98 ft S4 = (4.25 x abs(F) x h) / (132 x Dia) = 597.3 psf ill ------------- PAR T-7- ZA- �l t 7.;— F H it(- I f _ _ �. el ROUND 0om-— 0 ARCWITrzC%;PAL OSITE PLAN mo� 1 6' LU j: g4L 1! W > Qr I W, i II (ice-- I �4 -I- J- J� A, -1, 1 1 if, T i-zs, J� 'L 1 1 J, 1 15-1 1Z Z' 1 -74 T Z& E RANDER BOUL RX 1wu Y/A 12 ENLARGED SITE PLAN ISCAM F.50' . tn: I 'el U 13F-r,,ElVhL) MAY 472015 5"Of"wcoo Community f, �evelopment THE BON i1A 0 FTO 6 r R bim MA� L M ALL SHOPS MALL r -T MAL, F MALL s4ops ....... 1 6' LU j: g4L 1! W > Qr I W, i II (ice-- I �4 -I- J- J� A, -1, 1 1 if, T i-zs, J� 'L 1 1 J, 1 15-1 1Z Z' 1 -74 T Z& E RANDER BOUL RX 1wu Y/A 12 ENLARGED SITE PLAN ISCAM F.50' . tn: I 'el U 13F-r,,ElVhL) MAY 472015 5"Of"wcoo Community f, �evelopment &L CORNERSTONE A R C H I T E C T U R E June 1, 2015 Jessica Kosmas Ramsay Signs Re: Round 1 — Seattle Southcenter Mall Sub: Sign permit plan review responses Jessica, Listed below are responses to the city's comments. 1 -The free-standing bowling pin is much larger than what is allowed for freestanding signage. Response: The West side of the building is not discernible from the right of way so the bowling pin sculpture and wall sign sizes shouldn't be an issue. 2 -Since there is no public entrance on the north or east facing side of the building, the building mounted signs on these faces may be allowed at a 50% reduction of the normal size. However, to calculate this, will need you to send me plans that show the dimensions of the exposed building face. Response: Westfield has communicated from the beginning of this project that the North side of this building will need to be "activated" for a wall sign to be allowed on this facade. As you can see we have added building design elements to the North building face and the East building face. Since the west side of the building is not discernible from the right of way a sign on the North face is needed. Attached is an elevation that shows the dimensions of each building face. 3- On the north side, you propose two additional signs at the lower level. Response: These two elements are not signs, they are artistic -banners wrapped around a 3" deep shadow box. They convey/communicate the many fun experiences within the entertainment center. Attached are the final graphic designs that have been approved by Round 1 & Westfield. Please review these responses and contact me with any questions or concerns. Respectfully submitted, Shane Labeth, AIA, NCARB Project Architect 1601 SW 89TH SUITE G100 - OKLAHOMA CITY, OK 73159 P 405.609.6161 — F 405.601.6810 www.CA-OK.com CONT 2x4 TOP PL T 2.4 STUDS O 16" O.C. w/ (2) 160 TOENAIL INTO I" PL REFER TO DETAIL 2. BLKG W/ (2) 160 TOENAILS FOR INFO INTO EA STUD/JOIST SHEASHE THING LYF TO MATCH FLOOR 2.4 MIST O 16' OC w/ (3) 160 INTO STUD k (2) 160 TOENAIL INTO FRONT SILL PL 100 O 6" OC EH 2. BLKG W/ 'A35' O 12" OC _. 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SHIM p8.4.1h- KICKS CK BY OTHERS CLIP ANGLE BY TZ-CS KjIK BOLT �A SECTION (ICC-ESR-ryi71—� NOTE: VERIFY PINSEitER PINSETTER ANCHORAGE LOCATION DIMENslans w/Bow INc ENDOR 5 . 1 i ( �)';-USETTER DETAIL 1 I o {=1'-0- 1 I 1 1 BEAR-KETS TV/ MOUNTING � ' I ET$ PER MFR IILILI.II SECTION ® OVER HEAD �IbYONITORS V II Q II /=BSTIFFENER a 12" 0 u :'IN (,B LONG STIFFENER .+ 6A/S3.0) W/ 100 O 6" II EW II II rcK8ACK OTHERS 5.4.y2' (LEN) •8 SLEEPER— SLEEPER x4 BLKG (4.14 BLKG SIMPSON 'A34' EF 510E EA END (4) O 6F/53.0) w/ (4) PER BLOCK — SIMPSON 'A34" #6x4. Y2" (LSH) A35 CLIP O 12" 2.4 STUDS O 16' OC W/ (2) 160 TOENAIL INTO TRE PL— CONT 2.4 TOP PL TY -------- - -------- I I I 1 I V24 O 24' OC W/ I 'HF24NHANGER EA END 1 WOOD RAMP DETAIL FOOD BY ]NO VENDOR LSL SOLID BLKG RAMP LOCATION) SON AJ4 OR I R AS REQS Im 4t 22- LAG SCREW. (2) %"O.2' Ai 6A/S3D .4 BLKG: 4.14 O 6A/53.0 , IST. TVP H B STIFFENERS 12" LG MIN (16" LG O GA/53.0) I/ 100 O 6" OC EW 2.8 SLEEPER, TYR 0 / 0 / HILTI-KWIK BOLT — — — — — — — TZ -CS 3,B`x3- (ICC-ESR-190) HILTI-KWIK BOLT TZ -CS WY3- (ICC -ESR -1917) 13 N:I NG BAR ENI S IIJG SL<9 \ Ory E: TDE {� F---- (2) :: DOWELS W/5" MIII EMBc: INTO EXISTING $LAB 'l: GRADE EA SIDE w/ Hx! "HIT -RE 500-50= (3) ut It 2- OC. Pia;" .^-STDG DN CRE TE (4) HEEDED DECK $TUG' O 12" OC OF BOWLING 11. BOWLING PIN PER RCH BOWLING PIN �ANC�OORAGE DETAIL n SEPINTTER DETAIL I YL'=I'-0" BAS' PL4'4- TO MATCH SIZE OF BASE PL OF BOWLING PIN. PROVIDE HOLES FOR M16 BOLTS PROVIDED BY OTHERS. n REFER TOBOWLING IN MFR OWGS FOR LOCATIONS 7IL TP I/2" TTP O ECTI N BOLE:- CONTRACTOR TO FIELD VERIFY Y2 - 0" EXISTING CONDITIONS AND NOTIFY STRUCTURAL ENGINEER OF TENANT IMPROVEMENT OF ANY EXISTING CONDITIONS THAT WOULD INHIBIT THE CONSTRUCTION OF MIS DETAIL QSF VERs @Cll 0SPACE '3 CLOSED TIES O 2' O.C. TYP. UNO CTION 3/4.' PLYWOOD SUPPORTED BY ANGLE BELOW BEFORE BTM. REINF. #5@9" POURING CONCRETE O.C. BOTHWAYS NEW CONCRETE EXISTING CONCRETE EXISTING OPENING OVER STEEL DECIt 2' 9�_ 2'-9��" 1 I I 1 3/161 i p3x3xJ/y'"(REFER I PLAN) EXISTING STEEL / / JOIST ?cF=R PL.41JJ EXISFTN:, STEEL 11 i � I3/16 I -Zi3%3x%" (REFER PLAN) `EXISTING STEEL JOIST REFER, PLAN DATE DESCRIPTION 2.06.2014 Litt PLAN RESPONSES 9.25.2014 Cltt PIAN RESPONSES 2.05.2014 ADDENDUM #I 11108/2014 Fss!`i2Tti SAI JOB #14032 H V V W F I x U fC A w 'u'II IR ANGLE BY OTHERS Lu Y W/ �/B'.2' LAG SCREW. ® W 4 W (T) 48'.2- LAG SCRENS hY II Z II A gE ^ 5/ T c� p� TION NOTE: vER IFY PINSEiIER IYZ"-1'-D' OIMENSIONs W/BOwLirvc VENDOR 13 N:I NG BAR ENI S IIJG SL<9 \ Ory E: TDE {� F---- (2) :: DOWELS W/5" MIII EMBc: INTO EXISTING $LAB 'l: GRADE EA SIDE w/ Hx! "HIT -RE 500-50= (3) ut It 2- OC. Pia;" .^-STDG DN CRE TE (4) HEEDED DECK $TUG' O 12" OC OF BOWLING 11. BOWLING PIN PER RCH BOWLING PIN �ANC�OORAGE DETAIL n SEPINTTER DETAIL I YL'=I'-0" BAS' PL4'4- TO MATCH SIZE OF BASE PL OF BOWLING PIN. PROVIDE HOLES FOR M16 BOLTS PROVIDED BY OTHERS. n REFER TOBOWLING IN MFR OWGS FOR LOCATIONS 7IL TP I/2" TTP O ECTI N BOLE:- CONTRACTOR TO FIELD VERIFY Y2 - 0" EXISTING CONDITIONS AND NOTIFY STRUCTURAL ENGINEER OF TENANT IMPROVEMENT OF ANY EXISTING CONDITIONS THAT WOULD INHIBIT THE CONSTRUCTION OF MIS DETAIL QSF VERs @Cll 0SPACE '3 CLOSED TIES O 2' O.C. TYP. UNO CTION 3/4.' PLYWOOD SUPPORTED BY ANGLE BELOW BEFORE BTM. REINF. #5@9" POURING CONCRETE O.C. BOTHWAYS NEW CONCRETE EXISTING CONCRETE EXISTING OPENING OVER STEEL DECIt 2' 9�_ 2'-9��" 1 I I 1 3/161 i p3x3xJ/y'"(REFER I PLAN) EXISTING STEEL / / JOIST ?cF=R PL.41JJ EXISFTN:, STEEL 11 i � I3/16 I -Zi3%3x%" (REFER PLAN) `EXISTING STEEL JOIST REFER, PLAN DATE DESCRIPTION 2.06.2014 Litt PLAN RESPONSES 9.25.2014 Cltt PIAN RESPONSES 2.05.2014 ADDENDUM #I 11108/2014 Fss!`i2Tti SAI JOB #14032 H V W F x U fC w Gs Lu ® W 4 W s� hY a Z F- =8 gE OOL U e0 < 8 it V d a a a O" JOB NUMBER: 1414 DRAWN BY: CHECKED BY� SHEET TITLE: PINSETTER AND BOWLING LANE DETAILS DATE: MAY 28, 2014 GHEE; NUMBER BE A,l .c-cR PL Ar-: ��EGT10N --4D 71 C^ Al) 141 Cfl the Approv d By Daft- A AM��D� U—. W—N— Mnllf CORNERSTONE A R C H I T E C T U.R E Gh the SI S 1- 00 2. Approv d By Daft- A AM��D� U—. W—N— Mnllf CORNERSTONE A R C H I T E C T U.R E SI S 1- 00 2. a F i 648' STORE WIDTH I s' S /.j!57 %,0 RECEIVED MAY 072015• Community Development SIGN (E3),\"' SOUTH ELEVATION cross DESIGN & lighting, Inc. 3540 WELLSITE OR. NORMAN, OK 73069 405-85G.3884. erossdesignftmnet THRU WALL POWER SUPPLY nov-vv bki nOv ZOAMP DEDICATED ORCUTf PER KM7AMP5 PUSH THRU ROUTED COPY ALUMINUM RETURNS VELD TO ALUMINUM BACXER ►oc� screwS IRMC.AP D MATCH RETURN C01 -OR �b ���� s ig n y Qex- het for vc5Ttiun 125' A0M1C WHITE (w/red \-U* lbS EEP HOLE -ff BLOCKED) UL LABEL ON ALL LETTERS i ROUND 1 BOWLING � AMUSEMENT INSTALLER: 2800 SOUTHGENTER MALL SUITE 1000 ; SEATTLE, WASHINGTON .38188 1 S/Sloop up, 007011z P'r7f`EIVED MAY 072015 Community Development cross DESIGN & lighting, Inc. 3540 WELLSITE OR. NORMAN, OK 73069 405-850,3884, crossdesign@cox.net PUSH THRU ROUTED COPY ALUMINUM RETURNS J VELD TO ALUMINUM 6AGI0=R 1 Ck y S CXQ,WS IE;UEJ TRIMGAPAP O MATCH RETURN (BLACb LI�oY— .125' AGRYLIC WHrrE (W��) vpAJPPLY IL 47'-� WEEP HOLE (LIGHT BLOCKED) 710V 20AMP � . DEDICATED 4 CIRCUIT PER 51 SN UL LABEL ON ALL LETTERS ROUND 1 BOWLING $ AMUSEIMENT INSTALLER: 2800 SOUTHGENTER MALL SUITE 1600 SEATTLE, WA5HINOTON 38188 I sr5w-oaz2 RECEIVED MR 072015 Community Development - t 3353 mm•�'''gJ5 315�602ZRECEIVED MAY 072015 Community Development N2 Note: Pressure fit- Do not over tighten. Note: Drill 1/8" pilot holeDrill through the first leg of the 1-v2" cover only. r. 0 Features & Benefits The Wall Mount T ension Frame will tension any size banner and only projects 1" from the attached support structure. The T ension Clips are easy to use and are re -useable. Eliminates hemming, grommets and double faced tape. It is available in Mill Finish. Answers to FAA's h Accepts up to 22oz banner material. h Tension Clip placement - T ension Clips are placed approximately 2-1/4" from the edge of the trimmed to size face material. h Tension Clip spacing - Ever y 5" on center . h Face material trim size= Add 2-1/4" of fabric to all four sides (adding a total of 4-1/2" to both the height and width) to establish the trimmed edge of the fabric. h Visible opening- Deduct 3" from the overall height and width of the frame. h The Reverse Wall Mount T ension Tool (5138) is designed to tension this frame. Optional Items h Wall Mount T ension Frame Beveled Cover - Part #2091 h Wall Mount T ension Frame Radius Cover - Part #2089 h Wall Mount T ension Tool Part #5137 S 15--o,002t, RECEIVE® MAY 072015 Community Development "OVER MAY 072015 Community Development i "OVER MAY 072015 Community Development i=f; mm CA V minis -1 110-1111 V U Tc . 11����1�� M11111111 ni � 111 � .1 11I o IN LIIIII�II�lllll All - ;' IOU i=f; mm I minis -1 110-1111 . 11����1�� M11111111 ni � 111 � .1 11I IN LIIIII�II�lllll CORNERSTONE :/:V:, FIFO. G�ql Awl, f jelb ob 60 B I ] 1 6 T i I I I I p", TURN EIFS BACK TO BRICK WALL (APPX. 24" FIELD 1— VERIFY) (TVP. EAST AND WEST SIDES OF FASCIA) SIGN NOT: NEW INTERNALLY LIT ENTRY WALL (� SIGN SUPPLIED ANO INSTALLED BY NEW TEN TI (ROUND 1) SIGN TO BE INSTALLED ONTO 7 ENANTS EXISTING BUILDING FACE 21'-0-�r ........ COLUMN ODOR AND FRAME AS r w.w NEW ACM COLUMN SCHEDULED COVER DIRECT APPLIED DIPS WTH 20 ox MESH OVER BE' CEMENT SOAAD. WITH DECORATIVE RELIEF PATTERN (REFER ELEVATION) LIT ENTRY WALL SIGN v (e)SIGN Y NEW NDz: NEW LIE AND INSTALLED SUPPLIED AND INSTALLED NEW STAMP: VIDI6 REGISTERED STAEEOFWASNYRiiDN TENANT (ROUND 1) SIGN TD BE INSTALLED EXISTING BRICK'"` FINISH TO REMAIN Y ONTO TENANTS EXISTING BUILDING FACE ]5 SF MAX) 00 0 GILL TURN EIFS BACK TO BRICK WALL (APPX. od a Wui �n 24" FIELD VERIFY) (-NORTH AND .... .4.2,4...... • 11\�� -1 TWO T zGI u .E��.. Iry L NEW EIFS OVER EXISTING FASCIA REFER D/A-202 SOUTH SIDES OF FASCIA) ........ ........... ... .... .. ....... .. 0 W z EXISTING BRICKbc oR a ao FINISH TO REMAIN - -..: WEST NEW BOWLING PIN SCULPTURE SUPPUE NEW EIFS OVER EXISTING BRICK— BY OWNER, G.C. TO INSTALL, PROVIDE FASCIA REFER G/A-202 A EXTERIOR ELEVATION IN -GROUND LIGHT FIXTURES AND PIER/ / FOOTING (REF: ELEC. AND STRUCT.) SCALE: _ =1'-O' ��� J` p", TURN EIFS BACK TO BRICK WALL (APPX. 24" FIELD 1— VERIFY) (TVP. EAST AND WEST SIDES OF FASCIA) SIGN NOT: NEW INTERNALLY LIT ENTRY WALL (� SIGN SUPPLIED ANO INSTALLED BY NEW TEN TI (ROUND 1) SIGN TO BE INSTALLED ONTO 7 ENANTS EXISTING BUILDING FACE 21'-0-�r ........ COLUMN ODOR AND FRAME AS r w.w NEW ACM COLUMN SCHEDULED COVER DIRECT APPLIED DIPS WTH 20 ox MESH OVER BE' CEMENT SOAAD. WITH DECORATIVE RELIEF PATTERN (REFER ELEVATION) LIT ENTRY WALL SIGN v (e)SIGN Y NEW NDz: NEW LIE AND INSTALLED SUPPLIED AND INSTALLED NEW STAMP: VIDI6 REGISTERED STAEEOFWASNYRiiDN TENANT (ROUND 1) SIGN TD BE INSTALLED 7 Y ONTO TENANTS EXISTING BUILDING FACE ]5 SF MAX) 00 0 GILL od a Wui �n 1�R .... .4.2,4...... • 11\�� -1 TWO T zGI u .E��.. Iry L NEW EIFS OVER EXISTING FASCIA REFER D/A-202 BRICK NORTH I ` NO ME.WORK TO REMPIN EXTERIOR ELEVATION SCALE: _"_,•-�• f (I r2 l I 4. T T T T i I I I I I f.I/ I SIGN 403. NEW INTERNALLY LIT ENTRY WALL SIGN - SUPPLIED AND INSTALLED BY NEW TENANT (ROUND 1) SIGN TO BE INSTALLED ONTO TENANT'S EXISTING BUILDING FACE EAST OC EXTERIOR ELEVATION SCALE: -"=,'-O" 2 REVISED :� T.O. COPING ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ � L• FINISH TO REMAIN ( 1 NEW ❑FS 0 R METAL SND FRAMING ON STEEL 16'-4' SUPPORT ( . STRUCTURE) REFER O/A-202 FOR FINISH FORMATION B 8 B F— NEW STOREFRONT ENTRANCE BY MALL J,26 -4' TO COPING O'-0 FIN. BOOR A.2 ,(A " ,r r Y I I U�r ❑ ❑ .P ❑ 1 ❑ In ❑ I ❑ ❑ ❑ 1 ❑ ❑ ❑ In - C. _ e Is B DATE I DESCRIPTION STAMP: VIDI6 REGISTERED STAEEOFWASNYRiiDN W 7 Y T ❑ 1 ❑ ❑ ❑ In - C. _ e Is B DATE I DESCRIPTION 0 V �m U=o�� J��mm CD 1Z IJ W W O 9 > Ir wz LI EE Z 1_ /J i t • Q � UG - �3 FO, M Q Q D C) 0 W W o d 3 N N F O nn aR Qpm Q mU W 5y <g zz-Lmo S 0> Oa: (¢ 8 JOB NUMBER: 1414 DRAWN SY: CHECKED BY: E.E.C. M.S.L. SHEET TITLE: �- EXTERIOR -- r ELEVATIONS /S-OQ2 2 DATE: JUNE 11, 2014 SHEET NUMBER: A-201 STAMP: VIDI6 REGISTERED STAEEOFWASNYRiiDN W W -o O� 00 0 GILL od a Wui �n ZCie T zGI u P U u 0 W V oR a ao ]2OIL CORNEP.STONE 'RCHITECTURE. LLC 0 V �m U=o�� J��mm CD 1Z IJ W W O 9 > Ir wz LI EE Z 1_ /J i t • Q � UG - �3 FO, M Q Q D C) 0 W W o d 3 N N F O nn aR Qpm Q mU W 5y <g zz-Lmo S 0> Oa: (¢ 8 JOB NUMBER: 1414 DRAWN SY: CHECKED BY: E.E.C. M.S.L. SHEET TITLE: �- EXTERIOR -- r ELEVATIONS /S-OQ2 2 DATE: JUNE 11, 2014 SHEET NUMBER: A-201 r a - r Al - S t L E D ILLUMINATED WALL MOUNTED LOGO r L E D ILLUMINATED WALL MOUNTED CHANNEL LETTERS SCALE : 3/16- = T-0- 58'-1" PROPOSED NEW WALL SIGN A I S i g n or 92.5 sq. ft. EXTERIOR WALL SIGN A - WEST ELEVATION 12 Volts L E D illuminated wall mounted logo & channel letters: L E D illuminated wall mounted logo: 5-0" height x 5'-0" wide x 6" deep aluminum logo panel w/ 2" deep halo -lit reverse aluminum panel on front & w/ 5" deep dual -lit channel letters. 0.090" thick aluminum panels are to be powder coated in dark red finished. 0.040" thick aluminum channel letter with powder coating in white finished. 3/16" thick white acrylic faces with 1" white trim caps, front & back halo with 12 volts white L E D modules. L E D illuminated wall mounted channel letters : 5" deep dual -lit aluminum channel letters on 2" deep aluminum back panel with powder coating in metallic silver finished. 0.040" thick aluminum channel letters with powder coating in black exterior & white interior for even light reflection. 3/16" thick white acrylic faces with 1" black trim caps. All electrical components & assembly are to be U. L. rated & labeled. EXTERIOR WEST ELEVATION SCALE: 3/32'= 1'-0" Total bldg facade sq. ft. -1,539.2 sis-aazz 19411 66th Ave S. Kent, WA 98032 voice 253.395.5600 fax 253.395.3332 info@newimageneon.com DESIGN INFORMATION 85* C Bakery Cafe' PROJECT -- 13_76 SouthCenter Mall ADDRESS T^__ ___... Tukwila, WA_981.88_ CITY, STATE, ZIP is __ SALES PERSON DD DESIGNER 11-13-16 SHEET ISSUE DATE REVISIONS 00.00.00 0 00.00.00 0 00.00.00 00.00.00 0 00.00.00 00.00.00 00.00.00 I HAVE CAREFULLY RENEWED AND HEREBY ACCEPT THE DRAWING(S) AS SHOWN. I REALIZETHATANY CHANGES TO THESE DESIGNS MADE BEFORE OR AFTER PRODUCTION MAY ALTER THE CONTRACT PRICE ALL CHANGES MUST BE IN WRITING AND APPROVED BY BOTH PARTIES PRIOR TO PRODUCTION. SIGNATURE DATE This design Is property of New Image Inc. of Kent, WA. It is not to be reproduced or displayed in any fashion without written consent of New Image Inc. This concept is copywrite protected under law. 02016 NEW IMAGE ALL RIGHTS RESERVED This rendering Is only an artists depiction of the finished display. Various aspects of this design. Including colors and/or finishes, may vary from this printed design to the completed display. a 3g90 5'-0" 25T /S L E D ILLUMINATED WALL MOUNTED LOGO F -0- 16" 14'-9 1/4" SCALE: 3/16'= V -O" I- 1 S i g n � 64.24 sq. ft. EXTERIOR WALL SIGN B - NORTH ELEVATION 12 Volts L E D illuminated wall mounted logo & channel letters 1NNEL LETTERS L E D illuminated wall mounted logo: 5'-0" height x 5'-0" wide x 6" deep aluminum logo panel w/ 2" deep halo -lit reverse / aluminum panel on front & w/ 5" deep dual -lit channel letters. 0.090" thick aluminum panels are to be powder coated in dark red finished. 0.040" thick aluminum channel letter with powder coating in white finished. 3/16" thick white acrylic faces with 1" white I trim caps. front & back halo with 12 volts white L E D modules. L E D illuminated wall mounted channel letters : 5" deep dual -lit aluminum channel letters on 2" deep aluminum back panel with powder coating in metallic silver finished. 0.040" thick aluminum channel letters with powder coating in black exterior & white interior for even light reflection. 3/16" thick white acrylic faces with 1" black trim caps. All electrical components & assembly are to be U. L. rated & labeled. tx I tKIUK NUKI K tLtVAI IVN "{ SCALE: 3/32" = V-0" �O Total bldg facade sq. ft. -1,591.1 zo fV 19'-0 1/4" 19411 66th Ave S. Kent, WA 98032 voice 253.395.5600 fax 253.395.3332 info@newimageneon.com DESIGN INFORMATION 85° C Bakery_ Cafe' PROJECT 1376 SouthCenter Mall ADDRESS Tukwila WA 98188_ CITY. STATE, ZIP JS SALES PERSON DD DESIGNER-- ------___._ _ 11-13-16 _ SHEET ISSUE DATE REVISIONS 0 00.00.00 0 00.00.00 0 00.00.00 00.00.00 0 00.00.00 D 00.00.00 D 00.00.00 I HAVE CAREFULLY REVIEWED AND HEREBY ACCEPT THE DRAWING(S) AS SHOWN. I REALIZE THAT ANY CHANGES TO THESE DESIGNS MADE BEFORE OR AFTER PRODUCTION MAY ALTER THE CONTRACT PRICE ALL CHANGES MUST BE IN WRITING AND APPROVED BY BOTH PARTIES PRIOR TO PRODUCTION. SIGNATURE DATE This design Is property of New Image Inc. of Kent, WA. It is not to be reproduced or displayed in any fashion without written consent of New Image Inc. This concept is copywrite protected under law. 02016 NEW IMAGE ALL RIGHTS RESERVED This rendering is only an artists depiction of the finished display. Various aspects of this design, including colors and/or finishes, may vary from this printed design to the completed display. See Detail s �� M� d .;:'mow• ��....,� South Center Mail - Site Plan NTS Q Sic Detail NE corner - South Center Mail - Site Plan NTS �S'Qp2 Z t New Images creatiNe s><gn 19411 66th Ave S. Kent, WA 98032 voice 253.395.5600 fax 253.395.3332 info@newimageneon.com DESIGN INFORMATION 85'C Bakery Cafe' PROJECT 1376 SouthCenter Mall ADDRESS Tukwila, WA 98188 CITY, STATE. ZIP JS SALES PERSON DD DESIGNER 11-13-16 SHEET ISSUE DATE REVISIONS 0 00.00.00 00.00.00 0 00.00.00 0 00.00.00 0 00.00.00 0 00.00.00 © 00.00.00 I HAVE CAREFULLY REVIEWED AND HEREBY ACCEPT THE DRAWING(S) AS SHOWN. I REALIZE THAT ANY CHANGES TO THESE DESIGNS MADE BEFORE OR AFTER PRODUCTION MAY ALTER THE CONTRACT PRICE ALL CHANGES MUST BE IN WRITING AND APPROVED BY BOTH PARTIES PRIOR TO PRODUCTION. SIGNATURE DATE This design Is property of New Image Inc. of Kent, WA. It is not to be reproduced or displayed in any fashion without written consent of New Image Inc. This concept is copywrite protected under law. 02016NEW IMAGE ALL RIGHTS RESERVED This rendering is only an artists depiction of the finished display. Various aspects of this design, including colors and/or finishes, may vary from this printed design to the completed display. -2aoo-sis BUILDING WALL (E) 12 VOLTS LED LIGHT MODULES 2" DEEP ALUMINUM BACK PANEL ACRYLIC FACE W/ 1" TRIM CAPS 1/4" DIA. DRAIN HOLES TO HAVE BAFFLES TO ELIMINATE LIGHT LEAKS. (MIN. 2 PER LETTER) LETTERS INTERIOR ARE TO BE POWDER COATED IN WHITE FOR EVEN LIGHT REFLECTION Sign Sign = Channel letter detail & Attachment - NTS 0.5" EMT CONDUCT CLASS 2 POWER SUPPLY W/ DISCONNECT SWITCH EXISTING J -BOX TO PRIMARY. LETTER EXTERIOR IS TO BE POWDER COATED IN BLACK RETURNS A. B. C. D. E. F L E D ILLUMINATED WALL MOUNTED LOGO INSTALLATION SECTION DETAILS A. BUILDING WALL. (E) G. 1/4'X 2' MACHINE BOLTS. #12 X 3.5" METAL SCREWS. B. 318' DIAMETER X 3.5' LAG BOLTS. (MIN. 6) H. 1/4' DIAMETER X 2' MACHINE BOLTS. (MIN. 6) C. 3/8' DIAMETER X 3' MACHINE BOLTS. I. 2' X 2' X 3116' STEEL ANGLE MOUNTING BRACKET D. 1.5"X 1.5"X 118' ALUMINUM TUBE. W/ 3/8' DIAMETER X 2' MACHINE BOLTS. (MIN. 4 ) E. L E D DRIVER. J. 120 VOLTS J -BOX TO PRIMARY. 3/16" THICK CLEAR LEXAN F. CHANNEL LETTER WITH L E 0ILLUMINATED. K. DISCONNECT SWITCH. BACKING "ALL ELECTRICAL COMPONENTS 8 ASSEMBLY ARE TO BE U. L. RATED 8 LABELED. (E#119586) 0.5" EMT CONDUCT CLASS 2 POWER SUPPLY W/ DISCONNECT SWITCH EXISTING J -BOX TO PRIMARY. LETTER EXTERIOR IS TO BE POWDER COATED IN BLACK RETURNS A. B. C. D. E. F Signa Logo detail Signo &Attachment -NTS FRONT VIEW 42' 19411 66th Ave S. Kent, WA 98032 voice 253.395.5600 fax 253.395.3332 info@newimageneon.com DESIGN INFORMATION 85° C Bakery Cafe' PROJECT 1376 SouthCenter Mall ADDRESS Tgkwilat WA 98188 CITY, STATE, ZIP JS _ SALES PERSON DD_ DESIGNER _. _. _.... _. 11-13-16 SHEET ISSUE DATE REVISIONS 00.00.00 0 00.00.00 00.00.00 D 00.00.00 00.00.00 D 00.00.00 D 00.00.00 I HAVE CAREFULLY REVIEWED AND HEREBY ACCEPT THE DRAWING(S) AS SHOWN. I REAUZETHAT ANY CHANGES TO THESE DESIGNS MADE BEFORE OR AFTER PRODUCTION MAY ALTER THE CONTRACT PRICE ALL CHANGES MUST BE IN WRITING AND APPROVED BY BOTH PARTIES PRIOR TO PRODUCTION. iii ,i,mmai;� aw This design is property of New Image Inc. of Kent, WA. It is not to be reproduced or displayed in any fashion without written consent of New Image Inc. This concept is copywrite protected under law. C2016NEW IMAGE ALL RIGHTS RESERVED This rendering Is only an artists depiction of the finished display. Various aspects of this design, including colors and/or finishes, may vary from this printed design to the completed display. G. D. H. J. K. Signa Logo detail Signo &Attachment -NTS FRONT VIEW 42' 19411 66th Ave S. Kent, WA 98032 voice 253.395.5600 fax 253.395.3332 info@newimageneon.com DESIGN INFORMATION 85° C Bakery Cafe' PROJECT 1376 SouthCenter Mall ADDRESS Tgkwilat WA 98188 CITY, STATE, ZIP JS _ SALES PERSON DD_ DESIGNER _. _. _.... _. 11-13-16 SHEET ISSUE DATE REVISIONS 00.00.00 0 00.00.00 00.00.00 D 00.00.00 00.00.00 D 00.00.00 D 00.00.00 I HAVE CAREFULLY REVIEWED AND HEREBY ACCEPT THE DRAWING(S) AS SHOWN. I REAUZETHAT ANY CHANGES TO THESE DESIGNS MADE BEFORE OR AFTER PRODUCTION MAY ALTER THE CONTRACT PRICE ALL CHANGES MUST BE IN WRITING AND APPROVED BY BOTH PARTIES PRIOR TO PRODUCTION. iii ,i,mmai;� aw This design is property of New Image Inc. of Kent, WA. It is not to be reproduced or displayed in any fashion without written consent of New Image Inc. This concept is copywrite protected under law. C2016NEW IMAGE ALL RIGHTS RESERVED This rendering Is only an artists depiction of the finished display. Various aspects of this design, including colors and/or finishes, may vary from this printed design to the completed display. L E D ILLUMINATED WALL MOUNTED LOGO INSTALLATION SECTION DETAILS A. BUILDING WALL. (E) G. 1/4" X 2" MACHINE BOLTS, B. 3/8" DIAMETER X 3.5" LAG BOLTS. (MIN. 6) H. 1/4" DIAMETER X 2" MACHINE BOLTS. C. 3/8" DIAMETER X 3" MACHINE BOLTS. 1, 2"X 2" X 3/16" STEEL ANGLE MOUNTING BRACKET D. 1.5"X 1.5" X 1/8" ALUMINUM TUBE. W/ 3/8" DIAMETER X 2" MACHINE BOLTS. (MIN. 4 ) E. L E D DRIVER. J. 120 VOLTS J -BOX TO PRIMARY. F. CHANNEL LETTER WITH L E D ILLUMINATED. K. DISCONNECT SWITCH. "`ALL ELECTRICAL COMPONENTS & ASSEMBLY ARE TO BE U. L. RATED & LABELED. (E#119586) ------------- A. ----------------- _ ------ ----- - C. . D m 9•. FRONT VIEW 42" 9" I to be in accordance with the requirements of Article 600 of the National Electrical Code & / or other applicable local codes. This includes proper grounding and e , , r. I� , d� ------------ D. ------- H , 8" 48' 6- I--� - .. -- - --------- L K. __ ..__.._. FRONT VIEW 42" 9" I to be in accordance with the requirements of Article 600 of the National Electrical Code & / or other applicable local codes. This includes proper grounding and BUILDING WALL (E) ------ --------- ---------- 12 VOLTS L E D --------------- LIGHT MODULES 2" DEEP ALUMINUM ------------------ BACK PANEL ACRYLIC FACE W/ 1" ----------------- TRIM CAPS a 1/4" DIA. DRAIN ------------- HOLES TO HAVE BAFFLES TO ELIMINATE LIGHT LEAKS. (MIN. 2 PER LETTER) LETTERS INTERIOR ARE TO BE POWDER COATED IN WHITE FOR EVEN LIGHT REFLECTION --------------- #12 X 3.5" METAL SCREWS. ( MIN. 6 ) 3/16" THICK CLEAR LEXAN BACKING ------------- 0.5" EMT CONDUCT -------------- CLASS 2 POWER SUPPLY W/ DISCONNECT SWITCH EXISTING J—BOX TO PRIMARY. LETTER EXTERIOR IS TOE POWDER COATED IN BLAOR RETURNS 4-4 W I to be in accordance with the requirements of Article 600 of the National Electrical Code & / or other applicable local codes. This includes proper grounding and Job Name: 85C BAKERY CAFE SIGNS EXPRESS Does NOT CUSTOMER APPROVAL LANDLORD /AUTHORIZE Co.Address: 1376 SOUTH CENTER MALL, #1610, TUKWILLA, WA98188 provide primary electrical to sign location. �-443-3333 ' Fax: 626-443-3232 Date: 090816 Drawing # : Drawn by: RESPONSIBILITY BY OTHERS Signature Date I Signature #552'' APPROVED #E-119586 Revisions: -&091716& 110216 L A 11 All above design and artworks are the exclusive property of Signs Express and cannot be reproduced, in whole or in part, without S: L E D ILLUMINATED WALL MOUNTED LOGO EXTERIOR WALL SIGN A - WEST ELEVATION 12 Volts L E D illuminated wall mounted logo & channel le L E D ILLUMINATED WALL MOUNTED CHANNEL LETTERS • . C __, . . L E D illuminated wall mounted logo: --5'-0" height x 5-0" wide x 6" deep aluminum logo panel w/ 2" deep halo -lit rev i ,�`1i J r►���- .-,--, ��``,�.� aluminum panel on front & w/ 5" deep dual -lit channel letters. 0.090" thick alui 30" 25'� % ^J (( v f r panels are to be powder coated in dark red finished. 0.040" thick aluminum ct � letter with powder coating in white finished. 3116" thick white acrylic faces Witt j // trim caps. front & back halo with 12 volts white L E D modules. L E D illuminated wall mounted channel letters: y� 5" deep dual -lit aluminum channel letters on 2" deep aluminum back panel wi 5'-0" 16" 5'-10 3/4" 0' 14'-9 1/4" coating in metallic silver finished. 0.040" thick aluminum channel letters with E coating in black exterior & white interior for even light reflection. 3/16" thick wl 27'-10" faces with 1" black trim caps. All electrical components & assembly are to be i SCALE: 3116"= r-0• & labeled. l�-0IS� 1p! CI.ICRIVRVVCJI CLCVHIIVIH Jvnt.G.J/Jc - 1-V 1 to be in accordance with the requirements of Article 600 of the National Electrical Code & / or other applicable local codes. This includes proper grounding and L E D ILLUMINATED WALL MOUNTED LOGO L E D ILLUMINATED WALL MOUNTED CHANNEL LETTERS • •C J7 25 z 'E: 5'-0" 116- 14'-9 1/4" 6_1*MIt:WjR:7HIL1Iii EXTERIOR WALL SIGN B - NORTH ELEVATION 12 Volts L E D illuminated wall mounted logo & channel letters: L E D illuminated wall mounted logo: 5'-0" height x 5-0" wide x 6" deep aluminum logo panel w/ 2" deep halo -lit reverse aluminum panel on front & w/ 5" deep dual -lit channel letters. 0.090" thick aluminum panels are to be powder coated in dark red finished. 0.040" thick aluminum channel letter with powder coating in white finished. 3/16" thick white acrylic faces with 1" white trim caps. front & back halo with 12 volts white L E D modules. L E D illuminated wall mounted channel letters : 5" deep dual -lit aluminum channel letters on 2" deep aluminum back panel with powder coating in metallic silver finished. 0.040" thick aluminum channel letters with powder coating in black exterior & white interior for even light reflection. 3/16" thick white acrylic faces with 1" black trim caps. All electrical components & assembly are to be U. L. rated & labeled. I EXTERIOR NORTH ELEVATION EQ 21'-11/4" EQ 60'-8"V/ i SCALE: 3/32"= V-0' ;N B EQ 5'-0" EQ 19'-0 1/4" I to be in accordance with the requirements of Article 600 of the National Electrical Code & / or other applicable local codes. This includes proper grounding and Job Name: 85C BAKERY CAFE SIGNS EXPRESS Does NOT CUSTOMER APPROVAL LANDLORD /AUTHORIZE Address: 1376 SOUTH CENTER MALL, #1610, TUKWILLA, WA98188 provide primary electrical to sign ANTIA AVE., SOUTH EL MONTE, CA 91733 location. Fax: 626-443-3232 Date: 090816 Drawing #: Drawn by: I RESPONSIBILITY BY OTHERS Signature Date Signature APPROVED ' Revisions: t 091716& 110216 A\ A\ Incentive Signage Provision Businesses may be permitted additional flush -mounted building signage on walls fronting their tenant spaces that do not qualify for the signage described in Section 19.20.50.A, under the following circumstances: a. The business or use may not have any other building -mounted signage oriented in the same direction as the incentive sign. b. Architectural interest must be provided through at least one of the following methods: 1) At least 50 percent of the wall area between the height of two and seven feet must be transparent with either an unobstructed view into the business or use, or a display window with a depth of at least three feet. 2) Architectural detailing consistent with the building design using changes in color, materials, texture and variations in the wall plane. 3) Artwork such as mosaic, mural or sculptural relief over at least 50 percent of the wall surface. 4) One or more trellises covering at least 50 percent of the wall area between the height of two and seven feet, planted with climbing vines and other plant materials in a planting bed at least two feet in width and provided with permanent irrigation. 5) The allowable area of the sign is 50 percent of that calculated in "Table 22 — Allowable Message Area for Permanent Wall Signs in Commercial and Industrial Zones." 2 See table on front side — "maximum sign area" ' it The City's sign code permits a variety of building mounted signs, including wall signs, signs on awnings, canopy signs and projecting signs. This sign permit application can be used to determine the total number of building mounted signs permitted for your business. The application also provides the specific code standards for the common types of building mounted signs; see TMC 19 Sign Code for details. Please note that you may not qualify for all signage types outlined in this application. Wall Sign Each public entrance is eligible for either a flush mounted wall sign or an awning face sign. In some cases an additional wall sign maybe permitted on walls that do not have entrances, see Section 2 of this application. Use the table below to determine the maximum permitted size' of your wall sign: Maximum Sign Area AREA = (L x H) of Exposed Building Face (EBF) in square feet = Permitted Sign Area 0-500 EBF x.05 or 20 square feet, whichever is larger 501-1,500 (EBF -500) x .04 + 25 square feet 1501-3,000 (EBF -1,500) x .03+ 65 square feet 3,001-5,000 (EBF -3,000) x .02+ 110 square feet Over 5,000 150 square feet maximum Wall Sign Worksheet *To meet requirements, please refer to the information and tables provided in this document This table is inapplicable if your site is covered under an approved Master Sign Program and an increase in sign area was granted. ' Reserved For more detail see the Sign Sign #1 Sign 42 Sign #3 for City Code Language, wt t (use add'] sheet Use TMC 19.20.050 A. if needed for add'1 signs) Wall Area The size of the sign is based on the area of the wall fronting the tenant space where the sign will be located, see 19.08.110. Maximum Calculate the maximum sign Sign Area �� �� area allowed for the wall from the table above. Proposed Calculate the area by drawing Area of one box around the entire sign Sign face or copy using 90 degree angles. Sign Copy List what the sign will say (for example: name of business). This table is inapplicable if your site is covered under an approved Master Sign Program and an increase in sign area was granted. ' 0 L E D ILLUMINATED WALL MOUNTED LOGO T— L E D ILLUMINATED WALL MOUNTED CHANNEL LETTERS 5,41 7 25 �i ,I .i 0"16" 14'-9114" 21'-1 1/4" SCALE 3!16* V 0 - EXTERIOR WALL SIGN B - NORTH ELEVATION 12 Volts L E D illuminated wall mounted logo & channel letters L E D illuminated wall mounted logo: 5'-0" height x 5'-0" wide x 6" deep aluminum logo panel w/ 2" deep halo -lit reverse aluminum panel on front & w/ 5" deep dual -lit channel letters. 0.090" thick aluminum panels are to be powder coated in dark red finished. 0.040" thick aluminum channel letter with powder coating in white finished. 3/16" thick white acrylic faces with 1. while trim caps. front & back halo with 12 volts white L E D modules. L E D illuminated wall mounted channel letters : 5" deep dual -lit aluminum channel letters on 2" deep aluminum back panel with powder coating in metallic silver finished. 0.040" thick aluminum channel letters with powder coating in black exterior & white interior for even light reflection. 3/16" thick white acrylic faces with 1" black trim caps. All electrical components & assembly are to be U. L. rated & labeled. PROPOSED WALL LOGO PROPOSED NEW WALL SIGN B A — 21'-1 1/4" EQ 5'-0„ -...__. _ ­` EQ 19'-0 1/4.. EXTERIOR NORTH ELEVATION (00.0- SCALE :3132'= 1"-0' This sign is intended to be in accordance with the requirements of Article 600 of the National Electrical Code & / or other applicable local codes. This includes proper grounding and bonding of the sign. Job Name: 85C BAKERY CAFE SIGNS EXPRESS Does NOT CUSTOMER APPROVAL LANDLORD / AUTHORIZED AGENT APPROVAL • Address: 1376 SOUTH CENTER MALL, #1610, TUKWILLA, WA98188 provide primary electrical to sign [;; I 1_1q location. Date: 090816 Drawing # : Drawn by : RESPONSIBILITY BY OTHERS SiOnattve Daio Sgnaare Dabs Revisions: 1 091716.'_ 110216 s. 4 5 ss Sys m-90ZL 71 G c CD V , O O � � .J I � I II t ^ � ' M r m � r C o m p l l A ` Jf m > p D r i� J� i zO Z C p p O O I F o ° oZ a \\ S D CCz m r rn m cncn / Sys m-90ZL 71 G c CD 3 s , 1 �� e xP 3 S� WAV 2 ,50 M04", Iso ZN� FT6F: 5�9y lei, wce d , -s 'PmfSJI. 7Lt.-Fs p4Av/ ( e ) T 16 � 5 I SIGN x01: NEW INTERNALLY UT ENTRY WALL SIGN SUPPLIED AND INSTALLED BY NEW TEN�{'(ly� i) SIGN INSTALLED ONTO --• ( } 2OEVISED 4AFF D SI T 0. SIGN e � T 'T 7 (ROUND G UI TENANT'S EXISTING BUILDING FACE T v K ■ W W E' s u� EXISTING BRICK ...G. pC U s O o Va 9'-11 W 102011 pORNEP.SiOnRE ARCNITEC—E. LL iCRTS ESEFVEO LLC d T.O. C IN � vl � Q 1� I\ O a Z Q 44'-1• .. ... ... .. __�..............L6:..].:'......___....__.�._ .. ...._......_,_.._.____.____.___._...___..............._..__._._____.__.__.._ _...,__..._..._____._..._._....____._.__.__.___.._.___.__._.._.._.__ .. 0. CO TNG NORTH EXTERIOR ELEVATION SCALE: 2=T'-0' SIGN x00'. NEW INTERNALLY LIT ENTRY WALL SIGN - SUPPLIED AND INSTALLED BY NEW TENANT (ROUND 1) SIGN TO BE INSTALLED ONTO TENANT'S EXISTING BUILDING FACE EAST OC EXTERIOR ELEVATION SCALE: -'=1'-0' T TURN EIFS BACK TO BRICK WALL (APPX. 24" FIELD VERIFY) (TYP. EAST AND WEST SIDES OF FASCIA) ❑ ❑ ❑ O ❑ ❑ C ❑ ❑ NEW IFS 0 R METAL SND FRAMING ON STEEL 16'-4 SUPPORT ( STRUCTURE) REFER O/A-202 FOR FINISH FORMATION F— B NEW STOREFRONT ENTRANCE BY MALL IVY kFRAMES TO REMAIN NEW WORK T I&I L EXISTING BRICK FINISH TO REMAIN H ❑ I ❑ ❑ ❑ 1 ❑ ❑ ❑ I ❑ ❑ r6� A.2 ' AA I � L a Is e 26'-4' 0. COPING IN. FLOOR DATE I DESCRIPTION STAMP: fID15 I� zm saBEamwFFw�oN 4AFF D SI T 0. SIGN e � p W Z LLJ - O 0; S9 :.2 O K ■ W W E' s u� EXISTING BRICK ...G. pC U s O o Va FINISH TO REMAIN W 102011 pORNEP.SiOnRE ARCNITEC—E. LL iCRTS ESEFVEO LLC d 3 Z ow � vl � Q 1� I\ O a Z Q F .. da I o O o N 1- � P m .. ❑ I ❑ ❑ ❑ ❑ ❑ ❑ ❑ .......TV.... TURN EIFS BACK TO BRICK WALL (APP%. JOB NUMBER: 1414 DRAWN BY: E.E.C. I CHECKED BY: M.S.L. SHEET TBIE: EXTERIOR ELEVATIONS 21• FIELD VERIFY) (TYP NORTH AND DATE: JUNE 11, 2014 SHEET NUMBER: ZSOUTH SIDES OF FASCIA) ......... .......... . . .... .. ........... Y..... 21,_01 2• c i EXISTING BRICK FINISH TO REMAINPANE .I - o m JOINT • • •••••- - r WEST NEW BOWLING PIN SCULPTURE SUPPUE NEW EIFS OVER EXISTING BRICK NEW ACM COLUMN DOOR AND FRAME AS w. w1 NEW ACM COLUMN OA EXTERIOR ELEVATION BY OWNER. C.C. TO INSTALL, PROVIDE IN -GROUND LIGHT FIXTURES AND PIER/ FASCIA REFER G/A-202 COVER SCHEDULED DIRECT APPLIED EIFS WITH 20 oz MESH COVER OVER %- CEMENT SCALE; -'=1'-O' FOOTING (REF: ELEC. AND STRUCT.) 1 , J_ A. BOARD. WITH DECORATIVE RELIEF PATTERN ELEVATON) (REFER o- GB _ �G V _ ? F f �� (E� SIGN x112: 4 NEW INTERNALLY LIT ENTRY WALL SIGN D SUPPLIED AND INSTALLED BY NEW TENANT (ROUND 1) SIGN TO BE INSTALLED ONTO TENANT'S EXISTING BUILDING FACE 75 SF MAX) 1 j 16'-42 ri : i OREXISTINGBRICK NEREF E1I1 FASCIA EGO NORTH EXTERIOR ELEVATION SCALE: 2=T'-0' SIGN x00'. NEW INTERNALLY LIT ENTRY WALL SIGN - SUPPLIED AND INSTALLED BY NEW TENANT (ROUND 1) SIGN TO BE INSTALLED ONTO TENANT'S EXISTING BUILDING FACE EAST OC EXTERIOR ELEVATION SCALE: -'=1'-0' T TURN EIFS BACK TO BRICK WALL (APPX. 24" FIELD VERIFY) (TYP. EAST AND WEST SIDES OF FASCIA) ❑ ❑ ❑ O ❑ ❑ C ❑ ❑ NEW IFS 0 R METAL SND FRAMING ON STEEL 16'-4 SUPPORT ( STRUCTURE) REFER O/A-202 FOR FINISH FORMATION F— B NEW STOREFRONT ENTRANCE BY MALL IVY kFRAMES TO REMAIN NEW WORK T I&I L EXISTING BRICK FINISH TO REMAIN H ❑ I ❑ ❑ ❑ 1 ❑ ❑ ❑ I ❑ ❑ r6� A.2 ' AA I � L a Is e 26'-4' 0. COPING IN. FLOOR DATE I DESCRIPTION STAMP: fID15 I� zm saBEamwFFw�oN W Z LLJ - O 0; S9 :.2 O Jv�iru,� W W E' s u� Z T_ = TO pC U s O o Va :2❑ W 102011 pORNEP.SiOnRE ARCNITEC—E. LL iCRTS ESEFVEO LLC /5-001 2 A-201 zm Jv�iru,� a � WD 0� l'J Z W g o wz W= d 3 Z ow � vl � Q © O a Z Q F da _ O o N 1- � P m a �mS m8t JOB NUMBER: 1414 DRAWN BY: E.E.C. I CHECKED BY: M.S.L. SHEET TBIE: EXTERIOR ELEVATIONS �r DATE: JUNE 11, 2014 SHEET NUMBER: /5-001 2 A-201