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Permit D10-020 - WESTFIELD SOUTHCENTER MALL - SEAFOOD CITY - EXTERIOR REMODEL
SEAFOOD CITY 1368 SOUTHCENTER MALL D1O-020 City olkukvaila r 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 DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 1368 SOUTHCENTER MALL TUKW Suite No: Permit Number: D10-020 Issue Date: 05/25/2010 Permit Expires On: 11/21/2010 Tenant: Name: SEAFOOD CITY - EXTERIOR/SITE WORK Address: 1368 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC BSIP Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 00000 Phone: Contact Person: Name: BILL BEEBE Address: NADEL ARCHITECTS , 1990 S BUNDY DR 4TH FLOOR 90025 Phone: 310 826 -2100 Contractor: Name: B N BUILDERS INC Address: 2601 4 AV STE 350 , SEATTLE WA 98121 Phone: 206 382 -3443 Contractor License No: BNBUII *990K3 Expiration Date: 09/12/2011 DESCRIPTION OF WORK: MINOR EXTERIOR REMODEL (GLASS PANEL ABOVE AND RE -SKIN CANOPY) AND LANDSCAPING. PUBLIC WORKS ACTIVITY INCLUDES INSTALLATION OF AN IRRIGATION DOUBLE CHECK VALVE ASSEMBLY (DCVA), IF ONE DOES NOT EXIST AND DCVA TESTING. Value of Construction: $100,000.00 Fees Collected: $4,084.96 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -7/07 D10 -020 Printed: 06 -24 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspectio n Request Line: 206 - 431 -2451 Web site: http:/lwww.ci.tukwila.wa.us Permit Number: D10-020 Issue Date: 05/25/2010 Permit Expires On: 11/21/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Y Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Private: Public: N Date: Uft2i [0 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not prey e to give authority to violate or cancel the provisions of any other state or local laws regulating construction o 4ie pgr#oxmance ofXvork. I am authorized to sign and obtain this development permit. Date: (/Z Signature: r-R Print Name: 2 Clorky-ls(e y 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: IBC -7/07 D10 -020 Printed: 06 -24 -2010 City okukwila • 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 DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 1368 SOUTHCENTER MALL TUKW Suite No: Permit Number: D10 -020 Issue Date: 05/25/2010 Permit Expires On: 11/21/2010 Tenant: Name: SEAFOOD CITY - EXTERIOR/SITE WORK Address: 1368 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC BSIP Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 00000 Phone: Contact Person: Name: BILL BEEBE - NADEL ARCHITECTS Address: 1990 S BUNDY DR 4TH FLOOR , LOS ANGELES CA 90025 Phone: 310 826 -2100 Contractor: Name: TILTON PACIFIC CONST INC Address: 4150 CITRUS AV , ROCKLIN CA 95677 Phone: 916- 630 -7200 Contractor License No: TILTOPC909CP Expiration Date: 02/16/2012 DESCRIPTION OF WORK: MINOR EXTERIOR REMODEL (GLASS PANEL ABOVE AND RE -SKIN CANOPY) AND LANDSCAPING. PUBLIC WORKS ACTIVITY INCLUDES INSTALLATION OF AN IRRIGATION DOUBLE CHECK VALVE ASSEMBLY (DCVA), IF ONE DOES NOT EXIST AND DCVA TESTING. Value of Construction: $100,000.00 Fees Collected: $4,084.96 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -7/07 D10 -020 Printed: 05 -25 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: //www.ci.tukwila.wa.us Permit Number: D10 -020 Issue Date: 05/25/2010 Permit Expires On: 11/21/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Y Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Y Water Main Extension: Water Meter: N Permit Center Authorized Signature: Private: Profit: N Private: Public: Non - Profit: N Public: Date: 1/0 I hereby certify that I have read and e - d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied hether specified herein or not. The granting of this permit does not pres construction or the perforrn. • • e of work. I am authorized to sign and obtain this development permit. e to give authority to Violate or cancel the provisions of any other state or local laws regulating Signature: Print Name: 4 (4,u Date: C 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: IBC -7/07 D10 -020 Printed: 05 -25 -2010 • 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 ParcelNo.: 9202470010 Permit Number: D10 -020 Address: 1368 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/26/2010 Applicant: SEAFOOD CITY - EXTERIOR/SITE WORK Issue Date: Receipt No.: R10 -00920 Payment Amount: $1,570.93 Initials: JEM Payment Date: 05/25/2010 08:52 AM User ID: 1165 Balance: $0.00 Payee: ALAN G REEVES TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 30832B ACCOUNT ITEM LIST: Description 1,570.93 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE 000.322.100 000.345.830 000.342.400 640.237.114 Total: $1,570.93 1,415.43 126.00 25.00 4.50 PAYMENT RECEIVED doe: Receipt -06 Printed: 05 -25 -2010 • 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.tukwi la. wa. us Parcel No.: 9202470010 Address: Suite No: Tenant: PERMIT CONDITIONS 1368 SOUTHCENTER MALL TUKW SEAFOOD CITY - EXTERIOR/SITE WORK Permit Number: Status: Applied Date: Issue Date: D10-020 ISSUED 01/26/2010 05/25/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspections and verifications for concrete construction shall be required. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 10: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 14: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 15: Masonry construction shall be special inspected. 16: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary doc: Cond -10/06 D10 -020 Printed: 06 -24 -2010 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. tukwi la. wa. us sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: Extend sprinkler protection to all combustible concealed spaces per NFPA 13, Section 8.15.1. 23: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 24: FIRE LANE - NO PARKING areas were declared at your complex because of less than minimum clearances for fire department vehicle access. These areas are in need of re- signing or repainting per City Ordinance #1846 and Uniform Fire Code Section 10.206 as amended. Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING ", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047) (MAINTAIN EXISTING FIRE LANES AND ACCESS) 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 28: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 29: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 30: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. doc: Cond -10/06 D10 -020 Printed: 06 -24 -2010 • wq� 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 31: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 32: Applicant shall install a Double Check Valve Assembly (DCVA) for the irrigation system if one does not exist. The DCVA shall be tested by a certified tester at owners expense All double check valve assemblies shall be approved by the State Department of Health. 33: ** *PLANNING DIVISION CONDITIONS * ** 34: SIGNAGE FOR TENANT IS NOT APPROVED. SEPARATE PERMIT WILL BE REQUIRED PER SIGN CODE STANDARDS. ONE SIGN PER ENTRY. 35: L -1 : ADD 2 PLANTERS PER PERMIT SHEET COMMENTS AND PLANT ACCORDINGLY. INCREASE PLANT QUANTITIES ON PLANT MATERIAL LIST PER REQUIRED DECREASE IN SPACING AS NOTED ON PERMIT SHEET. L-3 OVEREXCAVATE NEW PLANTING BED AND AMEND SOIL PER PLANTING DETAIL ON SHEET L-2. L-4 EXTEND AND INSTALL SPRINKLER FOR TWO NEW PLANTERS. * *continued on next page ** doc: Cond -10/06 D10 -020 Printed: 06 -24 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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: % /iy // C� doc: Cond -10/06 D10 -020 Printed: 06 -24 -2010 • • 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 Parcel No.: 9202470010 Address: Suite No: Tenant: PERMIT CONDITIONS 1368 SOUTHCENTER MALL TUKW SEAFOOD CITY - EXTERIOR/SITE WORK Permit Number: Status: Applied Date: Issue Date: D10-020 ISSUED 01/26/2010 05/25/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional m responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspections and verifications for concrete construction shall be required. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official m a timely manner. 10: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 14: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 15: Masonry construction shall be special inspected. 16: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary doc: Cond -10/06 D10 -020 Printed: 05 -25 -2010 • 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 sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: Extend sprinlder protection to all combustible concealed spaces per NFPA 13, Section 8.15.1. 23: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 24: FIRE LANE - NO PARKING areas were declared at your complex because of less than minimum clearances for fire department vehicle access. These areas are in need of re- signing or repainting per City Ordinance # 1846 and Uniform Fire Code Section 10.206 as amended. Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING ", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047) (MAINTAIN EXISTING FIRE LANES AND ACCESS) 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 28: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 29: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 30: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. doc: Cond -10/06 D10 -020 Printed: 05 -25 -2010 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: littp://www.ci.tukwi la. wa. us 31: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 32: Applicant shall install a Double Check Valve Assembly (DCVA) for the irrigation system if one does not exist. The DCVA shall be tested by a certified tester at owners expense All double check valve assemblies shall be approved by the State Department of Health. 33: ** *PLANNING DIVISION CONDITIONS * ** 34: SIGNAGE FOR TENANT IS NOT APPROVED. SEPARATE PERMIT WILL BE REQUIRED PER SIGN CODE STANDARDS. ONE SIGN PER ENTRY. 35: L-1 : ADD 2 PLANTERS PER PERMIT SHEET COMMENTS AND PLANT ACCORDINGLY. INCREASE PLANT QUANTITIES ON PLANT MATERIAL LIST PER REQUIRED DECREASE IN SPACING AS NOTED ON PERMIT SHEET. L-3 OVEREXCAVATE NEW PLANTING BED AND AMEND SOIL PER PLANTING DETAIL ON SHEET L-2. L-4 EXTEND AND INSTALL SPRINKLER FOR TWO NEW PLANTERS. * *continued on next page ** doc: Cond -10/06 D10 -020 Printed: 05 -25 -2010 • 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. tukwi la. wa. us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Date: ✓ ` " Print Name: �v✓ ' `"e -� v `C 5 ordinances governing or local laws regulating doc: Cond -10/06 D10 -020 Printed: 05 -25 -2010 r CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www.ci.tukwila.wa.us Building Permit No. '1d '0 /0 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. 1) 1 0 O to (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: King Co Assessor's Tax No.: Q) zT%1)0/ C �1- Suite Number: Floor: Tenant Name:_ ' , G l� 0 i�� New Tenant: Yes ❑ ..No Property Owners Name: >F `-J ► rP Mailing Address: JJh2 / Gas�•c City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: /1 LL e�r /��/,i/��7� t/ L Day Telephone: �J 0 r 8 Z - Z) Mailing Address: / � �O �c OuNP 1 Pt) 1 LD 7 City R State Zip E -Mail Address:_ F 3ffet ik-W 66,4 I" Fax Number: — p2� —a j' 2 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: 1.: Contact Person: 1P E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: ) q a s BUMPY P Contact Person: /51 E -Mail Address: 1 S hiN - 'ADZ; City State Zip Day Telephone:I O'�LL- �/ O0 Fax Number: ENGINEER OF RECORD' - -Aill plans must be wet stamped by Engineer of Record • Company Name: 01 )■iffr. A 1 Mailing Address: 9'g �0 j/ Iv%y`� /� �1 �3 Contact Person: AM-40M' WAN4 E -Mail Address: 8S& - H:\Applications\Forns- Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised: 1 -2009 bh dui' /o City State Zip Day Telephone: //4426-418-8 i- B Z Fax Number: eZ6 448 c9 Z e417ff Pagelof6 • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ /ZLD, AO 0 Scope of Work please provide detailed information): Existing Building Valuation: $ G 4-D41242-�• Will there be new rack storage? ❑ Yes D.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. j[ Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gSprinklers Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2 " x 11 " paper including quantities and Material Sa ety ata Sheets. irEc Automatic Fire Alarm ❑ None ❑ Other (specify) SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fmms- Applications On Line\2009 Applications \I -2009 - Permit Application-doe Revised: 1 -2009 bh Page 2 of 6 Existing ' Interior Remodel, Addition to Existing Structure New Type of , Construction per IBC Type of Occupancy per IBC l' Floor 46; 78� 6,33 * fis al 2°d Floor 4401 /04 N&r. h — 3rd Floor i . Floors thru Basement ' Accessory Structure* .Attached Garage Detached Garage Attached Carport Detached Carport Deck • Uncovered Deck ■ PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. j[ Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gSprinklers Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2 " x 11 " paper including quantities and Material Sa ety ata Sheets. irEc Automatic Fire Alarm ❑ None ❑ Other (specify) SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fmms- Applications On Line\2009 Applications \I -2009 - Permit Application-doe Revised: 1 -2009 bh Page 2 of 6 • PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information : 74C7)4 2* Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District E.-Tukwila ❑ ...Water District #125 ...Water Availability Provided Sewer District Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ WO # WO # WO # Private ❑ Private ❑ El.. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms- Applications On Line\2009 Applications \ 1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 3 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: r I [� Signature: Date: Print Name: 13).1.i. / / " Day Telephone: ')O E1 6-Z Do Mailing Address: / D _6 � J L L D . ►L •' Q City State Zip Date Application Accepted: Date Application Expires: Staff Initials: H:\Applications\Poims- Applications On Line \2009 Applications \I-2009 - Permit Application.doe Revised: 1 -2009 bb Page 6 of 6 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Seafood City Marketplace PERMIT # plo---02„0 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water $50,000.00 Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $250 (1) $50,000.00 $1,250.00 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards 1,250.00 (4) Use the following table to estimate the grading plan review and permit fee. Use the sreater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 -1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 1,500.00 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2009 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit IssuanceiInspection Fee (B +C +D) 1,250.00 (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised Jan. 2009 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0.00 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Point 2 Water (Ordinance 2177) $ E. Allentown/Foster Point 2 Sewer (Ordinance 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees DUE WHEN PERMIT IS ISSUED Total A through G $ 0.00 (10) (6 +7 +8 +9 +10) $ 1,250.00 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2009 — 12.31.2009 Total Fee 0.75 $600 $6,005 $6,605 1 $1100 $15,012.50 $16,112.50 1.5 $2400 $30,025 $32,425 2 $2800 $48,040 $50,840 3 $4400 $96,080 $100,480 4 $7800 $150,125 $157,925 6 $12500 $300,250 $312,750 Approved 09.25.02 Last Revised Jan 2009 Temporary Meter 0.75" $300 2.5" $1,000 3 Cit� of Tukwila, • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: hup://www.ci.tukwila.wa.us SET RECEIPT Copy Reprinted on 01 -26 -2010 at 13:53:51 01/26/2010 RECEIPT NO: R10 -00125 Initials: JEM Payment Date: 01/26/2010 User ID: 1165 Total Payment: 11,575.38 Payee: DUKWILLA SEAFOOD CITY SET ID: 0126A SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount D10 -020 2,514.03 D10 -021 2,029.24 D10 -022 5,639.60 EL10 -0055 130.63 EL10 -0058 710.85 M10 -010 97.06 M10 -012 281.51 PG10 -007 39.11 PG10 -008 133.35 TOTAL: 2,514.03 PAYMENT RECEIVED TRANSACTION LIST: Type Method Description Amount Payment Check 1006 11,575.38 TOTAL: 11, 575.38 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES PW BASE APPLICATION FEE PW PLAN REVIEW 000.322.100 000.345.832.00.0 000.345.830 000.322.100 000.345.830 TOTAL: 56.97 841.48 9,176.93 250.00 1,250.00 11,575.38 INSPECTION NO. INSPECTION RECORD Retain a copy with permit /) /O -c2e, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 4 6300 Southcenter Blvd., #100, Tukwila. WA 98188 lei— (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: /' /% , / S "i �t / Type of Inspection: I� /!V ii k id�ddi/ Address: 1 / 3 'R ,rig / / Date Called: Special Ins ructions: Date Wanted: . Requester: Phone No: 0204-7M -/G 96 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: 736"/.4 *1: li- yr, -a4 410 /F IA/4 Date R1NSPgCTION FEE REQUIRED. Pri r to n t inspection, fee must be p id at 6 00 Southcenter Blvd., Su' 100. 11 to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd.; #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro Tgct� Cam. / /, 4.1 4.) 1 /� / i i5 / -;t 1 /� r . C 'S5d • Type of Inspectipn: tit v 4.... r Address: / d/VO I l k c'' )1413•31 ha /9 ci • Date Called: " 14 r503- .r✓ _ -Alai Y/ 4r14 Y () Y &L) Special Instructions:; ` :., / Date Wanted: 1 0 —2,40 r,. a.m.. —(0 p.m. Requester: cf- Phone l 331 --1(0(3' • .,EJ Approved per applicable codes. ' • Corrections required prior to approval. COMMENTS: / /, 4.1 4.) 1 /� / i i5 / -;t 1 /� r . C 'S5d • _� 4o7/ 5 ^ (L -..2) / y �A /r . /'�. r'�' ✓".1 en44/r 2. i?i� / d/VO I l k c'' )1413•31 ha /9 ci • " j 62011W, Ali Di- es- Z.0747/ " 14 r503- .r✓ _ -Alai Y/ 4r14 Y () Y &L) Mi35 /M 17 rad�Cj°'' - Q /a6iSAPv i — - .' 5/ bS /4t '( a hirb era / rri Jr /(I 6. 1h i7 '7 /ar)'s '.rn ';r f6 "' PM ri *'ris,- • A te..ve 01 ►'V 4) (over Ulp in 3 Cr. cf- • a f . n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection: milli. 04 •• r.. gos=xvozw-oplot-r•-•- •ga!p1"f • .'. r,". R14' ....7 • Y •ti • .sb . INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 Project: Pk4�b�} a: Type of Inspection: , Address: Date Called: Special Instructions: - Date Wanted: lO- - ZS- 10 Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: 1 raodc 'V— M. S _ 1- - F2 ,r Cw.l C. — 14 e' " CO Ct. 7. %' J Ci. -- Q 1 A 60.1-ti ...1~i;,, Nil r+ ,re t =;x.4 -k _- pi..tlo loo LA.b Vk , .vu 1 . IA .0..)6,......,,c t.--:1Qpri . trpector. Date: I e; R . NSP CTION FEE REQUIR • D. Prior to ext inspection. fee must be .pa d at •300 Southcenter Blvd. Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a..copy with permit O - Ga2�j PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431;3670 INSPECTION NO. Project:� /.�. / �Pi.TddCr i��� Type of Inspection: `�/(/`d✓( f---/? A' IAi Cc, 04,6 Address: /3 61:3 SeDr//x ,✓f.- v n% Date Called: A /1 ,f vi % eito ('ar. ;07 / C "4i/my — /I/fAeloy, Special Instructions: J 41/867 -4/ Date Wanted: 7 /-‘ ! /Q �....�'" I/ ,4/J4AA a a/ Requester: Phone No: GROG- 4/55 -- 3 3,46 3 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: /' ....] .49/o✓/4/40/ ( .v - dro -elea 7 ,f vi % eito ('ar. ;07 / C "4i/my — /I/fAeloy, j. ,q Jr (%dwR e 1' -sf),f --, 0 ? -4/ �....�'" I/ ,4/J4AA 4_54,75- - A/Aw J ,. \ nspector a444/11, J elk El: 0.0 id Daj REINSPECTION FEE • EQUIRED. Prior to inspection, fee must be 't 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receip No.: Date: 1.0 : ."*7"1;*177.77 7. '7.47,P.1; -067.1.-"A • - iorp.•=9"e: 174. INSPECTION RECORD D/O-CQC) Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 • Permit Inspection Request Line (206) 431-2451 Project: r„. Type of Inspection:. ybo fituki ‘ Address. /361 5-C- /411 Date Called: Special Instructions: Date Wanted: lis--lit a.m. P.m. Requester Mek Phone No: ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: ?S4- r(por-1- rcCe.kIPal. le ( Firwled Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee nnUst.he • . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspedion. t • 1: 3 . ,INSPECTION NUMBER"' INSPECTION • RECORD Retain a copy with permit 0/O- O2 Q PERMIT NUMBERS CITY.OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: Sea, Coad C;#11 Type of Inspection:.- • Address: /3e' S c "3-74/1 Suite #: Contact Person: is Special Instructions: Phone No.: 7,474. . la t'- 3 36- 5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: S r.rtlCr d rte► i r! • Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ' Permits: Occupancy Type: ';Inspector:: 11, • Date: / /z-, /cif Hrs.: r / • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tilkwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 'rrazan & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7// //e' PROJECT #: a 6 6 / 0 / 5 S PROJECT: /1/0RTlt FIA-5- ( - i ec Ter) LOCATION: KRAZAN PROJECT MANAGER: ,6 ECE1VED FIELD REPORT NO:_12 9 9 71 AUG 25 20101 COMMUNITY Df VELOPNIF_NT CONTRACTOR: fri./6 JURISDICTION: 4 M ii //--u 4_- PERMIT #: p jG�>� -G, INSPECTOR: . rj`-v WEATHER:.(7,el'-cc� J /r/ EMP: Ok/ 54—E -095 jze 2 - o s 7E 2 C 7ia-cf - 516 6 l Gr . e7-7&/-7 �rre-e72' - I X75 jocct ci S P / 41e77 6,7 / 0 1- t ccd C/ 7y Wc/O-v•04- ,4/c4 /' 6Le • ' 5TC�G ;r-5-- e 41/55;,'L � " 3c i75 %i 1 ,2', J„QT Se_--V, V, ��27 c// Gv % / _ ,4 -� i� l0 /`3'S'Q iT ? �!,(T/ .y, 7I ��..' i 3 Gc/ /4-1 -Tf/c' i�J�j'�Pl� JG�sa�'Gc S y 5/ c t'/5 - l CQ.0./ /f 77c 2� ,' -51e-7 c ��> yam• s �-�� r� 2// f' -15,_„, - f G/- 1'cj,l" A// e -wwe,Z . (/°TT'.' �i/ c/2 w// Ocuef aye/4177' /-G2 /7i % Wect7ee,- CCA/e�. Equipment/Asset Number(s): To the best of my knowledge, the ab &ve WAS %%WAS NOT performed in accordance with the approved Superintendent /Representative: Technici This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This info ation is subject to rev inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others . site. The information the client. This report may not be reproduced in any format without the written permission of the client and Krazan 8 Assoc. pnor to f ?' ubmittal. By signing this report, our ided on thi• eport is prepared for the exclusive use of Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, WA, 98371, (253) 939 -2500 Project No. 066 -10155 Cyl. Code 1717 Pour Date 7/12/2010 Report No. 36412 Weather Overcast Jurisdiction City of Tukwila Project North Entry Seafood City Location 633 Southcenter Mall Client Westfield Permit No. D10 -020 RECEIVED Engineer Architect AUG 2 5 2010 Contractor BN Builders Field Data Concrete X Other Supplier Miles EVELO CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:15 M071 23920 5 68 75 Placement Area Location NORTH ENTRY OF SEAFOOD CITY. NO GRID LINES Remarks SAMPLED @ 10CY W/O WATER ADDED. SAMPLES CAST @ 1:15PM. W/C =.501. Inspector M. BUSH Reported Batch Data Design Actual Weights Weights Mix No. 01550 01550 Cem.lbs. 517 519 F. Ash lbs. C. agg. lbs. 1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 - Sand lbs. 1450 1548 Water lbs. 274 232 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 7/13/2010 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 1717 -1 7/19/2010 7 4.01 12.63 60020 4,750 1 DH 2 1717 -2 8/9/2010 28 1 1717 -3 8/9/2010 28 - 1 1717 -4 8/9/2010 28 1 1717 -5 H 1717 -6 1717 -7 1717 -7 Remarks Results Reviewed By Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming Codes for Break Types: ri 1: Cone 2: Cone & Split 3: Cone & Shear 4: `Shear 5: Columnar (Split) Measurement Unce ainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5/12/04 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced In any format without the wntten permission of the client and Krazan & Associates. 1111110 BEM maiimplum 26' -4 24' 4 PARTIAL EAST ELEVATION CQRr 24 WALL EXCEPTIONS 0 FURNISH AS CORRECTED EN 0 REVISE AND RESUBMIT 0 REJECTED 0 SUBMIT SPECIFIED ITEM This review was performed only for general con- formance with he design concept of the project ^� mpliance with information given n ac Documents. Modifications or com- ments made on the shop drawings during this re- view do not relieve contractor from compliance with the require rents of the plans and specifica- tions. Approval of a specific item does not include approval of the assembly of which the item is a component. Contractor is responsible for: dimen- sions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, ( sequences, and procedures of construction; coor- dination of the work of all other trades; and for perfor- ming all work it a safe and satisfactory manner. NADEL ARCH CT_!i C. Dam By vieflkatL- M uLw EN.) f0- GLft7/ f2'I/J7PImi -a-154 filciNi \Pefol ,e)\40 ‘1.4\ YIS PARTIAL NORTH ELEVATION Do o 01,10 SEAFOOD CITY www.pncglass.com O, J a0 DATE: 05/25/10 SHEET 1 OF 4 EAFOOD V AR KET L C IT • )PING -11" (V.I.F.) ). PRE —CAST COPING -B JV.I.F.) Y. PRE —CAST BAND - 5 " "V.I.F. ). BRICK RELIEF -6' (V.I.F.) ). BRICK RELIEF io m U ER P MOMJ0WeeeeV0NeeWe•MeWeWAW4W ateMWAV0AMWAY ). PRE —CAST COPING 6• w.LF.) ). PRE —CAST BAND -2" (i.I.F.) ). PRE —CAST MEDALLIONS -10" (V.I.F.) ). MASONRY O' -0" )FIN. FLR. bo 2" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2010 City of Tukwila BUILDING DIVISION FILE COPY ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS For Seafood City Supermarket 1368 Southcenter Boulevard Tukwila, Washington Architect 29407.00 gL0St ri (4 qtr,`' Nadel Architects 1990 South Bundy Drive, 4th Floor Los Angeles, CA 90025 (310) 826 -2100 ;EXPIRES t0 1 MAR 0 9 2010 REDM.T.EL 9420 Telstar Avenue, Suite 118, El Monte, California 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 Email: anf1688 @pacbell.net Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688@pacbellnet 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 i-RUc-TU L Cv0 p tO - °Z°) Jou No. By DATE SH. OF I , gEt, RiErViStii 6TO , MA) ikbarE. FooK TR, b, iot 2, st E WE 14 T} l A iie s 56AL . Fa--/ L 1 R ;UtS'1 t? To zoa6 5,e?(.. REv p-ewip J, 4 Mp7 6 To `' pect6C 9 470,151t Rzi=6,‘ s ..6Ee rapi-,-,rafe-t1Toe... To/ par Re d ,i a ai February 10, 2010 File No. 262010.005/00201 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Seafood City Exterior Work (D10 -020) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 2006 hlternational Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the structural engineer respond and resubmit two sets of the revised structural drawings and one copy of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Geotechnical No comments. Architectural No comments. Structural I , Structural special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1707. The following is a summary: a. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. Reid Middleton, Ire. 728 34to SIia ti SSA.J l.v 2I i' `!8204 h. 425 <4 1 3800 Fax 425 741-3900 Mr. Bob Benedicto, Building Official City of Tukwila February 10, 2010 File No. 262010.005/00201 Page 2 b. Structural welding of structural steel for single -pass fillet welds (maximum 5/16 -inch) and floor /roof deck welds: Periodic, see also Section 1704.3. c. Structural welding of structural steel, other than single -pass fillet welds (maximum 5/16-inch) and floor /roof deck welds, where applicable: Continuous, see also Section 1704.3. d. High- strength bolting of structural steel, where applicable: Periodic, see also Section 1704.3. 2. The seal, but not the signature, of the structural engineer of record appears on the structural drawings. Our understanding of the laws of the state of Washington is that the seal and signature are required on each sheet of the drawings. The drawings should be revised to be consistent with these laws and resubmitted for review. Refer to IBC Section 106.1. 3. Sheet STO specifies the governing building code as the 2007 IBC but the 2006 IBC is the governing building code in the city of Tukwila. Sheet STO should be revised and resubmitted for review. 4. In the section on design loads, Sheet STO, a basic seismic- force- resisting system consisting of special reinforced masonry shear walls and seismic design coefficients of R = 6, 0, = 2 -1/2 and C/ = 3 -1/2 are specified. Whether the system is a hearing wall system or a building frame system is not specified. The required coefficients for a building frame system, however, are R = 5-1/2,120= 2-1/2 and C, = 4, and for a bearing wall system, they are R = 5, 0, = 2-1/2 and C = 3 -1/2. The scope of work does not appear to substantially affect the existing seismic- force - resisting system, but the drawings should accurately reflect the seismic design criteria. The drawings should be revised to specify the required data or documentation should be submitted for the specified data. See IBC Sections 1603.1.5 and 1613.1, and Table 12.2 -1 of ASCE 7 -05. 5. For the design of the exterior wall frame systems, output from two Risa -3D analyses are included in the calculations, but not input, preventing our review. Input from the analyses should he submitted for review. Reid" ddIe on AN F & Associates MMW Mar 8, 2010 at 11:22 AM 29407seafoodcity-sign-MOLINS.r3d N4 N25 1:23 3 < co 117 N24 < r- cN 2 N5 N20 ANF & Associates MMW rc 3p Mar 8, 2010 at 11:23 AM 29407seafoodcity-sign-MOLINS.r3d Company : ANF & Associates Designer : MMW Job Number : Mar 8, 2010 11:20 AM Checked By: Joint Coordinates and Temperatures Label X rft Y rft Z rft Temp rF Detach From Diao... 1 N1 0 7 0 0 2 N2 0 15.33 0 0 3 N3 0 23.66 0 0 4 N4 0 31.99 0 0 5 N5 43.5 7 0 0 6 N6 43.5 31.99 0 0 7 N7 14.5 7 0 0 8 N8 29 7 0 0 9 N9 14.5 15.33 0 0 10 N10 14.5 23.66 0 0 11 N11 14.5 31.99 0 0 12 N12 29 15.33 0 0 13 N13 29 23.66 0 0 14 N14 29 31.99 0 0 15 N15 43.5 15.33 0 0 16 N16 43.5 23.66 0 0 17 N17 43.5 31.99 -3 0 18 N18 43.5 23.66 -3 0 19 N19 43.5 15.33 -3 0 20 N20 43.5 7 -3 0 21 N21 0 31.99 -3 0 22 N22 0 23.66 -3 0 23 N23 0 15.33 -3 0 24 N24 0 7 -3 0 25 N25 8.7 31.99 0 0 26 N26 17.4 31.99 0 0 27 N27 26.1 31.99 0 0 28 N28 34.8 31.99 0 0 29 N29 8.7 23.66 0 0 30 N30 17.4 23.66 0 0 31 N31 26.1 23.66 0 0 32 N32 34.8 23.66 0 0 33 N33 8.7 15.33 0 0 34 N34 17.4 15.33 0 0 35 N35 26.1 15.33 0 0 36 N36 34.8 15.33 0 0 37 N37 8.7 7 0 0 38 N38 17.4 7 0 0 39 N39 26.1 7 0 0 40 N40 34.8 7 0 0 RISA -3D Version 5.0d [C: \RISA3D\ 28407- seafoodcity\29407seafoodcity- sign- MOLINS.r3d] Page 1 Company : ANF & Associates Designer : MMW Job Number : Mar 8, 2010 11:21 AM Checked By: Joint Boundary Conditions Joint Label X fk/in Y fk/in Z fk/in X Rot.fk- ft/radl Y Rot.fk- ft/radl Z Rot.fk -ft/rad 1 N1 Reaction Reaction Reaction 1 Reaction Reaction Reaction 2 N5 Reaction Reaction Reaction Reaction Reaction Reaction 3 N10 Reaction 4 N13 Reaction 5 N9 Reaction 6 N12 Reaction 7 N7 Reaction Reaction 8 N8 Reaction Reaction 9 N11 Reaction 10 N14 Reaction 11 N3 Reaction 12 N2 Reaction 13 N4 Reaction 14 N6 Reaction 15 N16 Reaction 16 N15 Reaction RISA -3D Version 5.0d [C: \RISA3D\ 28407- seafoodcity\29407seafoodcity- sign- MOLINS.r3d] Page 2 Company : ANF & Associates - Designer : MMW Job Number : Mar 8, 2010 11:21 AM Checked By: Member Primary Data La K Joint Rotate(deal Section /Shape Design List Type Material Design Rules 1 M5 N1 N7 TU20X8X8 Tube Beam A500 46 Typica 2 M6 N7 N8 TU20X8X8 Tube Beam A500_46 A500 46 Typica Typica 3 M7 N8 N5 TU20X8X8 Tube Beam 4 M14 N2 N9 TU8X6X5 Tube Column A500 46 Typica Typica 5 M15 N9 N12 TU8X6X5 Tube Column A500 46 6 M16 N12 N15 TU8X6X5 Tube Column A500 46 Typica Tvpica 7 M17 N3 N10 TU8X6X5 Tube Column A500 46 8 M18 N10 N13 TU8X6X5 Tube Column A500 46 Typical Typical 9 M19 N13 N16 TU8X6X5 Tube Column A500 46 10 M20 N4 N11 TU8X6X5 Tube Column A500 46 Typical Typical 11 M21 N11 N14 TU8X6X5 Tube Column A500 46 12 M22 N14 N6 TU8X6X5 Tube Column A500 46 Typical Typical 13 M23 N4 N21 TU6X6X4 Tube Beam A500 46 14 M24 N3 N22 TU6X6X4 Tube Beam A500_46 A500 46 Typical Typical 15 M25 N2 N23 TU6X6X4 Tube Beam 16 M26 N1 N24 TU6X6X4 Tube Beam A500 46 Typical Typical 17 M27 N6 N17 TU6X6X4 Tube Beam A500 46 18 M28 N16 N18 TU6X6X4 Tube Beam A500_46 A500 46 Typical Typical 19 M29 N15 N19 TU6X6X4 Tube Beam 20 M30 N5 N20 TU6X6X4 Tube Beam A500 46 Typica Tvpica 21 M25A N25 N29 TU6X6X5 Tube Column A500 46 22 M26A N29 N33 TU6X6X5 Tube Column A500 46 Typica Tvpica 23 M27A N33 N37 TU6X6X5 Tube Column A500 46 24 M28B N26 N30 TU6X6X5 Tube Column A500 46 Typica Tvpica 25 M29B N30 N34 TU6X6X5 Tube Column A500 46 26 M3OB N34 N38 TU6X6X5 Tube Column A500 46 Typica Tvpica 27 M31 N27 N31 TU6X6X5 Tube Column A500 46 28 M32 N31 N35 TU6X6X5 Tube Column A500 46 Typica Tvpica 29 M33 N35 N39 TU6X6X5 Tube Column A500 46 30 M34 N28 N32 TU6X6X5 Tube Column A500_46 A500 46 Typica Tvpica 31 M35 N32 N36 TU6X6X5 Tube Column 32 M36 N36 N40 TU6X6X5 Tube Column A500 46 Tvpica re., 3p-S RISA -3D Version 5.0d [C: \RISA3D\ 28407- seafoodcity\29407seafoodcity- sign- MOLINS.r3d] Page 3 Loads: BLC 1, ti ANF & Associates MMW J vc Mar 8, 2010 at 11:26 AM 29407seafoodcity-sign-MOLINS.r3d Loads: BLC 2, wl ANF & Associates MMW 176 Mar 8, 2010 at 11:25 AM 29407seafoodcity- sign- MOLINS. r3d . Company : ANF & Associates Designer : MMW Job Number : Mar 8, 2010 11:22 AM Checked By: Member Distributed Loads (BLC 1 : tl) Member Label Direction Start Mao nitudefk/ft ,d..,End Maanitudefk/ft ,d... Start Location fft %1 End Location fft% 1 M14 Y -.15 -.15 0 0 2 M17 Y -.15 -.15 0 0 3 M18 Y -.15 -.15 0 0 4 M19 Y -.15 -.15 0 0 5 M16 Y -.15 -.15 0 0 6 M15 Y -.15 -.15 0 0 7 M5 Y -.15 -.15 0 0 8 M6 Y -.15 -.15 0 0 9 M7 Y -.15 -.15 0 0 10 M20 Y -.15 -.15 0 0 11 M21 Y -.15 -.15 0 0 12 M22 Y -.15 -.15 0 0 13 M5 Y -.1 -.1 0 0 14 M6 Y -.1 -.1 0 0 15 M7 Y -.1 -.1 0 0 16 M14 Y -.05 -.05 0 0 17 M15 Y -.05 -.05 0 0 18 M16 Y -.05 -.05 0 0 19 M17 Y -.05 -.05 0 0 20 M18 Y -.05 -.05 0 0 21 M19 Y -.05 -.05 0 0 22 M20 Y -.2 -.2 0 0 23 M21 Y -.2 -.2 0 0 24 M22 Y -.2 -.2 0 0 25 M27 Y -.2 -.2 0 0 26 M23 Y -.2 -.2 0. 0 27 M28 Y -.2 -.2 0 0 28 M29 Y -.2 -.2 0 0 29 M30 Y -.2 -.2 0 0 30 M24 Y -.2 -.2 0 0 31 M25 Y -.2 -.2 0 0 32 M26 Y -.2 -.2 0 0 RISA -3D Version 5.0d [C: \RISA3D\ 28407- seafoodcity\29407seafoodcity- sign- MOLINS.r3d] Page 4 Company : ANF & Associates • Designer : MMW Job Number : Mar 8, 2010 11:24 AM Checked By: Member Distributed Loads (BLC 2 : wl) Member Label Direction Start Magnitude[k/ft,d...End Maanitude(k/ft d... Start Locationtft. %1 End Locationjft ° 1 M14 Z -.25 -.25 0 0 2 M17 Z -.25 -.25 0 0 3 M18 Z -.25 -.25 0 0 4 M15 I Z -.25 -.25 0 0 5 M19 Z -.25 -.25 0 0 6 M16 Z -.25 -.25 0 0 7 M5 Z -.15 -.15 0 0 8 M6 Z -.15 -.15 0 0 9 M7 Z -.15 -.15 0 0 10 M20 Z -.15 -.15 0 0 11 M21 Z -.15 -.15 0 0 12 M22 Z -.15 -.15 0 0 13 M20 Z -.1 -.15 0 0 14 M21 Z -.1 -.15 0 0 15 M22 Z -.1 -.1 0 0 16 M5 Z -.1 -.1 0 0 17 M6 Z -.1 -.1 0 0 18 M7 Z -.1 -.1 0 0 19 M20 Z -.1 -.1 0 0 20 M21 Z -.1 -.1 0 0 21 M22 Z -.1 -.1 0 0 22 M21 Z -.05 -.05 0 0 23 M21 Z -.05 -.05 0 0 24 M20 Z -.05 -.05 0 0 25 M22 Z -.05 -.05 0 0 26 M22 Z -.05 -.05 0 0 27 M22 Z -.05 -.05 0 0 ft- 3 D`j 1 RISA -3D Version 5.0d [C:IRISA3D1 28407- seafoodcity129407seafoodcity- sign- MOLINS.r3d] Page 7 Company : ANF & Associates • Designer : MMW Job Number : Mar 8, 2010 11:22 AM Checked By: Load Combinations 1 Description SoIvePD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 tl +wl Yes 1 1 2 rc 3t+-1( RISA -3D Version 5.0d [C: \RISA3D\ 28407- seafoodcity\29407seafoodcity- sign- MOLINS.r3d] Page 6 Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 Consulting Structural Engineers E-mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 T-0( via-02i) Joe No. By DATE SH. OF 'wt; Rs-v15-rp 61-0 1Jtt? APITE, Fog, Tote 0,1 ic114 2 , E VE19161 Nit) le Folt,„ Abt., .314triers 5 . R.F.V19E17 -z,0 o +1 P riEfAlf14 444/ mo7 6 6. To trp toprod,roat_ eizowp C.Vrd5 P7.17. r 7- ut Wrt, q, OK 6E-E-- g6ViSEP PFTAx- 47/57:z kW, Po V7hiL '3Vvr2.. ALL H4411 Pv-il Foe 5P4Mie-- PAO EE REVISP P67A/ 1/67-2 AND RtvISTb 42,4 7 Apo UM( t7' 14, iv z71?c r r 5[1 citae6 rc- 1) Fc z Top p6 Tim( .6115iz- Pi5101 1 3 T° ® 3-0 STD. PIPE COL MIN. EI-LG 4 e 12x20.7 x0. -6-LG. AT 3-4 STD. PIPE LOC. ® (E)STEEL ROOF JOIST (N)A/C UNITS PER MANUF. 0 ADD NEW L2/42,1 4 EA. SIDE (.IF D>6-) ® (N) TS BEAM SEE PLAN ircaTAL, 1D1111TTP - 94- GATE JOB NO SliEET NUMBER 0 00-00-00 110 YA" 0,7,5j( 31.3,14IS A/C UNIT CURB DETAIL AT LOW ROOF H D. St181.0TTAL: 01-0440 4-1 77 0,1)15r- 2M H.D. SUBMITrAL: 02.00-10 O.D. SUBMIT/4_, 01-21-10 2M wet/12)11 P%i'?"1-Pdl)(t0C11$11.3 Sikgi >>;75" TS6.4. 0 1 /eTHYS. END PL. OD 30 5T0. PIPE COL MIN. 8 (-4-) 612.20 7.0.-6"LG AT 30 STD. PIPE LOC. (E)STEEL ROOF JOIST (11:1A/C UNITS PER MANUF. G') ADD NEW L24.1 /4 EA. SIDE (.IF 17>6") C.E0 (N) TS SEAM SEE PLAN t 6EE T5t1)(4>,Vlor A/C UNIT CURB DETAIL AT LOW ROOF 111 6 ezkit'i A 15+ H D. SUBMITTAL :01-04-10 B.D. SUBMITTAL: 01-21-10 2M H.D. SUBMITTAL 02-00-10 cA tu— 1)41— zo " U < Z • is < tij 2 ‘g RE,SIONS: zyroz:.ffsTrz, -L A A A • A • A • A 04Th 00-00-00 Jos so. 09293 00001 8140888 ST2 3 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E-mail: anf1688 @pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Seafood City Supermarket 1368 Southcenter Boulevard Olympia. Washington STRUCTURAL CALCULATIONS SHEET INDEX JOB No. 29407 BY DATE SH. OF 1. Seismic Information S -1 -- S -3 2. Hanging Ceiling Design H -1 - H -12 3. First Floor Slab Cut and Infill F -1 - F -6 4. New Mechanical Units Support M -1 - M -10 5. East Side Sign Design SG -1 SG -18 ANF (626) 448 -8182 Al\ F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers ant1688Qpacbellset 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 5gs1 Sldic z/✓fog fig Ti 0 Joe No. By DATE SH. OF Conterminous 48 States 9I 'F 4. %v 2005 ASCE 7 Standard Latitude = 47.4648 Longitude = - 122.2642 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.438 (Ss, Site Class B) 1.0 0.493 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4648 Longitude = - 122.2642 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.507 Period Sa (sec) (g) 0.2 1.438 (SMs, Site Class D) 1.0 0.743 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4648 Longitude = - 122.2642 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.507 4ns ®,157 Period Sa —._�. Lj.� �j".� (sec) ' 4171 =- 0.2' 0.959 . Ds, Site Class D) 1.0 0.495 D1, Site Class D) Lai - Long r inaer: 1 nis page neips you tiny Latitude and Longi... rage 1 of 1 ;SateUtte3igna�s How do I find my lat and long ? . What is my latitude and longitude ? Silverdale Fall City Nat; Bend 'Pov�erbe 1 •I.:akeland tea..... -d '{ l7rpvers ,:y TB5. ; Map data 02009 Gq,Q Latitude = 47.4648, Longitude = - 122.2642 Lat = 47 degrees, 27.9 minutes North Long = 122 degrees, 15.9 minutes West (Optional) Pointing angles to satellite orbit longitude 13 East Hotbird Latitude and Longitude You Don't Need a GPS 1? Nexus One by Google Shows Maps w/ Navigation & Street View. View Site Ads by Google Instructions to determine your latitude and longitude: Practice first. Put your mouse cursor near your location and double click or just drag the map. The map display will move so that the selected point is in the centre. The latitude and longitude of the centre of the map is then shown below the map. Or type the town, country, zip code or post code in the box below, for example: chicago 35035 paris france london CM2 ba r al are- adelaide- pages-- Itverp ml - Centre the map around 1368 southcenter blvd tukwila wa: Ignore the satellite pointing angles until you are familiar with finding your latitude longitude location. If you want dish pointing select the satellite and click the map afterwards. Possible problems with this page: Do page refresh if you do not see 6 square navigation boxes (north /south /west /east navigation and + /- on the left and 3 rectangular boxes at the top of the map. Firefox: If you get a "Warning - Unresponsive Script ", click "Continue ". It is OK and will take just a few more seconds to complete loading the map. If it takes ages to Toad check your browser caching is turned on. There may otherwise be multiple attempts to download all the map markers. I am reducing the number of my map markers as the basic satellite map database has more towns and cities added. SAT -NAV GPS from Amazon USA, prices in US dollars - //5��O7$gu(r /t1 o refine the acurac o o'ttt�l: nude and L� longitude, click on the plus sign p in the navigation boxes at the upper left side of the map. The scale will change so that you can home in accurately on your location. Repeat. Choose the Satellite or Hybrid map version to see the satellite photo image of the ground. You may left click your mouse and drag the satellite map. Next step: If you want satellite dish pointing, select the satellite at the lower left pull down menu box and click the map again (to recalculate the pointing angles) • Ads by Google Asia Map Driving Maps Map Finder Highway Map Free GPS Map Latitude is North - South ( up and down ! ). Longitude is West - East ( sideways !). Latitude is zero on the equator and positive in the northern hemisphere and negative in the southern hemisphere. Longitude is zero on the prime meridian - home of Greenwich Mean Time and is positive to the east, across Europe and Asia. Longitude is negative to the west, across the Atlantic and the Americas. Read about the history of latitude and longitude. Further explanation of latitude and Longitude from National Atlas (USA) Write down your lat/long location co- ordinates for future reference. Try comparing with your sat -nav GPS navigator tracker receiver position ?. 27th April 2006: GPS sat -nav map type display is now added. The whole map system has been upgraded to Version 2 which now includes detailed street maps for UK, France, Spain and Europe road maps with towns - even in Hungary, which suits me for my cycling holidays!. 6th June 2006: I have added satellite dish angle calculation. Its use is optional. Select the satellite you want to see and then doubleclick on the map. Go to maps to see an index page with a listing of all the map pages. Tell me if you want a page made for your country. Navigation links, to my satellite dish pointing angle calculator or to explanation of latitude SAT -NAV GPS and longitude from Amazon UK, Discussion forum for latitude longitude finder page Larger satellite photo image viewer for finding prices In GB pounds your home as seen from space http: / /www.satsig.net /maps /lat- long - finder.htm 1/18/2010 • ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688Qpacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 HA Atm, (i crt it/// I Jos No. By DATE SH. OF Tel: (626) 448-8182 ANF& ASSOCIATES Fax: (626) 448-8092 Consulting Structural Engineers E-mail: anf1688@pacbelimet 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 /104m4 eve. ov Joe No. By DATE S14. OF 17. 01151 Mer '-! /, 0 Oti)(1)40.5.7)0/1) • 01447 Rip Ft* A i), bp 0 A-6;4 1419 FP= "17a) p. UV, slgi Arg,t6 widvo 1-40 ANF (626) 448 -8182 A N F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail : anf1688Qpacbell net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 49/ Fort... vei rice L \AAP& 1 #)2,- 4 ` o Joe No. Br DATE SH. OF RsE CIToki CGar 1 EspIrgl L) 17Lid P WIP L tV MFG. SPEC. )R TRANS CLIP AFG. SPEC. NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/— TYPICAL CLG. CABANA SUPPORT 8 0 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. 0 GYP. BOARD SEE ARCH'L. O MAIN TEE BAR SEE ARCH'L. O CROSS TEE BAR SEE ARCH'L. 0 MAIN TEE SPLICE PER MFG. SPEC. NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/— NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS O CHANNEL MOLDING • ACOUSTICAL PANEL SEE ARCH'L. ® MAIN TEE BAR SEE / O GYP. BOARD SEE AR1 ® CROSS TEE BAR SEE ® 1 ax4x18GA METAL S O.C. W/ 2 — #8 SCRE (D TRANSITION CLIP PEF MFG. SPEC. ® 12GA. HANGER WIRE SPEC. SEE ARCH'L. NOTE: DETAIL SHOWS GENERAL ALL ADDITIONAL PARTS BE PER ARMSTRONG CE REQUIREMENTS AND SPI T -BAR CURVED CEILING 15 TYP T -BAR CEILING 9 TYP R MFG. ( #1O SCREW EA. FLANGE EACH STUD. TYP. ©(E) MTL. DECK W/ CONC. TOPPING (9 PL, 8 "x6 "x14GA. 024 "O.C. W/4 XALH32 TO (E) 7 1 9n rA UTI TRGr• w / ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 E-mail: anf1688@pacbell.net 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 4. JOB No. Bv DATE SH. OF , 5 - viz-0(4( sTer 2-0 ILI 4,x r AD v (--67 0 ofr& 41--,7 077(5k Pfkr-cr(0,, SUSPENDING FILING WIRE TOP CONN. DETAIL I19 126 WIRE TOP CONNECTION E DETAIL 19/- 0 ARMSTRONG DRYWALL GRID SYSTEM MAIN BEAM 0 ARMSTRONG DRYWALL GRID SYSTEM RADIUS CLIP 0 ARMSTRONG DRYWALL GRID SYSTEM CROSS TEE NOTE., DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS DETAIL 2' -O" N 4' -0" TYP DETAIL N6 ANF & ASSOCIATES Consulting Structural Engineers • 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E-mail: anti688@pacbell.net h1 a IANNEL MOLDING OUSTICAL PANEL SUSP CLG. E ARCH'L. IN TEE BAR SEE ARCH'L. BOARD SEE ARCH'L. ASS TEE BAR SEE ARCH'L. ■NSITION CLIP PER SPEC. ;A. HANGER WIRE PER MFG. :C. SEE ARCH'L. /8x6x18GA METAL STUD ® 16" O.C. _RE OCCURS SEE PLAN S NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- 3' -O" SEE ARCH'L. ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax (626) 448-8092 E-mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 oUfevr:: Joe No. By DATE SH. OF 1 is 7,7 1217, 5\ii>kt 371(s, r 7 i g V6t&tic".. oks° 6,041 41 -A- 17,1el,v-k.slo-' tz:14 Tor orivokurt..A.) 4/4T2 P /I 1 Yrn ?A° cic SEE STRUCTURAL FOR CONNECTION DETAILS ,o ''r 5r -1 r c 1 sry / e 14194 LIGHT FIXTURE, SEE ELECT. DWCS. 12" STEEL TRACK r 11' -0' FAF.F. Yj .0.5. �P STEEL STUD FRAMING PER STRUC'U.RAL %" GYPSUM BOARD, ITYP.) COLOR & FINISH PEP SCHEDULE 11' -0" r3 CEILING AT CONCOURSE REF: 6/A2.1 NHDEE RETMII Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.8262100 F. 310.826.0182 www.nadelarc.com Tel: (626) 448-8182 • AW &ASSOCIATES Fax: (626) 448-8092 Consulting Structural Engineers E-mail: anf1688@)pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 4 10, , P vt, t -4-- 1) 1/4•4•5.1 itska-11% I-10r Lo 7 C 60(2. 4, 401 Joe No. By DATE SH. OF cb&i4h1 (6 ,,1 v 4 S12/ II� I`�I II►a SEE STRUCTURAL F��I TION DETAILS 4 AX. ^ 11 W 2 -6' _y, (\•/+� ! AUGHT FIXTURE, \ I SEE ELECT. DWGS. STEEL STUD FRAMING AND III 1 I � BRACING, PER STRUCTURAL .1111.1111111111W�i 1' -11 1/2" 1 1/2' MIN. AIR GAP ilt® 10" STEEL TRACK 19' -0' A.F.F. F D.S. WIRE HANGERS. TYPICAL CONTINUE WALL FINISHES TO 6" ABOVE CEILING 131-6' A.F.F MAIN SALES CLG. LINE SUSPENDED CEILING. SEE A -2 0 W GYPSUM BOARD. (TYP.) COLOR & FINISH PER SCHEDULE %' GYPSUM BOARD, (TYP.) COLOR & FINISH PER SCHEDULE EStrE=REMG. DWGS. REFRIG. DISPLAY CASE, FURNISHED & INSTALLED BY OTHERS. COORDINATE W /REFRIG. CONTRACTOR 7' -0' A F_Q F.D.S. INF- FIN. FL R. v /T3 SUSPENDED WALL AT MAIN SALES AREA REF: 12/A2.1 4 11 Niv 19' -0' A.F.F. F.O.S. 1' -11 1/2" 1 1/2' MIN. AIR GAP SEE REFRIG. DWGS. P12' -6' PR0DUCE SALES A.F.F. CLG. LINE SUSPENDED CEILING. SEE A -2.0 LIGHT FIXTURE, SEE ELECT. DWGS. )4" PLYWOOD 10' STEEL TRACK 7' -0' A.F.F. F.D.S. STEEL STUD FRAMING PER STRUCTURAL 36" GYPSUM BOARD, (TYP.) COLOR & FINISH PER SCHEDULE FIN FLR. � • C W ff REVISIONS: 0A1E JOB NO f1/1FR NIpIBE Tel: (626) 448-8182 . ANT & ASSOCIATES Fax: (626) 448-8092 Consult E-mail: anf1688@)paebellmet in Structural En • eers 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 • Jos No Bv DATE SH. OF b 7/1 15011 it.(7 co/Vt c ok '76,6( • //(7 e<icefil f*/ A6.7 'cFJ 6,0K /X'0,6== 7t21- F2R -646,-.1 72 co, c=f .2=A (,1 3)(61)z -0■1'2-r)(1- C r (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448 -8092 E -mail: anf1688Qpacbell.net Consulting Structural Engineers 9420 Telater Avenue, Suite 118, El Monte, CA 91731 4,1 iiBmwo 511 4.500 f°K Tor id KM osT Its Joe No. By DATE SH. OF (.ENT °NLoe#K REAR. 4�IUMI affili5* %NW #4' OW) c 4 )'l L . , v �;-- E— W P IR- pmt. 0-5 D. i s. PAK, of %At. F4 LENTON LENTON® LOCK Mechanical Rebar Splicing System Features • Meets or exceeds major international building code and Department of Transportation requirements, including Caltrans' Ultimate Splice requirement, IBC ®, UBC® and ACI® 318 Type 2, DIN 1045, B58110, BNFL, and BS5400 • Uses standard rebar; requires no.bar -end preparation such as sawing or swaging — ideal for in -situ splices • Is smaller than other bolted splices currently available • Performs like a continuous piece of rebar • Works in repair, bent bar, retrofit, precast closure:_pour and new construction applications • Meets slip criteria of Tess than 0.10 mm (0.0039 in) • Provides superior fatigue performance • Works with a variety of standard US and international rebar grades • Installs quickly and easily using simple hand tools — does not require special skilled labor • Allows for simple visual inspection • Works as one -step transition on ASTM (in-lb) and metric rebar Patent no. 7,107,735 / 7,093,402. Additional patents in other countries. LENTON® LOCK, a new in -situ rebar splice from ERICO®, requires no bar -end preparation. It is ideal for new construction, repair or retrofit applications. The LENTON LOCK coupler features patented gripping technology that provides for the development of full rebar strength and improved overall structural integrity in tension, compression, stress - reversal and dynamic applications. This innovative mechanical rebar splice is designed for use in column splicing, bridge applications, piling, splicing to protruding dowels cast in concrete, closure pours, beams, chimney construction and other demanding splicing applications. LENTON LOCK couplers meet or exceed major international building codes and Department of Transportation (DOT) requirements, including Caltrans' Ultimate Splice requirement. LENTON LOCK couplers allow for easy and simple field installation since no bar -end preparation, sawing or swaging is necessary. The couplers can be installed with just a standard wrench or an impact wrench depending on coupler size. The bolt heads will shear off when proper installation tightness has been reached, which allows for completely visual inspection. LENTON LOCK works as a one -step transition on ASTM (in-lb) and metric rebar. For Canadian rebar sizes, contact ERICO for transition compatibility. The completed connection performs similar to a continuous piece of rebar. In testing, the couplers demonstrated less than 0.0039 in (0.10 mm) of slip. ERICO' LENTON® LENTON® LOCK Mechanical Rebar Splicing System Simple 1 -2 -3 Installation: 1) Insert the LENTON® LOCK coupler 3) Repeat steps 1 & 2 with the second over reinforcing bar 1. reinforcing bar on the other side of 2) Tighten bolts from the center to the coupler. the end to secure onto the first reinforcing bar. Product Specifications This cutaway shows LENTON LOCK's patented gripping techno logy on the inside of the coupler and patented round bolts on the outer edges of the coupler. dam Bolt Side view of coupler Reber Designation Coupler Part Number Leng h (L) ....: :. Outside Diameter in 1.1 (d) mm 29 In ; Diameter iz m 0.6 ide.; mm 15 Weight Ib 1.2 I kg f 0.6 Socket Size Average Torque All Bolts::: Number:' of Bolts: 1. .Inch Lb* - Metric* ' 10 Canada - Soft Metnc 10 LL12B1 m 5.0 mm 127 ; m 1/2 mm ft Ib N mn 13 150 205 6 #4 12 10 M 13 LL12B1 5.0 127 1.1 29 0.6 15 1.2 0.6 1/2 13 150 205 6 ,, • • ,, ' 1n �." J ... F•+- } 's m t. �rj t4.1,6.1 t1 '"`l.;t B 5; Vl�! 1 i. F 7t�i,'b, 9�vj 1 4�; 5,1t1 _w�35a� �� 7�� �i, f r'�..'�� 1 l *. ro Z'j:� -' t4 Q;�r� ! rW L:•'.f SYa l /Zy 3' S X �g 13'• "'1's...., f ,r}. , ` 4 " E7[0 .�Y }�w�ti.o � ,l +y;�A..;if 6; .� ,3 1.,:t . a+.u�a(N�i., •16' �' a � ;LC BS'. lfi Yi 1' 59 t' 4jr.,, rS9i e 3L 4.5 {t, axb'. /� l,s� : "daQ "� ,- t 2r•�' s tu, 0 9�„�a1 11:42'1,,,„" .,. r ,.t;^- r- +cY p13� ' 150z?. 1-',., „t . y,'�6� c f - 18 - - LL20B1 7.5 191 1,6 41 0.9 24 3.1 1.4 1/2 13 150 205 8 #6 20 20 M 19 LL20B1 7.�5a 191 1.6 41 0.9 24 3.1 1.4 1/2 13 150 205 8 #74 ' ?2� [�Y n r� ,�a<iS7 ��,/'�_� zr$• ' 1l:2 B F 14X('$'. /' '� Z? rk PIT,' ,,��,,''2 r�..�a+'�i�.`9 ��� r °`� t y>;�$�'' t . . S?�'a 1 c2.3;g'}p z< S�/ r. p;g;�. >n \ L" .'25 - r.r'ff'r , � � r3: ».�s „,1046`t .'t''•. 4Y S' ��pp���'� i•�'`"�;$at±',p.; #8 25 25 M 25 LL25B1 10.0 254 2.1 54 1.2 30 7.4 3.4 5/8 16 350 475 8 , #�, l' -1' .2 &ry r'�i 1.. f t? b;M�'y ..}- i r . 7 • x''19 .•lt � S-. i1 ;LL'[j881".ts 1 1f +3 } . f -.. U. i,...i 6.,•:28/' � 1 r 2 -,,i....` . • . r1• ` 60 ' i r hr1'7�� ,,, d ��t. b< � . ,� -. �46 �s�j t 'S r,,�% 't'C�, �!fiJ s �;° f i ` s' 5O.,- � +1 ', ,. `�4%',{�jry{e, ;'`�v10`��y� fi' i... ".tA:N.att:... w^.r+� ..ct 4A -,la a. IR.44 g,:l'I =F si r1!`rrr6 jF ' 111 r3x.,Z87�i 14486) '';/ x -�-�,1 4: 24`.u,,-6Ory .{ 7.fF ,• r....i yyd3t .e, P� r§ 4 ?� k.i� x ,,102i +,�s. .�n6.a °d`6t _ 1 5 /��;. ,. �r•rt16r �r2a 0 E ?E ,.d �. � !fie 4 f' .*a�iU �.i. ,- !• #10 32 - 32 LL32B1 12.7 323 2.6 65 1.5 38 13.1 5.9 13/16 21 500 680 8 NE 1;:.'4 i i :+4 3'i`nryktt „LL36 go.. , 14l1 :.358.,' y 1 2 8 , tr+ii72 zl. A a 4 J 1)731;1: 7 0 i ri: §/ 1 ?2' i5 . . e'. ra p Q +. , , = 111r" v 3G n 5'fvt AO j r ;LL368 14 35$.-. S"�Z , 4,' 2rt a45? . • "43,1 1:17'!31 A91, "MC 1`6 -Oil) t 550 ,E/sS 1i6ir - 38 - - LL40B1 15.7 400 3.1 80 1.9 47 24.0 10.9 13/16 21 580 790 12 - 40 - - LL40B1 15,7 400 3.1 80 1.9 47 24.0 10.9 13/16 21 580 790 12 NOTES * Works as one -step transition. • Dimensions shown in chart are typical. Bolt length may vary after the bolt heads are sheared off. • When using air impact wrench check the air pressure, torque rating and air flow requirements before starting installations. • Refer to installation instructions for information on DIN slip or Caltrans Ultimate Splice requirements. • Refer to complete installation instructions provided with the product or available at www.erico.com before commencing installation. WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at www.erico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death. ACI is a registered trademark of the American Concrete Institute. IBC is a registered trademark of the International Code Council. UBC is a registered trademark of the International Conference of Building Officials. Copyright C2009 ERICO International Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. www.erico.com ERICO® C8515-NAEN CI67LTO9NAFN 001WB9 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688Qpacbell.net 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 ■ vw7s A aR1e 8 I 2-P 00 KID k .1 vitootk tee‘liet 11 r f • ' , I I Iit)'--; ; 4 \ /0 1:., . C= \ L.L-:r.j * 3" DI.. TS6x4 STD. •IPE 1/4 TY ._. 11 I MI ( N I •-t :T:, '.1,: I ilt 1 1 ::, f'/K. ri 1 1 --*. -4 >, 0 -7.-- .--- - _ 7, , 7 1 7, r si ' I 1 _I 1_ ' -I' -"-- 1 ,r; 2 " • - A [---- w i ,........, 1 I _ \ 1 \ 1 -. 1 1 I I I / / / / est X . -'5., .._--- \ - cq -- Lii . /41%t flart 6 1 -3 - /110.44\ de-Whi AL, t ttevAi 7 m.o., : -- 1 -- LI --,... L.L...1 6N r-) .---. 1-"1 •_._,. 6 . 7 R V) __,. LO ti-th ft 4.4g" V:41V ...,..,1,„,,, ..,.......0 .. • , 1 --- ra — g _ .' I L I tee‘liet ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 E-mail: anf1688®pacbellma 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 For upo 6/3 Joe No By DATE SH. OF, s2o(?I'Xce09/t.,■41.7.e'-4,4...041:1" wto 7.)(3x ,15,1 A-Pi12_ etzio ur pood 0,g r (4-,5 ) 3 )4 04 -1,4 0 r 51,19 2 -1; = powAl 715 A Pop 0,0 r ti„„,, VI) ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstaf Ave., Suite 1 18, El Monte, CA 91731 Title : Dsgnr: Description : Scope: Job # Date: 7:57AM, 20 JAN 10 Rev: 580000 User: KW- 0600953, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 29407seafoodcity .ecw:Calculations Description new is beam for unit grid b General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : TS14X4X1/4 Center Span Left Cant. Right Cant Lu : Unbraced Length 32.00 ft 0.00 ft 0.00 ft 16.00 ft Fy 46.00ksi Pinned - Pinned Load Duration Factor 1.00 Bm Wt. Added to Loads Elastic Modulus 29,000.0ksi LL & ST Act Together Point Loads Note! Short Term Loads Are WIND Loads #1 #2 #3 #4 #5 #6 #7 Dead Load 0.340 0.340 0.340 0.340 k Live Load k Short Term 0.220 0.220 0.220 .0.220 k Location 9.000 13.000 17.000 21.000 ft Summary Using: TS14X4X1/4 section, Span = 32.00ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 16.00ft, LDF = 1.000 Actual Allowable Moment 17.226 k -ft 68.310 k -ft fb : Bending Stress 7.656 ksi 30.360 ksi fb / Fb 0.252: 1 Shear 1.657 k 64.400 k fv : Shear Stress 0.237 ksi 18.400 ksi fv / Fv 0.013: 1 Beam OK Short Term Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.556 in 992.9 : 1 691.0 : 1 Force & Stress Summary « -- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only a! Center Ca. Center @ Cants f Cants Max. M + 17.23 k -ft 11.92 17.23 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 1.66 k 1.19 1.66 k Shear @ Right 1.52 k 1.10 1.52 k Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ -0.556 in 0.000 in 0.000 in 0.000 ft -0.387 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.556 0.000 0.000 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 0.000 in Reaction @ Left 1.66 1.19 1.66 k Reaction @ Rt 1.52 1.10 1.52 k Fa calc'd per Eq. E2 -2, K`Ur > Cc Section Properties TS14X4X1/4 Depth 14.000 in Weight 29.18 #/ft Thickness 0.250 in Ixx 189.000 in4 Width 4.000 in Iyy 25.800 in4 Sxx 27.000 in3 Area 8.59 in2 Syy 12.900 in3 Rt 2.000 in R -xx 35.400 in Values for LRFD Design.... R -yy 1.730 in J 77.000 in4 Zx 4.690 in3 Zy 14.300 in3 Net ANF & ASSOCIATES Tel: (626)448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Tclstar Ave., Suite 118, El Monte, CA 9173I Title : Dsgnr: Description : Scope : Job # Date: 7:57AM, 20 JAN 10 I Rev: 580000 1 User: KW- 0600953, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design w Page 2 29407seatoodcity.ecw: Calculations Description new is beam for unit grid b Sketch & Diagram 0.56k .56k &56k 56k Rmax = 1.657k Vmax ® left = 1.657k 32ft Mmax= 17.2k -ft Dmax = - 0.556in Beudiiij Ielnlueuts Rmax = 1.517k Vmax ©n= 1.5'a, 6 Location (111 Location (111 Location fit) Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 E-mail: anf1688@pacbellmet Consulting Structural Engin 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 opitz( ) (If foreopom co deAsc.,, Qui a ,77;,-eird twe:: rittr ,„?4y, 4.,‘e 1st, 1,5K V• CAR( OUT 6 K € rAPA 6i )• /V, 61-7 -- =5\7,14— Vtr" ) JOB No. BY DATE SH. OF c. K ; 11 I>• 1 :.g I ' L ...- _:-.:-... • / I, .,....., '-r1 r•,.., - ......7 j I fir: -&--1 ris' — , 7, -o ...._. r- F. . :•• ,•-. AN nkszs% -,-. N.) w%.:rii 11 WO c.. 9 ........z.w. 1 1 ; ; 11 Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 -mail: Consulting Structural Engineers E anf1688(4)paebell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 0 1,coi7,10 •I 5t2 tz° - 6.11-6(k r t;\ D9 kw'? 1■2/ To 71415 Co L-- , a r_. 67(0L ft W tki) e JOB No Br DATE SH. OF Ctorile`' f. • tei,00y,dotel 754 'el t 'SC4 'Ix 8 1-43 iJ 443 tik1 (7rie, ,‘rj c,5t4 (11 ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626)448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 12:38PM, 20 JAN 10 Rev: 580000 User: KW- 0600953, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 29407seafoodcity .ecw:Calculations Description ts12x4x5/16 General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : TS12X4X5/16 Center Span Left Cant. Right Cant Lu : Unbraced Length 25.50 ft 0.00 ft 0.00 ft 0.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Fy 46.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Point Loads Note! Short Term Loads Are WIND Loads. Dead Load Live Load Short Term Location #1 #2 0.350 0.350 0.300 0.300 6.000 14.000 Summary #3 #4 #5 #6 #7 k k k ft Using: TS12X4X5/16 section, Span End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb /Fb Shear fv : Shear Stress fv / Fv = 25.50ft, Fy = 46.0ksi .00ft, LDF = 1.000 Actual Allowable 8.419 k -ft 64.515 k -ft 3.962 ksi 30.360 ksi 0.131 : 1 1.196 k 0.159 ksi 0.009: 1 69.000 k 18.400 ksi Beam OK Short Term Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.212 in 2,104.4: 1 1,445.9: 1 jForce & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl Left Cant Defl Right Cant Defl Maximum 8.42 k -ft 1.20 k 0.92 k -0.212 in 0.000 in 0.000 in ...Query Defl @ 0.000 ft Reaction @ Left 1.20 Reaction @ Rt 0.92 Fa calc'd per Eq. E2 -1, K *Ur < Cc Section Properties TS12X4X5/16 « -- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only a(7. Center @ Center A Cants (D. Cants 5.72 8.42 0.83 0.68 -0.145 0.000 0.000 0.000 0.83 0.68 0.000 0.000 0.000 0.000 1.20 0.92 -0 212 0.000 0.000 0.000 1.20 0.92 0 000 0.000 0.000 0.000 k -ft k -ft k -ft k -ft k k 0 000 in 0.000 in 0.000 in 0.000 in k k Depth 12.000 in Thickness 0.313 in Width 4.000 in 9.36 in2 2.000 in Values for LRFD Design.... J 76.900 in4 Area Rt Weight Ixx lyy Sxx Syy R -xx R -yy Zx Zy 31.79 #/ft 153.000 in4 26.600 in4 25.500 in3 13.300 in3 33.300 in 1.690 in 4.050 in3 15,100 in3 ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 12:38PM, 20 JAN 10 Rev: 580000 User: KW-0600953, Ver 5.8.0, 1- Dec -2003 I (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 2 29407seafoodcity .ecw:Calculations Description ts12x4x5/16 Sketch & Diagram S.65k O.65k Rmax = 1.196k Vmax left = 1.196k 25.5ff Mmax = 8.4k-ft Dmax = - 0212in t E u E 0 Beading l l iit uts Rmax = 0.915k Vmax ®rt = 0.9 Y, `a u L N MI° 0 Location fftl Location It) Location (ft) • 48'-5' thin .0. STEEL BM. 3 38'-9' (N)T.O. STEEL BM. .TS6x6x5).18 MN. 814.-4, TS8i8i5718-RTN7184. 1 -TsThr—cex87-teriRW—.4. A ••$,, 4844/18-,-* •A• kW STEEL BM. ICAvii4,8•41T14=8 T520x8x11.2-COMF (N)B.O. .v.1.117,741,11R010:. • .1- 277 7171 A 6 52'-6' r- .47-------TS5i8i57113 i I • , • —.1-. . . _ A%-.----158x8x51.16.RIN.-8M.--,- - - - .-- -- ---4-, - -,-,--•-• - f----- - 1 . T.O. COPING (E) T.O. COPING 44'-1' (E) T.O. COPING 26'-4' (E) T.D. COPING 0 (E) T.O. COPING (E) FIN. FLR. STELL FRAME ELEVATION AT WINDOW MOUNS 1 s5ALE 1/8=1.-0- I 2 I TS zaAti-g6 1 Houps orkAHE-, 732001 esults for LC 1, tl+wl ANF & Associates MMW an 19, 2010 at 3:44 PM 9407seafoodcity-sign-MOLINS.r3d 0 Loads: BLC 1, tl ANF & Associates MMW Jan 19, 2010 at 3:44 PM 29407seafoodcity- sign -MOL INS. r3d Loads: BLC 2, wl ANF & Associates MMW Jan 19, 2010 at 3:44 PM 29407seafoodcity- sign -MOLI NS. r3d Loads: BLC 3, ANF & Associates MMW -N20 N5 Jan 19, 2010 at 3:46 PM 29407seafoodcity- sign- MOLINS.r3d 1 Company : ANF & Associates Designer : MMW Job Number : Jan 19, 2010 3:46 PM Checked By: Joint Reactions (By Combination) LC Joint Label X MX fk -ftl 1 1 N1 .41 24.15 1.96 1.995 -4.957 158.918 2 1 N5 -.41 24.15 1.958 1.983 4.946 - 158.918 3 1 N10 0 0 4.114 0 0 0 4 1 N13 0 0 4.166 0 0 0 5 1 N9 0 0 3.647 0 0 0 6 1 N12 0 0 3.625 0 0 0 7 1 N7 1.13 0 3.674 0 0 0 8 1 N8 -1.13 0 3.672 0 0 0 9 1 N11 0 0 7.183 0 0 0 10 1 N14 0 0 8.035 0 0 0 11 1 N3 0 0 1.504 0 0 0 12 1 N2 0 0 1.304 0 0 0 13 1 N4 0 0 2.381 0 0 0 14 1 N6 0 0 2.868 0 0 0 15 1 N16 0 0 1.533 0 0 0 16 1 N15 0 0 1.301 0 0 0 17 1 Totals: 0 48.3 52.925 18 1 COG (ft): X: 21.75 Y: 20.62 Z: -.149 q7 RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 1 Company : ANF & Associates Designer : MMW Job Number : Jan 19, 2010 3:46 PM Checked By: Joint Deflections (By Combination) Joint Label X fin' dl Z Rotation frad 1 1 Ni 0 .. 0 _ ... 0 0 0 0 2 1 N2 0 -.449 0 - 1.691e -3 1.633e -3 3.396e -3 3 1 N3 0 -.415 0 - 1.481e -3 2.197e -3 3.01e -3 4 1 N4 0 -.595 0 - 1.815e -3 3.397e -3 4.969e -3 5 1 N5 0 0 0 0 0 0 6 1 N6 0 -.595 0 - 2.034e -3 - 4.032e -3 - 4.969e -3 7 1 N7 0 -.29 0 - 1.276e -4 - 1.875e -5 - 1.2e -3 8 1 N8 0 -.29 0 - 1.27e -4 1.837e -5 1.2e -3 9 1 N9 0 -.275 0 - 1.96e -4 = 3.683e -4 - 1.755e -3 10 1 N10 - 0 -.283 0 - 1.001e -4 - 7.592e -4 - 1.554e -3 11 1 N11 0 -.272 0 - 3.73e -4 - 1.044e -3 - 1.735e -3 12 1 N12 0 -.275 0 - 1.937e -4 3.621e-4 1.755e -3 13 1 N13 0 -.283 0 - 1.373e -4 8.066e -4 1.554e -3 14 1 N14 0 -.272 0 - 4.517e -4 1.311e-3 1.735e -3 15 1 N15 0 -.449 0 -1.691e-3 - 1.624e -3 - 3.396e -3 16 1 N16 0 -.415 0 - 1.613e -3 - 2.276e -3 - 3.01e -3 17 1 N17 .145 -.673 0 - 2.182e -3 - 4.032e -3 - 4.969e -3 18 1 N18 .082 -.477 0 -1.761e-3 - 2.276e -3 -3.01e-3 19 1 N19 .058 -.514 0 - 1.838e -3 - 1.624e -3 - 3.396e -3 20 1 N20 0 -.004 0 - 1.475e -4 0 0 21 1 N21 -.122 -.665 0 - 1.962e -3 3.397e -3 4.969e -3 22 1 N22 -.079 -.472 0 - - 1.628e -3 2.197e -3 3.01e-3 23 1 N23 -.058 -.514 0 - 1.839e -3 1.633e -3 3.396e -3 24 1 N24 0 -.004 0 - 1.475e -4 0 0 25 1 N25 0 -.195 -.145 - 7.074e -4 - 1.46e -3 7.768e -4 26 1 N26 0 -.323 0 - 2.058e -4 5.236e -4 - 1.007e -3 27 1 N27 0 -.323 .003 -2.141e-4 - 5.195e -4 1.007e -3 28 1 N28 0 -.195 -.172 -9.271e-4 1.711e-3 - 7.768e -4 29 1 N29 0 -.191 -.095 - 3.734e -4 - 9.57e -4 - 5.298e -5 30 1 N30 0 -.323 .004 3.648e -5 2.357e -4 - 5.472e -4 31 1 N31 0 -.323 .005 4.708e -5 -2.311e-4 5.472e -4 32 1 N32 0 -.191 -.1 -5.061e-4 9.969e -4 5.298e -5 33 1 N33 0 -.184 -.064 - 5.843e -4 - 7.106e -4 3.335e -4 34 1 N34 0 -.323 -.005 - 1.852e -6 3.762e -4 - 7.004e -4 35 1 N35 0 -.323 -.005 1.268e -6 - 3.759e -4 7.004e -4 36 1 N36 0 -.184 -.063 - 5.837e -4 7.089e -4 - 3.335e -4 37 1 N37 0 -.175 -.008 - 1.525e -4 - 5.999e -5 - 2.028e -3 38 1 N38 0 -.323 -.003 - 1.152e -4 9.26e -5 - 7.137e -4 39 1 N39 0 -.323 -.003 - 1.151e -4 - 9.266e -5 7.137e -4 40 1 N40 0 -.175 -.008 - 1.509e -4 5.99e -5 2.028e -3 RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 2 Company : ANF & Associates Designer : MMW Job Number : Jan 19, 2010 3:47 PM Checked By: Member ASD Steel Code Checks (BV Combination) LC Member Shape UC Max Locfftl Shear U... Locfft l Dir Fafksil Fti'ksil Fbyfksil Fbzlksil Cb Cmv Cmz E 1 1 M5 TU2OX8X8 .524 0 .069 0 y 22.473 27.6 27.6 30.36 2.044 .85 .85 H1 -2 2 1 M6 TU20X8X8 .169 0 .013 0 z 22.473 27.6 27.6 27.6 1 .85 .85 H1 -2 3 1 M7 TU20X8X8 TU8X6X5 .524 .359 14.5 8.76 .069 .048 14.5 8.76 y y 22.473 19.301 27.6 27.6 27.6 30.36 30.36 30.36 2.044 1 .85 .85 .85 .85 H1 -2 H1 -2 4 1 M14 5 1 M15 TU8X6X5 .212 2.87 .037 0 z 19.301 27.6 27.6 27.6 1 .85 .85 H1 -2 6 1 M16 TU8X6X5 .358 5.74 .048 5.74 y 19.301 27.6 30.36 30.36 1 .85 .85 H1 -2 7 1 M17 TU8X6X5 .369 8.609 .047 8.609 v 19.301 27.6 30.36 30.36 1 .85 .85 H1 -2 8 1 M18 TU8X6X5 .225 14.5 .037 14.5 z 19.301 27.6 27.6 27.6 1 .85 .85 H1 -2 9 1 M19 TU8X6X5 .375 5.891 .047 5.891 v 19.301 27.6 30.36 30.36 1 .85 .85 H1 -2 10 1 M20 TU8X6X5 .532 8.609 .065 14.5 z 19.301 27.6 30.36 30.36 1 .85 .85 H1 -2 11 1 M21 TU8X6X5 .329 14.5 .067 14.5 z 19.301 27.6 27.6 27.6 1 .85 .85 H2 -1 12 1 M22 TU8X6X5 .554 5.891 .077 0 z 19.301 27.6 30.36 30.36 1 .85 .85 H1 -2 13 1 M23 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 14 1 M24 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 15 1 M25 TU6X6X4 .035 0 .011 0 v 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 16 1 M26 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 17 1 M27 TU6X6X4 .035 0 .011 0 v 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 18. 1 M28 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30:36 30.36 1.75 .6 .85 H1 -2 19 1 M29 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 20 1 M30 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 21 1 M25A TU6X6X5 .140 0 .015 0 v 23.547 27.6 30.36 30.36 2.258 .676 .428 H1 -2 22 1 M26A TU6X6X5 .135 8.33 .007 0 z 23.547 27.6 30.36 30.36 2.134 .344 .466 H1 -2 23 1 M27A TU6X6X5 .350 8.33 .026 0 v 23.547 27.6 30.36 , 30.36 2.149 .422 .462 H1 -2 24 1 M28B TU6X6X5 .159 0 .019 0 y 23.547 27.6 30.36 30.36 2.3 .611 .274 H1 -2 25 1 M29B TU6X6X5 .123 8.33 .014 0 v 23.547 27.6 30.36 30.36 2.3 .267 .232 H1 -2 26 1 M30B TU6X6X5 .129 8.33 .017 0 y 23.547 27.6 30.36 30.36 2.3 .498 .203 H2 -1 27 1 M31 TU6X6X5 .164 0 .019 0 v 23.547 27.6 30.36 30.36 2.3 .52 .274 H1 -2 28 1 M32 TU6X6X5 .123 8.33 .014 0 y 23.547 27.6 30.36 30.36 2.3 .276 .232 H1 -2 29 1 M33 TU6X6X5 .129 .134 8.33 0 .017 .019 0 0 v y 23.547 23.547 27.6 27.6 30.36 30.36 30.36 30.36 2.3 2.253 .516 .906 .203 .428 H2 -1 H1 -2 30 1 M34 TU6X6X5 31 1 M35 TU6X6X5 .135 8.33 .008 0 z 23.547 27.6 30.36 30.36 2.134 .254 .466 H1 -2 32 1 M36 TU6X6X5 .350 8.33 .026 0 y 23.547 27.6 30.36 30.36 2.149 .427 .462 H1 -2 RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 3 • Company : ANF & Associates Designer : MMW Job Number : Jan 19,2010 3:47 PM Checked By: Member Primary Data J Joint K Joint Rotateldea Section /Shape Design List Material Design Rules 1 _M5 Ni N7 TU20X8X8 Tube Beam A500 46 Tvpica Typica Tvpica 2 M6 N7 N8 TU20X8X8 Tube Beam A500_46 A500 46 3 M7 N8 N5 TU20X8X8 Tube Beam 4 M14 N2 N9 TU8X6X5 Tube Column A500 46 Typica Tvpica Typica Tvpica Typica Typical 5 M15 N9 N12 TU8X6X5 Tube Column A500 46 6 M16 N12 N15 TU8X6X5 Tube Column A500 46 7 M17 N3 N10 TU8X6X5 Tube Column A500 46 8 M18 N10 N13 TU8X6X5 Tube Column A500 46 9 M19 N13 N16 TU8X6X5 Tube Column A500 46 10 M20 N4 N11 TU8X6X5 Tube Column A500 46 Typical Typical 11 M21 N11 N14 TU8X6X5 Tube Column A500 46 12 M22 N14 N6 TU8X6X5 Tube Column A500 46 Typical Typical 13 M23 N4 N21 TU6X6X4 Wide Flange Beam A500 46 14 M24 N3 N22 TU6X6X4 Wide Flange Beam A500 46 Typical Typical 15 M25 N2 N23 TU6X6X4 Wide Flange Beam A500 46 16 M26 Ni N24 TU6X6X4 Wide Flange Beam A500_46 A500 46 Typical Typical 17 M27 N6 N17 TU6X6X4 Wide Flange Beam 18 M28 N16 N18 TU6X6X4 Wide Flange Beam A500_46 A500-46 Typical Typical 19 M29 N15 N19 TU6X6X4 Wide Flange Beam 20 M30 N5 N20 TU6X6X4 Wide Flange Beam A500_46 A500 46 Typical Typical 21 M25A N25 N29 TU6X6X5 Tube Column 22 M26A N29 N33 TU6X6X5 Tube Column A500 46 Typical Typical 23 M27A N33 N37 TU6X6X5 Tube Column A500 46 24 M28B N26 N30 TU6X6X5 Tube Column A500_46 A500-46 Typical Typical 25 M29B N30 N34 TU6X6X5 Tube Column 26 M30B N34 N38 TU6X6X5 Tube Column A500 46 Typical Typical 27 M31 N27 N31 TU6X6X5 Tube Column A500 46 28 M32 N31 N35 TU6X6X5 Tube Column A500_46 Typical 29 M33 N35 N39 TU6X6X5 Tube Column A500 46 Typical 30 M34 N28 N32 TU6X6X5 Tube Column A500 46 Typical Typical 31 M35 N32 N36 TU6X6X5 Tube Column A500 46 32 M36 N36 N40 TU6X6X5 1 Tube Column A500 46 Typical 46i fo RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 4 3 (N)T.O. STEEL BM. 38'-9' (N)T.O. STEEL BM. 43'-0 "-4. I 4'-4" 14'-4' T58x6x5/18 RTN. BM. - - • • - -AT-4,-WALL-SUPPORT _T6X6x5411.3 RTN. (2N5)E1-.4' 0. STEEL BM. TS6x6x5/16 RTN. BM. BEHIND TO (E)1.4AIN ROOF -T51:1i8Z57, 1 B-RTNBIlit=i i • TCArArVit TL x 52'-6' TSBx13x5/16 RTN. BM. AT FITN,-V___SLIPPORT T.O. COPING 49'-II' 40, TSfr - (E) T.O. COPING 44'-1' (E) T.O. COPING .P . . . . ?. IS8x8x5/111 RTh._BM. 1 • pE8425(.Z6aNEOk ! .1 . -TS6i6irc571111RTN.-BM: L•• • • • - • • C Asex8x5/18IRTN-em.--i-- - 19.-4' A. • (E) T.O. COPING 1111111111 TT 26'-4' (E) T.O. COPING • . 0'-0' (E) FIN. FLR. WELL FRAME ELEVATION AT MAIN SUPPORT • I1/8"=i'—o" 1 1 -.3k/ft -13. 25 32 N38 N26 :N27 IN39 N18 Loads: BLC 1, ti Solution: Envelope ANF & Associates MMW N20 tNL 8 30 11\122 66-E titoi,o/s uolouy repot' fotce. rok Lorterr roP-Cr'' N24 Jan 18, 2010 at 7:10 AM 29407seafoodcity-sign-SUPPORT-.. Loads: BLC 2, wl Solution: Envelope ANF & Associates MMW Jan 18, 2010 at 7:10 AM 2 9407s e a fo od city- sign - SUPPORT -... • Company : ANF & Associates Designer : MMW Job Number : Jan 18, 2010 7:10 AM Checked By: Envelope Joint Reactions X „„ kl Y fkl Z rkl MY fk -ft l IcMZ fk -ftl 1 N18 max -.03 1 15.49 1 3.069 1 11.82 1 .155 1 .238 1 2 min -.03 1 15.49 1 3.069 1 11.82 1 .155 1 .238 1 3 N20 max .003 1 4.535 ! 1 3.681 1 0 1 0 1 0 1 4 min .003 1 4.535 1 3.681 1 0 1 0 1 0 1 5 N22 max -.003 1 4.535 1 3.683 1 0 1 0 1 0 1 6 min -.003 1 4.535 1 3.683 1 0 1 0 1 0 1 7 N24 max .03 1 15.49 1 3.42 1 13.482 1 -.15 1 -.238 1 8 min .03 1 15.49 1 3.42 1 13.482 1 -.15 1 -.238 1 9 N31 max .483 1 0 1 13.997 1 0 1 0 1 0 1 10 min .483 1 0 1 13.997 1 0 1 0 1 0 1 11 N25 max -.076 1 0 1 15.951 1 0 1 0 1 0 1 12 min -.076 1 0 1 15.951 1 0 1 0 1 0 1 13 N26 max .076 1 0 1 15.947 1 0 1 0 1 0 1 14 min .076 1 0 1 15.947 1 0 1 0 1 0 1 15 N34 max -.483 1 0 1 14.047 1 0 1 0 1 0 1 16 min -.483 1 0 1 14.047 1 0 1 0 1 0 1 17 Totals: max 0 1 40.05 1 73.796 1 18 min 0 1 40.05 1 73.796 1 z2 i RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- SUPPORT- COL.r3d] Page 1 • Company : ANF & Associates Designer : MMW Job Number : Jan 18, 2010 7:10 AM Checked By: Envelope ASD Steel Code Checks -v F... Fb z -z j... Cb Cm v Cmz ASD Ean 1 M23 HSS2OX4.. .304 8.312 1 .043 8.411 v 1 19.651 27.6 27.6 30.36 1 .546 .85 H1-2 2 M24 HSS2OX4... .307 8.312 1 .049 8.411 y 1 19.651 27.6 27.6 30.36 1 .553 .85 H1 -2 3 M25 HSS20X4... .307 8.312 1 .049 8.411 y 1 19.651 27.6 27.6 ; 30.36 1 .553 .85 H1-2 4 M26 HSS2OX4.. .304 8.312 1 .043 8.411 y 1 19.651 27.6 27.6 30.36 1 .546 .85 H1 -2 5 M27 TU6X6X5 .228 14.5 1 .042 14.5 y 1 18.823 27.6 27.6 27.6 1.....406 .85 H1 -2 6 M28 TU6X6X5 .209 0 1 .032 0 y 1 18.823 27.6 27.6 27.6 1 .983 .85 H1-2 7 M29 TU6X6X5 .228 0 1 .042 0 v 1 18.823 27.6 27.6 27.6 1 .. .404 .85 H1-2 8 M46 HSS2OX4.. .265 22.49 1 .031 0 y 1 6.304 27.6 27.6 27.6 1. -.386 .85 H1 -1 9 M47 HSS2OX4.. .248 0 1 .035 0 y y 1 1 6.304 6.304 27.6 27.6 27.6 27.6 27.6 27.6 1... 1.... .6 .6 .85 .85 H1-1 H1 -1 10 M48 HSS2OX4.. .248 0 1 .035 0 11 M49 HSS20X4.. .276 22.49 1 .031 0 y 1 6.304 27.6 27.6 27.6 1.....386 .85 H1 -1 RISA -3D Version 5.0d [C:\RISA3D\29407seafoodcity- sign- SUPPORT- COL.r3d] Page 2 Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 Consulting Structural Engin anf1688(gpaebelnet 9420 Te lstar Avenue, Suite 118, El Monte, CA 91731 CH6a-- \/V 32)j f1 fi r;;) 7 0-'r- V t ) I 3 — ,6; f As5.9)11 tot6 r-e 7,1cs 17_0 ficG [iv 14-1-6( 7.-- kjVt JOB No. Bv DATE SM. OF , 12-1-1(' >cto,7)- or4 ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 12:45PM, 20 JAN 10 Rev: 580000 User: KW- 0600953, Ver 5.8,0, 1- Dec -2003 I (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 29407seatoodcity.ecw: Calculations Description CHECK E BEAM W BRICK 'General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W36X135 Center Span Left Cant. Right Cant Lu : Unbraced Length 43.00 ft 8.50 ft 8.50 ft 0.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Fy 36.O0ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi Distributed Loads Note! Short Term Loads Are WIND Loads DL LL ST Start Location End Location #1 1.620 0.450 -8.500 51.500 Summary #2 0.880 0.150 -8.500 51.500 #3 #4 #5 #6 #7 k/ft k/ft k/ft ft ft Using: W36X135 section, Span = End Fixity = Pinned - Pinned, Lu = Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv / Fv 43.00ft, Fy = 36.0ksi, Left Cant. = 8.50ft, Right Cant. = 8.50ft 0.00ft, LDF = 1.000 Actual Allowable 652.447 k -ft 869.220 k -ft 17.835 ksi 23.760 ksi 0.751 : 1 69.549 k 3.261 ksi 0.226: 1 307.152 k 14.400 ksi Beam OK Static Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.932 in 466.5 : 1 363.8 : 1 Force & Stress Summary Max. M + Max. M.- Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt «- These columns are Dead + Live Load placed LL +ST LL as Center (a. Cants 492.10 - 116.86 - 116.86 - 116.86 56.65 56.65 DL LL Maximum Only C? Center 652.45 k -ft 513.78 652.45 -95.18 -95.18 -95.18 -95.18 -95.18 -95.18 69.55 k 56.65 69.55 69.55 k 56.65 69.55 -0.932 in -0.728 -0.932 0.555 in 0.417 0.555 0.561 in 0.437 0.561 0.000 ft 0.000 0.000 97.55 79.05 91.95 97.55 79.05 91.95 Fa calc'd per Eq. E2 -1, K *L/r < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy -0.932 0.555 0.561 0.000 91.95 91.95 -0.690 0.384 0.403 0.000 84.15 84.15 as noted -» LL +ST (ai Cants -0.690 0.384 0.403 k -ft k -ft k -ft k -ft k k in in in 0.000 in 84.15 k 84.15 k Od ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 1 18, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 12:45PM, 20 JAN 10 Rev: 580000 User. KW -0600953, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 2 29407seafoodcity.ecw: Calculations Description CHECK E BEAM W BRICK j Section Properties W36X135 Depth 35.550 in Weight 134.85 #/ft Web Thick 0.600 in Ixx 7,800.000 in4 Width 11.950 in Iyy 225.000 in4 Flange Thick 0.790 in Sxx 439.000 in3 Area 39.70 in2 Syy 37.700 in3 Rt 2.930 in R -xx 14.000 in R -yy 2.380 in Values for LRFD Design.... J 7.000 in4 Cw 68,000.00 in6 Zx Zy K 509.000 in3 59.700 in3 1.540 in Sketch & Diagram 2 07k/ft 1�dJl lllll ll�l1 1111111111111l1l1;��!!!!!l11111 103146 8 5ftO 438 Mmax = 652 4101 Dmax = .0.932 n Mmax left = 118.86k -ft Rmax = 97.549k Vmax ® left = 89.549k Dell i left end = - 0.5549in ♦ j 8 58 41 73 . 27 87 . 1791: 0.0 Mmax ® right = 118.88k -0 `o .13.91 Rmax = 97.549k ° 27 82 Vmax ta A = 69 5491 852.45 570.05' 507.48 434.08 .382.47 -289.98 -. -- .___ -__ 117,48 1 ?144.99 ..... 1 72.40 ; - i 0.0 -95.18 Beudiiij ii4111ei1Ps 80.55 , 55.54 - - - - -- Del @ right end = - 0.5607in -53.84 - 00.33 ❑: Be•1111 Slle•ll 1 I i 11.81 17.83 23.88 .88 20.88 33.90 11.03 17.95 53.88 80.0 Location (al I 4- 5.78 11.81 17.83 2128 20 ee Location (ft) 3590 11 03 1795 _i 5398 000 (?( ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 12:45PM, 20 JAN 10 Rev: 580000 User KW-0600953, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Steel Beam Design Page 2 29407seafoodcity.acw:Calculations Description CHECK E BEAM W BRICK Section Properties W36X135 Depth 35.550 in Weight Web Thick 0.600 in Ixx Width 11.950 in Iyy Flange Thick 0.790 in Sxx Area 39.70 in2 Syy Rt 2.930 in R-xx R-yy Values for LRFD Design.... J Cw 7.000 in4 68,000.00 in6 Zx Zy K 134.85 #/ft 7,800.000 in4 225.000 in4 439.000 in3 37.700 in3 14.000 in 2.380 in 509.000 in3 59.700 in3 1.540 in Sketch & Diagram 8.56 4311 Mmax = 652 41,6 Dmax = .0.932in 8 5ft 207615 103.fi a Mmax © left = 116.86k-ft Minax @ right = 116.86k-ft Rmax = 97.549k Rmax = 975491, 2.27.82 Vmax @ left = 69.5406 Deft @ left end = -0.5549in Vrnax @ rt = 69 549k Defl @ dght end = -0.5607in .5,5,..54,5 . . . . . .1 I...... I,. . Be 41,. c§ise..11 .78 11.81 17.83 2.85 29.88 35.00 Location (ft) 070.00: 507A6 434.08 ;. ,-352 47 - '-217.48 9144.00 72.46 i° 0.0 -05 18 .8 078 11.81 86111141) lyl.siiients 1 60.55 05134 41 73 17 81, 13021. .".444i4 17.83 23 .88 20.88 Location all 35.00 41.93 47.05 53.98 80.0 • 0.42 0.28 0 0 ; -0.15 •i •0A7 -0.78 6.83 Defleclion 41.93 47.25 • ; 56.08 6b.0 5.78 11.01 17.83 2368 20.88 35.90 41.93 47.05 56.08 80.0 Location lftl 08 -01 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director BILL BEEBE NADEL ARCHITECTS 1990 S BUNDY DR 4TH FLOOR 90025 RE: Permit No. D10 -020 1368 SOUTHCENTER MALL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/11/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/11/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D10 -020 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 10 -01 -2010 Department of Community Development BILL BEEBE NADEL ARCHITECTS 1990 S BUNDY DR 4TH FLOOR 90025 RE: Permit No. D10 -020 1368 SOUTHCENTER MALL TUKW Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/21/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206- 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 11/21/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, l Bill Rambo Permit Technician File: Permit File No. DI0 -020 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tilton Pacific Construction, Inc, (CA Lic #488531 — NV Lic #38814) 4150 Citrus Ave.() Rocklin, CA 95677 0 (916) 630 -7200 0 Fx (916) 630 -3999 0 Estim Fx (916) 630 -4982 www.tIltonoaelf1c.com integrity - Commitment - Results - "A Foundation to Build On" VIA FACSIMILE June 18, 2010 Ms. Brenda Holt City of Tukwila, Building Division 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Re: Seafood City Marketplace, Tukwila Permit D10 -020 TPC Job #1008 Dear Ms Holt: As we discussed in our meeting on Wednesday, June 16th, the Permit #D10 -020 was issued to Tilton Pacific Construction in error. BNB is the contractor performing the work, please move the permit to them. All the work shown on sheet A 4.0 detail 1. East elevation and detailed on sheet A5.0 is TPC work covered on permit #D10 -022 that we are currently working under. Thanks for your assistance, if you have any questions please feel free to call. Sincerely, )a&v(s6r"- Debi Hertz Senior Project Manager cc: Alan Reeves, Project Supt. Pat Burns - Westfield Rey Lacson- Seafood City RECEIVED CITY OF TUKWILA JUN 21 2010 PERMIT CENTER • • Joanna Spencer Public Works Department City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -2440 Please consider the following responses provided to satisfy the comments made for plan check # D10 -020 In reference to Seafood City — Exterior /Site Work located at 1368 Southcenter Mall Tukwila, WA 98188. Response to Comment: Removed civil site from permit (Westfield will be performing work under separate public works permit), Added detailed landscape renovation drawings. No change to building valuation. Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File CORRECTION to' ozo RECEIVED APR 21 2010 PERMIT CENTER • • Moira Carr Bradshaw Planning Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3651 Please consider the following responses provided to satisfy the comments made for plan check # D10 -020 In reference to Seafood City — Exterior /Site Work located at 1368 Southcenter Mall Tukwila, WA 98188. Response to Comment: Please refer to landscape drawings that has been included in this submittal; sheet AR -1.1 has been revised — indicated new handicap accessible ramp at Northeast corner of building; sheets A -4.0 and E -1 has been revised to show correct lighting specification; A -5.0 has been revised to reflect correct cornice profiles and provided column and alucobond seaming details. Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File CORREcpOh19 LTR# l� Duo - 010 RECEIVED APR 212010 ?ERMIT CENTER i 1 Aril 14, 2010 0 City f Tu ila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Bill Beebe Nadel 1990 S Bundy Dr, 4th Los Angles, CA 90025 RE: Correction Letter #2 Development Permit Application Number D10 -020 Seafood City Market - Exterior —1368 Southcenter Mall Dear Mr. Beebe, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning, and Public Works Departments. At this time the Building and Fire Departments have no comments. Planning Department: Moira Carr Bradshaw at 206 461 -3651 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, fifer Marshall it Technician encl File No. D10 -020 W:\Perrnit Center \Correction Letters\2010\D10 -020 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • PLANNING DIVISION COMMENTS Date: 7 April 2010 From: Moira Carr Bradshaw Subject:D10 -020 Seafood City Exterior Improvements Plan set is missing the landscape plans. Please revise landscape plans to comply with conditions of the minor modification letter. The scale of the demolition plans makes it difficult to see the impact to the existing trees around the building. The permit will be conditioned to require retention of all the trees or replace if necessary and restoration of any planting areas. Please modify sheets AR -1.1 to show a revised location for the curb ramp A4.0 & E -1 — to show correct lighting specification A 5.0 to show correct cornice profiles and specific alucobond seaming on columns. Please be aware that the City has not reviewed the size of any proposed signage — a separate sign permit is required. One sign will be allowed and must meet the sign standard. H: \WEA phase 2 \Seafood City\D10 -020 Exterior site improvements #2.doc • • PUBLIC WORKS DEPARTMENT COMMENTS DATE: April 14, 2010 PROJECT: Seafood City Exterior /Site Work 1370 Southcenter Mall PERMIT NO: D10-020 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Per April 14, 2010 Public Works meeting with the Mall /SeaFood City representatives and their civil engineer it was agreed that the building shell work can be separated from the outside utilities /site work. Please submit project exterior /site work under a separate Public Works Construction Type C Permit and include a cost estimate per PW Bulletin A -1,2. H: Joanna/D10 -020a • • Allen Johannessen Building Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # D10 -020 In reference to Seafood City — Exterior /Site Work located at 1368 Southcenter Mall Tukwila, WA 98188. Response to Comment #1: See updated sheet A -1.0 and #6/A -4.0 for south mall entrance scope of work. Response to Comment #2: See revised structural drawings, removed structural drawing sheets not related to scope of work from this submittal. Response to Comment #3: See sheet T1.0, architects' disclaimer note has been removed from sheet index. Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File CORRECTION Duo - oza RECEIVED MAR 312010 PERMIT CENTER • • Joanna Spencer Public Works Department City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # D10 -020 In reference to Seafood City — Exterior /Site Work located at 1368 Southcenter Mall Tukwila, WA 98188. Response to Comment #1, 2 & 3: See civil drawing sheets D -1.0, C -3.0 & C -5.0 — civil drawing replaces sheet AR -1.2 Response to Comment #5 & 6: See attached completed Traffic Concurrency Test Application form. Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File CORRECTION D(OO2O RECEIVED MAR 312010 PERMIT CENTER v • , Jim Haggerton, Mayor arch 17, 2010 Department of Community ;►levelopment Jack Pace, Director Bill Beebe Nadel 1990 S Bundy Dr, 4th Los Angles, CA 90025 RE: Correction Letter #1 Development Permit Application Number D10 -020 Seafood City Market - Exterior —1368 Southcenter Mall Dear Mr. Beebe, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning, and Public Works Departments. At this time the Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Planning Department: Moira Carr Bradshaw at 206 461 -3651 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, encl File No. D10 -020 W:\Perrnit Center \Correction Letters \2010010-020 Correction Letter #1.DOC fer Marshall it Technician 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: February 19, 2010 Project Name: Seafood City - Exterior /Site Work Permit #: D10 -020 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Part of the scope of work indicated includes the "South Mall Entrance ". However the plans do not clearly show details for the South Mall Entrance work. Please provide the plan details that include that portion of the scope of work indicated. Highlight or cloud all areas of work and details that specifically reflect the intended scope of work for this permit only. Provide only the sheets and details for this scope of work. Include specific details and material specks for the "Glass Elements" indicated. 2. In addition to item #1), the engineering calculations and details provided are mingled with work for all the different tenant improvements. In an effort to eliminate a lot of confusion for the plan review as well as field inspections, please provide only the engineering and details that relate to this specific scope of work and cross out or eliminate that which is not part of this scope of work or highlight and/or cloud the areas that are relative to this specific permit, on the plans details and calculations. 3. Remove the architect's disclaimer note indicated below the "Sheet Index" on this and all other plan cover sheets. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • PLANNING DIVISION COMMENTS From: Moira Carr Bradshaw Subject: D10 -020 Seafood City Exterior Improvements The modification to the exterior of the former Mervyn's building requires administrative design review approval of a minor modification. The review and approval process is not complete. This permit cannot be approved by the Planning Division until the administrative design review is complete. H: \WEA phase 2\Seafood City\D10 -020 Exterior site improvements.doc r PROJECT: PERMIT NO: • • PUBLIC WORKS DEPARTMENT COMMENTS Seafood City Exterior /Site Work 1370 Southcenter Mall D10-020 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Submit the grease interceptors sizing calculations and label the size of each interceptor on plan including tenant names the grease interceptor serves. 2) Site Utility plan shall be prepared, signed and stamped by a licensed Washington State civil engineer. A clean out shall be provided at 100 foot intervals along the sewer lines and at all vertical or horizontal bends of 90 degrees or greater. Include attached City of Tukwila Clean -Out Detail SS -03. 3) Minimum size of sewer lines for a commercial building shall be 6 ". Show new pipes grades, slopes, lengths and invert elevations. Show vertical clearance between the proposed lines and existing pipes to avoid conflict. 4) Submit construction cost estimate for the site work, in order to determine Public Works permit fee. See attached PW Bulletin A -1, -2. 5) Fill out the attached Traffic Concurrency Test Application form and spell out each tenant use and square footage of leased space. Application fee will be determined after review is completed. 6) This project is subject to Traffic Impact fees, which will be determined by PW Senior Traffic Engineer after the Traffic Concurrency Test Application is submitted. H: Joanna/D I 0-020 Reid iddleton March 18, 2010 File No. 262010.005/00202 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Seafood City Exterior Work (D 10 -020) Dear Mr. Benedicto: CAISCOM effy OF TI ItII,.A MAR 19 2010 PERMIT CENTER We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Individual revised structural sheets were submitted in response to our initial plan review;r�`' and inserted into the original drawing set. The other sets of drawings should be reconciled in preparation for permit issuance and two copies of each sheet are enclosed to facilitate the process. These revised sheets are: STO, S1.0, S2.0, S3.0, and S4.0. Structural special inspections by qualified special inspectors should be provided. following is a summary: 1. Fabrication and erection of structural steel: Periodic. 2. Structural welding of structural steel for single -pass fillet welds (maximum 5/16 -inch) and floor /roof deck welds: Periodic. 3. Structural welding of structural steel, other than single -pass fillet welds (maximum 5/16 -inch) and floor /roof deck welds, where applicable: Continuous. 4. High - strength bolting of structural steel, where applicable: Periodic. Enclosed are one set of the revised drawings, two sets of the revised structural sheets, two sets of the structural calculations, and correspondence from the structural engineer for your records. We are retaining one set of the structural calculations and geotechnical report for our reference. If you have any questions or need additional clarification, please contact us. Sincerely, Reid 'd ton, Inc. Philip: razil, P.E., Seni t Engineer Enclosures cc: Bill Beebe, Nadel Architects (by e -mail) Michael Wang, ANF (by e -mail) Brenda Holt, City of Tukwila (by e -mail) knb\ doc\ 26\ planrevw \tukwila \10 \t002r2.doc \prb Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Tel: (626) 448 -8182 A F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail : ant1688@pacbell.net 9420 Teletar Avenue, Suite 118, El Monte, CA 91731 • Joe No. By DATE SH. OF CF0K. p 10-020) 661, Rs-vwEi) 5T0 Aot) FoK Pt, tb • ic 314 2 . s & . WEILAMI 1010 WT 566. F1., /LA - REv o T° ' :o a ;eaG 4, jW t v p 4I4w- 1-. 0 / A7E. 6 `' pe c-cht. 9; , 4l.51 t cat 6Eg. rapi.-,__r631)-- I'Fo lov prr s yo 9 2010 • • Reid iddleton February 10, 2010 File No. 262010.005/00201 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Seafood City Exterior Work (D10 -020) Dear Mr. Benedicto: FEB 11 2010 uEVELQP d,Ei T We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the structural engineer respond and resubmit two sets of the revised structural drawings and one copy of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Geotechnical No comments. Architectural No comments. Structural 1. Structural special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1707. The following is a summary: a. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 • • Mr. Bob Benedicto, Building Official City of Tukwila February 10, 2010 File No. 262010.005/00201 Page 2 b. Structural welding of structural steel for single -pass fillet welds (maximum 5/16 -inch) and floor /roof deck welds: Periodic, see also Section 1704.3. c. Structural welding of structural steel, other than single -pass fillet welds (maximum 5/16 -inch) and floor /roof deck welds, where applicable: Continuous, see also Section 1704.3. d. High - strength bolting of structural steel, where applicable: Periodic, see also Section 1704.3. 2. The seal, but not the signature, of the structural engineer of record appears on the structural drawings. Our understanding of the laws of the state of Washington is that the seal and signature are required on each sheet of the drawings. The drawings should be revised to be consistent with these laws and resubmitted for review. Refer to IBC Section 106.1. 3. Sheet STO specifies the governing building code as the 2007 IBC but the 2006 IBC is the governing building code in the city of Tukwila. Sheet STO should be revised and resubmitted for review. 4. In the section on design loads, Sheet STO, a basic seismic - force - resisting system consisting of special reinforced masonry shear walls and seismic design coefficients of R = 6, 0, = 2 -1/2 and Cd = 3 -1/2 are specified. Whether the system is a bearing wall system or a building frame system is not specified. The required coefficients for a building frame system, however, are R = 5-1/2, Q0 = 2-1/2 and Cd = 4, and for a bearing wall system, they are R = 5, 0, = 2-1/2 and Cd = 3-1/2. The scope of work does not appear to substantially affect the existing seismic - force - resisting system, but the drawings should accurately reflect the seismic design criteria. The drawings should be revised to specify the required data or documentation should be submitted for the specified data. See IBC Sections 1603.1.5 and 1613.1, and Table 12.2 -1 of ASCE 7 -05. 5. For the design of the exterior wall frame systems, output from two Risa -3D analyses are included in the calculations, but not input, preventing our review. Input from the analyses should be submitted for review. Reid iddleton • • Mr. Bob Benedicto, Building Official City of Tukwila February 10, 2010 File No. 262010.005/00201 Page 3 Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middle on, Inc. /0411r--, Philip Br/ il, P.E., S.E. Senior Engineer cc: Bill Beebe, Nadel Architects (by e -mail) Michael Wang, ANF (by e-mail) Brenda Holt, City of Tukwila (by e -mail) knb \plan review \tukwila \10 \t002r1.doc \prb Reid iddleton • CitycifTuAvlla Jim Haggerton, Mayor Department of Community i' evelopment Jack Pace, Director January 29, 2010 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Seafood City Exterior Work - D10 -020 1368 Southcenter Mall Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2006 International Building Code. If you should have any questions, please feel free to contact Brenda Holt at (206)431 -3672. Sincerely, :(10 aA4S-0 Bill Rambo Permit Technician encl xc: Permit File No. D10 -020 W:\Perrnit Center \Structural Review 010-020 Structural Review.DOC Page 1 of 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 °PER IT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -020 DATE: 04/27/10 PROJECT NAME: SEAFOOD CITY - EXTERIOR SITE ADDRESS: 1368 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 2 BEFORE Permit Issued //D��--EPARTMENTS: � � 0 ' ding Dwisl n JJ�Pub is Works AM N)JA- Fire Preven on Structural 445 Aii) II° Planning Division I� nPermit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 04/29/10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/27/10 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • PY �ysC i. PLAN VI /ROUTING SLIP ACTIVITY NUMBER: D10 -020 DATE: 04 -21 -10 PROJECT NAME: SEAFOOD CITY - EXTERIOR/SITE WORK SITE ADDRESS: 1368 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ X Revision # 1_ Before Permit Issued DEPARTMENTS: Bll Id�ng Division Public Works ;ttivr"0 `0 Fire Prevention Structural kiet, O4 Z-1 Planning Division my ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04 -22 -10 Not Applicable Comments: Permit. Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -20 -10 Approved ❑ Approved with Conditions XI Not Approved (attach comments) ( l Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • PE ,. f s r y { 4'�iY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -020 DATE: 04 -21 -10 PROJECT NAME: SEAFOOD CITY - EXTERIOR/SITE WORK SITE ADDRESS: 1368 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division_, is W rks p� , Fire Prevention Structural n d,,�,� MiG �.2 Harming Division Permit Coordinator MI DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04 -22 -10 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Structural Review Required REVIEWER'S NITIALS: Please Route ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions DUE DATE: 05-20 -10 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing stip.doc 2 -28 -02 lop E T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -020 DATE: 03 -31 -10 PROJECT NAME: SEAFOOD CITY - EXTERIOR/SITE WORK SITE ADDRESS: 1368 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPAR MENTS: ilding i ision L Public Works Fire Prevention Structural dtvAJ Planning Division MB ❑ Permit Coordinator ['ll DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -01 -10 Complete K Incomplete ❑ Comments: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 04 -29-10 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 0141V-qt. 0 Departments issued corrections: Bldg ❑ Fire ❑ PIng1 PW Staff Initials: Documents/routing slip.doc 2 -28 -02 � PERMIT COORD COPY4 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -020 DATE: 01 -26 -10 PROJECT NAME: SEAFOOD CITY - EXTERIOR /SITE WORK SITE ADDRESS: 1370 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued EPART ENT;: bet/1i r O' �``1'(v Bui ding eivisio I & I1-to Public Works • \;t Fire Prevention Structural Pning i lan vision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01-28-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route ar Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-5-10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: 7777� REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: fl to Bldg Fire Ping PW I Staff Initials: p3 v e PV.10 6 PW oN tint Documents/routing slip.doc 2 -28 -02 PROJECT NAME: S-Pa #oo d C N4-640-- SITE ADDRESS: 1• (p 3 £e4'- �ylrl 1 • PERMIT NO: 1)l 0 - 0,2_61 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INI` S STAFF INITIALS ISSUED DATE DATE STAFF INITIALS 1 `1— )-4110 ...I Summary of Revision: 6tifroCKZ, IV 1■ JIB t /All,t 1 Received by: ;1,- 1 Summary of Revision: re wo4.► -2, a r i c .- v -MN y "J1 oy k. '(v-.. s cop-e d W o,r1 L . =.w.� Stimm• ofRevi:' -: � ,., � - ._...,- Received by: REVISION NO. RECEIVED STAFF INI` S ISSUED DATE STAFF INITIALS DATE � + 2�� � L / ...I Summary of Revision: 6tifroCKZ, IV 1■ JIB t /All,t Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS / ...I Summary of Revision: Received by: ;1,- 1 . =.w.� Stimm• ofRevi:' -: � ,., � - ._...,- -�._-- Received by: (please print) REVISION NO. DATE RECEIVED STAFF Summary of Revision: ..�,.:,-_� ISSUED DATE STAFF INITIALS Sri Receive MEM (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION S. UBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ 2*--2 t Plan Check/Permit Number: DJ 0 Response to Incomplete Letter # Response to Correction Letter # Revision # Z after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: l —)��OU Q G) TV!) 1; ."07512-1 D Project Address: 13 (Q<K S(�l�'l i.vY&i �L_ fr)-A1, L. Contact Person: j7AV UL's R 2.A1G US Phone Number: 7,b1� gd2 (,(f Q Summary of Revision: ' (-4 A- ,0")6 S 1-0 Ma-7)4 tr CITY OF u APR 2 7 2010 PEAAiIIT CENTER Sheet Number(s): A t, ) 40 .) D1 . J "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 14 Entered in Permits Plus on 04416,0 H:Wpplications\Forms- Applications On Line \2009-08 Revision Submittal.doc Created: 8 -13 -2004 Revised: 8 -2009 City of 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: http: / /www.ci.tukwila.wa.us VISION SUBMITTAL Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: y' o) - i 0 Plan ChecWPermit Number: �(/ / V °� 0 ❑ Response to Incomplete Letter # ❑ Response to Correc�ti ny�Letter # .after berm Revision # l it is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: SeA R J C I. Project Address: / (a t sc -u4 CL L.,- L.,- Contact Person: \ e e U e Phone Number: 310 - 46 2C- (d v Summary of Revision: e ILA L- �i 1; �, � -��-1� F�cri- Scare � r 4- CITY TUKWILA APR 21 20111 Sheet Number(s): "Cloud" or highlight all areas of revision including date of retyisjgn Received at the City of Tukwila Permit Center by: ''` Entered in Permits Plus on ). k "(, 0 \applications\fonns- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail,. fax, etc. Date: 04/20/201 0 Plan Check/Permit Number: D 10 -020 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Seafood City — Exterior /Site Work Project Address: 1368 Southcenter Mall Contact Person: ILL 13 Summary of Revision: Phone Number: (510 gge zloo 55- /ITAGliti? RECEIVED $Pf V OFTUKW to APR 2 2010 PERMITGEN? EF4 Sheet Number(s): T-1•01 L -1, L "2 , L-3, L-4, itt . -1 i "Cloud" or highlight all areas of revision including date of rev,jois Received at the City of Tukwila Permit Center by: li— ntered in Permits Plus on 14-) -∎ -(() -4.0, /4-5.0 t--1 \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03/24y2010 Plan Check/Permit Number: D 10-020 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Seafood City Market — Exterior /Site Work Project Address: 1368 Southcenter Mall Contact Person: Summary of Revision: Phone Number: (310t2lo-ocx7 7 /1TALll tV mom CVTVOFTUKWILA MAR a 12010 PEPMIT C EP Sheet Number(s): 1.0, p-11.0 G r3.0 6-5.0 A-1.01 A -4.0 "Cloud" or highlight all areas of revision including date of r o, Received at the City of Tukwila Permit Center by: tig—Entered in Permits Plus on 3-': 1 —c o \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Printer Friendly Page Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name B N Builders Inc UBI No. 602056687 Phone 2063823443 Status Active Address 2601 4Th Ave Ste 350 License No. BNBUII'990K3 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 5/23/2001 State Wa Expiration Date 9/12/2011 Zip 98121 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WESTESL913K1 Western States Logistix Llc Construction Contractor General Unused 5/8/2009 5/8/2011 Active PURODSI984JN Purodi Systems Inc Construction Contractor Plumbing Unused 6/19/2002 7/2/2010 Active BASTINB0000J Bastian Nielsen Builders Inc Construction Contractor General Unused 9/11/2000 9/7/2001 Archived Business Owner Information Name Role Effective Date Expiration Date Bastian, Brad President 05/23/2001 Bond Amount Nielsen, Jeff Vice President 05/23/2001 6642084 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 INS CO OF AMERICA 6642084 06/02/2009 Until Cancelled $12,000.0006/05 /2009 4 HARTFORD FIRE INS 52BSBBK5617 01/01/2002 Until Cancelled 06/02/2009 $12,000.00 12/04/2001 3 TRAVELERS CAS & SURETY CO 103355900 08/30/2001 Until Cancelled 04/07/2009 $12,000.0009/06 /2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 11 WAUSAU UNDERWRITERS INS. CO TBJZ91442966029 09/07/2009 09/07/2010 $1,000,000.0009 /03/2009 10 WAUSAU BUSINESS INS CO TBKZ91442966028 09/07/2008 09/07/2009 $1,000,000.00 09/05/2008 9 WAUSAU BUSINESS INS CO TBKZ91442966027 09/07/2007 09/07/2008 $1,000,000.0009 /05/2007 8 WAUSAU BUSINESS INS CO TBKZ91442966026 09/07/2006 09/07/2007 $1,000,000.00 08/31/2006 https://fortress.wa.gov/lni/bbip/Print.aspx 06/21/2010 Contractors or Tradespeople P ter Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Tilton Pacific Const Inc UBI No. 602872954 Phone 9166307200 Status Active Address 4150 Citrus Ave License No. TILT0PC909CP Suite /Apt. License Type Construction Contractor City Rocklin Effective Date 2/16/2010 State Ca Expiration Date 2/16/2012 Zip 95677 Suspend Date County Out Of State Specialty 1 . General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date Tilton, James Richard President 02/16/2010 Tilton, Stephanie Kathleen Secretary 02/16/2010 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 INS CO OF THE WEST 2304298 02/11/2010 Until Cancelled $12,000.00 02/16/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 AMERICAN GUARANTEE & LIABILITY CP0427795001 01/01/2010 01/01/2011 $1,000,000.00 02/16/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 05/25/2010 L I 3 J L L J �JL JLJ LJ��LJ �JL J I Li Ch iDC( Enc-1 (LAIC( 0 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2010 City ofi ila BUILDING VISION L_ L_I FILE COPY Perm 17V it No.. 'V Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field opyld conditions is acknowledged: By Date: p City Of Tukwila BUILDING DIVISION APPLICANT: cL;)D gl-PWY gala, OUJAW �(olGM_0(0)MC-01K1 £� EP1PM EgE=PMCciral Al4V [Li garc-4M KRU EgE=PlErcT, PLANNING APPROVED No changes can be made, to these plans without approval from the Planning Division of DCD Approved By Date: 1 EirEE CONSULTANTS: * LANDSCAPE ARCHITECT: JEFFREY B. GLANDER 4 ASSOCIATES, PLLC 1821 4th AVE. E. OLYMPIA, A. 98506 (360) 557 -69•72 (360) 186 -8073 FAX l (CONSULTANT UNDER CONTRACT WITH OWNER) STRUCTURAL ENGINEER: ANF x420 TELSTAR AVE., SUITE 118 EL MONTE, GA. 91131 (626) 448 -8182 (626) 448 -8092 FAX ATTN: MICHAEL WANG ELECTRICAL ENGINEER: HALLIS ENGINEERING 5410 WILSHIRE BLVD., #602 LOS ANGELES, CA. 90036 (525) 933 -1068 ATTN: LEN FINBERG SHELL SITE REFERENCE PERMIT #: BLDG. 4 SAFETY - 1710-020 IO -020 ELECTRICAL - - ELIO -0056 LEGEND VICINITY MAP APPLICABLE CODES SUMMARY GENERAL NOTES SFC GENERAL NOTES SHEET INDEX GRID NUMBER BUILDING WALL SECTION PLAN CHANGE/BULLETIN ADDENDUM DETAIL REFERENCE A KEYNOTE REFERENCE NUMBER INTERIOR ELEVATION 2 DIRECTION OF WALLS WALL NUMBER EXTERIOR MATERIAL COLOR REFERENCE DOOR REFERENCE NUMBER STRANDER BLVD. V! PARKINAY N V BAKER < BLVD t O Z d PARK EAST Fri 0 z NO SCALE ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING WASHINGTON STATE AMENDMENTS I. 2006 INTERNATIONAL BUILDING CODE 2. 2006 INTERNATIONAL BUILDING CODE CHAPTER II ICC /ANSI AII1.I (2005), ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 5. 2006 INTERNATIONAL MECHANICAL CODE 4. 2006 INTERNATIONAL FIRE CODE 5. 2006 UNIFORM PLUMBING CODE 6. 2006 WASHINGTON STATE ENERGY CODE 1. 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE 8. 2008 NATIONAL ELECTRICAL CODE (NFPA 10) 9. 2006 INTERNATIONAL FUEL 4 GAS CODE • EXISTING TWO STORY BUILDING • CONSTRUCTION TYPE 15 TYPE II -V FULLY SPRINKLERED OCCUPANT LOAD ANALYSIS PER TABLE 1004.1.1 2006 IBC Suite # Description SF Occupant Est SF Load Breakdown Factor 100 SFC Market - Occup. Group M 30,427 Sales! Kitchen1 Warehouse /Storage] Locker Room! Office' 19,749 1,099 6,412 128 111 30 200 500 50 100 # of i Total # of Occupants I Occupants 680 658.3 5.5 12.8 2.6 110 Retail - Occup. Group M ; 163 120 Retail - Occup. Group M _ 185 130 Retail (Pharmacity) - Occup. Group M # 1,301 140 Food (Pinoy Kitchen) - Occup. Group A -2 [ 2,354 Kitchen 150 Customer /Seating Retail (Valerio's Bakery) - Occup. Group M Kitchen Sales 1,506 11 Min. 3 means of egress when Occ exceeds 500 Req'd Egress Egress Width Provided Inches Inches 30 . 5.4 30 6.2 -30 43.4 5.4 50 50 43.4 50 78.4 50 1,274 1,0801 200 6.4 15 72.0 6.2 98.7 0.8 1.9 0.8 0.9 6.5 11.8 22.7 50 969 200 4.81 537 30 17.9 ABBREVIATIONS PROJECT ADDRESS DIFFERED SUBMITTAL Entry Vestibule. Utility Room 243 319 Toilet Rooms 259 A/C AIR CONDITIONING A.G. ASPHALTIC CONCRETE A.F.F. ABOVE FINISH FLOOR ALUM. ALUMINUM A.S.R. AUTOMATIC SPRINKLER RISER BLK. BLOCK BLDG. BUILDING G.B. CATCH BASIN C.J. CONTROL JOINT G.L. CENTER LINE CLG. CEILING CLR. CLEAR COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS C.T. CERAMIC TILE D.S. DOWN SPOUT E.D.F. E.J. E.W.G. EXP. F.D. F.G. F.H. FIN. FLR. F.O.G. F.O.M. F.0.5. F.S. ELECTRIC DRINKING FOUNTAIN EXPANSION JOINT ELECTRIC WATER COOLER EXPOSED FLOOR DRAIN FINISH GRADE FIRE HYDRANT FINISH FLOOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FINISH SURFACE / FLOOR SINK G.I. GALVANIZED IRON M.H. M.O. MTR. MANHOLE MASONRY OPENING METER N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE 0/ 0 -G. 0.17. 0.5. OPP. OVER ON CENTER OVERFLOW DRAIN OVERFLOW SCUPPER OPPOSITE P.L. PROPERTY LINE P.O.G. POINT OF CONNECTION R.D. ROOF DRAIN SIM. SIMILAR T.G. TOP OF CONCRETE T.M. TOP OF MASONRY T.P. TOP OF PARAPET T.S. TOP OF SHEATHING TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE W/ WITH W.H. WATER HEATER WTR._ WATER V.I.F.. VERIFY IN FIELD 1568 SOUTHCENTER BLVD. TUKWILA, WASHINGTON KING COUNTY APN: 2024700I0 FIRE SPRINKLER FIRE ALARM RACK 4 GONDOLA ANCHOR DETAILS Corridors 565 Loading Dock 1,542 Totals 35,936 836.4 125.5 144 Suite: REQ'D TOILET FIXTURES PER TABLE 2902.1 2006 IBC & WA STATE AMENDMENTS Description 100 SFC Market - Occup. Group M SCOPE OF WORK I. RE -SKIN ENTRY CANOPY AND COLUMNS 2. ADD GLASS ELEMENT AT EAST ENTRY CANOPY AND SOUTH MALL ENTRANCE. 5. ADD DECORATIVE BUILDING LIGHTS. 4. MINOR SITE IMPROVEMENTS CONSISTING OF: A - GUT IN ACCESS RAMP AT MAIN ENTRY DOOR. - ADD NEW HANDICAP ACCESSIBLE RAMP AT NORTHEAST CORNER OF BUILDING. - PLACEMENT OF SHOPPING CART CORRALS IN MAIN PARKING LOT. - UPGRADE LANDSCAPE ALONG BUILDING `E AR ATE PERMIT REQUIRED FOR: • Mechanical Electrical Plumbing Gas Piping City of Tukwila PUILDING DIVISION REVISIONS No changes shall be made to the scope of Work without prior approval of {� Tuuk'1v :a BOding D Vi cn. NOTE: Revisions will I; quire and may ;: {"'''. do ad bona! p:::- _ :�. - T Occupant 1 Est SF 1 Load # of Total # of. 1 SF lBreakdown1 Factor Occupants . Occupants 1 I 30,4271 Sales Kitchen Warehouse/Storage Locker Room' Office 110 Retail - Occup. Group .M 120 I Retail - Occup. Group M 130 [Retail (Pharmacity) - Occup. Group. M 140 I Food (Pinoy Kitchen) - Occup. Group A -2 -2 19,7491 • 200 1,0991 200 6,4121 5,000 1281 200 111; 200 200 150 Kitchen Customer /Seating ;Retail (Valerio's Bakery) - Occup. Group M 163 185 1,301 2,354' 98.7 , i 5.5 200 200 1,2741 200 6.4 1,080i 30 36.0 1,506; 3 0.81 0.91 6.5 6.5 42.41 7.5E Kitchen; Sales; 1 Entry Vestibule i 243, ;Utility Room 1 3191 ;Toilet Rooms i 2591 ;Corridors 1 565: I i Loading Dock 1 .._ 1,5421 9691 . 537 200 4.8 200 2.7 1 !Totals. 35,936' 164.9 i Required Provided Men Women Men: Women Occ Load per 82 82 82 82 Toilets 2 Urinals 2 1 1 Comments Actual toilet and DF facilities will be constructed under Seafood City market permits (010 -022 & PG10-008). Lays; Calculation provided for entire Seafood City Marketplace space (which includes Seafood City market (D10-022 & PG10 -008), Valerio's Bakery (010-019 & PG10 4006), Pinoy Kitchen (010 -021 & PG10 -007, and Pharmacity (D10-023 & PG 10- 009). Valerio's Bakery (D10 -019 & PG10 -006) and Pharmacity (D10-023 & PG 10 Drinking Fountains 2 ? 009) are providing staff only toilet rooms in addition to required toilet facilities: 2 ALL WORK , MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING BUILDING CODES, ORDINANCES, REGULATIONS AND AGENCIES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS THEREON BEFORE COMMENCING THE WORK. REPORT ANY DISCREPANCIES AND / OR POTENTIAL PROBLEMS TO THE ARCHITECT, PRIOR TO PROCEEDING. 3. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTORS SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS. (N.I.C.) 4. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS ( OR ACCESS DOORS ) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING FIRE SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WITH SELF - CLOSING DEVICES IN ONE (I) HOUR RATED CONSTRUCTION. 5. ALL PENETRATIONS AT FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES. 6. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY GUARD RAILS, AND/ OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. 7 EXIT SIGNS, WHERE NOTED OR REQUIRED SHALL BE WORDED "EXIT" IN LETTERS HAVING THE PRINCIPAL STROKE OF NOT LESS THAN 5/4" WIDE AND AT LEAST 6" HIGH AND SHALL CONFORM TO CODES AND / OR APPLICABLE REGULATIONS. 8. TACTILE EXIT SIGN SHALL BE PROVIDED AT ALL EXIT DOORS, EXIT STAIRS, EXIT RAMPS AND EXIT ROUTES AS REQUIRED BY THE CALIFORNIA BUILDING CODE. q. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 10. PROVIDE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" IN LETTERS, NOT LESS THAN I INCH HIGH ON A CONTRASTING BACKGROUND AT ALL REQUIRED EXIT DOORS. . II. EXIT DOORS SHALL OPEN OVER LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. 12. ALL EXPOSED ELECTRICAL EQUIPMENT, GONDUITS,PLUMBING LINES, ETC... SHALL BE PAINTED WITH MIN.(2) GOATS OF PAINT TO MATCH THE ADJACENT SURFACES. 13. CONTRACTOR SHALL COORDINATE ALL SLEEVING FOR IRRIGATION LINES AND CONDUITS UNDER SIDEWALKS, DRIVEWAYS, ETC., PRIOR TO POURING CONCRETE OR LAYING ASPHALT PAVING. 14. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND / OR SUITE UNIT NUMBERS PER CITY AND FIRE DEPT. REQUIREMENTS. VERIFY SIZE, COLOR AND LOCATIONS, PRIOR TO PROCEEDING. 15. OBTAIN TENANT'S LATEST CRITERIA DRAWINGS AND / OR TENANT'S CONTRACTOR DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING, MECHANICAL AND ELECTRICAL ROUGH -IN, STUB -UPS, ETC. THE GENRAL CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE, PRIOR TO POURING CONCRETE FLOOR SLAB OR APPLING FINISHES ON WALLS. 16. THE GENERAL CONTRACTOR SHALL FURNISH A HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM. CONTRACTOR' SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM THE INSURANCE SERVICE OFFICE (I50) WHEN REQUIRED SY OWNER, BUILDING / FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION OF SITE WATER MAIN TO INTERIOR OF BUILDING. 11. GENERAL CONTRACTOR TO CLEAN UP AND REMOVE ALL REFUSE MATERIALS, CONDUIT, WIRES, ETC... AT END OF EACH SHIFT. BIDDERS (GENERAL CONTRACTORS AND SUB - CONTRACTORS) SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ARCHITECT'S DRAWINGS AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, OMMISSION, CLARIFICATION, ETC. OF ANY INFORMATION NECESSARY FOR THE COMPLETION OF THEIR WORK. 2. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, AND SERVICES REQUIRED TO PERFORM ALL WORK NECESSARY, INDICATED OR RESONABLY INFERRED OR REQUIRED BY ANY APPLICABLE LOSE TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPER FINISHED JOB. 5. CONTRACTOR PRIOR TO BIDDING SHALL MAKE ALL APPLICABLE DRAWINGS AVAILABLE TO ALL SUB - BIDDERS TO ENSURE THAT THEY HAVE INCLUDED ALL ITEMS NECESSARY TO COMPLETE THEIR WORK. THE GENERAL CONTRACTOR'S ,.:BiD SHALL BE DEEMED COMPLETE AND REPRESENTING THE:. CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS: 4. ANY CONTRACTOR PRIOR TO INSTALLATION OR PRCS`Ot)REMENT OF MATERIALS SHALL NOTIFY THE ARCHITECT OF tOBLEMS, IF ANY. FAILURE TO 170 50 SHALL MEAN THAT ALL NECESSARY CORRECTIVE MEASURES SHALL BE DONE BY THAT CONTRACTOR AT HIS OWN EXPENSE AND WITHOUT IMPACT TO THE PROJECT SCHEDULE. 5. THE INTENTION OF THE CONSTRUCTION DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND TRASNSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK. 6. EXISTING BUILDING FEATURES /CONDITIONS (INCLUDING UNDER SLAB UTILITIES OR STRUCTURE) WERE SHOWN FROM RECORD DRAWINGS PROVIDED BY LANDLORD (WESTFIELD) WHICH WERE TAKEN TO REFLECT THESE EXISTING CONDITIONS. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING HIS WORK. 1. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE .SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS AND /OR SHALL CONFORM TO ACCEPTED STANDARDS OF, PRACTICE. 8. WHEN SHOP DRAWINGS ARE REQUIRED, ALL DIMENSIONS ARE TO BE VERIFIED AT THE JOB SITE BYN THE C-tENERAL CONTRACTOR PRIOR TO FABRICATION OF 1(}4E ITEM. YVORK NOT INCLUDED IN CONTRACT WILL. 15E DESIGNATED AS. "" " " NIG , FUTURE OR "BY OWNER AND MAY BE EXCLUDED FROM THE CONSTRUCTION CONTRACT. ALL: OTHER WORK REQUIRED BY THESE CONTRACT DOCUMENTS' SHALL BE THE . RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE BID PRICE. 10. CONTRACTOR SHALL PROVIDE ANY AND ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE PROJECT DURING CONSTRUCTION. II. SIGNAGE SHALL BE CONTRACTED DIRECTLY BY THE OWNER. THE GENERAL CONTRACTOR SHALL PROVIDE J- BOXES, ACCESS PANELS. AND NECESSARY BLOCKING FOR FASTENING OF SIGNS. CONTRACTOR 15 RESPONSIBLE FOR COORDINATION WITH OWNER'S SIGN CONTRACTOR. T -I.0 ADDITIONAL NOTES PUBLIC HEALTH - SEATTLE 4 KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. REVISION N0: GENERAL : TITLE SHEET � *LANDSCAPE: L -I LANDSCAPE PLAN L -2 TREE REPLACEMENT, DETAILS 4 SPECS L -5 LANDSCAPE PLAN L -4 IRRIGATION PLAN ARCHITECTURAL: AR -I.0 OVERALL REFERENCE SITE PLAN AR-I.1 ENLARGED REFERENCE SITE PLAN 4 HARDSCAPE PLAN A -0.0 OVERALL REFERENCE FLOOR PLAN DA -I.0 DEMOLITION PLAN A -I.0 FLOOR PLAN A 1.2 ENLARGED FLOOR PLANS, ELEVATIONS it DETAILS A 1.5 SUITE 150 ENLARGED PLANS A -I 4A SUITE 140 CNLAR6CD r'LAN3 �UITC 140 ENLARGED i'LAN� UITC I:0 ENLARGED 1 -'LAN3 .4 A 2.0 REFLECTED CEILING PLAN A -3.0 ROOF PLAN A -4.0 EXTERIOR ELEVATIONS A -5.0 ENTRY SECTION I;�GLLLfr NLCJU;i 1JL 1 I& IL I3GCLLANCOU3 DCTAILZ. /- L r- STRUCTURAL: STO GENERAL NOTES STI FOUNDATION DETAILS ST2 ROOF FRAMING DETAILS $ MISCELLANEOUS DETAILS :T3 MI�GCLLANCOUC DETAILS 172.0 2ND FLOOR FRAMING PLAN .O i"0 TION i'LAN 52.0 2ND FLOOR FRAMING PLAN 55.0 ROOF FRAMING PLAN 54.0 STOREFRONT SECTION ELECTRICAL: E -I SINGLE LINE DIAGRAM AND SYMBOLS LEGEND E -2 LIGHTING PLAN E -3 POWER PLAN ,- rl uTf 1� oim E -8 PANEL SCHEDULE • CORREC I:ON LTR# AN3 RECEIVED. APR 212010 PERMIT CENTER Duo -020 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 NDDFF REIR' Nadel Studio 0 1990 South Bi F igele' F. wwv, QJ CONSULTANT: 0 w 0 cc a 1=61 El WZ Q Z= W co le 1/40 D r-- 1 W W 1 W J 11.11. rift67 DRAWING TITLE: REVISIONS: BLDG. & SAFETY L.Z.A COMMENTS \ BU � BULLETIN 4 / A 04/20/2010 # n n n n� A _7. r DATE 020 JOB NO. 0293 SHEET NUMBER T1.0 L L 1 13G=DEV RiCc3)M"] L_ [Li] I L_ L ■■■.. ZAUED1R1 NiM TCH iLi 11M/A\ Mgt1C( ))M DC( :)1(n) 1 APPLICANT: 014 A Pf5 gEffiV LM gE3E10 EMA,V(0',A OVE, _OC-01M1(0,M L L ,c=31T7CRE13 ncgaIl Emn=inimcc_Dao) EROM LsJLuJj1 If [L ge(oU I=ft*A =EJLw EgE0=1,c.L9EP CONSULTANTS: * (CONSULTANT UNDER CONTRACT WITH H °INNER) STRUCTURAL EN6 I NEER: ELECTRICAL ENG I NEER: ANF G1420 TELSTAR AVE., SUITE 115 EL MONTE, CA. .11131 (626) 445-5152 (626) 445-50G12 FAX ATTN: MI CHAEL WANG HALL IS ENGINEERING 5410 WILSHIRE BLVD., *602 LOS ANGELES, CA. c10056 (323) 4133-1065 ATTN: LEN FINE LEGEND VICINITY MAP SUMMARY APPLICABLE CODES GENERAL NOTES SHEET INDEX GRID NUMBER BUILDING WALL SECTION PLAN CHANGE/BULLETIN ADDENDUM DETAIL REFERENCE A KEYNOTE REFERENCE NUMBER INTERIOR ELEVATION 2 DIRECTION OF WALLS WALL NUMBER EXTERIOR MATER I AL COLOR REFERENCE DOOR REFERENCE NUMBER ABBREVIATIONS A/C AIR GOND 1 T 1 ON ING A.C. ASPHALTIC, CONCRETE A.F.F. ABOVE F I NI SH FLOOR ALUM. ALUMINUM A.S.R. AUTOMATIC SPRINKLER RISER BLK. BLOCK BLDG. BUILDING CB. CATCH BASIN C.J. CONTROL JOINT C . CENTER L I NE CLG. CE L I NG CLR. CLEAR COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS C.T. CERAMIC TILE D.5. DOWN SPOUT E.D.F. E.J. EXP. F.D. F.G. F.H. FIN. FLR. F.O.C. F.O.M. F.O.S. F.S. ELECTRIC DRINKING FOUNTAIN EXPANSION JOINT ELECTRIC WATER COOLER EXPOSED FLOOR DRAIN FINISH GRADE FIRE HYDRANT FINISH FLOOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FINISH SURFACE / FLOOR SINK G.I. GALVANIZED IRON M.H. MTR. N.1 .C. N.T.S. 0/ 0.C. 0.D. 0.5. OPP. MANHOLE MASONRY OPENING METER NOT IN CONTRACT NOT TO SCALE OVER ON CENTER OVERFLOW DRAIN OVERFLOW SCUPPER OPPOSITE P.L. PROPERTY UNE P.O.C. POINT OF CONNECTION R.D. T.C. T.M. T.P. T.S. TYP. U.N.O. IN/ W.H. INTR. V.I .F. ROOF DRAIN SIMILAR TOP OF CONCRETE TOP OF MASONRY TOP OF PARAPET TOP OF SHEATHING 'TYPICAL UNLESS NOTED OTHERWISE WITH H WATER HEATER WATER VERIFY IN FIELD TUK/NILA z 11.1 STRANDER BLVD. PARKWAY 1- • BLVD OCCUPANT LOAD ANALYSIS Suite # Description SF 100 SFC Market - Occup. Group M 29,606 Sales1 Kitchen1 Warehouse/Storagel Locker Room! Office! 110 Retail - Occup. Group M 120 Retail - Occup. Group M 130 Retail (Pharmacity) - Occur). Group M 140 Food (Pinoy Kitchen) - Occup. Group A-2 Kitchen Customer/Seating. 150 Retail (Valerio's Bakery) - Occup. Group M 1,426 Kitchen Est SF Breakdown Occupant Load Factor # of Occupants Total # of Occupants 788 23,037 1,1251 5,1771 1 56 30 200 500 501 767.9 56 10.4 Min. 3 means of egress Req'd when Egress Occ Width exceeds Inches 500 115.2 0.8 Egress Provided Inches 1.6 111 239 2521 1,261 2,493 10.01 200: 1.2 1.2' 50 0.2 30 8.4 8.4 50 1.3 301 42.0 42.0 50 6.3 94.9 1,1571 200: 5.8 1,336 15 89.1 50 14.2 21.5 919 200 Sales 507 30 16.9 ffiryVesibule Utility Room Toile Rooms 235 76 210 Corridors 538 Totals 36,336 .. ....... . ... 956.1 •143.4 144 PROJECT ADDRESS SCOPE OF WORK 1365 SOUTHGENTER E3LVD. TUKIAll LAI WASHINGTON K I NG COUNTY APN: G1202410010 1. N ENTRY CANOPY AND COLUMNS 2. ADD GLASS ELEMENT AT EAST ENTRY CANOPY AND SOUTH MALL ENTRANCE. 3. ADD DECORATIVE 13U I LD I NG LIGHTS. 4. MINOR 51 TE IMPROVEMENTS CONSISTING OF: - NEW SEWER LATERALS AND CONNECTIONS TO MAIN SEINER. - 2 NEW GREASE INTERCEPTORS. - CUT-IN ACCESS RAMF AT MAIN ENTRY DOOR. - PLACEMENT OF SHOPPING CART CORRALS IN MAIN PARKIN G LOT. - REQUIRED UPGRADES/MAINTENANCE OF EXISTING GROUND COVER ALONG EAST ELEVATION. 1. 2006 INTERNATIONAL BUILDING CODE 2. ICC/ANSI A111.1-03, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 3. 2006 INTERNATIONAL MECHANICAL CODE 4. 2006 INTERNATIONAL F IRE CODE 5. 2006 UNIFORM PLUMBING CODE b. 2006 WASHINGTON STATE ENERGY CODE 7. 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE ,. 2002' NATIONAL ELECTRICAL CODE (NFPA 10) ALL WORK , MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING BUILDING CODES, ORD 1 NANCES, REGULATIONS AND AGENC I ES. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS THEREON BEFORE COMMENCING THE INORK. REPORT ANY D I SCREPANC 1E5 AND / OR POTENT' AL PROBLEMS TO THE ARCH I TECT, PRIOR TO PROCEEDING. 3. GOVERNING CODES AND F I RE DEPARTMENT F I ELD INSPECTORS SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIR EXTINGUISHERS. (N.I 4. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CE 1 L ING OR WALL ACCESS PANELS ( OR ACCESS DOORS ) AS REQUIRED BY GOVERNING AGENC 1E5 FOR AIR COND I T I ON I NG, PLUMBING F IRE SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WITH SELF - CLOSING DEVICES IN ONE (I) HOUR RATED CONSTRUCTION. 5. ALL PENETRATIONS AT FIE RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBL IES. 6. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY GUARD RAILS, AND/ OR CANOPIES AS REQUIRED BY THE LOCAL AUTHOR' TIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. 1. EXIT SIGNS, WHER E NOTED OR REQUIRED SHALL BE WORDED "EX I T" IN LETTERS HAVING THE PRINCIPAL STROKE OF NOT LESS THAN 3/4" WIDE AND AT LEAST 6" HIGH AND SHALL CONFORM TO CODES AND / OR APPLICABLE REGULATIONS. e. TACTILE EXIT SIGN SHALL BE PROVIDED AT ALL EXIT DOORS, EXIT STAIRS, EXIT RAMPS AND EXIT ROUTES AS REQUIRED BY THE CALIFORNIA BUILDING CODE. ci. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE IN I THOUT THE USE OF A KEY OR ANY SPEC 1 AL KNOWLEDGE OR EFFORT. SPEC 1 AL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE PROH 15 I TED. 10. PROVIDE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" IN LETTERS, NOT LESS THAN I INCH HIGH ON A CONTRASTING BACKGROUND AT ALL REQUIRED EXIT DOORS. I I . EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. 12. ALL EXPOSED ELECTRICAL EQUIPMENT, CONDU I TS,PLUMB I NG LINES, ETC... SHALL BE PAINTED IN I TH MIN.(2) COATS OF PAINT TO MATCH THE ADJACENT SURFACES. I. CONTRACTOR SHALL COORDINATE ALL SLEEVI NG FOR IRRIGATION L INES AND CONDUITS UNDER SIDEWALKS, DRIVEWAYS, ETC., PRIOR TO POURING CONCRETE OR LAYING ASPHALT PAVING. 14. THE GENERAL- CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND / OR SU 1 UNIT NUMBERS PER C 1 TY AND FIRE DEPT. REQUIREMENTS. VERIFY SIZE, COLOR AND LOCATIONS, PRIOR TO PR.0 GEED I NG. 15. OBTAIN TENANT'S LATEST CRITERIA DRAWINGS AND / OR TENANT'S CONTRACTOR DRAWINGS FOR EXACT LOCATION OF ALL PLUMB! NG, MECHANICAL AND ELECTRICAL ROUGH-IN, STUB-UPS, ETC,. THE GENRAL CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE, PRIOR TO POURING CONCRETE FLOOR SLAB OR APPL ING FINISHES ON WALLS. 16. THE GENERAL CONTRACTOR SHALL FURNISH A HYDRAULICALLY CALCULATED AUTOMATIC. FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM THE INSURANCE SERVICE OFF ICE (150) WHEN REQUIRED 13Y °INNER, BU 1 LD NG / FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENC 1E5 PRIOR TO SUBMITTAL TO THE ARCHITECT FOR AF'PROVAL, PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION OF SITE WATER MAIN TO INTERIOR OF BUILDING. 11. GENERAL CONTRACTOR TO CLEAN UP AND REMOVE ALL REFUSE MATERIALS, CONDU 1 T, WIRES, ETC... AT END OF EACH SHIFT. REVIEWED FOR CODE COMPLIANCE APPROVED APR 28 2010 City of Tukwila BUILDING DIVISION ADDITIONAL NOTES PUBLIC HEALTH - SEATTLE 4 KING COUNTY INSPECTION REQUIRED ON COMPLETION OF YORK PRIOR TO OPENING. Ri...WIEW ED This plan was reviewed for general conformance with the fulloning, us amends,' by the furisdktion: Structural Provisions of the Intensational Building Code O tIon-structural Provisions of the IntarnatIonal Building Code • Other: The project applicant is responsible for conformance with all applicable codes. conditions I of approval. and permit requirements subject to the requirements 7,‘id interpretations of the • governing authority. This review does not retiavc the Architect and Engineers of Record of the responsibility for a complete design in accordance with the taws of the governing jurisdiction and the state of Wahin Jurisdictler By s IuI mum or,. INC. Curie Review Consultant Date 5 ARCH I TECTURAL : T-1 .0 TITLE SHEET AR-1 .0 OVERALL REFERENCE SITE PLAN AR-1 .1 ENLARGED REFERENCE SITE PLAN AR-I .2 SITE UTILITY PLAN A-1 .0 FLOOR PLAN - A-3.0 A-4.0 ROOF PLAN EXTERIOR ELEVATIONS A-5.0 ENTRY SECTION Old STRUCTURAL: STO GENERAL NOTES STI FOUNDATION DETAILS ST2 ROOF FRAMING DETAILS 6 MISCELLANEOUS DETAILS ST3 MISCELLANEOUS DETAILS 11.0 DEMOLITION FOUNDATION PLAN D2.0 2ND FLOOR FRAMING PLAN 51.0 FOUNDATION PLAN 52.0 2ND FLOOR FRAMING PLAN 53.0 ROOF FRAMING PLAN 54.0 STOREFRONT SECTION ELECTRI CAL : E- 1 51 NGLE LINE PI ARAM AND SYMBOLS LEGEND E-2 L 1 GHT I NG PLAN E-3 PONES PLAN E-4 REFRIGERATION PLAN E-3 PANEL SCHEDULE E-6 SUITE 130 ELECTRICAL PLANS E-7 SUITE 140 ELECTRICAL PLANS E-5 SUITE 150 ELECTRICAL PLANS RECEIVED FEB B 1 NO REID MIDDLETON RECEIVED CITY OF TUKWILA JAN 2 6 2010 PERMIT CENTER 1.1ICSL DRAWINGS ARE INCLUDED FOR THE CONTRACTOR'S USE AS A CONVENIENCE TO THE OWNER. THEY ARE NOT A PART OF THE-CONTRACT DOCUMENTS PREPARED BY THE ARCHITECT. THEY HERE PREPARED BY OTHERS NOT EMPLOYED BY THE ARCHITECT AND ARE NOT A PART OF THE WORK OF THE ARCHITECT, WHO TAKES NO RESPONSIBILITY FOR 'THEIR ACCURACY . ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. 41111111•11MIL. B.D. SUBMITTAL: 00-00-00 H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTAL: 01-21-10 NRDE1 REIM Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITErr ERBERT N. NADEI STATE OF WASHINGT 8 • CONSULTANT: w 1 LU DRAWING TITLE: REVISIONS: A A A A A A A A A A A A DATE 00-00-00 JOB NO. 09293 SHEET NUMBER T1.0 18- 'STELLA DE ORO' DAYLILY (2 LOCS. ) 22 -'GULF STREAM' NANDINA (3 LOCS. ) 17- CREEPING SARCOCCOA (2 LOCS. ) 8- 'MOUNTAIN FIRE' PIERIS (4 LOCS. ) 3- 'PRELUDE' PIERIS (2 LOCS. ) 8- 'STELLA DE .ORO' DAYLILY 4 -'SKY PENCIL' HOLLY (2 LOGS. ) EXIST TREE GRATES TO REMAIN PLANTER 'A 8 B' 10- CREEPING SARCOCOCCA 14- 'PRELUDE' PIERIS (4 LOCS.) 2q- 'STELLA DE ORO' DAYLI LY SE- SKlLiMIA 1ST BATCH -SAS IN 10 "W PLANTER St/APO= CITY PLANT PLvANT ST:-4C�' i 7. 1 REVIEWED FOR -Z CODE COMPLIANCE APPROVED APR 2 I RI B 2010 i EXISTING TREE GRATES TO City of Tukwila REMAIN � ep� BUILDING DIVISION SITE Al \! 4-'MOUNTAIN FIRE' PIERIS (2 LOCS.) NEW CONC. CURS NEW CONC. CURS 4 N 81d • Aktilkatikattal1 g■ grignargIF 8 -'GULF STREAM' NANDINA PLANTER 'C 4 D' AE 9- 'L �'`EA NANrAN<2Th,G�S.) 8- 'MOUNTAIN FIRE' PIERIS (2 LOCS.) 12- JAPANESE SKIMMIA (4 LOCS.) i•6 RE 3- 'PRELUDE'.PIER a PLANT MATERIAL LIST SCALE: I" =40' -0" 1 QTY. 1 BOTANICAL NAME I COMMON NAME I SIZE 4 SPACING 1 4 ACE RUBRUM 'BOWHALL' 'BOWHALL' MAPLE 21/2" CAL. 12 -14' 1-IT., 545 2 CHAMAECYPARI5 NOOTKATEN5I5 '5TRICK WEEPING' 'STRICK WEEPING' ALASKA CEDAR 12' HT., 15415 3 MAGNOLIA GRANDIFLORA 'TEDDY BEAR' 'TEDDY BEAR' MAGNOLIA 30 GAL. CONT., 9' 1-IT. 2 CHAMAEROPS HUM'S MEDITERANNEAN FAN PALM 5 GAL. CONT. CAMELLIA SANASANQUA 'VARIETY' 'VARIETY" CAMELLIA 5 GAL CONT. a 4' O.C. ATTACH TO SCREEN W/ PLANT TIES CARER MOWORI I 'EVERGOLD' 'EVERGOLD' SEDGE 1 GAL. 61 Vlelb.C. t I a(1, 5 FATS IA JAPONICA JAPANESE ARALIA 5 GAL. 6 4' O.G. )10:r HEMEROCALLIS 'STELLA DE ORO' 'STELLA DE ORO' DAYLILY 1 GAL. CONT. 0 .2:01:57C. if Qt. 6 HYDRANGEA MACROPHYLLA '811TTON6 N' 801115' BUTTONS N BOWS HYDRANGEA 2 GAL. CONT. 6) 3' O.C. 12 ILEX CRENATA 'SKY PENCIL' 'SKY PENCIL' HOLLY 4' HT., 545 OR CONT. e 112' O.C. 6 LEUCOTHOE FONTANESIANA 'RAINBOW' 'RAINBOW' LEUCOTHOE 3 GAL. CONT. 0 3' O.C. 55 NANDINA DOMESTICA 'GULF STREAM' 'GULF STREAM' NANDINA 2 GAL. CONT. a 2' O.C. 10 OPI- IIOPOGON PLANISCAPUS 'NIGRESCENS' BLACK MONDO GRASS 6" POT 25 PIERIS JAPONICA 'MT. FIRE' 'MOUNTAIN FIRE' PIERIS 3 GAL. CONT. e 21/2' O.C. 32 PIERIS JAPONICA 'PRELUDE' 'PRELUDE' PIERIS 3 GAL. CONT. 0 2' O.C. RHODODENDRON 'KEN JANECK' 'KEN JANECK' RHODY 21 -24" 14T. 4 SPREAD, 13413 OR CONT. a T O.C. 4.0 SARCOCOCCA HOOKERANA HUMUS CREEPING SARCOCOCCA 1 GAL. CONT. O.C. iv 04: SKIMMIA JAPONICA JAPANESE SKIMMIA 5 GAL. '15) 21k ' O.C. 14 SKIMMIA JAPONICA REEVESIANA REEVE'S DWARF SKIMMIA 2 GAL. CONT. 9 21/2' O.C. 15 VINCA MINOR PERIWINKLE 1 GAL. CONT. a 21/2' O.C. (2) TREE $ GRATE TO SE REMOVED 11- CREEPING SARCOCOCCO, 12- 'STELLA DE ORO' DAYLILY 2 -'SKY PENCIL' HOLLY o '� � °, ���= ��= Sao �,, -• _ 4W- Alp � MrAmTANEM As >� . ,. ,, 11g� 9T- �. � � J 1 '--■:"Iik---:".11111 -7 -.06% -1Faku..,..u.,...u..N..snammi‘ wt.& At ■ 1 A laiari‘ 4Ik eV* 1.24,4***A..1ka■All**•*,,,„ , Atikattro ,..Tril., G 1 m_ IA AI>=a= IIIMMI 6- 'PRELUDE' PIERIS PLANTER 11 5- JAPANESE SKIMMIA 5 'MaNTIAN FIRE' PIERIS (2 LOCS CZ 6. EX /STING IRRIGATION IN ALL BEDS SHALL REMAIN OR IMPROVED IN ORDER TO PROVIDE NEW 0 PLANTINGS W ITH FULL COVERAGE. S1-IEET NOTES 1. REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2 NO PLANT SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT /OWNER. 3. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT /OPVVER 4. PLANT L /5T QUANTITIES ARE SHOWN FOR REFERENCE ONLY CONTRACTOR /5 RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH ACTUAL PLAN CALL -OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTIT /E5 SHALL BE ADJUSTED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIED SPACING. 5. ALL PLANTS MUST BE APPROVED BY L4ND5CAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. Li_ 7. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED AND PRESEVERED, NO ROOT O OVER 2" SHALL BE CUT. HAND TRENCH WITHIN ALL ROOTZONES. 8. TREES REMOVED TO PROVIDE VIEWS TO BUILDING 5/GNAGE. E 9. TEDDY BEAR` MAGNOLIAS ARE AVAILABLE FROM PACIFIC PLANTS, PH. 425,3926/64, FX. 4253927894. J (0--021) RECEIVED APR 212010 PERMIT CENTER STATE OF WASHINGTON . REGISTERED LANDSCAPE ARCHITECT B. Glander float° No. 405 NORTH 0 2 4' 8' SCALE 1/4 " =1' 12' it. ---- nQ,.,- --- Off a ANDOVER PARKUJAY ENTRANCE t; U£T t, T r 1 'BOWHALL' MAPL PLANT IN EXISTING BED 1- `BOWL -TALL' MAPLE PLANT IN EXISTING BED I -'BOWL -TALL' MAPLE IN LAWN WITH 3' DIA. BARK RING I 'BOWHALL' MAPLE PLANT IN EXISTING BED 1- MEDITERRANEAN FAN PALM 5 -BLACK MONDO GRASS LANIDSC4FE SPECIFICATIONS L. REFER TO DETAILS FOR ADDITIONAL INFORMATION 2 REMOVE FROM SITE EXISTING PLANT MATERIALS, BARK MULCH, DEEDS AND VEGETATION NOT SHOM TO REMAIN ON PLAN5. 3. FINE GRADE ALL LAMVD5 APE BEDS PRIOR TO PLANTING OPERATIONS. 4. NO PLANT 625T1TUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT/OMER 5. ALL PLANTS SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR MfS5RY STOCK 6. ALL PLANT MATERIALS AND PLANT LOCATIONS SHALL BE APPROVED BY THE LAIVD.aGAPE ARCHITECT PRIOR TO INSTALLATION. ALL PLANTS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING WITH ALASKA F/SH FERTILIZER SOLUTION 7. 50 /L AMENDMENT FOR 50 /L PREPARATION AND PLANTING BACKFILL SHALL BE A SCREENED 5/8" HMS NITRIFIED HOOD RESIDUAL COMPOST EQUAL TO: A. 'COMPOST PLUS' BRAND COMPOST AS AVAILABLE FROM SOUTH SOUND SOILS, TENINO WA (360) 273 -8862 B. 'GROCO' BRAND COMPOST A5 AVAILABLE FROM SAI^ UrT SUPPLY CO., 5E 4T7LE WA (206) 622 -4321 OR GREAT frESTtRN SUPPLY, OLYMPIA WA. (`360) 754 -3722. G. PRE°/I-RI COMPOST AS AVAILABLE FROM RAVELS SAW AND GRAva, INC., PUYALLUP, P14 (253) 537 -6828. 9. 501L PREPARATION - (ALL LAAVAPE AREAS). SFREAD 9 G.Y. OF SPECIFIED 50 /L AMENDMENT PER 1000 5F. (APPROX. 3' 1215:110 OF AREA SPREAD /50 LB5/1000 5F. OF AGRICULTURAL GYP .1M AND 15 LB5.4000 5F. OF 166-8 COMMERCIAL FERTILIZER OVER SOIL AMENDMENT HAND CULTIVATE ALL OF THE ABOVE TO A 4' DEPTH AND GRADE 5M007N, COMPACTING A5 REQUIRED AND REMOVING ALL ROCKS, CLODS AND DEBRIS. 1O. NO 80075 LARGER THAN 2' SHALL BE CUT. ROOTS INTERFERING WITH PLANTING OPERATIONS OR D1577125E12 DURING CULTIVATION T7/AT ARE LE55 THAN 7 SHALL BE CUT CLEANLY FROM ROOT BALL. ALL TREES EXISTING TO REMAIN SHALL BE PRE552V P AND PROTECTED DURING CONSTRUCTION AND: a. NO PERSON MAY CONYIZT ACT7V1TYWITHIN THE DRIPLINE OF ANY EXI5T7N6 TREE INCLUDING BUT NOT LIMITED TO PARKING EQUIPhENNT, PLACING SOLVENTS, STORING BUILDING MATERIAL AND SOIL DEPOSITS, DUMPING CONCRETE X45/1 OUT AND LOCATING BURN HOLES. b. DURING CONSTRUCTION NO PERSON SHALL ATTACH ANY °E EGT TO ANY EXISTING TREE. c SHALL PROHIBIT EXCAVATION OR COMPACTION OF EARTH OR OTHER POTENTIALLY DAMAGING ACTMT7E5 WITH IN THE DRIP LINES OF EXISTING TREES. ENSURE THAT ANY L4AVSCAPING DOAEWITHIN TIE DRIP LINE BE ACCOMPLISHED WITH LIGHT MACHINERY OR HAND LABOR ONLY. II. ALL TREES IN LAM AREAS SHALL BE PLANTED IN A 3' DIAMETER CIRCLE OF BED I LtCN 12 BACKFILL MIX FOR ALL PLANTS SHALL BE A BLEND. OF 1/3 EXISTING 517E 50 /L, I/3 COARSE SAND, AND 11 3 50 /L AME VDAENT SPECIFIED IN Na 8. 13. APPLY 05MOCOTE 18-6-12, 9 MONTH SLOW RELEA. FERTILIZER OVER 77E SURFACE OF ALL PLANT PITS AT THE FOLLOWING RAT=S, TREES OVER 10' /lE16HT ALL SHRUBS EXC6°7- l GALLONS: GROUND COVERS: 2 COPS I/2 CUP 1/4 CUP TREES UNDER 10' /EIGHT 1 CUP I GALLON PLANT5: l/4 CUP 14. FERTILIZER TABLETS FOR ALL PLANTS SHALL BE AGRIFORM (20 -10-5) 2/ GRAM OR 10 GRAM TABLETS DISTRIBUTED A5 FOLLOWS: ALL TREES: 4-2/ GRAM TABLETS, ALL SHRUBS (EXCEPT 1 GALLONS): 3-21 GRAM TABLETS, ALL 1 GALLONS: 12/ GRAM TABLET, ALL 2 -1 /4' AND 4' POT OR ONO COVERS: 1 -10 GRAM TABLET EACH. SET TABLETS DIRECTLY NEXT TO ROOTBALL. /5. ALL 5H0B AND GROUND COVER BEDS SHALL RECEIVE A 7 DEPTH (6 G.Y. PER 1000 5F) OF FINE 6R1A/D' HEM/FIR BARK II LCH A5 TOP DRESSING. 16. APPLYA 6RAAGLAR PRE- E`ERGENT HERBICIDE TO ALL SHRUB AND GRGUNDCOVER BEDS AT THE CONCLUSION OF THE M INTHVANCE PERIOD. DO NOT U5E CASARON OR NORASAC BRANDS. 17. ALL P K SHALL BE PERFORMED TO TIE SATISFACTION OF THE L4NPAPEARCHITECT /OMER O. ALL PLANTS SHALL BE GUARANTEED FOk OAE ROLL YE4R FROM DATE OF PROJECT ACCEPT-AXE. ALL RE:LACED RANTS SHALL BE RE- GUARANT552 ALL REPLAGEME7VT5 SHALL BE MADE WITHIN 2/ DAYS OF RECEIVING PYR/T75V NOTICE FROM 771E OMER CONTRACTOR SfL4LL NOT BE RESPONSIBLE FOR PLANTS DYING DIE TO OMER NEGLECT OR VANDALISM, AFTER THE MAINTENANCE PERIOD. l9. PLANT LIST QUANTITIES ARE SHOM FOR REFERENCE ONLY. CONTRACTOR 15 RESPONSIBLE /BLE FOR VERIFYING ALL QUANTITIES IN LIST WITH ACTUAL PLAN CALL -GUTS, AND INSTALLING PLANTINGS PER 771E LANDSCAPE PLAN GRCIAVDCOVER AND /OR M455 SHRUB GVANT777E5 SHALL BE ADXSTED AS REQUIRED FOR FIELD CONDITIONS AT 77E SPECIFIED SPACING. 20. FINAL INSPECTION SHALL OCCUR AT THE CONCLUSION OF A 6O-DAY MAINTEIANCE PERIOD. MA INTENANCE PERIOD SHALL COMhENCE UPON COMPLETION OF ALL LAM75::;APE / N5TALLATION ACTIVITIES AND SHALL INCLUDE TIE FOLLOWING A. REMOVE ALL k YEE125 OVER 1' IN HEIGHT. B. REPLACE DEAD OR UNHEALTHY PLANTS. G. ENSURE PROPER FUNCTION OF IRRIGATION SYSTEM. D. ENSURE ADEQUATE MOISTURE 15 DELIVERED TO ALL LANDSCAPE B 05 INCLUDING NON-IRRIGATED AREAS. TREE REMOVAL 4 IREFLANTING PER 18.54.130 - PERMIT APPROVAL CRITER /A 3. TREE REPLACEMENT - THE 5/7E SHALL BE PLANTED WITH 7REE5 TO MEET TI-E• FOLLOWING MINIMUM REQUIREMENTS: a. EACH EXISTING SIGNIFICANT TREE REMOVED SHALL BE REPLACED WITH NEW 7REE(5), BASED ON 77E 5/ZE OF THE EXISTING 7REP A5 SHOMI BELOPI UP TO A MAXIMUM DENSITY OF 70 NEW 77215E5 PER ACRE. b. TREE REPLACEMENT RATIOS DIAMETER OF EXISTING NO. OF REPLACEMENT TREE REMOVW 7REE5 REQUIRED -12 INCHES 2 c. PRIOR TO ANY VEGETATION REMOVAL, THE APPLICANT SHALL DEMONSTRATE THROUGH A LANDSCAPE PLAN, SENSITIVE AREA MITIGATION PLAN OR OTHER MATERIALS REQUIRED PER THE REQUIREMENT5 OF THl5 CHAPTER THAT VEGETATION REPLACEMENT WILL MEET THE FOLLOWING MINIMUM STAN9AR95: (l) MINIMUM 5/ZE5 SHALL BE 2.5 -INCH CALIPER FOR DECIDUOUS TREES, 6 TO 8 FEET IN HEIGHT FOR EVERGREEN 7REE5, 24 INCHES IN HEIGHT FOR SHRUBS, AND /GALLON FOR GRGYJNDCOVER (2) REPLACEMENT PLANT5 SHALL MEET CURRENT AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS FOR NVR5ERY STOCK; (3) PLANTING AND MAIN7ENANCE OF REQUIRED REPLACEMENT VEGETATION SHALL BE IN ACCORDANCE 1417TH BE5T MANAGEMENT PRACTICES FOR LANDSCAPING WHICH ENSURE THE VEGETATIONS LONG -TERM HEALTH AND SURVIVAL. 0 20' SCALE: 40' 11_201_011 1- MEDITERRANEAN FAN PALM 5 -BLACK MONDO GRASS 60' 1R I• RR.:11,.11� - Lin in incirm inn :rfE- wstro -------- , PLANTER POTS PROVIDED BY -OWNER, INSTALL SOIL AND PLANTS PER DETAIL. 1 - IIIii-I I rraunr "if :III�11�1.r �.I�1�[�1..i,.11 �� 1�1.. Isl��>.1• 11' ala .. 1,. 1.. .. ..11 11.. 1 sm -§ ib "'1 M :.I bring lawil MAW SEAFOOD CITY ENTRANCE- PLANTER POTS r-- FLIO :.7 0 2' 4' 8' 12' SCALE I/4 "= I' ' V " ce/ i //G /, D/ 11 2" OF BARK MULCH TOPDRESS -TYP REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2010 City of Tukwila BUILDING DIVISION BACKFILL BEHIND CURB WITH 60/40 SOIL MIX NEW EXTRUDED CONC. CURB -SEE PLAN FOR LOCATIONS I" RADIUS 1111111111111111.1 �I L i 11 li 11_ 'ail �I�� 1/2" DOWEL -DRLL HOLE AND EPDXY DOWELS AT 2' O.G. EXISTING BED CONCRETE CURB ON EXIST. SIDEWALK NTS PLANTING PIT SHALL BE A MIN. OF TWICE THE ROOTS DEPTH SITE PLAN PLANTING PIT SHALL BE A MINIMUM OF TWICE THE ROOT - BALL WIDTH SHRUB PLANTING DETAIL MULCH WATERING BASIN BERM FERTILIZER TABLETS, 2 "-b" DEPTH PEEL BURLAP BACK. FROM TOP HALF OF ROOT BALL AFTER PLACING SHRUB IN PLANTING HOLE (REMOVE COMPLETELY IF FIBERGLASS OR TREATED). BACKFILL SOIL MIX (CONT., B 6 5) I" CHAINLOCK TREE • TIES LANTING PIT- SHALL BE A MINIMUM OF TWICE THE ROOTBALL WIDTH. TREE PLANTING AND STAKING DETAIL NTS (2)- BVC WOOD TREE STAKES (8' HT.) 2" MULCH IN BASIN 3' WATER RETENTION BASIN (IN SHRUB AND GROUNDCOVER AREAS ONLY) FERTILIZER TABLETS REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL. BACKFILL SOIL MIX NOTES: 1. REMOVE TREATED OR SYNTHETIC BURLAP GOMPLETELY. 2. INSTALL 24" DEPTH ROOT BARRIER AT THE EDGE OF ANY PAVING WITHIN 8 FT. OF TREE TRUNK. NTS FERTILIZER TABLET(S) -PER SPECIFICATIONS SCALE: 1"=80'-0" INE -GRIND BARK MULCH 1" MIN. II" MAX ���, . BAGKFILL WITH SPECIFIED PVC SYPHON TUBE ;; SOIL MIX WITH REMOVABLE CAP WEED FABRIC PEA GRAVEL NOTES 2" MIN. 6' MAX. GAP BOTTOM OF POT IF APPLICABLE FOR ALL POT LOCATIONS I. LANDSCAPE ARCHITECT/ OWNER TO APPROVE POT LOCATIONS PRIOR TO PLANTING OPERATIONS. 2. POTS WITH DRAINAGE HOLES SHALL BE FILLED TO BE LEAK FREE, CONSULT MANUFACTURER FOR PROPER PRODUCT. EXTERIOR PLANTER DETAIL AREA FOR SPAGI ADJUSTMENT NTS CONTINUOUS OUTER ROW OF PLANTS SPACED "X' ON CENTER AND SET BACK FROM THE PLANTING BED EDGE 2/3 'X" 2/3 "X" EDGE OF PLANTING BED TRIANGULAR SPACING WITH/ PLANTING BED 'i"'LGIFIED PLANT SPADING = "X" INDIVIDUAL PLANTS REPRESENTED AS: + 2/3 "X" PLANT SPACING DETAIL blD2 O STATE OF WASHINGTON REGISTERED ARCHITECT aiw B. Glander mote No. 405 RECEIVED APR 212010 NTS PERMIT CENTER NORTH S 6 c ,0 V! > m L. O c ,1- 9 0 o "..1 uMDJp 911 JBG checked , 0 N Oe o -o FOOl ' 11 V v LU IL ure Site Planning www.glanderassociates.com sheet L -2 of 4 1- 'STRICK WEEPING' ALASKA CEDAR 72x46° CONCRETE PLANTER -TYP AS AVAILABLE FROM DOTY $ SONS, PH 1.800.233.3807 15- PER.ININKLE -Q- 2Y2-0: Akek ‘:-Ar4gAINTILWatEs vt4-41‘.1r71.1:-4 v ;16tllkNklii24-;7".. SCREEN BY 2 "x2" PAINTED STEEL TUBING LATTICE/ GRILLE -SEE ARCHITECTURAL PLANS 6- CAMELLIA ESPALIER (2 LOCS.) 5- 'TEDDY BEAR' MAGNOLIA vow w■kwr■binra._AtOtt.1 a lam wAfArA INAWIMMak A1611111111WallIFINIF INN AV i PLANTER 'H' NEW PLANTER 4 TRELLIS 8- REEVES DWARF SKIMMA (2 LOGS.) 7 -' EVERGOLD' CAREX (2 LOCS.) 6- 'BUTTONS 'N BOWS' HYDRANGEA (2 LOGS.) 0 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2010 City of Tukwila BUILDING DIVISION 'STRICK WEEPING' ALASKA CEDAR 72 "x48" CONCRETE 'L:A ER -TYP NOTE: ATTACH CAMELLIA TO LATTICE/ !GRILLE WITS PLANT TIES -TYP r.„ AriArWarl."1"1""MTANIIMIIMINI 1 'i"` mazy 1 1 y aliatrAfiatwo*# "sir IFP I %SIP r4V AIL wVeliff r pr E/ J% Es /Rw9 5 JAPANESE ARALIA (2 LOCS.) 6- 'RAINBOW' LEUCOTHOE (2 LOCS.) PLANTER 'I' - EXISTING NORTH BED Y 1 S1-IEET NOTES 1. REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION 2 NO PLANT SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT /OWNER. 3. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT /OWNER. 4. PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL QUANTITIE-5 IN LIST WITH ACTUAL PLAN CALL -OUTS AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTITIES SHALL BE ADXSTED A5 REQUIRED FOR FIELD GOND/TION5 AT THE SPECIFIED SPACING. 5. ALL PLANTS MUST BE APPROVED BY LANDSCAPE ARCHITECT OR OWNERS✓ REPRESENTATIVE PRIOR TO INSTALLATION. 6. EXISTING IRRIGATION IN ALL BEDS SHALL REMAIN OR IMPROVED IN ORDER TO PROVIDE NEW PLANTINGS WITH FULL COVERAGE. 7. EXISTING TREES AND SHR/B5 TO REMAIN SHALL BE PROTECTED AND PRESEVERED, NO ROOT OVER 7 SHALL BE CUT. HAND TRENCH WITHIN ALL ROOTZONES. 6. TREES REMOVED TO PROVIDE V/E45 TO BUILDING SIGNAGE. EMITTER ON FLEXIBLE RISER -TYP 12" DIAMETER BACKFILL WITH SPECIFIED SOIL MIX FERTILIZER TABLETS) -PER SPECIFICATIONS WEED FABRIC —� PEA GRAVEL NOTES FINE -GRIND BARK MULCH I" MIN. II" MAX — 2" MIN. Zo 4" MAX. I I► C -1 I I —III -1 1 7'11=111111:111=111 III I1NSTALLIRRIGATION PIPE THROUGH DRAIN HOLE AND SEAL 1 —III I 1 PTO MAKE WATER TIGHT -TYP I. LANDSCAPE ARCHITECT/ OWNER TO APPROVE POT LOCATIONS PRIOR TO PLANTING OPERATIONS. 2. POTS WITH DRAINAGE HOLES SHALL BE FILLED TO BE LEAK FREE, CONSULT MANUFACTURER FOR PROPER PRODUCT. EXTERIOR TREE PLANTER DETAIL (NORTH SIDE) 1 lJ NTS 101..,4NTER • 0 1) o PINOY'S KITCHEN 1 0 11 . ,s�i ` " moo .. " ` ,' `� ' -'`; -- \ ,,,, ..<„,„ ,,„ .x,'<05,,•*'---g.,:i7 . ..---- - y Y„r ,. "C X X ,. CI: 4 , < A `CXy) rx� " s Y X k v 10 11- 2 4 0 X en -r' e _ . n 11111riffilla‘ ,4111 rant — .aw4441 SITE PLAN LrJ! • ... s b10 STATE OF WASHINGTON REGISTERED ARCHITECT a�w B. Glander floats No. 405 SCALE: 1 " =40' -O" NORTH RECEIVED APR 212010 PERMIT CENTER 0 2' 4' 8' I2' SCALE I/4 "= I' I 1 I V -. EXISTING TREE 4 GRATE TO REMAIN, CONTRACTOR SHALL PRESERVE AN PROTECT, CONNECT EXISTIRRICATION TO NEW IRRIGATION -SIB ss 2 NEW PLANTERS TO BE HAN WATERED -SEE LANDSCAPE PLAN FOR ADD ZONAL INFORMATION 0 ss EXISTING 4" JOINT SLEEVE WITH EXISTING 1" MAINLINE -FIELD VERIFY Jar. — — 1 . AINLItIE :sm.- N..! f .fl4 !a[q .a=6.4.aOM...u...!>d a+�l e.4. •- �IfeinJ...e l.. -.! Y �i AIL aft" I�IIijPd �■�- tai.-• �1." ��►~ �. �'' �. `��."�1�.rr.�lr..�.- �r."�.-�.�� r-� ;Z*+ i••wVr�.�►11►1 1.�f 3,4 EXISTING POC AT EXISTING 1" DOUG i NEW CONC. W 0 W SD EX STING TREE (R1tE TO REMAIN, CONTRACTOR SII-'ALJ PRESERVE AND PROTECT CONNECT EXIST IRRIGATION TO NEUJ IRRIGATION -TYP EXISTING TREE 4 GRATE TO BE REMOVED -TYP VERIFY EXISTING SLEEVE AND LATERAL 15 AVAILABLE TO CONNECT WITI -I WESTFIELD'S EXISTING IRRIGATION. FIELD VERIFY EXISTING IRRIGATION IN BEDS E, F, 4 G. EXIST. t. TYP 11/2" SL. PLANTER 'E, F 8 Cs' ss EXI NGT RE • IN, CON PRESER CO CT EXIST' NE E 4 GRATE TO tRACTOR SHALL AND PROTECT, IRRIGATIO IRRIGAT 1 -TYP AST ^ ss —0 ss . — — LIMIT OF WORK -TYP REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2010 EXISTING 3" SLE VE4 MAINLINE: City of Tukwila BUILDING DIVISION 6" -TYP VALVE C1-TART VALVE 1 GPM 1 SIZE I 123 1" 2 14.4 I" 3 21 3/4" DRIP 4 EXISTING I" 5 EXISTING I" 6 EXISTING 1" 1 EXISTING 1" SHEET NOTES /. PLAN /5 545E0 ON /NFORC7AT /aV PROVIDED DY OTHERS. COVTR4C7OR SHALL FIELD VERIFY LCC.AT/CW OF ALL EX /ST /Nls /RR /GAT /ON CONFAVENTS, E%/ /PMENT AND FUNCTIAVAL /77: 2 EX /5T /NG N /RING, SLEEVES, GOUSLE CAECA; DRAINS < 00 /CA" COUPLERS TO RFMA /N COVTRACTOR /5 RESfOWS /5LE FOR MA /NTA /N/NG FUNCT /ONALITY TO 77/5 EX /STING SYSTE/'! NOT AFFECTED 5Y 771/5 NORA ANY DAMAGE TO EX /STING /RR /GAT /AV COPIPC vENTS TO REMA /N SHALL DE REPAIRED AT NO ADD /T /CWAL COST TO ONNER. 3. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF ACTUAL SITE CONDITIONS O /FFER Real THAT Nil/C1/ ARE .51/ NN IN 7x1/5 PLAN SET 4 CONTRACTOR SHALL DEMOL /SH AND REMOVED EX /5T /NG /RR /GAT /AV EON/ /PMENT AND CCPIFV YENTS NOT TO REMAIN SINGLE - OUTLET EMITTER: RAINBIRD PRESSURE - COMPENSATING MODULE PC- XX -10 -32 WIN PC DIFFUSER CAP \ 7 IRRIGATION S1 --IEET NOTES THIS PLAN IS DIAGRAMMATIC; ALL PIPING, VALVES, ETC. SHALL BE INSTALLED IN SHRUB BEDS WHERE POSSIBLE AND SHALL FOLLOW THE PLAN AS CLOSE AS I5 PRACTICAL. 2. LOCATE ALL MAINLINES WITHIN THE PROJECT LIMITS. 3. PIPE SIZES ARE CONSTANT BETWEEN PIPE SIZE CALL -OUTS. 4. REFER TO DETAILS FOR ADDITIONAL INFORMATION. 5. ALL PIPING AND WIRING UNDER PAVED AREAS SHALL BE HOUSED IN CLASS 200 PVC SLEEVES INSTALLED AT A 24" DEPTH. SIZE SLEEVES AS NEEDED TO ACCOMMODATE PIPE AND WIRES, UNLESS OTHERWISE SPECIFIED ON DRAWING. 6. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO ADDITIONAL COST. ADJUST HEAD POSITIONS AND ADD OR DELETE HEADS AS NEEDED DEPENDING ON ACTUAL FIELD CONDITIONS. 7. ALL MANUAL, GATE AND ELECTRICAL VALVES AND OTHER UNDERGROUND EQUIPMENT 5HALL BE HOUSED IN NELSON, AMETEK OR EQUAL RECTANGULAR VALVE BOXES. 5. NO IN -LINE WIRE SPLICES ALLOWED. SUPPLY VALVE BOXES AT ALL ELECTRICAL JUNCTIONS. TAPE AND BUNDLE WIRES EVERY 25 LINEAR FEET. q. CONTRACTOR IS RESPONSIBLE FOR COMPLETE SYSTEM DRAINAGE. INSTALL KING BROS. 1/2" AUTOMATIC DRAIN VALVES AT LATERAL LINE LOW POINT(S). CONTRACTOR SHALL PROVIDE ADJUSTABLE CHECK VALVES ON ANY IRRIGATION HEAD THAT EXPERIENCES LOW HEAD DRAINAGE. 10. ALL THREADED PIPE CONNECTIONS SHALL BE MADE USING TEFLON TAPE WRAPPED AT LEAST THREE TIMES AROUND PIPE THREADS. II. ALL GATE AND ELECTRIC VALVES SHALL BE INSTALLED WITH UNIONS ON THE DOWNSTREAM END OF THE VALVE (REFER TO DETAILS). 12. ALL PIPE SHALL HAVE A FIRM UNIFORM BEARING FOR THE ENTIRE LENGTH OF EACH LINE, FREE OF ROCKS OR DEBRIS. ALL TRENCHES CONTAINING PIPE AND /OR HIRES SHALL BE EACKFILLED WITH CLEAN TOPSOIL, FREE OF ALL LUMBER, RUBBISH AND ROCKS OVER I" IN SIZE, OR CLEAN SAND IF CLEAN TOPSOIL IS NOT AVAILABLE. 13. CONTRACTOR SHALL PROVIDE OWNER WITH ONE SET OF AS -BUILT RECORD DRAWINGS SHOWING EXACT ACTUAL LOCATIONS OF ALL SPRINKLER EQUIPMENT. CONTRACTOR SHALL ORIENT OWNER WITH COMPLETE SYSTEM AND CONTROLLER OPERATIONS, AND WINTERIZATION PROCEDURES. 14. CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT SHOWN ON THE PLANS AND INDICATED IN THE SPECIFICATIONS TO ACHIEVE PROPER OPERATION OF SAID EQUIPMENT. ALL EQUIPMENT INSTALLATIONS, ELECTRICAL AND PLUMBING CONNECTIONS SHALL BE IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES, THESE SPECIFICATIONS, AND THE MANUFACTURERS RECOMMENDATIONS WHETHER INDICATED ON THE DRAWINGS OR NOT. 15. CONTRACTOR SHALL INCLUDE IN HIS BID ONE FALL WINTERIZATION AND ONE SPRING ACTIVATION OF IRRIGATION SYSTEM. THESE ACTIVITIES SHALL BE INCLUDED AS PART OF OWNER ORIENTATION PROCEDURES. ANY DAMAGE TO THE IRRIGATION SYSTEM OR THE LANDSCAPE AS A RESULT OF FAILURE TO COMPLY WITH THESE REQUIREMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 16. CONTRACTOR SHALL GUARANTEE IN WRITING ON HIS COMPANY LETTERHEAD ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE FULL YEAR FOLLOWING ACCEPTANCE OF SYSTEM INSTALLATION. 17. BACKFLOW PREVENTOR SHALL SE INSPECTED AND TESTED BY A CERTIFIED BACKFLOW DEVICE INSPECTOR. PROVIDE OWNER WITH ONE COPY OF APPROVAL CERTIFICATE IS. SPECIAL CARE MUST BE TAKEN (HAND DIGGING TRENCHES, DESIGNING- LINES TO STAY OUT OF THESE AREAS WHERE POSSIBLE, ETC.) TO ENSURE DAMAGE TO THE TREES DOES NOT OCCUR. ANY IRRIGATION WORK PERFORMED WITHIN THE DRIP LINE OF EXISTING TREES MUST BE INSTALLED IN SUCH A MANNER AS TO NOT CAUSE DAMAGE TO THE ROOTS, TRUNK OR BRANCHES FROM DIGGING TRENCHES, OPERATION OF MACHINERY, ETC. CONTRACTOR SHALL NOT CUT ANY ROOTS OVER 2" IN DIAMETER. ROOTS LESS THAN 2" IN DIAMETER THAT ARE CUT SHALL BE CLEANLY PRUNED WITH SHARP INSTRUMENTS (PRUNERS, LOPPERS, ECT...), APPLY ROOT PRESERVATIVE TO ALL PRUNED BRANCHES. 9 .1! POLYFLEX RISER: RAINBIRD PFR/FRA (LENGTH AS REQUIRED), TOP OF MULCH /FINISHED GRADE .El eL 10 "W i'LANTER olz? wW 11-I Q T43 E ZO OU `UO W Z• f,t 411 4-".0AirtN 1 { TS l:+waw,l tlama!^.+sH`+xlk�*zluvti�le l.r'.?.*W. Liam.�n< Mom !?!3 I+.+SP•. Acir1111111•PAZIMIIMILIONIErallaillti a �Irs��flr- sa 1 _ 110 larars,�►,�11111f r 1111 ors AVIV ,111r.IW�rwr �Arl r ,r z c_ T�- T�'�ANCE ePLANT ar,11:0 � a O ... o .:..�.:-- -:::.: -- ;E5-Fr4"-a'o XT -700 DISTRIBUTION TUBING 0 (A) EGF EMITTER ON POLYFLEX RISER PINOY'8 KITCHEN NTS SCH. 40 PVC TEE PLANTER (NORTH SIDE) KING BROS. 1/2" AUTOMATIC DRAIN VALVE 6" PROTECTIVE PVC SLEEVE z N GRAVEL SUMP Jno 2 CU. FT. DRAIN GRAVEL :r. :1: :11:1 2 a. MATCHLINE- PLANTER '1 (NORTH SIDE) F'LANITEIR 'A B G, H' IRRIGATION EG2UIPMENt LIST SYMBOL 1 MFR 12" POP UP SHRUB SPR W/ 180 °, 90° 4 ADJUSTABLE SPRAYS 1 CATALOG NO. 1 DESCRIPTION e 3 3 RAINBIRD 1812 10' SERIES 12" POP UP SHRUB SPR W/ 180 °, 90° 4 ADJUSTABLE SPRAYS e ®® RAINBIRD 1812 8' SERIES 12" POP UP SHRUB SPR. W/ 180 °, 120 °, 4 90° SPRAYS In of RAINBIRD 1812 4 -LCS /RCS 12" POP UP SHRUB SPR W/ LEFT 4 RIGHT CORNER STRIP SPRAYS 0 RAINBIRD SQ QTR/HLF ADP24 SQUARE PATTERN NOZZLE ON A 24" POLYFLEX RISER UJITW ADAPTER O TORO P-220-26-04 1" ELECTRIC REMOTE CONTROL VALVE UJ/FLOW CONTROL ® DRIP TORO DZK EZF -0 -15 LF DRIP ZONE KIT WITH AN EZ -FLO PLUS 3/4", LOW FLOW 4V5 VALVE (ZONE 3 ONLY) NOT SHOWN TORO TWRS WIRELESS RAIN SENSOR (INSTALL PER MANUFACTURER'S INSTRUCTIONS) I TORO TMC- 212 -OD MODULAR 12 STATION SOLID STATE CONTROLLER NOT SHOWN TORO TSM -02 2 STATION MODULE TO EXPAND CONTROLLER TO 6 STATIONS (2 REQUIRED) NEW 1" PRESSURE MAINLINE, SCH. 40 PVC PIPE, INSTALL a 18" DEPTH EXISTING 1" PRESSURE MAINLINE, SCH. 40 PVC PIPE, FIELD VERIFY EXACT LOCATION, REPLACE ONLY IF DAMAGED XDF -06 -I2 DRIPLINE TUBING WITH Ob. GPH 61 12" O.G., INSTALL AIR RELIEF KIT (RAINBIRD -AR VALVE KIT) ON LOW POINT OF LINE s LATERAL LINES, CLASS 200 PVC PIPE, INSTALL 6 12" DEPTH (24" UNDER PAVED AREAS) s S` EXISTING CLASS 200 PVC PIPE SLEEVES, FIELD VERIFY LOCATIONS � = s'" : NEW CLASS 200 PVC PIPE SLEEVES, INSTALL e 24" DEPTH s _NOT SHOWN *14 -AUJG DIRECT BURIAL LOW - VOLTAGE WIRE, RED= SIGNAL WHITE= COMMON NOTE: ALL WIRES TO BE INSTALLED AS PER LOCAL CODES. NO "IN- UNE" WIRE SPLICES ALLOWED. TAPE AND BUNDLE WIRES EVERY 20 FEET. PROVIDE EXPANSION COILS AT EACH VALVE - WRAPPING WIRE AROUND 1/2" PIPE 15 TIMES. ALL THREADED CONNECTIONS SHALL BE MADE WITH TEFLON TAPE 1111 - 1111 1111ff% SHED. 80 PVC UNION LATERAL PIPE TO SPRINKLERS VALVE BOX COVER FINISH GRADE AT UP OF BOX IN TURF AND PAVED AREAS; 1" BELOW UP IN ALL OTHER AREAS VALVE BOX; REFER TO IRRIGATION SHEET NOTES AND /OR SPECS ELECTRIC CONTROL VALVE SCH. 80 PVC NIPPLE SCH. 40 PVC & FITTING 2 X 4 CEDAR BLOCK NOTE: INSTALL AT LOW POINT(S) OF EACH VALVE LATERAL UNE SYSTEM TO FACIUTATE COMPLETE DRAINAGE. 12" MIN. AUTOMATIC DRAIN VALVE FINISH GRADE NTS WALK OR CURB 3" Z A 0 1111 1111 11' -'11= 1111 - 1111 =1111= =_1111=1111 €1111 1'- -1111= = 1111 =1 II I' IIIIIII I IIIllp; , X1.11 LOW VOLTAGE WIRES c ° ° ° $ 1 CU. FT. DRAIN GRAVEL BELOW VALVE ELECTRIC CONTROL VALVE TAPE AND BUNDLE WIRES SCH. 80 PVC NIPPLE; LENGTH AS REQUIRED SCH. 40 PVC FITTING PRESSURE MAINUNE SPRINKLER BODY 1 -SCH. 40 & 2- MARLEX STREET ELLS OR PRE - ASSEMBLED SWING JOINT W/ SCH. 40 SWIVEL ELLS THREADED RISER (IF NEEDED) SITE PLAN ° 30° -45° NTS LATERAL UNE FITTING POP -UP SPRINKLER ASSEMBLY NTS STATE OF WASHINGTON REGISTERED LAND �'� P�A�RCHITECT giii,,}}' B. Glander �ificate No. 405 NORTH SCALE: 1 "= 40' -O" RECEIVED APR 212010 PERMIT CENTER 10' SCALE: 20' "=-1C-0" 30' e 0 -0 C 0 N .> 1 d c 0 o d Ic 0 0 O I. 1\ sheet L -4 of 4 NIN NIN to N re) N N -I SEA FIR S FIRST B�NK OF ICE BUILD NG N N N N N '- '- N 288.36' In THE BON DEPT. STORE 4 FLOORS MALL SHOPS A MALL SHOPS B MALL SHOPS C MALL SHOPS G MALL SHOPS F MALL SHOPS E MALL SHOPS D J.C.PENNEY DEPT. STORE 3 FLOORS M M :11,7»41 N N M M h^ N I^ NI- I M r ao c rn rn ao FIRESTONE NIN CO NIN co co N (ID DOUBLE TREE INN VICINITY MAP STRAN7ER BLVD. O PARKWAY 1- w V BAKER BLVD L } 0 z yr L 0 Z NO SCALE PARK EAST OVERALL REFERENCE SITE PLAN SCALE 1"="101-0" REVIEWED FOR CODE COMPLIANCE �PPn®VED APR 2 8 2010 City of Tukwila B- U DING DIVISION b1.0 %- 0,20 RECEIVED APR 212010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04-10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 NODEII RETOR Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON. CONSULTANT: J Z nnn � O ...v DRAWING TITLE: 04 -12 -2010 CONSTRUCTION REVISIONS: A A A A A A A A A A A A DATE 02 -09.10 JOB NO. 09293 SHEET NUMBER AR -1.0 f 10054 -005 003- 0002815 WA 8297 2921 SC 7197 024968 -1 NC 9813 OH 213211 PA 2515 NJ 33L100360700 1301053290 MS 3941 MO A- 200153837 ME ARC3128 IN AR10300011 RA011511 IL 001 - 018361 FL AR91504 GA TIP. O TYP r - JO' 71 C ===.._71 // II _=f L L A6.1 TYP. TYP. TYP. 4 TYP. TYP. TYP. TYP. \\ \\ \\ n \\ / \ \\ / \ \\ , \ \\ / \ \\ \\ \ \ \\ `\ X\ TYP. \/ // /\ / \ CO TYP. TYP. TYP. DEMOLITION PLAN NOTES: REVISION I. REMOVE EXISTING FREIGHT ELEVATOR AND ALL ASSOCIATED EQUIPMENT. 2. REMOVE EXISTING HYDRAULIC PASSEhI'sER ELEVATOR AND ALL ASSOCIATED EQUIPMENT. 3. REMOVE EXISTING HYDRAULIC ELEVATOR JACK 4. REMOVE EXISTING ESCALATOR AND ALL ASSOCIATED EQUIPMENT. 5. REMOVE EXISTING ALUMINUM STOREFRONT M ITS ENTIRETY. 6. REMOVE EXISTING DOOR AND FRAM. 1. REMOVE EXISTING METAL STAIR SYSTEM COMPLETE. 8. REMOVE EXISTING MERCHANDISE CONVEYOR BELT SYSTEM COMPLETE. 9. SAW -CUT EXISTING: MASONRY WALL AS REQUIRED FOR NEW DOOR INSTALLATION. TOOTH -IN BRICK TO MATCH EXISTING ON EXTERIOR WALL. FIELD VERIFY EXACT LOCATION TO COORDINATE WITH EXISTING JOINT LOCATIONS AND EXISTING EXTERIOR MARSI.1 GAS INTAKE LOCATION. 10. REMOVE ALL METAL STUD OR WOOD PARTITIONS COMPLETE. 11. REMOVE EXISTING COLUMN FINISHES DOWN TO STRUCTURAL COLUMN. 12. REMOVE EXISTING LAY -IN CEILING SYSTEM IN ITS ENTIRETY. 13. REMOVE EXISTING LIGHTING IN ITS ENTIRETY UNLESS NOTED OTHERWISE. SEE ELECTRICAL. 14. REMOVE EXISTING DUCTWORK IN ITS ENTIRETY UNLESS NOTED OTHERWISE. SEE MECHANICAL. 15. REMOVE EXISTING PIPING IN ITS ENTIRETY UNLESS NOTED OTHERWISE. SEE MECHANICAL. 16. REMOVE EXISTING CARPET OR VINYL TILE IN ITS ENTIRETY. 11. REMOVE ALL EXISTING WALL MOUNTED MERCHANDISING EQUIPMENT (IE. SLAT WALL, SHELVING BRACKETS, ETC.). 18. EXISTING WALL TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. 19. EXISTING ROOF ACCESS LADDER TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. 20. EXISTING DOOR(S) TO REMAIN. 21. EXISTING STEEL COLUMN TO REMAIN. 22. EXISTING OVERHEAD DOOR AND ASSOCIATED TRACK AND HARDWARE TO REMAIN. 23. EXISTING METAL STAIR TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. 24. EXISTING ROOF DRAIN PIPING TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. 25. EXISTING MARSH GAS EXHAUST SYSTEM PIPING TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. 26. REMOVE EXISTING TILE VENEER. PREP SUBSTRATE FOR NEW ARCHITECTURAL FINISH. 21. EXISTING ARCHITECTURAL COLUMN COVER TO REMAIN. PROTECT DURING: ALL PHASES OF CONSTRUCTION. 28. EXISTING EXTERIOR GYP. BD. SOFFIT TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. 29. EXISTING SOFFIT TO REMAIN. r U 30. REMOVE EXISTING ARCHITECTURAL COLUMN COVER STRUCTURAL COLUMN TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. North Entry /Trellis 12.10.09 4.15.10 31 REMOVE PORTION OF EXISTING ERICK PAVING DOWN TO GRADE AS REQUIRED FOR NEW FOOTING / PLANTING AREA INSTALLATION. EXISTING CONCRETE CURB AND REMAINDER OF SIDEWALK TO REMAIN. TYP. I I I I TYP. TYP. TYP. TYP. TIP. TYPICAL T1-115 FLOOR A. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN OR OTHERWISE INDICATED ON THE DRAWINGS_ ANY DISCREPANCIES SHALL BE IMMEDIATELY COMMUNICATED AND DESCRIBED TO THE ARCHITECT. B. C. D. E. F. G. H. I. J. COORDINATE WITH THE CITY THE SCHEDULING OF WORK THAT WILL AFFECT ANY PORTION OF CITY OWNED PROPERTY INCLUDING ALL UTILITIES. COORDINATE WITH THE OWNER THE SCHEDULING OF WORK TO BE DONE THAT WILL AFFECT THE USE OF ANY PORTION OF THE BUILDINGS OR SITE, INCLUDING ALL UTILITIES, ETC. THE DIMENSIONS ON THE FLOOR PLANS ARE TO FACE OF BRICK CONCRETE BLOCK AND FACE OF ROUGH FRAMING UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE ACTUAL. PATCH HOLES AT ALL DEMOLITION AREAS TO MATCH EXISTING. PROPOSED O DINED FOR 12z COMPLIANCE APPROVED a MAY 0 4 0 I BUILDING DIVISION BE.1 • O U r o by a 0 ill • E-4 CiS 0 01 • 1p,,•� ��ii f-I U aW a S ALL CONSTRUCTION SHALL COMPLY WITH ALL LOCAL GOVERNING CODES TO INCLUDE, BUT NOT LIMITED TO BUILDING, FIRE, HEALTH AND ACCESS I8ILITY. CONTRACTOR IS RESPONSIBLE FOR DETERMINING LOCATION AND PROTECTION OF UTILITIES INCLUDING ANT THAT MAY NOT BE SHOUN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROTECT EXISTING BUILDINGS, UTILITIES, LANDSCAPING, LAWN AREAS, PAVING, ETC. INCLUDING THOSE NOT INVOLVED IN THE CONSTRUCTION. ANY ITEMS OR AREAS THAT ARE DAMAGED DURING CONSTRUCTION WILL BE REPAIRED OR REPLACED BY THE CONTRACTOR. INSTALL GYP. BD. CONTROL JOINTS AT 40' O.C. MN. (AND AT LOCATIONS AS SHOWN) AT ALL GYP. BD. CEILINGS, WALLS, AND BULKHEADS TYP. TYP. TYP. TYP. // // // // // // // / TYP. TYP. L' riff // // // // // _ // // LI NOT1-1 ENTRANCE DEMOLITION PHOTO N.T.S. TYP. TYP. TYP. TYP. TYP. TYP. CO CO 00 rf I- 7 L TYP. TYP. TYP. TYP. TYP. // // A // // // // TYP. TYP. II I I I EAST ELV4T1ON DEMOL MON PHOTO N.T.S. DATE: 11 -18 -09 SCALE- NOTED FILE NAME- DRAWN: CHEW JMf \\ U TYP. TYP. CiAF�TIA(V�YILA APR 27 2010 PERMIT CENTER n 212'4" 30'-51/2" 30'-5 I /2" irk .•••.• ••••••••••••••••••••• 2' -4" 5143" REQUIRED RECYCLIN (1852.080 TMG) WAREHOUSE ••••••••••••••••• • • •••••••••••••••. HALLWAY #3 /I / I / I I/ I IL -J A -6.0 / (TYPJ 6' -2" 4' -10" lii Tea o p ►i tlr�� / �• ' / rA\ ti A -6.1 0) HALLWAY #2 FD. SEAFOOD PREP. 41 SO. FT. REQUIRED RECYCLING AREA (1852.080 IMO) A 0, -_n.- /LKER • W ss N A -6.1 (TYP. OF IS) ENTRY #2 0 O n 0, AFAIMMINSit HALLWAY #1 \ % \ (rYPJ \ N/ X X \ / \ < X >. \ / \ / \ `< X > \ /\/ /4 / /,'; < I I > /'' / PRODUCE X /< \ / / >/ I n / X \ < X \ / \ / >' \/ / / D .- 1 % /� /' ( / / rmpJ I I I / / / 1 \ \ - / / / / / \\ \\ \ ENTRY #I / // //' \ \ \ \ 101 , / 7 \\ i 1,, itsitautlitt n r •:...:.:.:.:.:❖:.:•:•:•:•:•:•:•:•:•:•:•:•:.:.:.:.:.:.:.:.:.:•:•:•:•:•:•:•:•:•: •:•: ❖:.:.:.:.:.:•:•:.:.:•:•:•:. .:. ,:.- .:� •,.:•:•:•:. •,... e.. •: :.. •:•:•:. ;. - - - -- �_� YI N PRODUCE 136 0 ) ui (rYPJ • SUITE 1501 (SEE SHEET A -I3) 1:I° T - J Ov. -w n ■■■FA1 In 0 U) U) N U) U1 U) U) 2'-0" 24'-4" 2' -10 " Y.I.F. I M.O. - III AR, IF\ M.O. KEYNOTES 14 15 0 17 IS la 21 22 TRENCH DRAIN, SEE 23 24 25 LINE OF (E) CANOPY TO BE RESURFACE/RE -SKIN, SEE A-4.0 FOR MATERIALS 4 FINISHES LINE OF SOFFIT AND /OR VALANCE, SEE A -2.0 REFLECTED CEILING PLAN LINE OF EXISTING CHEVRON BRACING, SHOWN FOR CLARITY ONLY NEW ALUGOBOND (ACM) COLUMN COVER AND CAPITAL NEW PILASTER, SEE A-4.0 FOR MATERIAL 4 FINISH NEW GLASS PANELS TO EXTENT SHOWN, SEE A -4.0 FOR ADDITIONAL INFO ADA ACCESSIBLE CHECKSTAND, SEE FLOOR PLAN NOTE *I WRAP EXISTING STEEL COLUMNS EXPOSED TO PUBLIC /CUSTOMERS VIEW W/MIN. 20 GA. STAINLESS STEEL OVER MIN. 3/4" PLYWOOD TO CEILING HEIGHT, SEE (E) CONCRETE SLAB, FINISH PER FLOOR FINISH PLAN PROVIDE 5/" GYPSUM WALL BOARD AT EXISTING STUD WALL TO EXTENT SHOWN ROOF ACCESS LADDER AND HATCH, SEE WALK -IN COOLER ACCESS LADDER, SEE 3/a" THK. NON -SLIP STEEL PLATE OVER RIGID INSULATION AND 3 -PLY HOT MOPPED W.P. MEMBRANE, SEE STRUCTURAL DRAWINGS PROVIDE DOOR STOP TO PROTECT FREEZER DOOR CASE GUARD/EUMPER PIPE BOLLARD, SEE NEW TRASH COMPACTOR ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS (5) 2 "41) CONDUIT, SEE ELECTRICAL DRAWINGS rROb`t9C CLECTR1GAL r lid REFRIGERATION WARNING ALARM, SEE REFRIGERATION DRAWINGS PROVIDE 3/4' PLYWOOD FINISH AT ONE SIDE OF COOLER EXISTING ROOF AND OVERFLOW DRAIN TO REMAIN EXISTING MARSH GAS VENT PIPE TO REMAIN ON -SITE CONCRETE TO MEET AND MATCH FLUSH WITH FINISHED FLOOR Fl ELECTRICAL EQUIPMENT DEDICATED CLEAR SPACE - PAINT. 4" WIDE DIASONAL STRIPING AT 2' -O" O.G. (2 GOATS), TYP. SHEET METAL FALSE COLUMN, COORDINATE SIZE AND LOCATION WITH FIXTURE PROVIDER AND ELECTRICAL DINGS. SEE FLOOR PLAN NOTES PROVIDE (2) ACCESSIBLE CHECKSTANDS. CHECKSTANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MIN. 56" AISLE ON CUSTOMER SIDE OF THE CHECKSTAND W/ ADJOINING COUNTER HEIGHT NOT EXCEEDING 38" ABOVE THE FINIS HED FLOOR W/ THE TOP OF THE COUNTER LIP NOT TO EXCEED 40" ABOVE THE FINISHED FLOOR. 2. ACCESSIBLE CHECKSTANDS SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEEL CHAIRS WHICH DISPLAYS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND and STATING "THE CHECKSTAND TO BE OPEN ® ALL TIMES FOR CUSTOMERS WITH DISABILITIES ". SEC.:3I03A(G)2C(III). 3. WHERE "QUICK" CHECKSTAND(5) ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. SEC.; 3I O3A(G)2C(I I I). 4. PROVIDE STAINLESS STEEL COVER @ BACK OF HOODS and OVENS WHERE CERAMIC TILE DOES NOT OCCUR. FILED VERIFY W/ OWNER'S REPRESENTATIVES; FULL HEIGHT X WIDTH OF HOOD, TYP. 5. REFER TO ROOM FINISH SCHEDULE, SHEET A -1.O FOR MORE NFORMATION 6. PROVIDE STAINLESS STEEL METAL CLOSURE STRIPS @ ALL CASE and WALL INTERSECTIONS - TYP. 1. ACCESSIBLE COUNTER MIN. 36" LONG AND NO MORE THAN 28" TO 34" ABOVE FINISHED FLOOR AT BAKERY, SERVICE DELI, SEAFOOD SALES PER SEC.: 112213.4. S. GENERAL CONTRACTOR TO HIRE REFRIGMECH. CONTRACTOR FOR ALL FINISHED STAINLESS STEEL METAL WORK. 4. ALIGN ALL FINISHES 8 SEAL ALL GAPS. 10. WHERE INDICATED: FLOORS THAT ARE SLOPED TO DRAIN, SHALL SLOPE 4" PER FT. MAXIMUM. I I. PROVIDE LEVEL FLOOR AT COOKING EQUIPMENT. 12. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR - CEILINGS and ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED. 13. SEE PLUMBING DRAWINGS FOR SIZES and LOCATIONS OF FLOOR SINKS, FLOOR DRAINS: UNDERGROUND TRENCHES FOR WATER and DRAIN PIPES, GREASE TRAPS; VENT PIPES, WATER PIPES, and DRAIN PIPES IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 14. SEE ELECTRICAL DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES FOR ELECTRICAL CONDUITS, FLOOR DUCTS, and STUB UPS; WALL and FLOOR OUTLETS, CONDUITS IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 15. SEE MECHANICAL AND REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES, FLOOR SINKS, DRAIN LINES; VENT PIPES and WATER PIPES IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. . CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB COOLER and FREEZER BOXES WITH THE MANUFACTURER, PRIOR TO FORMING and POURING THE CONCRETE CURBS. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB CASES, TUBS and OTHER FIXTURES, PRIOR TO BEGINNING THE CONSTRUCTION. PROVIDE FURRING, STUB UPS, OUTLETS, WATER and DRAIN PIPES PER MANUFACTURER'S REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL CONDITIONS EXISTING OR NEW, VERIFY and INFORM ARCHITECT OF ALL DISCREPANCIES ON PLANS and OTHER DISCIPLINE PLANS MENTIONED ABOVE PRIOR TO COMMENCING THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS DUE TO FAILURE TO DO 50. la. SEE MECHANICAL and REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF REFRIGERATION and ELECTRICAL CENTERS. 20. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL SUB - CONTRACTORS TO ENSURE THAT THE LOCATION OF ALL VERTICAL PIPES and CONDUITS ARE GROUPED TOGETHER IN THE SAME APPROXIMATE AREA. 21. ELECTRIC DROP CHORDS FROM CEILING -EXACT LOCATION TO BE DETERMINED / COORDINATED BY SEAFOOD CITY AND G.G. 22. NEW CONCRETE SLAB TO BE FLUSH WITH EXISTING ADJACENT CONCRETE SLAB. ALSO REFER TO STRUCTURAL DINGS. 23. REFER TO ELECTRICAL DINGS. FOR NEW WALKER DUCT INFORMATION. 24. TACTILE EXIT SIGNS THAT STATE "EXIT" OR "EXIT ROUTE" TO BE INSTALLED AT ALL EXIT 25. DOORS AND EXIT ACCESS DOORS PER 10113. REFER TO SHT. Al DOOR TYPES K, (51W 26. FOOD PREP AREA WALLS TO BE CONSTRUCTED ON CONC. CURBS REFER TO DETAIL 5/A6.1, U.N.O. /A}\ 21. THERE ARE NOT TO BE ANY UNNECESSARILY EXPOSED UTILITIES ALONG WALLS, CEILING AND FLOORS. 28. GENERAL CONTRACTOR TO PROVIDE POSTIVE SLOPE TO DRAINS IN FOOD PREPARATON, RESTROOMS. 24. REFER TO DETAIL Q /A -6.0 AND MECHANICAL DINGS FOR MORE INFROMATION. LEGEND FLOOR PLAN SCALE 1/8"=P-0" WALL TYPES WINN - -=11•IR Ersi == (E) GMU WALL (W/ FURRED WALL WHERE OCCURS) TO REMAIN (E) STUD WALL (E) I HR. RATED WALL (E) FULL HEIGHT DEMISING WALL (PROVIDED BY RETAIL CENTER) I HR. RATED WALL (IC) STUD PARTITION WALL W/ 5/8" GYP. BRD. BOTH SIDES TO MIN. 6" ABOVE CEILING LINE. ALSO REFER TO I2/A -62 AND STRUCTURAL DINGS. (N) 4'-6" HIGH LOW PARTITION WALL (N) COOLER/ FREEZER WALL 17-77/ / /// r ///1 (N) GONG. SLAB HB. (N) SLAB CUT FOR FLOOR DRAIN FIRE EXTINGUISHER, C -CLASS (K- CLASS IN KITCHEN) HOSE BIB (SEE PLUMBING DRAWINGS) F.S. FLOOR SINK (SEE PLUMBING DRAWINGS) REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2010 City of Tukwila BUILDING DIVISION RECEIVED APR 212010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04-10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 NODEI RETOR Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 ,J .' 'ERBERT N. NADEL STATE OF WASHINGTON GISTERED ' CHITECT CONSULTANT: 0 w a J a c 0 0 J u. DRAWING TITLE: 0 0 CV CN I di 0 H W CONSTRUCTION REVISIONS: HEALTH DEPT. A COMMENTS BLDG. & SAFETY 1 COMMENTS BLDG. & SAFETY 2 COMMENTS BULLETIN #3 /3\.V09/2010 DATE 02 -09 -10 JOB NO. 09293 SHEET NUMBER. A -1.0 10054 -005 2921 SC 7197 024988 -1 NC 9813 OH 213211 PA 2515 NJ 33L100380700 1301053290 MS 3941 MO A- 200153837 RA011511 IL 001 - 018361 IN AR10300011 FL AR91504 GA 4 TYP. TYP. 10 4 TYP. TYP. TYP. TYP. TYP? TYP. FUTURE TENANT 2 1' -11" 31' -6" 1' -11' 20 A6.I 23 wawaMAN ioWei aOa o i 21 24 C TYP. TYP. TYP. TYP. ,46.1 TYP. TYP. • .- ‘• d • a 11:" .•• 9 4 TYP. TYP. TYP? 4 TYP. TYP. TYP. 8 8 8 TYP. TYP. TYP. 9 U1 TYP? TYP: TYP. FUTURE TENANT 1 NEW CONSTRUCTION PLAN NOTES: I. 4" CONCRETE SLAB OVER I 1/2" METAL DECK OVER EXISTING FREIGHT ELEVATOR PIT. SEE STRUCTURAL. 2. 4" CONCRETE SLAB OVER 11/2" METAL DECK OVER EXISTING HYDRAULIC PASSENGER ELEVATOR PIT. SEE STRUCTURAL. 3. 4" CONCRETE SLAB OVER 11/2" METAL DECK OVER EXISTING ESCALATOR PIT. SEE STRUCTURAL. 4. EXISTING WALL TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. 5. EXISTING ROOF ACCESS LADDER TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. 6. EXISTING DOORS) TO REMAIN. 1. EXISTING STEEL COLUMN TO REMAIN. 8. EXISTING OVERHEAD DOOR AND ASSOCIATED TRACK AND HARDWARE TO REMAIN. 9. EXISTING METAL STAIR TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. 10. EXISTING ROOF DRAIN PIPING TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. 11. EXISTING MARSH GAS EXHAUST SYSTEM PIPING TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. 12. EXISTING ARCHITECTURAL COLUMN COVER TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. 13. 5/8" TYPE 'X' GYP. BD. EACH SIDE OF 6 ". 20 GA. METAL STUDS AT 16" O.C. WITH R -11 SOUND BATT INSULATION. WALL SHALL EXTEND FROM FLOOR TO UNDERSIDE TO STRUCTURE ABOVE. PROVIDE SLIP TRACK CONSTRUCTION AT TOP OF WALL. WALL SHALL HAVE LEVEL 4 FINISH AND READY FOR TENANT PAINT. I-1-1R RATED WALL CONSTRUCTION REQUIRED. 14. ALIGN NEW WALL FINISHES WITH EXISTING STAIR ENCLOSURE FINISHES. 15. 3' -0" X 1' -2" INSULATED HOLLOW METAL DOOR IN HOLLOW METAL FRAME. DOOR SHALL WAVE CLOSER. LOCKING EXIT DEVICE. HINGES. THRESHOLD AND WEATHER- STRIPPING TO MATCH EXISTING MALLS HARDWARE PAINT TO MATCH MALL'S EXISTING; PAINT SCHEME. 16. 8" BULLNOSE CMU JAMBS. TOOTH -IN BRICK TO MATCH EXISTING ON EXTERIOR JAMBS. SEE STRUCTURE FOR LINTEL REQUIREMENTS. 11. EXISTING MARSH GAS SYSTEM INTAKE. FIELD VERIFY EXACT LOCATION. 18. 4" CONCRETE SLAB 0. • G I. - IN BR! • VENE - OVER COMME = IAL = DING WRAP OVER 5/8" TYPE 'X' GLASS MAT REINFORCED GYP. BD. OVER 6 ", 20 GA METAL STUDS AT 16" O:C. AND R -I9 BATT INSULATION. 20. LINE OF EXISTING SOFFIT ABOVE. 21. 2" WATER MANAGED EIFS OVER FLUID APPLIED AIR INFILTRATION BARRIER OVER 5/8" TYPE 'X' GLASS MAT REINFORCED GYP. BD. OVER 6" METAL STUDS AT 16" O.C. WITH R -19 BATT INSULATION. EIFS FINISH TO BE LIGHT SAND TEXTURE AND COLOR TO MATCH ICI PAINTS 41'30YR 29/096 22. LANDSCAPE AREA. INFILL WITH BLACK DIRT UP TO WITHIN I" OF THE SIDEWALK ELEVATION. PLANT MATERIALS BY OTHERS. 23. GALVANIZED STEEL TRELLIS STRUCTURE - PAINT 24. 5/8" TYPE 'X' GYP. S. ON FINISH SIDE OF 6' METAL STUDS AT 16" O.C. WITH R -19 BATT INSULATION. GENERAL NOTES: REVISION East Entry 12.10.09 North Entry /Trellis 4.15.10 FIRST FLOOR z CONSTRUCTION A CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN OR OTHERWISE INDICATED ON THE DR.4WINGS. ANY DISCREPANCIES SHALL BE IMMEDIATELY COMMUNICATED AND DESCRIBED TO THE ARCHITECT. B. COORDINATE WITH THE CITY THE SCHEDULING OF WORK THAT WILL AFFECT ANY PORTION OF CITY OWNED PROPERTY INCLUDING ALL UTILITIES. C. COORDINATE WITH THE OWNER THE SCHEDULING OF WORK TO BE DONE THAT WILL AFFECT THE USE OF ANY PORTION OF THE BUILDINGS OR SITE, INCLUDING ALL UTILITIES, ETC. D. THE DIMENSIONS ON THE FLOOR PLANS ARE TO FACE OF BRICK CONCRETE BLOCK AND FACE OF ROUGH FRAMING UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE ACTUAL. E. PATCH HOLES AT ALL DEMOLITION AREAS TO MATCH EXISTING. F. ALL CONSTRUCTION SHALL COMPLY WITH ALL LOCAL GOVERNING CODES TO INCLUDE, BUT NOT LIMITED TO BUILDING, FIRE, HEALTH AND ACCESSIBILITY. G. CONTRACTOR IS RESPONSIBLE FOR DETERMINING LOCATION AND PROTECTION OF UTILITIES INCLUDING ANY THAT MAY NOT BE SHOWN ON THESE DRAWINGS. H. THE CONTRACTOR SHALL PROTECT EXISTING BUILDINGS. UTILITIES, LANDSCAPING. LAWN AREAS, PAVING, ETC. INCLUDING THOSE NOT INVOLVED IN THE CONSTRUCTION. ANY ITEMS OR AREAS THAT ARE DAMAGED DURING CONSTRUCTION WILL BE REPAIRED OR REPLACED BY THE CONTRACTOR I. INSTALL GYP. BD. CONTROL JOINTS AT 40' O.C. MIN. (AND AT LOCATIONS AS SHOWN) AT ALL GYP. BD. CEILINGS, WALLS, AND BULKHEADS J. ALL EXPOSED COMERS OF STANDARD CONCRETE BLOCK SHALL BE 1" RADIUS BULL NOSE BLOCK UN.O. AVM" APR 27,2010 PERMIT CENTER REVIEWED FOR �APPppV COMPLIANCE MAY 0 4 2010 CilYofTukwlla BUILDINr n..,.,..,... BUILDING DIVISION REVISION N PROPOSED Conversion a) Westfield Southcenter Mall Tukwila, Washington WRITTEN PERMISSION OF JOHN DRAWINGS ARE COPYRIGHTED AND NOT FOR REPRODUCTION w z ARCHITECT 0 a w A cv m•-+m mml OOp m coct. Ce3 Cy) w oz �W IV DATE: 11 -18 -09 SCALE: NOTED FILE NAME: DRAWN: JK CRIED: JMIII A1.1 4c'-II" $ (E)T.O. COPING F.8. 26'-4" (E)T.O. COPING $ 24' -6" ^ T.O. HIGHEST RTU $/ \ SLOPE (E) E SLOPE (E) I 0 r-,,,„--vo cri rr J -4 Iq' -3" (E)LOW -.. OF ROOF 26'-4" (E)T.O. COPING $ SLOPE (E) 3q' -O" (E)B.O. ROOF DECK (H5P) (E)HVAC ,'E)HVAG SLOPE (E) SLOPE (E) SLOPE (E) SLOPE SLOPE (E) SLOPE (E) 38'- 8.0. ROOF DECK (E)RTU -6 w o"a 3' -5" (E)RTU -5 (E)RTU -3 (E)RTU -2 RIDGE (E) RIDGE (E) 3q' -5" (E)T.O. BUILT -UP INSULATION RIDGE E)HVA (E)HVAG (E) 1 O t- CV A O i k I i tD )4 . • TYP. O r N 0 REVIEWED FOR CODE COMPLIANCE A` PROVED APR 2 8 2010 City of Tukwila BUILDING DIVISION 52' -6" A ^ T.O. COPING \ 26' -4" (E)T.O. COPING $ 4q' -11" (E)T.O. COPING (E)RTU -I O N SLOPE (E) SLOPE (E) SLOPE (E) SLOPE (E) SLOPE (E) B.O. ROOF DECK 58'- B.O. ROOF DECK E)HVAG (E)HVA (E)RTU -4 24' -6" T.O. HIGHEST RTU (E)LOW - OF ROOF 44' -I" (E)T.O. COPING / T YP. SLOPE (E) 44' -I" (E)T.O. COPING q' -3" (E)LOW FT. OF ROOF T.O. HIGHEST RTU 26'-4" -0 (E)T.O. COPING 44' -I" v (E)T.O. COPING 3q' -i" (E)5.O. ROOF DECK v 26'-4" (E)T.O. COPING v NORTH ROOF PLAN KEYNOTES O O NEW CONDENSER UNIT, SEE REFRIGERATION DWGS. NEW EQUIPMENT PLATFORM, SEE DETAIL NEW ROOF OPENING, SEE DETAIL NEW ROOF ACCESS HATCH, SEE DETAIL NEW PARAPET WITH MIN. 24 GA. G.I. COPING, PRIME AND PAINTED NEW AMBIENT LIGHTING (UP- LIGHTS) AT BACK SIDE OF (E)CANOPY, SEE ELECTRICAL DWGS. LINE OF EXISTING CANOPY BELOW, TO REMAIN LINE OF EXISTING PARAPET, TO REMAIN EXISTING ROOF DRAIN AND OVERFLOW DRAIN - PROTECT IN PLACE EXISTING MECHANICAL UNITS TO REMAIN EXISTING ROOF ACCESS HATCH - PROTECT IN PLACE REMOVE (E) ROOF ACCESS HATCH AND RELATED ITEMS - PATCH 4 REPAIR WHERE DEMOLITION OCCURRED ROOF PLAN NOTES CONTRACTOR TO PROVIDE CRICKET AS REQUIRED FOR POSITIVE DRAINAGE AT HIGH SIDE OF CURBED ROOF OPENING, PLATFORMS, ETC.. 2. VERIFY LOCATION AND SIZE OF ALL ROOF OPENINGS, EQUIPMENT PLATFORMS, ETC. WITH RESPECTIVE CONTRACTORS. 3. WHERE VENT PIPES AND UTILITY LINES PENETRATES THE ROOF SHEATHING, REFER TO DETAIL 4. REFER TO MECHANICAL, REFRIGERATION AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFO. 5. CONTRACTOR TO COORDINATE LOCATION OF NEW ROOF EQUIPMENT WITH EXISTING ROOF EQUIPMENT 6. CONTRACTOR TO REPAIR AND PATCH EXISTING SKYLIGHTS AND THEIR CURBS TO PREVENT LEAKING. ROOF PLAN SCALE 1/8"=11-0" TERMINATION OF Tr-FE I HOOD EXHAUST OUTLET SHALL BE LOCATED NO LESS THAN 10 FEET HORIZONTALLY FROM PARTS OF THE SAME OR CONTIGUOUS BUILDINGS AND 10 FEET FROM INTAKE AIR. RECEIVED APR 212010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 NODEL RETHI[ Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED A , CHITECT 'ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: z J 0. u. 0 0 cc DRAWING TITLE: 0 EH CONSTRUCTION REVISIONS: BLDG. & SAFETY 1 COMMENTS BLDG. & SAFETY 2 COMMENTS A A A A A A A A DATE 02 -09 -10 JOB NO. 09293 SHEET NUMBER A -3.0 52' -6n T.O. COPING \ 4a' -II" (E) T.O. COPING Ate{) -In (E) T.O. COPING 26' -4" (E) T.O. COPING la' -4" (E) 2nd FLOOR $ 12 EXTERIOR MATERIALS & FINISHES 2 S 4 6 8 10 I I 12 15 14 METAL CORNICE COLOR TO MATCH "CHAMPAGNE METALLIC" SHEET METAL FACIA COLOR TO MATCH "CHAMPAGNE METALLIC" CURTAIN WALL GLAZING SYSTEM NOT IN SCOPE - TENANT SIGNAGE UNDER SEPARATE PERMIT. PROVIDE CONTINUOUS BLOCKING FOR SIGNAGE ATTACHMENTS ALUCOBOND PANEL OVER EXISTING CANOPY COLOR TO MATCH "CHAMPAGNE METALLIC" ALUCOBOND PANEL TRIM COLOR TO MATCH "CHAMPAGNE METALLIC" REFLECTIVE GLASS PANELS ALUMINUM STOREFRONT DOOR PER FLOOR PLAN AND SCHEDULE WALL MOUNTED DECORATIVE LIGHTING FIXTURE - MIRADOR OUTDOOR WALL SCONCE: 7202IPL (SEE ELECTRICAL DRAWINGS) WALL MOUNTED LIGHTING FIXTURE- DITTIK 300X230 DOWN LIGHT W/ TYPE A REFLECTOR COLOR - ANB MAT MET. ANTHRACITE NEW ALUCOBOND COLUMN COVER AND CAPITAL COLOR TO MATCH "CHAMPAGNE METALLIC" ON EXISTING CONCRETE BASE FUTURE SIGNS FOR SUBTENANTS, LOCATION SUBJECT TO PLANNING APPROVAL (SEE ELECTRICAL DRAWINGS) COLUMN COVER EXPANSION JOINT /SEAM, LOCATE VERTICAL SEAMS ON SIDES. EXISTING MATERIALS 4 FINISHES TO REMAIN: H GLASS FIBER REINFORCED CEMENT COPING 4" BRICK VENEER WITH WIRE TIES 4" BRICK VENEER BANDING - (5) COURSES W/ Y2" PROJECTION BRICK REVEAL (I COURSE) 8" PRECAST CONCRETE BANDING 8 "x8" PRECAST CONCRETE MEDALLION V2" PROJECTION) Y4" MASONRY CONTROL JOINT HOLLOW METAL DOOR AND FRAME SECTIONAL OVERHEAD . DOOR C' D E F G 14 L M CRC COLUMN COVCR, CAf I TAL 4 DACE EXISTING MATERIAL AND FINISH TO REMAIN EAST ELEVATION SCALE I/8 " =1' -O" EXTERIOR ELEVATION NOTES t 44' -I" V.I.F. -477-E) T.O. PRE -CAST COPING t 42' -5" V.I.F. M (E) 8.0. PRE -CAST BAND " ipit a MOW 411 ieVe.4 ra E weeeagfi ergo arm? 4.6 SD TENANT SIGNAGE, COORDINATE IN/SIGN CONTRACTOR ± 10' -O" V.I.F. (E) OPNG. IO' -6" V.I.P. .0. SOFFIT CONTINUE WO INSIDE FACE D VENEER ON F SOFFIT NEW SOFFIT, WOOD VENEER FINISH - BREAWOOD F/C WALNUT #57a/FNZ5 PF . (E) ROLL -UP AND TRACK $ 14'- IO "(E) A.F.F. 0' -O" (E) FIN. FLR. NEW REFLECTIVE GLASS PANELS OVER EXISTING WALL EXISTING MATERIAL 4 FINISH TO REMAIN r p p \ \ >)' )\ \ / / / / / / / / p / 19 /' f / F —)7 p </ { // \ \ /, \ \ , \ \i, \ \ >)' )\ \ 0, p p / /1 /' / / / /( // . NEW REFLECTIVE GLASS PANELS OVER EXISTING WALL p p NEW ALUMINUM STOREFRONT EXISTING CURB TO REMAIN LINE OF COLUMN AT FOREGROUND EAST ENTRY ELEVATION SCALE I /4 "= I' -O" $ Ia' -4 "(E) A.F.F. $ 17' -4 "(E) A.F.F. LINE OF (E)SOFFIT 4 CEILING (V.I.F:) $ 10' -O "(EI A.F.F. 0' -O" $ (E) FIN. FLR. 0 I • :4- 0 d TENANT SIGNAGE, MOUNTED AT TOP OF SOFFIT. COORDINATE IN/SIGN CONTRACTOR EXISTING MATERIAL 4 FINISH TO REMAIN EQUAL EQUAL CL OF SIGN BEN �0- M RKET BEYOND NEW WOOD VENEER ' FINISH - BREAWOOD F/C WALNUT #57a/FNZ5 PF - NEW BACK PAINTED GLASS PANELS - RANDOM COLOR NUB PEAK AND CAMO LINE OF (E)WALL AT FOREGROUND NEW BRUSHED STAINLESS STEEL BASE HEIGHT TO MATCH ADJACENT (E) TILE BASE (E)TI E BASE $ 52' -6" T.O. COPING 4q'-II" _ ' (E) T.O. COPING 44' -I n $ (E) T.O. COPING 4 n (E) T.O. COPING 4 II II fi II II U 10 O' -O" (E) FIN. FLR. u 12 ❑ • 0 TYP. SOUTH ENTRY ELEVATION SCALE 1/4"=11-0" PARTIAL NORTH ELEVATION SCALE 1/8"=11-0" CURITY GRILLE 0 REMAIN NEW BACK FAINTED GLA� PANELS - R16.NDOM COLOR "NUB PEAK" ND "CAMO" 0' -0" FL --\ (E) WING WAL PAINT TO MATGHT FRA EE CLVIII2N "METAPHYSIC " NEW BRUSHED STEEL BASE STAINLESS 1 • (E) GYPSUM BOARD PER PLAN PER PLAN TOOLED SEALANT BACK PAINTED GLASS PANEL, INSTALL PER MANUFACTURER'S RECOMMENDATION PER PLAN (E) FRAMING (E) GYPSUM BOARD PROVIDE ALUMINUM 'J' CHANNEL BACK PAINTED GLASS PANEL, INSTALL PER MANUFACTURER'S RECOMMENDATION SOUTH ENTRY SECTION SCALE 1/2 " =1' -0" 16 GLASS PANEL CORNER SCALE In =1n GLASS PANEL EDGE SCALE I " =1" • I. ALL ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW. 2. CONTRACTOR SHALL VERIFY ALL EXTERIOR MATERIAL, COLORS AND FINISHES WITH THE ARCHITECT. ANY DISCREPANCIES NOTED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. 5. PROVIDE CONTINUOUS 2X BLOCKING IN WALL FOR SIGNAGE ATTACHMENTS. COORDINATE WITH SIGN CONTRACTOR. 4. WHERE PLASTER FINISH IS CALLED OUT PROVIDE 7/8" THICK EXTERIOR CEMENT PLASTER. CONSTRUCTION/EXPANSION JOINTS SHALL HAVE NO LENGTH GREATER THAN 18 FT. IN EITHER DIRECTION. NO PANEL SHOULD EXCEED 144 SQ. FT. FOR VERTICAL APPLICATIONS. NO PANEL SHOULD EXCEED 100 SO. FT. FOR HORIZONTAL, CURVED, OR ANGULAR SECTIONS. NO LENGTH -TO -WIDTH RATIO SHOULD EXCEED 2 TO I IN ANY GIVEN PANEL. 5. CONSTRUCTION JOINTS OF THE EPS FOAM CORNICE SHALL BE 20' -0" O.G. (MAXIMUM) 6. FINISHES ARE ALSO REQUIRED AT PORTIONS OF INSIDE FACE OF PARAPETS. 7. PRIOR TO PAINT OR STUCCO COLOR COAT BEING APPLIED TO ANY BUILDING, THE CONTRACTOR SHALL PAINT A TEST PATCH ON THE BUILDING INCLUDING ALL COLORS. THE REMAINDER OF THE BUILDING MAY NOT BE PAINTED UNTIL INSPECTED AND APPROVED BY THE ARCHITECT AND OWNER. 8. PAINT ALL EXPOSED METAL FLASHING, PIPES, EQUIPMENT, ETC. TO MATCH ADJACENT SURFACE (TYP.) BODEIEWED FOR COMPLIANCE APPROVED APR 2 8 2010 City of Tukwila BUILDING DIVISION RECEIVED APR 212010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 . 3rd B.D. SUBMITTAL: 03 -24 -10 NOD E I. RETHU Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT 'ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: U w 0 0. DRAWING TITLE: ELEVATIONS EXTERIOR 04 -12 -2010 CONSTRUCTION REVISIONS: � BLDG. & SAFETY / 2 \COMMENTS � BULLETIN i3 / 3 \ 04/09/2010 n n n A A n n. A DATE 02 -09 -10 JOB NO. 09293 SHEET NUMBER A -4.0 MIN. 24 GAUGE SHEET METAL CORNICE, COLOR AND FINISH TO MATCH ALUCOBOND PANEL - PROVIDE BLOCKING AS REQUIRED "PEEL 4 STICK" r-- UNDERLAYMENT SLOPE 1/2" PLYWOOD REMOVE EXISTING PRECAST CORNICE/ MOLDING 4 "4 "/4" PER MANUFACTURER _./ ALUCOBOND PANEL OVER EXISTING CANOPY, COLOR TO MATCH "CHAMPAGNE METALLIC" COUNTER FLASHING FRAMING AND SHEATHING, SEE STRUCTURAL DINGS. - TYP. EXISTING SHEET METAL PANEL, REPLACE WHERE DAMAGE MIN. 24 GA. G.I. COPING, PRIME AND PAINT. PROVIDE CONT. CLEAT 'N/ SHEET METAL CONCEALED PLATE AT COPING BUTT JOINTS AT IO' -O" O.G. SET COPING JOINTS W/ SOLID BED OF POLYURETHANE CAULKING SEALANT TO CONCEALED PLATES. CONT. G.I. CLEAT CONTINUOS SEALANT. \ SLOPE "PEEL 4 STICK" UNDERLAYMENT 1/2" PLYWOOD MIN. 24 GAUGE SHEET METAL - CORNICE $ `0 FASCIA, COLOR $ - FINISH TO MATCH ALUCOBOND PANEL - PROVIDE BLOCKING AS REQUIRED FRAMING AND SHEATHING, SEE STRUCTURAL DINGS. - TYP. CURTAIN WALL GLAZING SYSTEM CANOPY MOLDING SCALE 1"=11-0" 26 PARAPET MOLDING SCALE 1"=1'-0" 21 3'- IO "(E) V.I.F. V.I .F. (E)CONCRETE CURB TO REMAIN - PROTECT IN PLACE ALUCOBOND (ACM) PANEL, COLOR TO MATCH "CHAMPAGNE METALLIC" -STEEL STUD FRAMING, PER STRUCTURAL Y2" PLYWOOD SHEATHING (E)STRUCTURAL COLUMN REMOVE (E)GFRC COLUMN COVER AND CAPITAL ALUCOBOND STIFFENER AT lb" O.G. MAX. SEE ALUCOBOND EXPANSION JOINT /SEAM, SEE COLUMN DETAIL SCALE 1"=1'-0" 27 STEEL STUD FRAMING 1 PagjlrvAtrAdPrrAPrAdrAdrrAdldrdrdPMWAAPVArArArAlPMI NI.. ..MI Piii ►A ....∎. /�AI�AI I ..i i. 1/2" PLYWOOD SHEATHING RRI -A (CLIP) - RIVET OR SCREW ALUCOBOND TO CLIP (TYP) ALUCOBOND PANEL -SHIM AS REQ'D. - RRI -E (CLIP) I/2" TOOLED SEALANT !/BACKER ROD TYP. VERTICAL JOINT / HORIZONTAL JOINT SIMILAR SCALE 1 " =I" STEEL STUD FRAMING I A.r 4 V - /- /- /- /- /- /- /I wwig► iris ■r�r�■r�ri■�►►�r�►��r�r►�r�roa STIFFENER ALK -I I RIVETS OR SCREWS (TYP. BOTH ENDS) 1/2" PLYWOOD SHEATHING ♦ -ALUM. ANGLE ALUCOBOND PANEL STIR DETAIL CON'T. BED OF STRUCTRUAL SEALANT SCALE I" =I" X28 ALUCOBOND PANEL RRI -E (CLIP) RIVET OR SCREW ALUCOBOND TO CLIP (TYP) TOOLED SEALANT !/BACKER ROD (E) CONCRETE 101 ppo Sol 101 101 ,odf, qrti /mill, ��- STEEL STUD FRAMING 1/2" PLYWOOD SHEATHING • d RRI -A . (CLIP -MOD) d. SHIM AS REQ'D. • v EXTERIOR CURTAIN WALL PER SPECIFICATIONS ANODIZED ALUMINUM FRAME - COLOR PER ELEVATION (TYP) 5 1/4" % / / / / / / / / /// PER SECTION TS8x6x%, CONT. FLAT PER STRUCT. (TYP) L3x5x3i(e, CONT.- FOR MULLION SUPPORT PER STRUCT. (TYP) � / / / / / / / / / %////////////r TS20x8xY2 CONT. PER STRUCT. BACKER ROD AND TOOLED SEALANT - COLOR TO MATCH CURTAIN WALL SYSTEM AT ALL SIDES (TYP.) PROVIDE MIN. 24 GAUGE CONTINUOUS METAL. FLASHING WITH DRIP EDGE, OVER ) " EXTERIOR GRADE PLYWOOD CURTAIN WALL HEAD, HORIZONTAL MULLION AND SILL SCALE 3 "=I' -0" 24 INTERIOR PER PLAN PER PLAN 1 5/8" - ANODIZED ALUMINUM FRAME - COLOR PER ELEVATION CURTAIN WALL PER SPECIFICATIONS - STRUCTURAL SILICONE SEALANT PER SPECIFICATIONS EXTERIOR �f �2'_6�� T.O. COPING (E) T.O. PRE -CAST COPING $ ± 41' -9" (E) B.O. PRE -CAST BAND t 42' -5" $ (E) B.O. BRICK RELIEF t 33' -6" (V.I.F.) $ (E) B.O. BRICK RELIEF MEE CO -r -r $ (E) T.O. PRE -CAST COPING $ t 24' -8" (V.I.F) (E) B_0. PRE -CAST BAND ± 22' -2" $ (E) B.O. PRE -CAST MEDALLIONS ± I4' -IO" • (V.I.F.) $ (E) B.O. MASONRY 'Q (E) FIN. FLR. -r REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2010 City of Tukwila BUILDING DIVISION -r I LI I TI Li KEYNOTES O PARAPET WITH MIN. 24 GAUGE METAL FLASHING OR COPING (AS OCCURS) PAINT TO MATCH ADJACENT SURFACE. OSHEET METAL CORNICE, PROVIDE BLOCKING AS REQUIRED OSHEET METAL FACIA O4 PREFINISHED SHEET METAL PARAPET WALL PANELS MIN. 24 GAUGE TO MATCH EXISTING OS CURTAIN WALL GLAZING SYSTEM O ALUCOBOND PANELS OVER EXISTING CANOPY O? NOT IN SCOPE - FUTURE TENANT. SIGNAGE UNDER SEPARATE PERMIT PROVIDE CONTINUOS BLOCKING FOR SIGNAGE ATTACHMENTS JUNCTION BOX FOR FUTURE TENANT SIGNAGE • LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS ALUMINUM AND GLASS STOREFRONT PER SPECIFICATIONS - SEE TITLE 24 FOR GLAZING REQUIREMENTS AND A -6.I FOR TYPICAL STOREFRONT DETAILS. 5/8" GYPSUM WALL BOARD GYPSUM BOARD CEILING - SEE REFLECTED CEILING PLAN PARAPET BEYOND NEW ALUCOBOND (ACM) COLUMN COVER AND CAPITAL PAINT EXISTING BRICK FACADE BEHIND NEW CURTAIN WALL PARAPET WITH DUNN EDWARDS DE6368 "WALRUS" REFLECTIVE GLASS PANEL COLUMN COVER EXPANSION JOINT /SEAM, LOCATE VERTICAL SEAMS ON SIDES. 10 I I 12 13 14 IS SILL DETAIL SCALE I I ,30 CURTAIN WALL 410° OUTSIDE CORNER SCALE 5 " =I'-0" 25 ENTRY SECTION SCALE 1/2"=I'-0" EXISTING TO REMAIN - UNLESS OTHERWISE NOTED: A 0 D ra G H L M N 0 n 5 n U V Z CONCRETE GRADE BEAM PLASTIC VAPOR BARRIER BRICK PAVERS ON MORTAR SETTING BED 6" CONCRETE SLAB ON FILL 4" BRICK VENEER WITH WIRE TIES METAL STUD BACKUP FRAMING WITH BATT INSULATION 5 -5 /g" x 2OGA. LIGHTGUAGE METAL 5-ND FRAMING AT 16" O.G. 6" x 2OGA. LIGHTGUAGE METAL STUD FRAMING AT 16" O.G. 6" x 2OGA. LIGHTGUAGE METAL STUD FRAMING AT 48" O.G. STEEL EEL SEAM STEEL JOISTS NORMAL WEIGHT CONCRETE TOPPING OVER GALVANIZED METAL DECK EXTERIOR GRADE PLYWOOD SHEATHING 8" PRECAST CONCRETE BANDING GFRC COLUMN COVER, CAPITAL AND BASE 8" x 8" PRECAST CONCRETE MEDALLION 012" PROJECTION) METAL ROOF DECK BUILT -UP MEMBRANE ROOFING SYSTEM I" THICK PERIMETER FOUNDATION RIGID INSULATION EXTENDED 2' -O" UNDER SLAB EXTERIOR GYPSUM WALL BOARD R -25 BATT INSULATION 4" BRICK VENEER az" PROJECTION) 8" METAL STUD BRACE AT 16" O.G. COARSE AGGREGATE MATERIAL WALL SECTION NOTES I. SEE STRUCTURAL DRAWING FOR FRAMING, SHEATHING, AND CONCRETE DETAILS 2. FIRE BLOCKING IN COMBUSTIBLE CONSTRUCTION MUST BE PROVIDED IN ACCORDANCE WITH SECTION 108.2 IN THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS, AND AT 10 -FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AN IN LINE WITH THE RUN OF THE STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. D IN OPENINGS AROUND VENTS, PIPES, DUCT, CHIMNEYS, FIREPLACES, AND SIMILARE OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILINGS AND FLOOR LEVELS, WITH NONCOMPUSTIBLE MATERIALS. 3. DRAFT STOPS IN COMBUSTIBLE CONSTRUCTION MUST BE PROVIDED AT THE FOLLOWING LOCATIONS: A. IN FLOOR - CEILING ASSEMBLIES SO THAT THE AREA OF THE CONCEALED SPACES DOES NOT EXCEED 1,000 SQUARE FEET AND THE HORIZONTAL DIMENSIONS BETWEEN STOPS DOES NOT EXCEED 60 FEET. S. IN ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES. PROVIDE DRAFT STOPS IN CONCELED SPACES THAT EXCEED 5,000 S.F. OR 60 LINER FEET IN NON- SPRINKLED BUILDINGS AND IN CONCELED SPACES THAT EXCEED 41,000 S.F. OR 100 LINER FEET IN BUILDINGS WITH AN AUTOMATIC FIRE SPRINKLER PER DETAIL C. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. D. DRAFT STOP MATERIALS MUST NOT BE LESS THAN 1/2" GYPSUM BOARD, 5/8" PLYWOOD, 3/8" TYPE 2 -M PARTICLEBOARD, OR OTHER BUILDING DEPARTMENT APPROVED MATERIALS ADEQUATELY SUPPORTED. RECEIVED APR 212010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE S DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 NflDEL RETOR Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 ,l 'ERBERT N. NADEL STATE OF WASHINGTON GISTERED ' CHITECT CONSULTANT: U w 0 a z J �a W 11' N W >- 0 cc Z 1- zQ W DRAWING TITLE: REVISIONS: BLDG. & SAFETY 2 COMMENTS � BULLETIN #3 / 3 \ 04/09/2010 BULLETIN # 4 04/20/2010 4 n n n A DATE 02-09-10 JOB NO. 09293 SHEET NUMBER A -5.0 U U REVISION 10054 -005 2" WATER MANAGED EIFS SYSTEM - COLOR TO MATCH ICI PAINTS BASE: *90YR 29/096 003- 0002815 WA 8297 - - - - -• - ----- I -----°------ -----•------------ —• -- - 1=1 =1•1 - - - - -- ---------- THIN BRICK COLOR 2 - ALIGN WITH EXISTNG STONE BAND OR BRICK ACCENT THIN BRICK COLOR 2 - ALIGN WITH EXISTING STONE BAND OR BRICK ACCENT ---- - - - - -- ---------- ---------- ---------- - - - - -- - -- — — • MIN --- •_— NMI - - - -- -----•-- ------ 11IIIIII 175111IIIIIIIIIIIII16 ;11IIIIIIIIIIIIr! 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SD. SOFFIT TO REMAIN - PROVIDE TEMPORARY SUPPORT AS NEEDED REMOVE PORTION OF EXISTING EXTERIOR GYP. BD. SOFFIT REMOVE EXISTING ARCHITECTURAL COLUMN COVER WALL COMPLETE 31' -6" REMOVE EXISTING CEILING SYSTEM COMPLETE I>4 0 a ep a FIE IEWED FOR CODECOMPBANGE APPROVED MAY 0 4 2010 City orrukwila BUILDING DIVISION & ELEVATIONS 024988 -1 NC 9813 OH 213211 PA 3" X4' X 5/I6" GALVANIZED VERTICAL STEEL TUBE - TYPICAL AT 8 - PAINT - FIELD VERIFY EXACT HEIGHT 2" X 2" X 1/4" GALVANIZED HORIZONTAL STEEL TUBE - PAINT - ALIGN TOP OF 11415E WITH TOP OF BRICK ACCENT BAND - FIELD VERIFY EXACT HEIGHT REMOVE EXISTING ALUMINUM STOREFRONT SYSTEM COMPLETE SECTIONS OUTLINE OF RECESSED AREA 2" X 2" X 1/4" GALVANIZED HORIZONTAL STEEL TUBE - PAINT - ALIGN TOP OF TUBE WITH TOP OF BRICK ACCENT BAND - FIELD VERIFY EXACT HEIGHT SAW -CUT A PORTION AS REQUIF AND PLAN 1D REMOVE EXISTING PAVING :D FOR NEW WALL NG AREA. 2515 NJ 33L100360700 1301053290 MS 3941 MO A- 200153837 FL AR91504 GA RA011511 IL 001 - 018381 IN AR10300011 16" X 54" CONCRETE FOOTING WITH 4 -44 VERTICAL AND 43 TIES AT 12" O.C. EXISTNG BRICK P CONCRETE CU 1/4" = 1' -0" Conversion SCALE: As Noted 1 -4 g rilit I 1 I ligrd 6„ A 1 w-..mommEr .. .■A i 1 r , EXISTNG EXTERIOR GYP. BD. SOFFIT TO REMAIN - PROVIDE TEMPORARY SUPPORT AS NEEDED P.K .P�.b PRY �P VdOJ4YiMTP.Ci�PCb.Y � '. �Y!Y'V A•c TNPP.�+PPPY•P.CCPP.Y•.R�•ra� AOPY•PPA'P�LV c .COP.avvPP�r�u-ccr�rcN.a�-m�ro EDEM0LMoN WALL SECTION SCALE: I/2" = Westfield Southcenter Mall Tukwila, Washington WRITTEN PERMISSION OF JOHN X044• ® ® ®O ® Vor,4,4."®®®D•O ®® ®® Pre:' ® ® ® ®O ®0o0 ros i* o *o *oe►o!w ®o*o*s ®i*000 AMA ♦ e ♦ o* w *o *o *w®o*o *ovi *w*o*oteetAk *w ®w , •vd411111111111r11111111114 ®rWINIMsrsrst IIIIIM1111111r111111110®11111111114_ Mire re in ice; ire 411 4109.40 00i® 411w- 040 ��° 110- .1_ exis iiW&%WMWWVAWA! i! i! GMT: •■• WIM P ∎1P� ∎IP SS M l►7� ∎1Pit1 .11P I MA &V " .I ∎ ∎ ∎∎ 14 "X14 "X 16 GA. PLATES AT 24" O.C. WITH 3 -10 SCREWS EQUALLY SPACED TO EXISTNG DECK 1 QII,I I I I • • • • SLIP TRACK - SCREW TOP TO 16 GA. PLATE WITH 3- X10 SCREWS 6 ", 20 GA. METAL TRACK SISTER UP NEW 6" METAL STUDS WITH EXISTING METAL STUDS AT SOFFIT - 6" MIN. OVERLAP EXISTING WALL CONSTRUCTION TO REMAIN EXISTING BRICK VENEER TO REMAN EXISTING STONE VENEER TO REMAN EXISTING 2ND FLOOR STRICTURE TO REMAIN EXISTING STRUCTURAL COLUMN BEYOND TO REMAN EXISTNG EXTERIOR GYP. BD. SOFFIT TO REMAIN - PROVIDE TEMPORARY SUPPORT AS NEEDED ....V 3" X 4" X 5/16" GALVANIZED VERTICAL STEEL TUBE - PANT 2" X 2" X 1/4" GALVANIZED 1- IORIZONTAL STEEL TUBE - WELD TO VERTICAL TUBE AND GRND SMOOTH - PANT PARTIAL REFLECTED GEILINCs PLAN I /4" = 1' -0" EXISTING STRUCTURE TO REMAIN R -19 BATT INSULATION 5/8" TYPE 'X' GYP. BD. 4" CONCRETE SLAB ON I I/2" METAL DECK - SEE STRUCTURAL EXISTING STRUCTURE TO REMAIN 6 ". 20 GA. METAL STUDS AT 16" O.C. R -19 BATT INSULATION 6", 20 GA. METAL STUDS AT 16" O.C. a EXISTING SLAB TO REMAN REMOVE EXISTING ESCALATOR COMPLETE "'\ A A FLUID APPLIED AIR INFILTRATION BARRIER 2" WATER MANAGED EIFS SYSTEM WITH 2" WIDE X 1" DEEP HORIZONTAL JONT TO ALIGN WITH BRICK ACCENTS 3/4" 0 ANCHOR BOLT AT 24" 0.0. AND 1" EMBEDMENT 8 WIDE CONCRETE PLINTH WITH 2 -04 CONTINUOUS AND °4 HAIRPNS AT 24" O.C. WITH 12" MN. EMBEDMENT 2 ", R -I0 RIGID NSULATION LANDSCAPE AREA 4" CONCRETE SLAB ON 1 1/2" METAL DECK - SEE STRUCTURAL 1 16" X 32" CONCRETE GRADE BEAM WITH v5'S TOP AND BOTTOM AND *4 TIES AT 12" Q.C. PIER PLAN 16" 0 X 4' -6" CONCRETE PIER WITH 4 -04 VERTICAL AND 03 TIES AT 12" O.C. EXISTING ESCALATOR PIT TO REMAIN 0 ESCALATOR INFILL SECTION SCALE: 1/4" = 1' -0" s REMODEL WALL SECTION CITY 0' T LA AP 2 7 2010 PER " CENTER ; User: userl ; J: \29407 \29407ST0.dwg March 08,2010 — 3. QUALITY ASSURANCE - PROGRAM FOR SPECIAL INSPECTION ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION REMARK CONCRETE SOB c= ON 0R PD f c= 4500 PSI) f -- YES OF CONCRETE & DURING THE TAKING OF TEST SPECIMENS BOLTS IN CONCRETE (A307) -- YES PRIOR TO AND DURING THE PLACEMENT OF CONC. AROUND BOLTS FIELD WELDING STRUCTURAL STEEL (ELECTRODE= E -70xx) YES -- DURING THE WELDING REINFORCING STEEL (ELECTRODE= E -90xx) YES -- DURING THE WELDING EPDXY ITEMS YES -- DURING INSTALLATION GRADING EXCAVATION AND FILLING YES -- DURING EARTH -WORK EXCAVATION, GRADING AND FILLING (SEE SOIL REPORT) 4. STRUCTURAL OBSERVATION BY ENGINEER OF RECORD NONE 5. STRUCTURAL SPECIAL INSPECTIONS BY QUALIFIED SPECIAL INSPECTORS SHOULD BE PROVIDED. SEE IBC SECTIONS 1704 AND 1707. THE FOLLOWING IS A SUMMARY: a. FABRICATION AND ERECTION OF STRUCTURAL STEEL: PERIDIC, SEE ALSO SECTION 1704.3. b. STRUCTURAL WELDING OF STRUCTURAL STEEL FOR SINGLE -PASS FILLET WELDS (MAXIMUM 5/16 -INCH) AND FLOOR /ROOF DECK WELDS: PERIODIC, SEE ALSO SECTION 1704.3. c. STRUCTURAL WELDING OF STRUCTURAL STEEL, OTHER THAN SINGLE -PASS FILLET WELDS (MAXIMUM 5/16 -INCH) AND FLOOR /ROOF DECK WELDS: WHERE APPLICABLE: CONTINUOUS, SEE ALSO SECTION 1704.3. d. HIGH- STENGTH BOLTING OF STRUCTURAL STEEL, WHERE APPLICABLE, PERIODIC, SEE ALSO SECTION 1704.3. GENERAL NOTES SPECIAL INSPECTION AND QUALITY ASSURANCE 1. SPECIAL INSPECTION PER 2006 I.B.C. CHAPTER 17 SECTION 1704= SPECIAL INSPECTION. SECTION 1707= SPECIAL INSPECTION FOR SEISMIC RESISTANCE. SECTION 1708 = STRUCTURAL TESTING FOR SEISMIC RESISTANCE. SECTION 1705 = STATEMENT OF SPECIAL INSPECTION. A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, & OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CURRENT BUILDING CODE. 2. SPECIAL INSPECTION SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK:(AS MARKED) 2.1 STEEL CONSTRUCTION (TABLE 1704.3 AND SECTION 1704.3) MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, STRUCTURAL STEEL, WELD FILLER WELDING (SECTION 1704.3.1 AND TABLE 1704.3) STRUCTURAL STEEL REINFORCING STEEL DETAILS OF STEEL FRAMES (TABLE 1704.3) HIGH STRENGTH BOLTING (SECTION 1704.3.3) MANUFACTURER'S CERTIFICATE OF COMPLIANCE VERIFICATION OF APPROVED FABRICATOR BEARING AND BASE PLATE GROUTING NON- DESTRUCTIVE TESTING. 2.2 CONCRETE CONSTRUCTION (TABLE 1704.4 AND SECTION 1704.4) MATERIALS REINFORCING STEEL PRESTRESSING STEEL WELDING REINFORCING STEEL BOLTS IN CONCRETE SHOTCRETE AND PLACEMENT PRESTRESSED CONCRETE ERECTION OF PRECAST CONCRETE MEMBERS SLAB ON GRADE, EXCEPT NON- STRUCTURAL CONCRETE SLAB DESIGN MIX CONCRETE CYLINDERS, SLUMP, AIR, TEMPERATURE CURING IN -SITU CONCRETE STRENGTH 2.3 MASONRY CONSTRUCTION (SECTION 1704.5) LEVEL 1 SPECIAL INSPECTIONS (TABLE 1704.5.1) LEVEL 2 SPECIAL INSPECTIONS (TABLE 1704.5.3) 2.4 WOOD CONSTRUCTION (SECTION 1704.6) VERIFICATION OF APPROVED FABRICATOR OR PREFABRICATED WOOD STRUCTURAL ELEMENTS FABRICATION OF HIGH LOAD DIAPHRAGMS (SHEATHING, NAILING, FASTENING, FRAMING) 2.5 SOILS (SECTION 1704.7) SITE PREPARATION FILL PLACEMENT IN -PLACE DENSITY 2.6 SPECIAL EXCAVATION, GRADING AND FILLING 2.7 PILE FOUNDATIONS (SECTION 1704.8) 2.8 PIER FOUNDATIONS (SECTION 1704.9) 2.9.1 SPRAYED FIRE RESISTANT MATERIALS (SECTION 1704.10) 2.9.2 MASTIC AND INTUMESCENT FIRE - RESISTANT COATINGS (SECTION 1704.11) 2.10 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (SECTION 1704.12) 2.11 SPECIAL CASES (SECTION 1704.13) REBAR OR BOLT IN EPDXY GROUT HOLD -DOWN SUBSTITUTION IN TENSION ROCK RETAINING WALLS (ROCK PLACEMENT, ROCK SIZE, FOOTING, EMBEDMENT, DRAINAGE, BACKFILL, COMPACTION, FILTER FABRIC, BATTER, SLOPE AND OTHER ITEMS SPECIFIED BY ENGINEER RECORD). EXPANSION ANCHORS, EMBEDDED PLATES MECHANICAL SPLICES 2.12- SMOKE CONTROL SHALL BE APPROVED BY LOCAL FIRE DEPARMENT. (SECTION 1704.14) 2.13 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (SECTION 1707) STRUCTURAL STEEL (SECTION 1707.2) STRUCTURAL WELDING (SECTION 1707.2) STRUCTURAL WOOD (SECTION 1707.3) FIELD GLUING NAILING, BOLTING, ANCHORING AND FASTENING DRAG STRUTS BRACES HOLD -DOWNS SHEAR WALLS AND DIAPHRAGM NAILING, ANCHORING, BOLTING, ANCHORING AND FASTENING COLD FORMED STEEL FRAMING (SECTION 1707.4) STRUCTURAL RACKS OVER 8 FEET ACCESS FLOORS (SECTION 1707.5) ARCHITECTURAL COMPONENTS (SECTION 1707.6) EXTERIOR CLADDING INTERIOR AND EXTERIOR NON- BEARING WALLS INTERIOR AND EXTERIOR VENEER MECHANICAL AND ELECTRICAL COMPONENTS (SECTION 1707.7) COMPONENT INSPECTION (SECTION 1707.7.1) COMPONENT ATTACHMENT AND TESTING (SECTION 1707.7.2) COMPONENT MANUFACTURER CERTIFICATION (SECTION 1707.7.3) 2.14 STRUCTURAL TESTING FOR SEISMIC RESISTANCE (SECTION 1708) MASONRY MASONRY LEVEL 1 (SECTION 1708.1 AND TABLE 1708.1.2) MASONRY LEVEL 2 (SECTION 1708.1 AND TABLE 1708.1.4) REINFORCING AND PRESTRESSING STEEL STRUCTURAL STEEL MECHANICAL AND ELECTRICAL EQUIPMENT SEISMIC RESISTANCE TESTING ( SECTION 1708.5) MANUFACTURER'S CERTIFICATE OF COMPLIANCE ON ANCHORAGE INSPECTION OF ANCHORAGES AND LABELS STRUCTURAL STEEL AND MISCELLANEOUS IRON 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM TO AISC 360. (ALL ROLLED STEEL SECTIONS AND /OR BOLTS MANUFACTURED OUTSIDE THE UNITED STATES WILL REQUIRE VERIFICATION THAT THE PRODUCTS COMPLY WITH APPLICABLE ASTM STANDARDS. MILL CERTIFICATES WILL BE REQUIRED FOR ALL STEEL. STEEL GRADES OTHER THAN ASTM A36 WILL REQUIRE TESTING BY AN APPROVED LABORATORY. A. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, LATEST EDITION. B. MATERIALS: ASTM A 992 Fy = 50 KSI FOR I- SHAPES ASTM A 36 Fy = 36 KSI FOR PLATES AND ANGLES ASTM A 500, GRADE B Fy = 46 KSI FOR STRUCTURAL TUBING ASTM A 53, GRADE B Fy = 35 KSI FOR PIPES ASTM A 325 TYPE 1, FOR HIGH STRENGTH BOLTS ASTM A 563 HEAVY -HEX NUTS ASTM AF436 HARDENED STEEL WASHERS ASTM F1554 GRADE 36 ANCHOR BOLTS 2. WELDING SHALL CONFORM TO ANSI/ AWS D1.1 -92, AND BE DONE BY ELECTRIC SHIELDED ARC PROCESS USING E -70XX ELECTRODES. ALL WELDS SHALL BE UNIFORM IN SIZE AND APPEARANCE, AND FREE OF PINHOLES, POROSITY, UNDER- CUTTING OR OTHER DEFECTS. ALL BUTT WELDS SHALL BE FULL PENETRATION. 3. WELDS SHALL BE DONE IN THE SHOP OF A "CODE" APPROVED FABRICATOR UNLESS OTHERWISE NOTED ON PLANS. ALL THE FIELD WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS APPROVED BY THE BUILDING OFFICIAL AND CONTINUOUS INS- PECTION BY AN APPROVED DEPUTY INSPECTOR IS REQUIRED. 4. STRUCTURAL STEEL NOT ENCASED IN CONCRETE OR MASONRY SHALL BE SHOP PAINTED AS SPECIFIED. ANY ABRASION SHALL BE TOUCHED -UP AFTER ERECTION. 5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO START FABRICATION. FAB- RICATION SHALL CONFORM TO A.I.S.C. SPECIFICATION. 6. BOLTS SHALL CONFORM TO ASTM A307 UNLESS OTHERWISE NOTED. 7. ALL STEEL FABRICATIONS SHALL BE DONE IN A SHOP LI- CENSED BY THE GOVERNING CITY OR COUNTY. DRYPACK 1. DRYPACK SHALL BE 5,000 PSI NON- SHRINK GROUT, FIVE STAR OR EQUIVALENT APPROVED. 2. INSTALL DRYPACK UNDER ALL BEAM BEARING PLATES PRIOR TO FRAMING MEMBER IS INSTALLED. 3. INSTALL DRYPACK UNDER ALL COLUMN BASE PLATES AFTER COLUMN HAS BEEN PLUMBED; PRIOR TO FLOOR OR ROOF INSTALLATION. METAL SYS. STUDS (METAL STUD MANUFACTURER'S ASSOCIATION - ESR_1229 OR EQUAL APPROVED) 1. ALL METAL STUDS OR JOIST SHALL BE OF THE TYPE, SIZE & GAGE AS SHOWN ON THE PLANS. FOR OTHER INFO. SEE ESR -1229. 2. ALL STUDS, JOISTS AND TRACKS 12, 14, AND 16 GAGE SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446, GRADE D, WITH MINIMUM YIELD OF 50,000 PSI. ALL 18 AND 20 GAGE STUDS AND ALL GALVANIZED TRACK, BRIDGING, CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446 GRADE A WITH A MINIMUM YIELD OF 33,000 PSI. 3. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON AN ANGLE, AS FOR BRACING, TO SQUARELY FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN POSITION UNTIL PROPERLY FASTENED. 4. ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE ATTACHED BY WELDING. DISSIMILAR STUD COMPONENTS SHALL BE DONE BY WELDING, SCREW ATTACHING OR BUTTING. WIRE TYING OF FRAMING COMPONENTS IN STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. PREFABRICATED PANELS SHALL BE SQUARED AND BRACED AGAINST RACKING. LIFTING OF PREFABRICATED PANELS SHALL BE DONE IN A MANNER SO AS NOT TO CAUSE LOCAL DISTORTION OF ANY MEMBER. 5. BUTT WELDS OR SPLICES SHALL BE USED AT ALL BBUTT JOINTS IN TRACK. SPLICES IN AXIAL LOADED STUDS OR BRACES SHALL NOT BE PERMITTED. ALL WELDS SHALL BE FILLET, PLUG BUTT OR SEAM. WHERE CONNECTED TO STRUCTURAL STEEL, WELDING SHALL NOT BE DONE ON STRAIGHT PORTIONS OF FLANGE OR WEB BUT ONLY AT INTERSECTION OF FLANGE AND WEB. WHERE STUDS ARE BURNED THROUGH BY WELDING PROVIDE SUITABLE STITCH PLATE. 6. WALL STUD BRIDGING SHALL BE INSTALLED IN A MANNER TO PROVIDE RESISTANCE TO BOTH MINOR AXIS BENDING AND ROTATION. BRIDGING ROWS SHALL BE EQUALLY SPACED NOT TO EXCEED 4' -0" ON CENTERS. ICC -ES REPORTS' 1. EPDXY ANCHOR SYSTEM TO EXISTING CONCRETE a. HILTI -RE 500 -SD ICC -ESR -2322 b. SIMPSON SET -XP ICC -ESR -2058 c. #4 (E) =5" #6 (E) =9" #5 (E) =9" #7 (E) =9" #8 (E) =10" 2. EPDXY ANCHOR SYSTEM TO EXISTING MASONRY WALL a. HILTI -HY 150 ICC -ESR -2678 b. SIMPSON SET ICC -ESR -1772 c. #4 OR 1/2'10 ALL THREADED E =5" #5 OR 5/8 "0 ALL THREADED E =5" #6 OR 3/4 "0 ALL THREADED E =6" 3. SHOT PIN: a. SHOT PIN TO GROUND FLOOR HILT. PNEUMATIC SHOT PIN .145 DIA. 1" EMBED ICC -ESR -1663 b. SHOT PIN TO UNDERSIDE OF 2ND FLOOR HILT! SHOT PIN XALH27 /32 & CEILING CLIP CC27: ESR -2184 4. EXPANSION BOLT ANCHOR: a. HILTI KWIK BOLT 17 ANCHOR: ESR -1917 GENERAL FOUNDATION NOTES 1. ATTACH ONE COPY OF SOIL REPORT TO THE APPROVED SET. SOIL REPORT SHALL BE PART OF THIS NOTES. PRIOR TO THE POURING OF CONCRETE, THE SOIL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST A NOTICE ON THE JOB SITE FOR THE BUILDING INSPECTOR THAT THE WORK SO INSPECTED MEETS THE CONDI- TIONS OF THE REPORT. A WRITTEN CERTIFICATION TO THIS EFFECT SHALL BE FILED WITH THE BUILDING DEPARTMENT UPON COMPLETION OF THE WORKS. THIS INSPECTION DOES NOT WAIVE THE REQUIRED INSPECTION BY THE BUILDING INS- PECTOR. 2. SOIL REPORT BY: SHANNON & WILSON INC. JOB No.: W- 4977 -02 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SOIL REPORT RECOMMENDATIONS UNDER SOIL ENGINEER'S SUPERVI- SION AND INSPECTION. 4. TYPE OF FOOTING - -- EXISTING 18" DIA. PILE CAPACITY 60T. 5. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH SOIL REPORT. 6. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STOP, FLOOR DRAINS, SINKS, TRENCHES, UNDERFLOOR DUCTS AND CONDUITS. SEE ARCHITECTURAL, MECHANICAL, REFRIGERA- TION, AIR CONDITIONING, PLUMBING & ELECTRICAL DRAW- INGS, TRENCH BACKFILL AS PER SOIL REPORT REQUIRE- MENTS. 7. BOTTOM OF A COLUMN FOOTING WITHIN A DISTANCE EQUAL TO TRENCH FROM THE TRENCH MUST BE AT THE SAME ELEVA- TION AS BOTTOM OF TRENCH. PROVIDE 16" X 16" CONCRETE PEDESTAL, POUR WITH FOOTING 4 - #6 VERTICAL BARS WITH #3 TIES AT 12" O.C. 3 - #3 TIES AT 3" O.C. AT TOP. 8. BRIDGE CONTINUOUS FOOTING OVER TRENCH WITH 4 - #6 x 16' -0" LONG BARS AT BOTTOM. CENTER BARS ON TRENCH. VERIFY ALL CONDITIONS IN FIELD. 9. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION. 10. USE STEPPED FOOTING DETAIL AS REQUIRED, SEE GRADING PLAN. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE DEFORMED BARS OF INTER- MEDIATE GRADE CONFORMING TO ASTM SPECIFICATION: A615 GRADE 40 FOR BARS #4 AND SMALLER: A615 GRADE 60 FOR BARS #5 AND LARGER. MESH REINFORCING SHALL BE 6X6 - W1.4 X W1.4 UNLESS SHOWN OTHERWISE, CONFORMING TO ASTM SPECIFICATION A185. 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 64 BAR DIAMETERS IN MASONRY WITH A 24 INCH MINIMUM LAP EACH CASE. 3. MIN LAP OF WELDED WIRE FABRIC SHALL BE 6" OR ONE FULL MESH, WHICHEVER IS GREATER. 4. DOWELS FROM FOOTINGS SHALL BE OF THE SAME SIZE AND SPACING AS VERTICAL WALLS AND COLUMNS REINFORCEMENT, UNLESS NOTED OTHERWISE ON PLANS. 5. PROVIDE SPACER BARS, SPREADERS, CHAIRS, BLOCKS, ETC., AS REQUIRED TO SECURELY HOLD STEEL IN PLACE. 6. REINFORCING BARS . CONFORMING TO ASTM A706 SHALL BE USED FOR REBARS REQUIRING WELDING AND ALL GRADE BEAM REINFORCING ABBREVIATIONS ABV. B. BEL. B.O.F. B.S. E.S. E.W. F.O.S. F.O.SH. O.C. T. T &B T.O.F. T.O.M. T.O.P. T.O.D. T.O.S. T.O.SH. T.O.ST. V.I.F. ABOVE BOTTOM BELOW BOTTOM OF FOOTING BOTH SIDES = EACH SIDE EACH WAY FACE OF STUD FACE OF SHEATHING = ON CENTER = TOP TOP AND BOTTOM = TOP OF FOOTING = TOP OF MASONRY TOP OF PARAPET TOP OF DECK TOP OF SLAB TOP OF SHEATHING TOP OF STEEL = VERIFY IN FIELD CODE' 2007 IBC GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCES OR INCONSISTENCIES. 2. DO NOT SCALE THE DRAWINGS. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND TYPICAL DETAILS. 4. ALL WORK SHALL CONFORM TO THE MINIMUN STANDARDS OF THE AFOLLO ING CODES: THE 2006 INTERNATIONAL BUILDING CODE, AND OTHER REG W G AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND IN THE PROJECT SPECIFICATIONS. 5. SEE THE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: SIZE AND LOCATION OF DOORS AND WINDOW OPENINGS. SIZES AND LOCATIONS OF INTERIOR AND EXTERIOR NON- BEARING PARTITIONS. SIZES AND LOCATIONS OF CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. FLOOR AND ROOF FINISHES. STAIR FRAMING AND DETAILS. DIMENSIONS HOT SHOWN ON THE STRUCTURAL DRAWINGS. CEILING ASSEMBLIES. EXTERIOR WALL ASSEMBLIES. 6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: PIPES, SLEEVES, HANGERS, TRENCHES, WALL FLOOR AND ROOF OPENINGS, DUCT PENETRATION ETC., EXCEPT AS SHOWN OR NOTED. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOUNTS. 7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 8. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED, TO BRACING AND SHORING FOR LOADS DUE TO HYDROSTATIC, EARTH, WIND OR SEISMIC FORCES, CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN THE STRUCTURAL MEMBERS. 10. ALL SPECIFICATIONS AND CODES NOTED SHALL BE THE LATEST. APPROVED EDITIONS AND REVISIONS BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS PROJECT. 11. CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EARTH WORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, UTILITIES, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED INMEDIATELLY. 12. CONSTRUCTION MATERIALS • SHALL BE SPREAD OUT WHEN PLACED ON FRAMED FLOORS OR ROOFS. THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND /OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 13. SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW SHALL CONSIST OF 1 BLUELINE SET AND 1 SEPIA SET. REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2010 City of Tukwila BU-- I- G DIVISION CONCRETE 1. PORTLAND CEMENT SHALL BE TYPE I OR II CONFORMING TO ASTM SPECIFICATION C150. AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO ASTM SPECIFICATION C33, WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.04 %. USE SPECIAL TYPE OF CEMENT WHERE REQUIRED BY SOIL CONDITIONS - -- SEE SOIL REPORT. 2. ALL CONCRETE. SHALL BE DESIGNED BY APPROVED LABORATORY, AND DESIGN MIX SHALL SUBMIT TO ARCHITECT /ENGINEER FOR REVIEW, AND OBTAIN APPROVAL PRIOR TO USE. MAXIMUM SLUMP SHALL BE 4" U.N.O. USE MINIMUM OF FIVE SACKS OF CEMENT PER CUBIC YARD. E SLAB, GRADE BEAM & PILE CAP : 4000 PSI N GROUND FLR. SLAB : 4500 PSI ® 28 DAY N CONC. CURB AT GROUND FLR. : 3000 PSI ® 28 DAY 3. CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT PER CUBIC YARD AS FOLLOWS U.N.O.: 3000 PSI - 470 4000 PSI - 564 5000 PSI - 611 4. ALL CONCRETE SHALL NOT EXCEED THE MAXIMUM WATER /CEMENT RATIO AS FOLLOWS: COMPRESSIVE STRENGTH NON AIR ENTRAINED AIR ENTRAINED 3000 PSI 4000 PSI 5000 PSI 0.55 0.50 0.45 0.50 0.45 0.40 5. PROVIDE 6" (±1%) AIR ENTRAINMENT IN ALL CONCRETE EXPOSED TO WEATHER. 6. FOR SLAB ON GRADE, THE MINIMUM CEMENT CONTENT SHALL BE BASED ON THE MAXIMUM SIZE OF AGGREGATE AS FOLLOWS: MAX. SIZE OF AGGREGATE IN INCHES CEMENT LB. PER CUBIC YARD 1 1/2 470# 1 520# 3/4 540 1/2 590# 7. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE ARCHITEC- TURAL AND MECHANICAL DRAWINGS FOR LOCATION OF SLEEVES, MOULDS, FLOOR HINGES, ETC., TO BE CAST INTO THE CONCRETE. 8. VIBRATION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE PORTLAND CEMENT ASSOCIATION SPECIFICATION. 9. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT: APPROVED CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. DESIGN LOADS A. WIND DESIGN DATA 1. BASIC WIND SPEED (3 SECOND GUST) V35 = 85 MPH 2. WIND IMPORTANCE FACTOR I w = 1.0 3. WIND EXPOSURE C 4. OCCUPANCY CATEGORY I I 5. DETERMINATION OF WIND LOAD USE METHOD I - SIMPLIFIED PROCEDURE PER CHAPTER 6 OF ASCE 7 -05 (ROOF HEIGHTS EQUAL OR LESS THAN 60') B. EARTHQUAKE DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR . I E = 1.0 SEISMIC USE GROUP II 2. MAPPED SPECTRAL RESPONSE ACCELERATION SS = 1.438 Si = 0.493 3. SITE CLASS D 4. SPECTRAL RESPONSE COEFFICIENTS 5. SEISMIC DESIGN CATEGORY 6. Sin= 0.959 So,= 0.495 D I u F. TI • SPECIAL STEEL CONCENTRICAL BRACED FRAMES 7. DESIGN BASE SHEAR 8. SEISMIC RESPONSE COEFFICIENTS 9. DESIGN COEFFICIENTS AND FACTORS 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE ANALYSIS = Cs .W C. FLOOR LIVE LOADS (REDUCIBLE PER CODE) 1ST FLOOR 75 PSF REDUCIBLE 2ND FLOOR STAIRS AND EXITS D. ROOF LIVE LOAD 100 PSF UNREDUCIBLE 100 PSF 25 PSF SNOW SITE PREPARATIONS 1. ALL EXCAVATIONS, PREPARATION FOR SLAB ON GRADE, DEPTH OF FOOTINGS, BACK FILL, ETC., SHALL BE PERFORMED IN ACCOR- DANCE WITH THE SOIL ENGINEER'S RECOMMENDATIONS. ANY DIS- CREPANCIES BETWEEN THE SOIL ENGINEER'S REPORT AND THE FOUNDATION PLANS MUST BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO INITIATING ANY EXCAVATION SO THAT PROPER REMEDIAL WORK CAN BE PERFORMED. -plEVIIEME A 13 LUIQ REID MIDDLETON, INC. NRDEI. RETHI[ Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com LO ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 Q LIJ Co Ns CO DC F CONSULTANT: w c° a CO Lim ir w - - MAR 09 2010 • REVISIONS: BLDG. & SAFETY 1 COMMENTS A n 0 A 0 A 0 O A O 0 DATE JOB NO. 0 0 00-00-00 M 09293 ° o SHEET NUMBER STO ; J: \29407 \29407ST1.dwg Co 0 January 20,2010 — 2:14 pm ; • O1 (E)6"THK. STRUCTURAL SLAB d. ® M ® #4 'U' SHAPE DOWEL TO SLAB ,` • 01 FISH / MEAT DISPLAY ® #4 CONT. T &B MERCHANDISER / COUNTER BY » I TENANT O5 #3 08 O.C. 02 SHIM / SPACER AS REQ D ® L4x4x12GA. ANGLE 3 FOR FINISH SEE ARCH'L. ©32"0.C. SEE DETAIL 10/- O a I 0 METAL STUD 0 16 "O.C. SEE DETAIL 2/- ® #4 CONT. T &B ® #3 ��.8 "O.C. i O # 0 L4x4x12GA. ANGLE 10/- 032 O.C. SEE DETAIL 10/ ® FINISH PER ARCH L ® (E)6"THK. STRUCTURAL SLAB f ' I 0 METAL STUD 0 16" O.C. TYP. U.N.O. ®16GA. UNPUNCHED CONT. TRACK 3 PUNCHED 'C' STUD HEADER O SEE SCHEDULE ® DOUBLE STUD PUNCHED JAMB ® 'C' STUD HEADER O HEADER SCHEDULE 0 o SLIPTRACK 0 24" O.C. 0 24" DIA. FTG. 0 `„I O4 3 4" DIA. x 4" LG. H.S.A / ® #4 'U' SHAPE DOWEL TO SLAB 0 24 O.C. \ ® 3/8" x 28" DIA. PLATE W/ HOLE © 1 O7 PIPE SEE ARCH L. O T I I I 1 I I I I S ., = of I- OPENING WIDTH MINIMUM HEADER SIZE U Vee/� n o M OF O1 BOTTO 0 � � 2 - #8 SCREWS �® UP TO 6' -0" 4" - 18GA. 0 i O I STRUCTURE ABV. 2 BRACING 4' -0" O.C. 24" o.C. 1 0 O 1° CLR SPACE N. 6' -1" TO 8' -0 " " 6" - 18GA. t Oj 2 O 2 O " " 8 -1 TO 10 -0 6" 6 - 16GA. _ -___ I __, STAGGER WHEN POSSIBLE C 1 1/4" FLANGES CONT. r 1 \ / e " TYF 1/4 V =; _„ .T PREP. I 30• i� 6" ± OVER 1O' -O" SEE PLANS -E� I O1tlffr% 0 I / `\ A V ,� 4 \ FISi-I, AT . NOTE. ®L1 1/4x1 1/4x14GA. ALTERNATIVELY. USE #8 SCREWS 0 4 O.C. AT ALL CONNECTIONS 70 L1 1/4x1 1/4x14GA. x STUD DEPTH 5 O ADJACENT / I % I- © ® ® FOR FINISH SEE ARCH'L. ---- p.:'': , • ----'---'--- I I + I ---------'-: . <.. :: a : ' ♦, a. ; `l `1 o)� O= '° I I I TRACK GAGE TO MATCH 9 ( O METAL STUD GAGE) O METAL STUD SEE PLANCFORN SIZE ®5 SEE ARCH'L FOR FINISH » ®CONY. TRACK 1 1 /4 FLANGE (GA. TO MATCH STUD GA.) 7 CONC. SLAB SEE PLAN FOR BASE & REINF. I I a 6» SAES A • ;°�,'°• .... �I I =1] \ ® ROO / 5 " = N � I`` i 1 . O SLOPE TO DRAIN i '' I �f SPAN CEILING JOIST SIZES REMARK 1 --..-1.... Q H . I SLOPE I ✓'L TO DRAT I ( _ a N t: 0 2 O ® a I I I 1 I I I I j ® ,r 0 O TYP . 6' -0 OR LESS 1 3/8 x 4 x 2OGA 0 16" O.C. o O 6'-0 TO 12'-0 16" 1 3/8 x 6 x 2OGA CO 16 O.C. I I I L-L bl 0 � �I, d e I L I I 1._0» ,',; , / = I t.. .. -J I - 1 CEILING JOIST SIZES FOR CEILING ONLY. SIZES WILL VARY WHERE PLATFORM OCCURS I Jr 2" DIA. .., I CEILING LINE ® HILT. PNEUMATIC SHOT PIN .145 DIA 016 "O.C. 1" EMBED ICC -ESR -1663 9 16 GA UNPUNCHED SLIP TRACK (2 1 /2 " I I I I I I I , 2 Q vai I I I _, 0 --N\-- 31 PIPE 6u 2 CONC. CURB �I FISH / COUNTER 19 CURB 0 FOOD PREP WALL and ADJACENT ROOM 13 O2 1 VCT AS OCCURS MAIN SALES O ARCH'L♦ O CERAMIC TILE (WET ARES &PRODUCE SALES) FOR FINISH SEE ARCH L. FLOOR FINISHES FLUSH 0 C METAL STUD ® 16 "O.C. 0 © O 0 0 METAL STUD 0 16 "O.C. SLOPE DRAIN 0 SEE DETAIL 2/- WHERE OCCURS SEE DETAIL 2/- WHERE OCCURS C #4 CONT. T &B O # 14� 3 :::.• 0 L ANGLE 032 O.C. SEE DETAIL 10/- 5 FINISH PER ARCH I. I I l 1 I I ,; 6, �� ' ,+,� ��4 a • g COOLER FLANGES) W/ 1 1_/4 x1/4" VERT SLOTS IN EA. FLANS .. O C 1 /2"THK. PLYWOOD W/ # 10 SCREWS 06 ",12 "O.C. C 3x WOOD SILL PL. W/ " 0 2x WOOS SILL PL. W/ © 48 A.F.F 9 10 DGING 60" O.C. MAX. O � -/ y , II On 0 [ ]I / T� 1-12 ,/8 C-, x�.:...:i::....: X:::::. X::::::.::: %:::. ,� `' • < ,, �' 2 -16d 08 O.C. 2x WOOS SILL PL W/ 2 O --- -� / TYP / � i1 -i 1-iii-iii-ii I -iii =, =1 I I- III - III - III -I I max_ ✓:.: " III -I i I -I i 1 -111 -1 II-, =1 I I- III -I I -III -I s E 6"THK. STRUCTURAL SLAB O Q3 .• 0 0 " SHOT PINS 08 O.C. ®16GA. MTL. BLK'G O7 (E)6"THK. STRUCTURAL SLAB LAB 0 I I / C (E) 6" STRUCT. SLAB V.I.F. 0 AT TRANSITION TO BE 0 O BY OTHERS ERSCOOLER WALL O1 I 1 I • • A • © . 4 O 11 s c ' ' I I. .. I 4 zI f .<f © i TO © < HEIGHT BTN. SUPPORT ICBO #ER -4943P INTERIOR METAL STUD SIZE & SPAC G REMARK I / _ ,/8 Tom % 1/8 I/ 70 TYPICAL HEADER OR SILL CONN. TO STUD A C) 0 TO 15' -0" 1 1/4x 3 5 /8x 20 GA. 16" O.C. 11 / / 15'-1" TO 23' -0" 1 1/4x 6 "x 20 GA. 016" O.C. ® TRACK W/ SHOT PIN 0 O 12" O.C. f E 23' -1" TO 26' -0" 1 1/4x 6 "x 18 GA. 016" O.C. r � I ,�,_� 0 � . .'. .. -.•• .• is . .,d -' d ... •. .. . .. :.d: . �•' � NOTE: 0 DETAILS IS SIMILAR WHERE TS COLUMN C B ENGINH SIZE SCREWS I 6' OR UNDER 1 1/4 "x 3 5/8 "x 20 GA. 3 - #10 EA. END 6' -1" TO 12' 1 1/4 "x 4 "x 20GA. 3 - #10 EA. END OCCURS TYP. ALTERNATEVELY, USE #8 JAMB SECTION W 12' -1" TO 16' 1 1/4 "x 6 "x 20 GA. 3 - #10 EA. END SCREWS AT ALL CONNECTIONS 32 FINISH FLOOR TRANSITION 26 WAINSCOT WITH WOOD CURB 20 WALK -IN COOLER BOX CURB , 14 LINTEL JAMB DETAIL 5105.DWG 8 INT. METAL STUD SCHEDULE 5124.DWG 2 A 2 O1 METAL STUD 0 16 "O.C. SEE DETAIL 2/- WHERE OCCURS O2 1 /2"THK. PLYWOOD W/ #10 SCREWS 96 ",12 "O.C. 1O INSULATED FREEZER WALL BY OTHERS 2 SEALANT BOTH SIDES 4" O 01 METAL STUD CO 16 "O.C. WHERE �OCCUR O2 #4 CONY. T &6 C #3 08 "O.C. 4 L4x4x12GA. ANGLE 032 "O.C. SEE DETAIL 10/- O5 FINISH PER ARCH'L 5 �I USE 2 - #10 METAL METAL 16" O.C. BEND O DOWELS SEE 5 /S1 ♦0 ® UTILITY PIPES OR CONDUITS. VERIFY W ELECT' L, MECH'L / & PLUMB'G DWGS. 3 SEE 5/51.0 O C EXIST G SLAB 4' -0" MAX. 4" T � I �I TYP 6" STUD ® (U.N.O.) CUT AND OF WALL. C #4 CONT. REBAR T &B � (E)6"THK. STRUCTURAL SLAB ^^ '� ►Y`� S* �� 'r �r • ® 3x WOOD SILL PL. W/ 1 /4 "s SDS SCREWS 012 "O.C. 0 FINISH PER ARCH'L O5 (E)6"THK. STRUCTURAL S) LAB . 1®1 N TRACK TYP METAL STUD © 16 O.C. TYP U.N.O. 41 SCREWS 16GA. METAL TRACK BLOCKING j O1 ® 3 -PLY HOT MOPPED V " i$$i W.P. MEMBRANE , T 0 RIGID INSULATION AV... AGENT I %% ��4 O2 FEZ INTERIOR G SLAB FOR 0 PLACE O C O5 SAWCUT EXIST SEE 5/D1.0 &N5 /S1 O ®(E)6"THK. STRUCTURAL SLAB ®FINISH, SEE ARCM_ ����� �� ����� Q 1 ri__:T II r ,, ® IJ- 5 SEE 5/S1.0 O 0 20 9 O9 #3 08 "O.C. O 0 r's' Oj L 10 x1O �' _ d ® O I O EL 10/- " �I ice\ O ♦ L z 4- - I� 1 _ - -\ +� +irk -; -* - - - d 4444 x 'te'� 4*4*$ • . * 1 " ' EA. SIDE OF STUD 6" 33 TILE BASE AT STUD WALL 27 CONC. CURB 0 FREEZER 21 PREP AREA WALL ON CONC. CURB 15 TYP. BLOCKING AT METAL STUD 9 SAWCUT © EXIST'G SLAB 9403. DWG 3 1 FREEZER WALL DOOR BY OTHERS 0 #4 CONT. REBAR T &B C (E)6"THK. STRUCTURAL SLAB FREEZER O1 INSULATED COOLER WALL BY OTHERS 0 #4 CONT. T &B ® #3 08 O.C. C L4x4x12GA. ANGLE 032 "O.C. SEE DETAIL 10/- O5 FINISH PER ARCH'L © (E)6"THK. STRUCTURAL SLAB COOLER _I.oPC At�t (E)6"THK. STRUCTURAL SLAB R��j�� C ® ®�(;Q ®� � Ai�{� 2 8 Z��11 •' BUILDING DIvi�►� f�� O 0 #4 CONT. T &B � •�,�. WSN I I ' •• • �,� • » O 30 #3 08 O.C. O ® L4x4x12GA. ANGLE Q " A 032 O.C. SEE DETAIL 1 ® 3 -PLY HOT MOPPED W.P. MEMBRANE I O RIGID INSULATION I O9 #3 08 O.C. ; .1AC,EN T ROO i I k ' 4 • O 0 ® NEW CONC. CURB FOR COOLER OR FREEZER .;•' • -•' :.... SEE ARCH'L FOR CONFIGURATIONS ' '• 10 L4x4x12GA. ANGLE "O.C. Q rtTRIpR 032 SEE DETAIL 10/- ® 11 3 /8"THK. NON -SLIP 0 STEEL PL. 10 ® 0 BEYONDO s�, AS OCCURS COOLER Oj STAGGERED 4 II T® 4 ® C '- ¢ ¢ + 4 3 12 1 z P I I I I! • a • 1 L ° V - - -- - -. -- ..t'v�' - : ` .../. ♦ �.. •I •'.• Q dA. .d ate. I. ` , �'' < • �• 71 d .' I� •., � i t. I" •;'• -• °I �g PLAN VIEW B -B r3"" _ \ .� a+ �►+ ♦�♦i ��' '•..;� .. `�` d• .,.a. = Q.. f. g� :1•' IA Q.. A w.. T-�t 32" 1=.1=. ELEV. I s" f PLAN VIEW A -A 0 34 28 CONC. CURB © FREEZER DOOR 22 CONC. CURB AT COOLER COOLER / 16 CONC. CURB REINF. DETAIL 10 4 O SELF LEVELING CONT. FLOOR FINISHES AT TRANSITION FLOOR C INSULATED COOLER BY OTHERS 0 #4 CONY. T &B ® #3 08 "O.C. I® L4x4x12GA. ANGLE 032"0.C. SEE DETAIL 5 FINISH PER ARCH'L O ®(E)6"THK. STRUCTURAL ADJACENT O1 (E) CMU WALL a UNPUNCHED METAL STUD 3 32 O.C. B 0 O 5/8 "si A. B. "� WALL ♦i i' 14. e ��4, O SEE ARCH'L. 02 LINE OF FIN. FLOOR O3 QUARRTY TILE © (SERVICE PREP AREA), (FISH /MEAT /PRODUCE TO BE FLUSH O FIN. ® O O2 :.. ; .. •. - 0 AREA) SEE ARCH'L♦ ,- ; .. ; ; ':• ; _ ♦ �: ; d , 10/- SLAB 0 IN r ® FOR FINISH SEE ARCH'L. 4' -0" FLOOR d.• . 0 DRILL 3/4 & FILL W/ EPDXY SIMPSON SET' (ICC -ESR -1771) 0 O 4 OS O 4:744ceofeaD , .w • : OLUTE MIN. SLOPE AS POSSIBLE AO QUARRY TILE FLOOR FINISHES AT TRANSITION ri O5 METAL STUD 0 �,�"�° II I I I I I I I COOLER. 16" O.C. TYP. U.N.O. - ® STL. COL, SEE PLAN FOR SIZE & LOC. ROOD SLOPE TO IN TO BE FLUSH O 0 Q2 AN. •-".- __ FIN. ®04 0 1/8 "I �' ® .. . + ..A ,.. • A B 4' -0" OLUTE MIN. SLOPE AS POSSIBLE © CERAMIC TILE 35 29 FINISH FLOOR TRANSITION 23 WALK -IN COOLER BOX BASE 17 _ 11 TYP. METAL STUD WALL CONN. 9477. DWG 5 1 O 1 PIPEGUARD WHERE OCCURS 0 SEE FLOOR PLAN SEE 25/- - - 7 \ C FOR FINISH SEE ARCH'L / // \ \ C METAL STUD 0 16 "O.C. I I SEE DETAIL 2/- / / O - ' 01 METAL STUD 0 16 "0.C. SEE DETAIL 2/- WHERE OCCURS C #4 CONT. T &B ® #3 08 "O.C. 0 L4x2x12GA. ANGLE 032 "O.C. SEE DETAIL C FINISH PER ARCH'L O6 (E)6"THK. STRUCTURAL D REID E t! h.AR V ll "❑ i MIDDLETON, I p�n E W E :, 20i0 INC. 1 yy RECEIVED C1T�OFTVED r JAN 2 b 2010 PERMIT CENTER - I I I I I I I A I 2 10/- .. • 6 30 SLAB C PREP / SALES AREA -�- .� - -� 2" x 2" x 1/8" STRUCTURAL GRADE ALUMINUM ANGLE, CLEAR ANODIZED. FASTEN TO WALL W/ 3/8" DIA. ALUM. WOOD SCREWS (CLEAR ANODIZED) 0 2' -0" O.C. STAGGERED and COUNTERSINKL HEADS. STOCK AREA ,Q.,.,. . d . g °I.I �. n 0 0 - I - ' a =• �•� '- :` - II . 1 V - • ' ate. 3. .j • . � I © 0 3" 3" 1/4" 3 x 3 x 1/4 STEEL ANGLE, FLOOR TO 4' -0" A.F.F. SECURE W/ 1/4" DIA. LAG SCREWS 0 12" O.C. STAGGERED - PAINT ALL EXPOSED STEEL GREY. I I I /I% 36 30 CORNER ANGLE 24 CONCRETE BASE © STUD WALL 18 12 6 - n __ _. ••■• ••.....I.A • ,•■■ ..■,. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. .U. JUbMI I IHL: UU -UU- .U. SUIiMI I IFiL: UU -UU- NflDEI RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com CONSULTANT: N N 00 O 04 04 V3 03 OO CO 0000 F w Z 0 Z FEB 0 1 c5 :Lb MIDDLETON 3 A REVISIONS: A A A A A A A A A A A A DATE JOB NO. 0 00.00.00 i 09293 3 SHEET NUMBER ST1 January 20,2010 — 4:22 pm ; User: Owner ; J: \29407 \29407ST2.dwg ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. .U. SUI3MI 1 I AL: UU -UU- .U. JUbMI I IAL: UU -UU- .LJ. JVDIVII I It%L. UU—UU- NflDEI RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com CONSULTANT: Consulting Structural Engineers U w a DRAWING TITLE: REVISIONS: A A A A A A A A A A A A DATE JOB NO. 0 00.00.00 09293 ° SHEET NUMBER ST2 C CHANNEL MOLDING ® ACOUSTICAL PANEL SUSP CLG. SEE ARCH'L. ® MAIN TEE BAR SEE ARCH'L. ® GYP. BOARD SEE ARCH'L. 0 (E) CONC. TOPPING OVER (E)MTL. DECK ® HANGING CEILING SUPPORT BY MANUF. 0 HLITI CC27XALH32 016 "O.C. FOR CONC. TOPPING OVER MTh. DECK HLITI CC27XALH27 016"0.C. FOR CONC. PLANK � L2x2x14GA.x16" WITH HILTI XALH32 • O1 (E) MTL DECK W/ CONC. TOPPING ® 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. ® CHANNEL MOLDING Q CROSS TEE BAR SEE ARCH'L. NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS 0 (N) L4x4x1/4 O (N) L3x3x1/4 ® (N) 1/2" ALL THREADED ROD W/ EPDXY ® (N) 3/8 " THREADED ROD TYP © (N) P1000 UNISTRUT CHANNEL SEE PLAN 0 CLG. LINE SEE ARCH'L. ®3/32 3/32"DIA. AIRCRAFT CABLE EA CORNER HANGING POINT OF CLG. CABANA (SEE ARCH'L») 0 3/8 "DIA. STEEL EYE THREADED THRU ROD W/ WASHER t• + 1\ . I 0 ® MAIN TEE BAR SEE ARCH'L. O1 (E) MTL DECK W/ CONC. TOPPING ® 2 HUNG STUDS (U.N 0.) SEE ARCH L FOR SIZE 0 SUSPENDED CEILING SEE ARCH'L ® 16GA. METAL TRACK BLK'G 0 CEILING ® 6 "X 20GA. METAL STUD BRACE ®48 O.C. W/ 4 — #10 SCREWS EA END ® PROVIDE 6 "x16GA. CONT W/ 2 — #10 METAL SCREWS BRACE IS MORE THAN 8' -0" �� + +\ © 0 ® GYP. BOARD SEE ARCH'L. NOTE: \ \ \ \ \ v \ \ \ m \ \ \ \ FOR WIRE TOP CONNECTION SEE DETAIL 19/— ® CROSS TEE BAR SEE ARCH'L. ®TRANSITION CLIP PER MFG. SPEC. NOTE: O FOR WIRE TOP CONNECTION SEE DETAIL 19/— _ 0 O \0 \ \ \ \ \ \ METAL \ 0\ \ \ BRIDGING \ WHEN (5 \ IN LENGTH `' \ �O� , OF HUNG WALL 0 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. ®1 WHERE O 1 8 OCCURS METAL STUD 0 16" O.C. WHERE OCCURS SEE PLAN �* — 0 0 \ \ �� = - — —� — ® 2' -0" �' i - = © FOR FINISH SEE ARCH'L. 1 1/2" 1' -0" // 1 1/2" 2'—O" I ��— EQ. EQ. © 0 0 // o K © _ � SEE ARCHL FOR BOTTOM FINISH AND /OR CONNECTION I o - F ' = ® ■ :w oQ .` c� IY � , YI V _ A� °� 0 � OF CURTAIN WALL 6712.DWG 1 SUSPENDING FILING WIRE TOP CONN. DETAIL 19 — SUSPENSION N O '� I �I Fk#rI � . _ - -- . ... _.__ 0 0 © 0 O © © • Tee ) 0 _ — �— BM. S RT �— IA 0 ARMSTRONG DRYWALL GRID SYSTEM MAIN BEAM 0 0 2 ARMSTRONG DRYWALL GRID SYSTEM RADIUS CLIP TYP > 3/16" 3 I— I— (MAx 8uso" C j C6x8.2 —.I ip -c•1 2 Q I' _ —i 0 0 1 M i < W ® ARMSTRONG DRYWALL GRID SYSTEM © CROSS TEE 0 ;�; - 3/16" -- I 3/16- ■ I OP >'ING SEE SCHEDULE FOR SUPPORT TYPICAL T —BAR CEILING 14 co 0 •• _ „, • o� Ol 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. O CEILING SEE ARCH'L. O CURVED MAIN TEE BAR SEE MAIN TEE BAR SEE ARCH'L. 5 FLEXIBLE DRYWALL TRIM PER ® L—BEAD MOLDING PER MFG. 7 ATTACHE WITH SCREW OR TRANS O ® #10 SCREW TYP ® SUPPORT BRACE PER MFG. 0 • O f ' j.jj_ I ;-; V ARCH'L. `OTE: SHOWS GENERAL CONFIGURATION, ADDITIONAL PARTS REQUIRED SHALL ARMSTRONG CEILING SYSTEMS AND SPECIFICATIONS 0 � DETAIL ALL BE PER REQUIREMENTS ?; U — — — — — —I— -.-.�; -=.>*= = :u=.' ^ -. DE A L SHOWS GENERAL CONFIGURATION, ALL BE PER DIARMSTRONG TCEILING I SYSTEMS SHALL REQUIREMENTS AND SPECIFICATIONS . 0 3'—O" C6x8.2 L3x5xl 4x 0 -3' ” " / >3/1s r II II ,I z 1 1/2 (LLV) TYP MFG. SPEC. 3/1s" SEE ARCH'L NOTE: . OPENING WIDTH SUPPORT DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS UP TO 2'—O" L2x2x1/4 SPEC. CLIP NOTE: A -A NOTE: VERIFY THE SIZE AND OPENINGS WITH MECHANICAL MANUFACTURER AND CONTRACTOR LOCATION OF MECHANICAL 2' -1" TO 4' —O" L3x3x1/4 FOR WIRE TOP CONNECTION SEE DETAIL 19/— 4' -0" TO 6' -0" 4 L4x4x1/4 / 6' -1" TO 8' -0" C6x8.2 SPEC. �-'� .',r, . OVER 8' —O" SEE PLAN TYPICAL CLG. CABANA SUPPORT 8 TYP. STL. DECK OPEN'G FRAMING 2 DETAIL 26 DETAIL 20 ® CHANNEL MOLDING 0 g ACOUSTICAL PANEL SUSP CLG. i SEE ARCH'L. 0 0 I yC C= O1 CHANNEL MOLDING NOTE: 0 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. NOTE; CONNECTION 19 — / ® O3 ® 5 O ® 1 Q 0 ® 12GA. FOR WIRE TOP CONNECTION SEE DETAIL 19/— ,.- r- ,.- ', -r: © 0 0 FOR WIRE TOP SEE DETAIL MAIN TEE BAR SEE ARCH'L. GYP. BOARD SEE ARCH'L. CROSS TEE BAR SEE ARCH'L. �x4x18GA METAL STUD 0 O.C. W/ 2 — #8 SCREW EA. END TRANSITION CLIP PER MFG. SPEC. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. - 2' -0' o A F v-::::::—L— ® ACOUSTICAL PANEL SUSP CLG. SEE ARCH'L. O MAIN TEE BAR SEE ARCH'L. 0 GYP. BOARD SEE ARCH'L. O O CROSS TEE BAR SEE ARCH'L. ® TRANSITION CLIP PER 12GA. SPEC. HANGER WIRE PER MFG. 0 SPEC. SEE ARCH'L. rB " ®1 5/8x6x18GA METAL STUD 16 O.C. WHERE OCCURS SEE PLAN I 2 —0 " 2 —0 " " 4 —0 TYP L O ® GYP. BOARD SEE ARCH L. O3 MAIN TEE BAR SEE ARCH'L. 0 CROSS TEE BAR SEE ARCH'L. L. O5 MAIN TEE SPLICE PER MFG. SPEC. 0 i'$ l N� Q ,w 1►yi. - I i 0 I O I 0 3 O 0 0 f O PER MFG. SPEC. OR SEE DET. 6/- I "' •� 0 4r. ►� '� P;- � � m = cv 8 0 0 Transition Clip 0 ,X,• , �- =,7,• O , ; , , - ; ; 4- _ _ ___ s I I © © 0 1 c�1 i 0 € i 0 �. _ �- •,•� , ��r 'r. r� ©� saaQOasze�azr.t�zu �� . / O ° © e • • 1 N ; /. 0 rs .� • �`" `� �' y f • 0 0 NOTE: NOTE: 0 �`-- 0 DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS �smaz>�c>rcrQ� 0 DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS 33 DETAIL 21 TYPICAL T —BAR CURVED CEILING 15 5 TYP T —BAR CEILING 9 TYP SUSPENDING CEILING 3 0 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. ® MAIN TEE BAR SEE ARCH'L. ® SPLICE CLIP PER MFG. SPEC. 0 VALLEY MAIN TEE PER MFG. ® CROSS TEE BAR SEE ARCH'L. ® GYP. BOARD SEE ARCH'L. 0 © , �`"- 0 / -.- ..„ �� _ SPEC. 0 0 ® �4 v'_ _ _ 0 r O1 #10 SCREW EA. FLANGE ®(E) MTL. EACH STUD, TYP. 2 FINISH PER ARCH'L O 20 O / ® 362S162 -33 016 "O.C. 0 (E) INSULATING CONC OVER POLYSTYRENE BOARD O5 FOR CONC TOPPING OVER MTL. DECK " USE 2— XALH32 012"0.C. DECK W/ . MTL. P FLANGES CONC. W/ TOPPING 9® PL.18 "x6 "x14GA. W/4 XALH32 METAL DECK 10 4 — #10 SCREWS CONT. TRACK 024 "O.C. TO (E) 024 "O.C. TO 14GA. PL. 1 ARMSTRONG DRYWALL GRID SYSTEM O MODIFIED MAIN BEAM NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/— 0 0 02 ARMSTRONG DRYWALL GRID SYSTEM — 4' CROSS TEE ® #12 HANGER WIRE AS REQUIRED TO SUPPORT LOAD, OPTION: RUN STUD FROM TOP OF VAULT TO 0 0 r - ' -'° `' J �— ,��� REVIEWED FOR _ � _ — _ -_� 'Lr' 20 CODE COMPLIANC APPROVED O •11 3/8 "MAX. •r-- 3 8 "MAX. 0 3/8 "MAX. �� /' 0 STRUCTURE ABOVE 9 O O3 © 0 t • O APR 2 8 2010 City of Tukwila �— ® TRANSITION CLIP PER MFG. SPEC. ( ® ANGLE MOLDING 0 © o_. 1 O 0 2 1 7 0 '� � • /�' ir . , - 0 10 O 0 ©GYP. BOARD SEE ARCH'L. 8 1 5 /8x6x18GA METAL STUD 0 16" O.C. WHERE OCCURS SEE PLAN ®9 VERTICAL BRACE AS REQ'D. PER MFG. SPEC. SEE VERTICAL BRACE O a o- © 2 —gym •o o , �.• -. BUILDING DIVISION ice— 3 "v © i�- 3 I —�� •� o• �r ► �� NOTE: A DECK FLUTES PARALLE Al DECK FLUTES PARALLE B DECK FLUTES PERPENDICULAR 0 FOR WIRE TOP CONNECTION SEE DETAIL 19/— 11!0* do ' r:' �� �t? TO METAL STUD WALL TO METAL STUD WALL TO METAL STUD WALL TYPICAL T —BAR CURVED CEILING 16 HANGING METAL STUD WALL TO FLOOR DECK CONN. 4 gym..mil ��� O1 L4x4x14GA.x1' -6 "LG. USE 4 — #10 SCREWS TO ( E)STEEL DECK ROOF USE 4— XALH32 SHOT PIN TO ( E)STEEL DECK FLOOR 4— XALH27 SHOT PIN TO 2 MEETALN DECK SEE PLAN 0 FOR SIZE & WELDING 3 4 — #10 SCREWS 0 OR WELD (1/16" — 2 ") 4 METAL STUD BRACE 0 0 4' -0" O.C. O5 ( E)CONC. PLANK 0 NOTE: DRYWALL LINE DETAIL SHOWS GENERAL CONFIGURATION ALL ADDITIONAL PARTS REQUIRED SHALL PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS CLG. I \ 9 ` �'`USE ' �\ / TYP �BE 1/// /� /� //-2//:/://A iiilia — — — — .� �� ' —_ � ® TS6x4x1 /4 ®1 /4"THK. END PL. " 0 3 0 STD. PIPE COL. MIN. 8 LG. O 4 C12x20.7x0' -6 "LG. AT 3 "0 STD. PIPE LOC. • O ® 0 © ■ — v -''� . � i 1/8 - 2 - TYP, 1/4 V , 1/4" 1 0 0 A METAL STUD BRACE ,' SEE ARCH'L. 0 5 (E)STEEL ROOF JOIST „ CONNECTION TO DECK ao T — 1 1 2 ©(N)A /C UNITS PER MANUF. 3 0 ADD NEW L2x2x1/4 EA. SIDE ® © — -- \_ ®(N) TS BEAM SEE PLAN O — "111-1 — r-i,4 B METAL STUD BRACE 0 0 0 _ 0 0 A� _ B A� A� 0 CONNECTION TO DECK CURVED CEILING DETAIL 23 BRACE CONN. TO FLOOR OR ROOF 17 0 (N)TS BEAM SEE PLAN 0 (E )JOIST GIRDER 0 O 0 16 GA UNPUNCHED 0 SLIP TRACK 2 1 /2" ° (s a44jcc.I 042 _ ®241 OOS� SCREW 2 E /1 FLANGES) W/ 1 1/4 " x1/4" VENT SLOTS IN EA. FLANGES 0 1 " O.C. 0 u VAA MAR ' 3 %n � _ 1 ® O O2 6 "x 18" n 12GA. PL. 0 0 0 (E)CMU WALL ® (E)3 1 /2"THK. CONC. TOPPING OVER 1 /2"THK. B DECK O5 (E)STL. JOIST SEE PLAN ® (N)3 /8 "x8 "xDEPTH OF JOIST GIRDER O7 (N)1/211-IK.xTOP CHORD ANGLE LENGTH x DEPTH OF JOIST GIRDER Z. + —. ■ O1 (N) TS BEAM SEE PLAN 1 DECKING NOT SHOWN FOR 0 (E) BEAM AT 4'-0" O.C. USE 2 — #10 METAL SCREWS TO EA. FLUTE AT ROOF O O REID MIDDLETON, INC. —1 �r��- l ∎�J AN 4 i : Q '�. LJ.J `' ° DDLETQ — — (TOTAL OF 6) USE 2—XALH32 SHOT PIN 3 AT EA. FLUTE AT FLOOR (TOTAL OF 4) 0 METAL STUD SEE PLAN J d 1 © 1 I 0 }} F— 0 0 0 0 © o ® ® 1/8- I/ 2" TOP ®(N) 4 -3/4 "0 A325SC BLOTS — `�; — — — J_ (— ®(N) 3 /8"THK. STIFF PL. 3/1 s" .: M •— 0 © '• 4 1/4' 0' 1/ . O STL BEAM PLAN ® MTL DECK SEE PLAN ® (E) STRUCTURE ABV. O7 16GA CONT. METAL TRACK TYP. ® #10 SCREWS 016 "O.C. CONN. TO STEEL DECK ROOF OR XALH32 024 "O.C. CONN. TO STEEL DECK FLOOR . 9 SEE ARCH'L FOR ONE HOUR WALL 10 FOR (E)CONC. PLANK USE 1 1°1 101 I I \ I I i� 1 /8" I2' -24" 77VD*I I— 1 /8" 2 " -24' RECEIVED CITYOFTUKWILA s/1 s- D s" 0 1/4- / I I N — _ \ z JAN 2 6 2010 PERMITCENTER O5 ` ' Al! 1/8" 1" END 3 u ® I / X1/2 -x1 -ATims Z VIEW A —A I I A j B ti O - "O.C. VIEW B —B XALH27 SHOT PIN 016 36 NEW TS BEAM TO (E) JOIST GIRDER 3 0 TYP NON —BRG PARTITION TOP CONN. 24 TYP. NON —BRG PARTITION TOP CONN. 18 A/C UNIT CURB DETAIL AT LOW ROOF 6 _........_... _ w AA !Sr, AA ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. .U. SUI3MI 1 I AL: UU -UU- .U. JUbMI I IAL: UU -UU- .LJ. JVDIVII I It%L. UU—UU- NflDEI RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com CONSULTANT: Consulting Structural Engineers U w a DRAWING TITLE: REVISIONS: A A A A A A A A A A A A DATE JOB NO. 0 00.00.00 09293 ° SHEET NUMBER ST2 January 20,2010 — 12:53 pm ; User: Owner ; J: \29407 \29407ST3.dwg 2 23 17 11 3" 6" 35 X" PLYWOOD ,1!� i 1 ,-, -.010 - - ,■? = 10" STEEL TRAC INIEID MIDDLETON RECEIVED + + p O + + I CITIFOFTUKUil1 "I+ + O o ; + 7' -0" A.F.F. JAN 2 6 2010 -' F, ❑,S, $ r-_-1 PERMIT CENTER METAL STUD FRAMING SEE NOTE BELOW 1 1/2" 0 ..--' FOR FINISH SEE ARCH'L. 0 I 1 1/2" MIN. AIR GAP NOTES: la IF. '""" - ° . DWGS. 1. VERT. & HOIRZ. STUDS 362S162 -33 0 ',.% 0 16" O.C. U.N.O. 32" : 2. BRACING 3625162 -33 0 32 O.C. 0 3. ALL STUDS CONNECTION USE 4 - #10 P SCREWS TYP. 4. ALL CORNERS USE 2x2x2OGA 2P 0 I f 5. ALL TRACK USE 362T150 -33 b k ST I \ E Y ,./7„,,,,,.„,,...,...„/ a a FIN, FLR. REF: 9/A2.1 36 30 24 18 12 SUSPENDED WALL AT PRODUCE SALES 6 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 NflDEI RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com )W U O z CONSULTANT: R7 Consulting Struc JOB# 29407 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Imm cc ce ii... 0 NC. w J 0 W Z J W t FEB 0 PREID MiDuLt ON REVISIONS: A A A A A A A A A A A A DATE JOB NO. 0 00.00 -00 i 09293 3 SHEET NUMBER ST3 ANF PLOTDATE: AM o o © m - N ® -® / r11 ® /.I�-� - 1 -0" A.F.F. - - - - - - - - . - - - . ` ` . .-- - - 1 1 1 \ + + \ I "'T T .I�-L-- _ �I. - .` ..i.�,/ , OS. T� " ,+ + + I- I I _I \ \ / 0 0 ® I I / -COMP. STRUT / 0 / / , I/ ® ®4' -0" O.C. / O \ ® I �' 1 1'� / v ., / / N NOTES: / / LIGHT FIXTURE, /' 31 2 2 5 1 19 I SEE ELECT. DWGS. 10" ) ) " PLYWOOD E EQ. E v 0 11' -0" A.F.F. di 1 + ' 1 , --- - --J N ',I-7,- � 0 r + " I I \ % c ce \ — 1 1' -0" 1 BRACING, SEE NOTE BELOW N 1' -0" 2 NOTES: 1. VERT. & HOIRZ. STUDS 362S162 -33 0 16" O.C. U.N.O. FOR FINISH SEE ARCH'L. 5 3 2 2 2 6 2 2 0 C CEILING AT CONCOURSE REF: 6/A2.1 2 2 .� O O 19' -0' A.F.F. $ _ ® �— 1 tiET F 0 \ .,.-11 , ' \ \ \ W \�\ C 1►' 4 WIRE H ® APR 2 8 2010 ® \ \ \ Q M MAX. r \ ± = C SUSPENDED C CEILING, MAIN SALES $ [P • O O O I I++ I I_ O j0 \' ; � �; S 1 . IF S 2' -6" 0 SEE ARCH L. � M t--.-1,- METAL STUD FRAMING A .I NOTES: 33 - 21 15 B 2 2 BRACING, � 7' -0' A.F.F. $ t + + l + + O A ` `l . ... — n` — 3 — n — — 7 $ . ... • . 1 g . . FOR FINISH SEE ARCH'L. 0 g i,%1 ,, - �_ -�_1 F BY 5 NOTES: 1. VERT. & HOIRZ. STUDS 362S162 -33 ® 16 " O.C. U.N.O. 1 1/2" MIN. AIR GAP 2 0 ' S if' ` `�,,__,__... DWGS. 3 FURNISHED & INSTALLED B W /REFRIG. 0, -0' " f 7 ST1� :J t t 1 34 2 2 8 2 22 1 16 S SUSPENDED WALL AT MAIN SALES AREA REF: 12/A2.1 4 4 NOTES: FULL HEIGHT WALL USE 600S # # # -33 SEE DST. 2 /ST2 8A / ST2 0 ® — / $ F.O.S. 9 3 3/8" DIA. ROD ® ' ' . 6' -0' O.C. 0 MAX. ( (--- 1 1/2" DIA. STD. PIPE SEE ARCH'L. _ 12' -6" A.F.F. An _ _..._ � = S PR ❑DU S CLGCE , ALES LINE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 NflDEI RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com )W U O z CONSULTANT: R7 Consulting Struc JOB# 29407 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Imm cc ce ii... 0 NC. w J 0 W Z J W t FEB 0 PREID MiDuLt ON REVISIONS: A A A A A A A A A A A A DATE JOB NO. 0 00.00 -00 i 09293 3 SHEET NUMBER ST3 ANF PLOTDATE: 212'-1 1" 40' -0" (g) REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2010 City of Tukwila BUILDING DIVISION NORTH DEMOLITION FOUNDATION NOTES: FIRST CUT SEE DETAIL 3/— SECOND CUT SEE DETAIL 5/— Clitir DETAIL No SHEET No. . DETAIL SYMBOL 1. FOR DIMENSIONS AND CONDITIONS NOT SHOWN SEE ARCH'L DWGS. AND VERIFY IN FIELD. 2. SEE STRUCTURAL GENERAL NOTES IN SHEET ST -1. 3. FOR FLOOR DEPRESSIONS, CURBS, UNDERFLOOR DUCTS, CONDUITS, ETC., SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DWGS. 4. FOR FINISH FLOOR ELEVATION, SLOPE, DRAINS, SEE ARCH'L DWGS. 6. TYPICAL DETAILS NOT SHOWN, SEE SHEET ST -1. NOTES 1 L (E) #4 0 18" O.C. (E) TOP REBAR SEE EXIST'G. DRWS. ® SAW CUT EXISTING SLAB E —W DIRECTION, SHALL NOT EXCEED DIMENSION SHOWN, DO NOT OVERCUT CORNERS, (FOR N —S DIRECTION REBARS MAY CUT) 02 CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA ® FOR E —W DIRECTION EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP II II (E) E —W DIRECTION REBAR BENT UP EQ. ; EQ. ® TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. FIRST CONC. CUT DETAIL (E) #4 0 18" O.C. S H i i�i�i�i :4 (E) TOP REBAR SEE EXIST'G. DRWS. J 1 1 0 / J i I J ■ - ■ - - Amii rp- --.,■ .�" \ \ l _a, HJ / / ._ kv,. _ ..1 / „ , J / JJ/ Jf / J ' ✓ / . % / II • 1 J'� 0 ' NORT 4' -0" (U.N.O.) W ® SAW CUT EXISTING SLAB E —W DIRECTION, SHALL NOT EXCEED DIMENSION SHOWN, DO NOT OVERCUT CORNERS, (FOR N —S DIRECTION REBARS MAY CUT) 02 CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA ® FOR E —W DIRECTION EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP II II (E) E —W DIRECTION REBAR BENT UP EQ. ; EQ. ® TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. FIRST CONC. CUT DETAIL (E) #4 0 18" O.C. S H i i�i�i�i :4 (E) TOP REBAR SEE EXIST'G. DRWS. /\ /m ©r J© / �1 I I r/ y AM / 0 / / ' NORT 4' -0" (U.N.O.) W ® SAW CUT EXISTING SLAB E —W DIRECTION, SHALL NOT EXCEED DIMENSION SHOWN, DO NOT OVERCUT CORNERS, (FOR N —S DIRECTION REBARS MAY CUT) O2 CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA ® FOR E —W DIRECTION EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP II I`\ (E) E —W DIRECTION REBAR BENT UP EQ. ® TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. SECOND E SECOND CONC. CUT DETAIL 5 DEMOLITION 1ST FLOOR PLAN (GROUND FLOOR) SCALE 1 /8"="1'-0" A i ti EV ll E 1J l'J E MAR n %CIO REID MIDDLETON, INC. RECEIVED CITY OF TUKWILA JAN 2 6 2010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 NflDEI RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com QJ CONSULTANT: I- U w 3ce a z 1 a Z imma -o Oz W O U. '2 `� i=EB 0 1 213 I iD MIDDLE T O 0 REVISIONS: A A A A A A A A A A A A DATE JOB NO. C c i 00 -00-00 09293 E SHEET NUMBER D1.0 a F- E. 2 il ' 1 1 1 ' i I J .�" \ \ l li HJ / / ` ® SAW CUT EXISTING SLAB E —W DIRECTION, SHALL NOT EXCEED DIMENSION SHOWN, DO NOT OVERCUT CORNERS, (FOR N —S DIRECTION REBARS MAY CUT) O2 CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA ® FOR E —W DIRECTION EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP II I`\ (E) E —W DIRECTION REBAR BENT UP EQ. ® TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. SECOND E SECOND CONC. CUT DETAIL 5 DEMOLITION 1ST FLOOR PLAN (GROUND FLOOR) SCALE 1 /8"="1'-0" A i ti EV ll E 1J l'J E MAR n %CIO REID MIDDLETON, INC. RECEIVED CITY OF TUKWILA JAN 2 6 2010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 NflDEI RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com QJ CONSULTANT: I- U w 3ce a z 1 a Z imma -o Oz W O U. '2 `� i=EB 0 1 213 I iD MIDDLE T O 0 REVISIONS: A A A A A A A A A A A A DATE JOB NO. C c i 00 -00-00 09293 E SHEET NUMBER D1.0 a F- E. 2 f 1 1F 1 I [l 1 ✓ 4.4 M :6 04 .D-2.• ri — — ____ 212' -11" �� — / 30' -5 1/2" 28' -0" 28' -0" 40' -0" / 28' -0" / 20' -3" / 7' -9" / 30' -5 1/2" / / / // // 03 rf`( (E)W'14x22 I I III (E)W6x20 \\\ (E W6 N W LU N W L1 V, x d- N w N W (E)W30x99 (E)i'd&k0 1 (fa)1r.20 1 t4) 11 u x I x ( 46x20 L1J H (0)'W6x20 1 016x20 III E W6x216 (E)W6x � /// �( W6x20 I I N Z Li N LU W La. Cc N Lit N W Cc N L:1 (E)36G 5 ! 24.0K C3 t (E)W30x99 HSS1 �i ra u r: N x Z r: W N c el- fi r: W N W N 9- N U (N)HSS14x6x5 /16, C=1/2" LL: r: W N e~L- Z (P� N C-L (E)W36x135 00 N (E)L6' c o 0 x COX x c)4 LOX (Cs —fit" � ' —7 8._ --= .'"�.._'.t. I -1 (E)W33x130 6x6/16 CO 4 N W Id HS /4x6x5/1 ., C =1 , i1 N CO Z 4x6x5/16, C=1/2' 7.0K C." to 1.1.1 N X Lu (N)HSS1 4x6x5/ 16 (N)HSS ;4_x6x5/1 , (. .),35.J 5N 0=1/2" to LU C =1 /2" (0 X LL: N to LL to (N )HSS : 4x6x5/ 16, C= 1 (N)HSS1 'S 4x6x /16 N r*3 W HSS14x6x +/16 6N ' 7.04. , C=1 _ N M , C =1/21 CJ a. 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M w Z 9$- N W W Z 0 co C)) LL — -max. 1 N t) w n N X X 3 Z u u CO X CO SS18 SS 1 tel x6x3/8, C Csa SS18x6x3/8, C.1" c\a N, W N N) L1 CD N,I,Eils: . s.o i 5 CN • CO • E)360 8N 8.5K LL- LLI REMOV & INS (N) SU CN LTAION ROR PORT P CN tri LLI LLI CN 5 (N) ra1,1 CO 7. CN MIEEMLB 4x6x5/16, C LN to x44 C =5/8" • • • (N) (.0 N N Po REMOVE (E) ROOFING r. tn cNI (E)W6x20 LLJ (E N CN to LI 0 CO TE- co / 1139 / L2 (N)H 9 NGE AL LI S14x6x el,-3/ T LU C-a N) w (E)40G 7N 19.3K cO 1 2" CO GO 3: x x N CUT (E) DE K AFTER ALL NEW SUPPO-T ARE I CN (E)W6x20 71, (iFil)!:66:22°0 it ?i-li 'j I (E',11N6:2:■:,,,,11 11-1--\\\ 11 II .A6x20 C41-1 1 11 III 11 II II CN LIJ Li.: CO CV E' lit 11 tn NORTH 1 City of Tukwila BUILDING DIVISION CODE COMPLIANCE APP OVED APR 2 8 2010 3 2ND FLOOR FRAMING PLAN SCALE A 'rj444 0 C) D EW[lEMIEB REID MIDDLETON, INC. RECEIVED JAN 2 6 2010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL: 00-00-00 NRDE1 RET1111. Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com CONSULTANT: co Cr, Consulting Structural Engineers o 0 ON cc • cc um CC 0 0 REVISIONS: A A A A A A A A A A A A DATE 00-00-00 JOB NO. SHEET NUMBER D2.0 212' -11' C C 30' -5 1/2' 28' -0' 28' -0' / 40' -0' / 28' -0' / 20' -3' 7' -9' 30' -5 1/2' €-i REVIEWED FOR COMPLIANCE C CODE C APPROVED APR 2 8 2010 .0 City of Tukwila BUILDING DIVISION NORTH W E S ROOF FRAMING NOTES: DETAIL No. SHEET No. ROOF BEAM SYMBOL 1. FOR ROOF ELEVATIONS, SLOPES, WALL HEIGTHS, ROOF OPENINGS, ETC., SEE ARCH'L PLANS, SECTIONS, ELEVATIONS AND DETAILS. 2. SEE STRUCTURAL GENERAL NOTES ON SHEET STO (OR ST1 AS REQUIRED). 3. FOR MECHANICAL EQUPMENT LOCATION, SIZE, OPENINGS,ETC., SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. 4. FOR DIMENSIONS AND CONDITIONS NOT SHOWN, SEE ARCH'L, MECHANICAL AND A/C DRAWINGS, AND VERIFY IN FIELD. 5. TYP DETAILS NOT SHOWN, SEE SHEETS ST2, ST3, ETC.. NOTES 1806A.DWG ■I1M MIMEO CEILING EXPANSION JOINT LOCATION FREE (SLIDE) CEILING AREA SEE FIX CEILING AREA SEE n CEILING EXPANSION JOINT NOTE N RD E I. RETflII Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com P— G .,oN 4 D +� O Q all i• w...... . yw.. .. _ _ _ / .L, y' ar, r,£.`✓ J_:;: : € 3 Y � ° „` ;.'. ^ . 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RETflII Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com P— G .,oN 4 D +� O Q all i• ig t.l 3 4 2ND FLOOR FRAMING PLAN SCALE 1 /8 " =1' -0" A ull IV l E W REID MIDDLETON, INC. MAR 0 9 2010 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. 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DETAIL 4 CANOPY SECTION SCALE ® LEGEND / ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 NflDEL RETDII. Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com CONSULTANT: JOB# 29407 9420 Telstar Ave., Suite 118, El Monte, CA 91731 1/4/ cUs GI Q CO C"F CC10 F- 0 W 0 Z 0 V STOREFRONT MAR 92010 REVISIONS: A 0 0 0 A 0 0 0 A 0 o DATE 00 -00 -00 0 JOB NO. 09293 ° SHEET NUMBER 0- 1 a 54.0 EXIST. REMOTE METER EXIST. SECONDARY TO PUGET POWER TR -R 7 (E) W.P. MAIN SWITCH BOARD "MS" 50,000 Ala (E) / 1600A5 (E) 1600AF KEYED NOTES: 0 0 0 0 0 0 7(E) 400A5 (E) 400AF DISCONNECT AND REMOVE EXISTING PANEL, EQUIPMENT DISCONNECTS, ETC. 211/460V - 50 - 4A L / (E) 200AS 4 (N) 150AF FRS -R 2 "G -3 #3 /O THAN (N) COMPS. RACK #1 g0A DISCONNECT AND REMOVE EXISTING. CONDUITS AND WIRES. RENAME EXISTING PANEL "LIE" • TO "GK" AS SHOWN REPLACE EXISTING FUSE WITH NEW AS INDIGATED. IOOA- 240V- 5P L16HTIN6 CONTACTOR. INSTALL REDUCERS FOR 20A FUSES. 3I / (E) 4 200AS (N) 200AF FRS -R 2 "G -3 #3 /O THAN GU NEW X W (E) 200A5 (E) 200AF / (E) 200AS Y F,A7 I I LIJ EXIST. t-I XI wI (E)45KVA r TR R EXIST. LTL I I i I LI EXIST. • �.XI ST. (E) 150AF Fr_s" i i LI EXIST. 61, (E) 60A5 (N) 20AF 3/4 "G -2 #IO THAN GU (N) BALER (E)45KVA TR -R "G -3 #6 TH (N) 50AF LPS -R AUTO TR -R 0OA /3P SWITCH (2) 2"C - 3 #4/0 THAN C.U. IN EACH 8 (E) IOOAS (E) I OOAF I I/4 "C- 3 #2 +I #8 6RD. THAN GU. I "C- 3 #6 +1 #IO 6RD. THAN GU. IOKVA, I20 /206V, IPH UPS W/ INTEGRATED AUTOMATIC TRANSFER SWITCH. 1"C-5#6+1#10 GRD. THAN C.U. (N) DEFROS. PANEL #1 (SDP -I) 4I.IA 2j LJ EXIST. (N) COMPS. RACK #2 62.5A ISOLATION TR -R X11 EXIST. (N) DISTRIBUTION BOARD "DB" W z d 0 2 d W z 0 3 F- (N)600- 480V -3P DISC. SWITCH W/450A LPS -R FUSES (N)300KVA TRANSFORMER 211/480V- 50 -5A- PRIM. 120/206V- 547-4A- SECOND. 3/4 "C - 1 #5/0 THAN CU. TO BLDG. STEEL OR EXIST. GROUND. 120/208V - 54) - 41/4 - 1600A 3j) 4b )I50A )100A 0 5p 0 3P (N) DEFROS. PANEL #2 (SDP -2) 10.6A Single Line Diagram Not to Scale I- i "CF11 "CL" 8(t 100A S,I'1` r15Ol SC- EDIBLE Symbol Description TELEPHONE CONDUIT °C L O. A D VA Y 3/4 MINIMUM UNLCCC NOTED A -I,5,5 HOMERUN TO LI6HTIN6 OR POWER PANEL A, CIRCUITS 1,3 4 5, I/2" G - 3 # 12 P N D CONDUIT HOMERUN - TERMINAL CABINET —�- WATT CONDUIT CONGEALED IN WALL OR GEILIN6 UNLESS NOTED LITHONIA GRR432T8277VGEB CONDUIT CONGEALED IN FLOOR UNDERGROUND OR UNDER FLOOR UNLESS NOTED X I/2" CONDUIT - 2 # 12 UNLESS OTHERWISE NOTED —{l F32T8 I/2" CONDUIT - 3 # 12 104 B —III CRR432T8211VGEB -EL14 i/2 "CONDUIT -4 #12 1111 32 I/2 " CONDUIT -5 #12 C NPUIT-*I2 jii i X CONDUIT STUB -OUT AND GAP - DIMENSION LOCATION F B O. FURNISHED BY OTHERS. INSTALLED $ CONNECTED BY ELECT. CONTRAGTQI — —3 32 I/2" G.O. TO G.W. D — —Iii PIPE UNLESS NOTED ROOM NUMBER G.O. CONDUIT ONLY WITH PULL WIRE 2 _ F32T8 N.I.T.S. NOT IN THIS SECTION W.P. WEATHER PROOF N.T.S. NOT TO SCALE ..I - BOX -UNCTION BOX CONDUIT UP F32T8 V.L. VERIFY LOCATION - CONDUIT DOWN 26T8- 332A12125- MVOLT- GEBIOIS -ELI4 N.L. NI61•IT LIGHT U.6. UNDERGROUND G.U. COPPER CONDUCTOR AL ALUMINUM CONDUCTOR +44" DISTANCE FROM CENTER LINE OF OUTLET TO FINISH FLOOR 261-8- 319A12125- MVOLT- 6EBIOIS UNLESS NOTED M.H. MOUNTING HEIGHT - FLOOR TO BOTTOM OP FIXTURE E.G. ELECTRICAL CONTRACTOR FLOOR WALL GL6. LITHONIA 261-8- 31 /A12125- MVOLT- 6EBIC9S -ELI4 �GA LIGHT FIXTURE AND OUTLET G - CIRCUIT NUMBER A - SWITCH DESIGNATION —•— FI1T8 FLUORESCENT LIGHT FIXTURE AND OUTLET 53 6 LITHONIA FLUORESCENT STRIP LIGHT FIXTURE AND OUTLET I F—e—+ 1-0 0 EXIT LIGHT FIXTURE AND OUTLET. DIRECTIONAL ARROWS AS REQUIRED 32 54 J LIGHT OUTLET CONNECTED TO THE EMERGENCY SYSTEM L13232- MVOLT- 6EBI0I5 S SINGLE POLE TOGGLE SWITCH +40" UNLESS NOTED so), F32T8 PROVIDE POLE SWITCH - SUBSCRIPT INDICATES OUTLETS CONTROLLED PROVIDE SEPARATE SWITCH FOR EACH IN 6AN6 ASSEMBLY 54 S2 LITHONIA 2(TWO) POLE SWITCH +40" UNLESS NOTED X S5 THREE(3) WAY SWITCH +40" UNLESS NOTED 2 54 32 FOUR(4) WAY SWITCH +4'0" UNLESS NOTED L Sk LB232- MVOLT- 6EBIOIB SINGLE POLE KEY SWITCH +40" UNLESS NOTED 4 F32T8 32 104 M LITHONIA L13232- MVOLT- 6EBI0Iri -ELI4 X 4 F32T8 32 SP N SINGLE POLE SWITCH $ PILOT LIGHT TL232- MVOLT- 6EBIOIS= I/4 +40" UNLESS NOTED SM X SINGLE POLE TOGGLE MOTOR CONTROLLER +4'0" UNLESS NOTED F32T8 SDIM 104 DIMMER - SOLID STATE TYPE +40" UNLESS NOTED LITHONIA igiC DUPLEX CONVENIENCE OUTLET +15" UNLESS NOTED :i X 4 PEDESTAL TYPE FLOOR DUPLEX RECEPTACLE - FINISH SELECTED BY ARCHITECT OO 104 P FLOOR RECEPTACLE FLUSH WITH THE FLOOR DM 232- I20V- 6E5 -0° BALLAST X 2 0 .!UNCTION BOX SIZED ACCORDING TO CODE 54 0 UNLESS NOTED !I X JUCTION BOX MOUNTED 0 4 F32T8 SINGLE CIRCUIT RECEPTACLE, TYPE AS SHOWN ON DW6S. +15" UNLESS NOTED 104 R LITHONIA +15 bb 0 SPECIAL PURPOSE OUTLET OR DIRECT CONNECTION. I MH 100 110 S m LP6H- 1OM- 271V -6LD3 TELEPHONE TERMINAL CABINET WITH 3/4" PLYWOOD BACKBOARD X 1 MH 10 .El T ONTROLLER SI52- 211V I D' ( I UNFUSED DISCONNECT SWITCH i F32T8 COMBINATION MOTOR CONTROLLER AND DISCONNECT SWITCH 2q 4 LITHONIA AFI42TRTSARGGL -2T 1V . 1 X FLOOR TELEPHONE OUTLET FLUSH WITH THE FLOOR. I PL 42 46 V i AF216TRT8ARCGL -21/V MOTOR OUTLET - CONNECT AS REQUIRED X 4 DATA OUTLET +15" UNLESS NOTED ig) 43 CLOCK OUTLET AND CLOCK LITHONIA -TRACK Lis LTDLPHR56H5OHEBLPSPLTWFH500F5000L THERMOSTAT OUTLET +40" UNLESS NOTED I la 3 CONTROL TRANSFORMER X I•s v Ss V SPEAKER WITH VOLUME CONTROL X 0 VOLUME CONTROL +40" UNLESS NOTED PL 3g 0Y GEILIN6 MOUNTED DUPLEX RECEPTACLE FOR SHOW WINDOW LIGHTS. LITHONIA FD PUSH SUTTON STATION WITH PILOT LIGHT +40" UNLESS NOTED EN 2 _ BUZZER LIGHTING FIXTURE SCHEDULE T Y C E MANUFACTURER MOUNTING LAMPS L O. A D VA CATALOG No. S R F R W L L P N D - No. TYPE WATT A LITHONIA GRR432T8277VGEB X 4 F32T8 32 104 B LITHONIA CRR432T8211VGEB -EL14 X 4 F32T8 32 104 C LITHONIA SI32- MVOLT- 6E13I0IE X I F32T8 32 141 D LITHONIA CRR232T8211V6E5 X 2 _ F32T8 32 54 E LITHONIA 26T8- 332A12125- MVOLT- GEBICEIS X 3 F32T8 32 Zg F LITHONIA 26T8- 332A12125- MVOLT- GEBIOIS -ELI4 X 3 F32T8 32 lq G LITHONIA 261-8- 319A12125- MVOLT- 6EBIOIS X 3 FI1T8 I? 53 I"I LITHONIA 261-8- 31 /A12125- MVOLT- 6EBIC9S -ELI4 X 3 FI1T8 11 53 LITHONIA T5I32 -211V X 2 F32T8 • 32 54 J LITHONIA L13232- MVOLT- 6EBI0I5 X 2 F32T8 52 54 K LITHONIA L15232- MVOLT- 6EBIOIE ELI4 X 2 F32T8 32 54 L LITHONIA LB232- MVOLT- 6EBIOIB X 4 F32T8 32 104 M LITHONIA L13232- MVOLT- 6EBI0Iri -ELI4 X 4 F32T8 32 104 N LITHONIA TL232- MVOLT- 6EBIOIS= I/4 X 4 F32T8 32 104 0 LITHONIA TL232- MVOLT- 6EBI0I5= I/4 -ELI4 X 4 F32T8 52 104 P LITHONIA DM 232- I20V- 6E5 -0° BALLAST X 2 F32T8 32 54 0 LITHONIA TOM 232 -12OV- 6E13- I/4 -0° BALLAST X 4 F32T8 32 104 R LITHONIA LP6H- IOOM- I2OV /6LFI X I MH 100 110 S LITHONIA LP6H- 1OM- 271V -6LD3 X 1 MH 10 8• T LITHONIA SI52- 211V X I F32T8 32 2q U LITHONIA AFI42TRTSARGGL -2T 1V X I PL 42 46 V LITHONIA AF216TRT8ARCGL -21/V X 2 la 43 W LITHONIA -TRACK Lis LTDLPHR56H5OHEBLPSPLTWFH500F5000L X I LED 3 3 X LITHONIA LHQMSWIR X I PL 3g 43 V LITHONIA CRR232T13I206EBELI4 X 2 F32T8 32 54 LITHONIA ELMGH2O06 -211V EM. LTS CEILING MTD X 2 MR24 20 40 BB LITHONIA VG232 -211V X 2 F32T8 32 54 CC LITHONIA TVG432 -211V X 4 F32T8 32 104 DD PRISMA TECH DITTIK- 300X230M /A- AN3 -2-1iv X 4 MH 10 g0 L 16HTI NG FIXTURE GENERAL COMMENTS. I. ALL BALLAST SHALL BE GLASS "P" HIGH FREQUENCY ELECTRONIC TYPE BY VALMONT, MAGNETEK OR ADVANCE. PROVIDE LOW TEMPERATURE BALLAST FOR OUTDOOR MOUNTED FIXTURES. THIS CONTRACTOR SHALL VERIFY THE TYPE OF CEILING BEFORE ORDERING ANY FIXTURES. HE IS FULLY RESPONSIBLE TO PROVIDE ALL MOUNTING BRACKETS TO FIT CEILING GOND- TIONS AT NO EXTRA COST TO THE OWNER. ALL FIXTURES SHALL BE U.L. LABEL AND SHALL BE LISTED FOR THERMAL BARRIER WHERE IN CONTACT WITH INSULATION. 4. ALL LIGHTING SHALL BE INSTALLED AND CONNECTED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 5. ALL FLUORESCENT FIXTURES OF ALL SIZES, SURFACE MOUNTED OR RECESSED IN SUSPENDED GEILIN6, SHALL BE INDEPENDENTLY SUPPORTED BY TWO #12 SLACK WIRES ATTACHED TO TWO OPPOSITE CORNERS OF THE FIXTURES. THESE WIRES SHALL BE SECURED TO THE SOLID STRUCTURE FROM WHICH THE GEILIN6 IS SUSPENDED IN SUCH A MANNER THAT FAILURE OF THE SUSPENDED GEILIN6 WILL NOT CAUSE THE FIXTURES TO DROP. THESE WIRES SHALL BE IN ADDITION TO ANY ELECTRICAL STANDARDS MOUNTING SUPPORT. RECEIVED APR 21 2010 PERMIT C CRATE PERMIT MO APPROVAL UIRED ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 NODEL RETRII. Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com HALLIS ENGINEERING INe�- DRPOR4TED CCt5LLTnGG ELECTRICAL EWERS 5410 WILSHIRE BLVD. SUITE 602 LOS ANGELES. CA. 90036 z^_3 ST2Arr8 E -mail: hallis°hallISeng.com NE JCS h0 09 -182 8`h L.F. CONSULTANT: W o' 0 V LU z J LU V z DRAWING TITLE: REVISIONS: DATE JOB NO. 09293 HEET NUMBER B.D. SUBMITTAL: 00 -00 -00 E•1 CGD HA -5 (E) i HA -5 (E) (E) HA -22 HA -2,4 AX I� PE NEW LTG. FIXTURE TO MATCH EXISTING TYP. OF 3 0 — — — 7 BALER \\ \ \ \ \\ \ \\ \ \ \ \\ II \TYP. 4 / / ..2 • / /\ / / < / // /' YP. %' • • • • • F4A -16,18 5) HA -3 I ) CONNECT CIRCUIT O H5 -5 -5 E) 17I SCONNECT FROM GKT.: HIE -II / / / / / / / / / / / / / \24 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ' / / / / / / \ TYP. NEW LIGHTING, FIXTURE TO MATCH EXISTING H5 -5 / I5b 15a TYP. I5b / / H8 -5 24 1510 I I5a (E) PAL. "1-45" NORTH / -u II ❑ ❑ _IIAR-, - I s LIGHTING PLAN SCALE 1/8"=1'-0. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. RECEIVED APR 212010 PERMIT CENTER SEPARATE D PERMIT` APPROVAL B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 h�B.'D-SUBMITTAL: 00 -00 -00 NODEL RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com HALLIS NGINEERIN-G_ INMRPORATED COtSl1TA G ELECTRICAL FNGRffFS 5410 WILSHIRE BLVD. SUITE 602 LOS ANGELES. CA. 90036 323933L E-maili halIis•halIiseng.com HE JOB No 09 -182 BY: L.F. CONSULTANT: z 1 a z p c, i� DRAWING TITLE: REVISIONS: A3-I-10 Q ® 3 -24 -IO A 4 -20 -10 L 0 DATE JOB NO. 09293 SHEET NUMBER E -2 EXIST. 30KVA ISOLATION TR -R TO REMAIN - EXIST. MAIN SABD. PNL "HA" irgef/ / / / I I NEW. 300 KVA TR -R . SEE SLD oN E -I NEW DISTRIB. BOARD "DB" PNL "LA" HP- 8,10,12 LA -28 (N) PNL. 'HP" EXIT. 45KVA TR -R LA -22 101 -30,32 L) PNL. 'GL" . 3/4 "C -2 #10 (E) PNL. "CK" TO REMAIN ■11'7,I41 GK -B NEW PANEL "M" LA -30 LA-5/ SF 4 GK -10 LA -33 /. / 1 \\ / > \,, 'N\ ,\ H 5,1,41 u 4;� N" � I - - -I Ar4$.> L --1 _M fyl � —d 3/4 " -3 #I EXIST. i' BALER I 30A,3P SWITCH Y.L. 3 /4 "C.O. M- 1,3,5 fir ur: M- 241,31 LA -14,16 2 "C.O. TO EXIST. TELEPH.BOARD LA- IS,I1,I41,2I,23,25,21,2c1 4 31 I I/2 "C -I2 #12 + 1 #12 G.P. \GK- I,3,i,41,I3,I5,141,21 8 2,4 T /2 "C -I5 #I2 + 5 4$I2 ISOL. 6N17. /< X / \ / x (X \ LB- 25,2'7 MS -2 LB -32,34 X y / \ / x y SUITE #140 SEE DWG. E -6 H —H ' ' x < / X\ y \ / 0 O CON EN. #I ON ROOF SUITE #150 SEE DWG. E -1 _J I J j - --1 I-T -J EXIST. 45KVA TR -R L— — I j LB -I4 .C%. \ \\\ (E) PNL. "HB" (E) RELAY CABINET (E) PNL. "L8" (E) TELEPH BOARD NORTH ll n LI CIF- --F.I EXIST. 30KVA ISOLATION TR -R TO REMAIN EXIST. MAIN TO REMAIN SWBD. "MS" I - - -�� I / EXIST. FACP I / TO BE REMOVED I / I/ EXIST. BMS TO BE REMOVED0 - 1 EXIST. 45KVA TR -R TO REMAIN LE i p EOM. DEMOLM ON PLAN SCALE1 /8 " =1' 0" I I EXIST. PNL. "HA" EXIST. RELAY GAS. EXIST. PNL. "LA" EXIST. TR- SWITCH EXIST. PNL. "HIE" EXIST. RELAY GAB.. EXIST. PNL. "LIE" TO REMAIN JUNCTION BOX, MAXIMUM HEIGHT ABOVE CEILING 2' -0 ". COOLER or CEILING PANEL. PROVIDE OPENING LARGE ENOUGH FOR COUPLING, THEN SILICONE CAULK AFTER INSTALLATION. PROVIDE TWIST -LOCK CONNECTORS ('seal -tite' rated), AS REQUIRED FOR EQUIPMENT SERVED.- .MI CONDUIT (SIZE AS REQUIRED) SHALL BE REGIDLY SUPPORTED FROM STRUCTURAL STEEL TO PREVENT BOTH LATERAL AND VERTICAL MOVEMENT. --COUPLING PROVIDE A "KELLEM GRIP ", SIZE AS REQUIRED. DROP CORD TO BE TYPE "SO ". SIZE AS REQUIRED. CORD AND MALE CONNECTOR SUPPLIED WITH EQUIPMENT (EQUIPMENT LEAD WIRES). ELECTRICAL DROP CORD DETAL N.T.S. POWER PLAN SCALE 1 /8 " =1' -O' KEYED NOTES PROVIDE DROP CORD. SEE DETAIL THIS SHEET. 1"0.0. TO OFFICE FOR DATA CALBLES (I) 2 "G.O. TO EXISTING TELEPHONE BOARD ON THE SECOND FLOOR. VERIFY EXISTING TELEPHONE BOARD LOCATION AT JOB SITE 410'44 x 8'H x 3/4" PLYWOOD TELEPHONE BACKBOARD WITH 3/4 "C -I #6 6RD. GU TO BUILDING STEEL OR EXISTING MAIN SWITGHBOAR "MS" GROUND. (3) TWO -PIECE SURFACE STEEL RACEWAYS EQUAL TO WIREMOLD 63000 MOUNTED ABOVE ACCESSIBLE CEILING. PROVIDE REQUIRED J -BOXS, AND SUPPORTS FOR COMPLETE INSTALLATION PROVIDE DUAL CHANNEL ALUMINUM POWER POLE FOR POWER AND VOICE /DATA CONNECTIONS TO GHEGKSTANDS. VERIFY EXACT REQUIREMENTS WITH GHECKSTAND SUPPLIER. W.P. HEAVY DUTY DISCON. SWITCH 30A,2P,250V. ORECEPTACLE 2" ABOVE COOLER RECEIVED PR 212010 PERMIT CENTER SEPARATE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 PERMIT AND APPRq NODEE REIDIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com HALLIS -- -- ENGINEERING INGDRP0RATED CCNSU_TNG ELECTRICPL BIGPEEIS 5410 WILSHIRE BLVD. SUITE 602 LOS 323323 X068 E -mail: hallis•hal11 1g.com I-E JOB No 09 -182 BY: LF. : 00 -00- 0 DRAWING TITLE: C C C E- U C I- E- C I— p E- U C C REVISIONS: ID 3 -I -IO Q A5-24-10 A4-1-10 BULL. #3 L 0 DATE JOB.NO. 09293 SHEET NUMBER E -3 NEW LOCATION: ELECTRICAL ROOM 1)„6,,NtE L II GF 11 13J5 225A MAIN: LUGS ONLY G. BKRS.: BOLT ON TYPE MIN. 10,000A MOUNTING: WRPAGE VOLTAGE : 120 /208V -30-41N LOAD DESCRIPTION G. SKR GKT PHASE VA LOADOKT G NO G. 'SKR PHASE P AMP NO A B AMP P CASE FANS - SYS. *IB I 20 > 111660 CASE LTS - SYS *I5 I ;Z 20 I CASE FANS - SYS *4A O TRACK LTS. CASE PANS - SYS. 3A I 20 — 3 / 590 141660 4 20 I CASE PANS - SYS *4B LI6HTIN5 -SALES CASE PANS - SYS. *3B I 20 >. , 5418 6403 6 20 I CASE PANS - SYS #40 CASE PANS - SYS. *3C I 20 19660 621 CONDENSER *1 5 25 20 I SPARE LIGHTING - VALANCE 8 CASE PANS - SYS. 3D I ZO > 95405515 310 I 16 20 I SPARE 2160 CASE PANS - SYS. 02C I 20 11 I 5540 632 14 20 I SPARE (W GFBGKSTAND 5 UNIT RELATER6 I 20 is 324 CASE LTS - SYS*2G I 5540 20 I SPARE PAN COILS -MEAT COOL 1 I 20 I 14 1085 14 SPACE 20 SPARE DRAIN HTRS.- EROS. FREEZER I 20 ( — 20 1000 16 / 16 20 I SPARE SPARE POOR HTRS - GROS. FREEZER ( 2O I 161 I 600 I6 20 I SPARE SPACE VENT HTR.- 6ROS. FREEZER I 20 I 600 ,__- 20 20 20 I SPARE SPACE FAN COILS -MEAT PREP. I 20 21 2 - 25 24 I 20 I SPARE SPACE FAN COILS -PISH COOL. I 20 25- 2 - SPACE 324 24 20 I SPARE SPACE CASE WARM -SYS. *I13 I 20 25 1°1 2/, 26 26 20 I CASE WARM-SYS. 15A 1012 CASE WARM -SYS. *IB I ZO 2 I 2 28 28 20 I CASE WARM -SYS. *3B 1830 CASE WARM -SYS. *413 I 20 2 20 3� ,_- O 20 I CASE WARM -SYS. #3G 1 I CASE WARM -SYS. *4D I 20 3� � 55 20 32 20 I vac WARM -5Y5. 3P I SPARE I 20 3� SPARE 34 �O I 20 I SPAIN I SPARE I 20 35 SPARE gill 5/ ---56, 20 I CASE WARM -SYS. t4G 1430 SPARE I �0 3> _ , 00 3/ 38 OFFICE RCPT 1600 SPACE I SPARE I 20 3� 42 TOTAL PHASE LOAD 41 2800 20 2 COMDR RACK *2 CONTR. 500 SPAR! 1 20 41 8546 1686 8040 / 42 - 3010 2290 500 TOTAL PHASE LOAD TOTAL PHASE LOAD 68413 .6726 6200 TOTAL PHASE L.G. LOAD X 25% G0'NNf.T LgAfl - 14514 W AMPS - 55 A TOTAL. PHASE L.G. LOAD X 25% MO COMPUTED PHASE LOAD 50105 TOTAL TOTAL CO1PUTM PHASE LOAD 6513 6725 6200 TOTAL PHASE L.G. LOAD X 2555 LOCATION: ELECTRICAL ROOM �ANE L 1 11-4 I1 BUS 225A MAIN: LUGS ONLY G. BKRS.: BOLT ON TYPE MIN. 14,000A MOUNTING: SURFACE VOLTAGE: 48OV -30-4V4 LOAD DESCRIPTION G. 5KR GKT NO PHA VA LOAD GKT NO G. BKR PHASE P AMP A B G AMP P EXIST. EAG-I I go I 111660 CASE LTS - SYS *I5 I ;Z 410 3 EXIST. EAC.-Z O TRACK LTS. 141660 LI6HTIN6-•ITT1N6 RM. - — 3 / �I 141660 / 4 — I LI6HTIN5 -SALES 2 141660 I 20 , 5418 5 / I 20 14660 / 6 (W GFBGKSTAND *3 LIGHTING -MALL ENTRANCE I 19660 400 CONDENSER *1 5 25 8 ZO I LIGHTING - VALANCE 8 ZO 3 CONDENSER *2 20 95405515 1500 I — — q / I 5315 2160 / 10 - - > I 5540 I IZ _ — I� (W GFBGKSTAND 5 UNIT RELATER6 5315 /— IZ is - CASE LTS - SYS*2G I 5540 20 SPADE SPARE 400 1 I 20 I 14 1085 I SPACE 20 SPARE SPARE 400 400 15 I 20 I> 16 770 SPACE 20 SPARE SPARE (N) CHECKSTAND W7 I/ 20 161 I 18 I 20 SPACE I SPACE SPACE (N) GHECKSTAND *8 14 20 21 ,__- 20 I (N) man - SALES SPACE (W GHEGKSTAND 03 SPACE 20 SPACE 21 2. 2 - 25 24 I D.P. SPACE (N) GFBGKSTAND 14 SPACE SPACE SPADE 25 2 2 - SPACE 24 I Allail SPADE SPACE SPACE SPACE 25 / (W SALES AREA PEIRIM. LTS 2 2/, 26 2 SPARE 28 (N) CFECKSTAND *6 SPACE SPACE SPACE 2/ � 2� I 2 28 I700 - -* 24 SPADE SPACE 20 Z� SPACE 20 3� ,_- O I i 32 (W GH!GKSTAND *8 I SPACE 2 SPACE - 3 3 55 20 I i gli 34 (N) CUSTOMER SERVICE I SPAG! 55 " SPACE ZO SPARE 34 �O I (WEIGHTING CONTROL loo EP-1 I SPACE 3 SPARE SPACE SPARE gill 5/ 341 (W Al PANEL *2 1000 38 40 OP 20 SPACE 37 SPACE _ , 00 3/ 41 OFFICE RCPT 1600 / I 15 SPACE 341 SPACE 42 TOTAL PHASE LOAD 41 2800 SPACE 42 TOTAL PHASE L.G. LOAD X 25% 15 SPACE 41 TOTAL PHASE LOAD 8546 1686 8040 TOTAL CONNECTED LOAD - 31,461 W TOTAL AMPS - 84 A TOTAL PHASE L.G. LOAD X 25% 3010 2290 42 TOTAL PHASE LOAD 48115 48115 48175 TOTAL CONNECTED LOAD - 150315 W TOTAL AMPS - 180 A TOTAL PHASE L.G. LOAD X 25% 1430 M30 MO COMPUTED PHASE LOAD 50105 50105 50105 EXISTING LOCATION: IAN E L II i--1 I I Bus 225A MAIN: 150A G.B. G. MRS.: BOLT ON TYPE MIN. 14,000A MOUNTING: SURFACE VOLTAGE :211 /48OV -30-4W LOAD DESCRIPTION G. 5KR GKT NO PHASE VA LOAD GKT NO G. MR PHASE P AMP A B G AMP P LI6FFTIN6- FITTING RM. I 20 1 P CASE LTS - SYS *I5 I Z 20 I 1.I6HTIN6 -SALES O TRACK LTS. I LI6HTIN6-•ITT1N6 RM. I 20 I �I CASE LTS - SYS*4A ,4 20 I LI6HTIN5 -SALES 2 LIGHTING - ENTRANCE I 20 , 5418 20 I 20 20 I LIGHTING -SALES (W GFBGKSTAND *3 LIGHTING -MALL ENTRANCE I 20 400 1460 II5 � 8 ZO I LIGHTING - VALANCE 1860 LISHTINS -STOCK RM. I 20 20 7 / 1500 I 10 20 I LIGHTING- VALANCE 2160 LIGHTING - VALANCE I 20 > I 20 I IZ 20 I LI6HTiN6- VALANCE (W GFBGKSTAND 5 UNIT RELATER6 I. 20 is 3800 CASE LTS - SYS*2G I 14 20 I SPARE 400 (W PRODUCE✓ PROD. COOLER LTS I 20 I (N) TRACK LTS. 1085 I 16 20 I SPARE 400 400 (N) PREFAB. GoOLeR LTS I 20 I> 20 770 18 20 I SPARE (N) CHECKSTAND W7 SPAG! 20 161 I 20 I 20 Z4 I (W RECE PT. - OFFICE SPACE (N) GHECKSTAND *8 SPACE 20 21 ,__- 400 I (N) man - SALES 1080 (W GHEGKSTAND 03 SPAG! 20 SPACE SPAG! 2. 2 - 25 20 I D.P. 24 (N) GFBGKSTAND 14 SPADE SPACE SPADE SPACE 2 2 - SPACE ZO I Allail ,'' SPACE SPACE SPACE SPACE , (W SALES AREA PEIRIM. LTS 2 2/, 20 2 SPARE 28 (N) CFECKSTAND *6 SPACE SPACE SPACE SPACE 2� I 2 - I700 - -* 24 SPADE SPACE 20 O SPACE 20 3� ,_- O I i 32 (W GH!GKSTAND *8 I SPACE 2 SPACE - 3 3 55 20 I i gli 34 (N) CUSTOMER SERVICE I SPAG! 51 SPACE ZO SPARE _ �O I (WEIGHTING CONTROL loo EP-1 I SPACE 3 SPARE SPACE SPARE gill 5/ 341 (W Al PANEL *2 1000 38 40 OP 20 SPACE SPARE SPACE _ , 00 20 41 OFFICE RCPT 1600 / I 15 SPACE 120 SPACE 42 TOTAL PHASE LOAD 41 2800 SPACE 42 TOTAL PHASE L.G. LOAD X 25% 15 SPACE TOTAL PHASE LOAD 8546 1686 8040 TOTAL CONNECTED LOAD - 31,461 W TOTAL AMPS - 84 A TOTAL PHASE L.G. LOAD X 25% 3010 2290 2615 COMPUTED PHASE LOAD 11356 44/6 10655 * NEW CIRCUIT BREAKER IN PANG. SPACE TO MATCH EXISTINS. EXISTIN6 LOCATION: ELECTRICAL ROOM F AN E L II C,K II BUS 225 • MAIN: LUGS ONLY G. BKRS.: BOLT ON TYPE MIN. IO,000A MOUNTING: SURFACE VOLTAM:12O /2O8V -30-41N LOAD DESCRIPTION G. SKR GKT NO PHASE VA LOAD KT NO G. 5KR PHASE P AMP A B G AMP P (N) CFBGKSTAND *I I 20 1 P CASE LTS - SYS *I5 I 2 20 I (N) CUSTOMER SERVICE O TRACK LTS. I (w KST,q}�p *2 I 20 I �I CASE LTS - SYS*4A I 20 I (N) CUSTOMER SERVICE 400 SPACE 20 1500 CASE LTS - SY5*35 5418 20 I 20 (W TRACK LTS. 1500 SPACE (W GFBGKSTAND *3 I 20 I 400 1460 II5 � 20 I (N) MEAT PREP. WRAP MACH. (W TRAGIC LTS. 600 (N) OFSCKSTAND *4 I 20 20 7 / 1500 I I0 20 I (N) REGEPT. - SCALE _ SPACE 1500 (W TRACK LTS. 1 - I 20 I 110 1500 14 SPACE (W GFBGKSTAND 5 I 20 15 CASE LTS - SYS*3D (W TRACK LTS. CASE LTS - SYS*2G I 20 I (N) RXCEPT. - OFFICE 2005 400 (N) GHEGKSTAND #6 I 20 IS (N) TRACK LTS. 400 I 0 I (W REGEPT. - OFFICE 400 400 SPACE 20 I 0 20 (W AUTO DOORS 18 (N) GHEGKSTAND *I I SPACE (N) CHECKSTAND W7 I 20 161 4°2400 20 I 20 20 I (W RECE PT. - OFFICE 20 (N) GHECKSTAND *8 I 20 21 0 400 I (N) man - SALES 1080 (W GHEGKSTAND 03 SPAG! 20 SPACE 20 2. 2 - 20 20 I D.P. 1 (N) GFBGKSTAND 14 SPADE 20 SPADE 20 2 2 - SPACE ZO I Allail 1 (W G4•GKSTAND 5 SPACE 20 SPACE APP.. (W SALES AREA PEIRIM. LTS 2 SPACE 20 2 SPARE 2 (N) CFECKSTAND *6 SPACE 20 SPACE 460 2� I SPADE - I700 - - 24 SPADE I 20 2" 2 20 3� O I i 1 (W GH!GKSTAND *8 I 20 2 I - 3 3 - 20 I i gli 55 (N) CUSTOMER SERVICE I 20 51 I955 ZO SPARE _ �O I (WEIGHTING CONTROL loo EP-1 I 15 3 SPARE I SPARE gill 20 341 (W Al PANEL *2 1000 SPARE 40 OP 20 SPARE 55 _ , 00 20 41 OFFICE RCPT 1600 5t'-4 I 15 51 120 SPARE 42 TOTAL PHASE LOAD 3400 2800 SPACE sow. TIm LgAfl - 6200 V4 AMPS - 50 A TOTAL PHASE L.G. LOAD X 25% 15 5q TOTAL TOTAL. GOtrl`UT.D PHASE LOAD 40 20 4483 SPACE CIE REMOVE EXISTING 20A,IP BREAKER AND RELOCATE ** RELOCATED 2OA,IP CIRCUIT BREAKER ** EXISTING LOCATION: ELECTRICAL ROOM F=)ANE 1_ I I I_ A I I BUS 225 MAIN: I50A G.S. G. 13KR5.: BOLT ON TYPE MN. 14,000A MOUNTING: FLUSH VOLTAM:I2O /2OSV -50-4A LOAD DESCRIPTION G. BKR GKT NO PHASE VA LOAD KT NO G. 5KR PHASE P AMP A B G AMP P A B G 1 P CASE LTS - SYS *I5 I 20 20 3 FISH GLEANING MACH. O TRACK LTS. I 20 I 15500 I �I CASE LTS - SYS*4A 20 I N) TRACK LTS. I I 20 SIGN 20 1500 CASE LTS - SY5*35 5418 20 I 20 (W TRACK LTS. 1500 (W TRACK LTS. 863 I 20 I CASE LTS - SYS 38 1460 II5 � 20 I WI (W TRAGIC LTS. 00 (N) TRAGIC LTS. 20 I 20 7 / 1500 I ZO � 20 I _ (W TRACK LTS. 1500 (W TRACK LTS. CASE LTS - SYSI3G I 20 I 20 1500 14 10 20 I 20 (W TRACK LTS. CASE LTS - SYS*3D (W TRACK LTS. CASE LTS - SYS*2G I 20 I 725 2005 14 20 20 I LTS (N) TRACK LTS. SPARE I DOCK (W TEL. P. I 20 15 0 20 I 0 20 I (W AUTO DOORS 0o (N) GHEGKSTAND *I I 20 N — 11 400 I SPARE 20 I (W AUTO DOORS 500 (W GtEGKSTAND *2 I 20 1-T 20 20 I 0 20 I (N) man - SALES 1080 (W GHEGKSTAND 03 I 20 lq 20 2. (E) ELGT. ROOM LTS 20 20 I D.P. 1 (N) GFBGKSTAND 14 I 20 1 20 2 90 SPACE ZO I EP-4 1 (W G4•GKSTAND 5 I 20 2� APP.. (W SALES AREA PEIRIM. LTS 400 SPACE 20 2 SPARE 2 (N) CFECKSTAND *6 I 20 225 460 2� I SPADE - I700 - - 24 (4) GFBGKSTAND *1 I 20 2" 2 20 SPADE O I UH-1 1 (W GH!GKSTAND *8 I 20 2 I - 400 - 20 I ROOF RCPT. 55 (N) CUSTOMER SERVICE I 20 51 I955 ZO SPARE _ �O I (WEIGHTING CONTROL loo EP-1 I 15 3 SPARE I SPARE gill 20 I (W Al PANEL *2 1000 SPARE I 20 SPARE 55 _ , 00 20 I OFFICE RCPT 1600 5t'-4 I 15 51 120 SPARE 15 SS POP SPACE EP-1 I 15 5q 700 TOTAL PHASE LOAD 40 4048 4483 SPACE TOTAL PHASE L.G. LOAD X 25% SPACE 1012 1120 41 '40 U76 0 'aCS 42 TOTAL PHASE LOAD 17070 SPACE I4675 42 TOTAL PHASE LOAD 4180 11450 41040 TOTAL CONNECTED LOAD - 34$60 W TOTAL AMPS - qb A TOTAL PHASE L.G. LOAD X 2555 2045 2685 1860 COMPUTED PHASE LOAD 11225 14135 106100 CIE NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. ** INSTALL NEW I5A, IP, 250V CIRCUIT BRAKER TO MATCH EXISTING. OCIRCUITS SHALL 13E CONTROLLED 5Y 12 POLE ELECTRICALLY HELD RELAY. SEE LI&NTIN6 GONTRO DIAGRAM THIS SHEET. CIRCUITS TO PANELS SEE E -I.0 E-5.0 4 5.1 120V -10 ** TO LIGHTS OR PANEL. (TYPICAL) RELAY RELAY t"N.. 'GI.' CONTACT RELAY RELAY 2 RELAY 5 TIME CLOCK LOCATION= ELECTRICAL ROOM f=4 AN E L I I Ni" BJ5 225 MAIN: 150,4 G.B. C I 1 BU 225 - MAIN: LUSS ONLY I I G. BKRS.: BOLT ON TYPE MIN. 10,000A SKR MOUNTING: SURFACE VOLTAGE : 120 /205V -30-4A LOAD DESCRIPTION G. SKR GKT NO PHASE VA LOAD KT NO G. 5KR G P AMP A B G AMP P CASE LTS - SYS *I5 I 20 20 3 FISH GLEANING MACH. I 2 20 I CASE LTS - SYS 3A I �I CASE LTS - SYS*4A I 20 5 I 1480 1500 SIGN 20 I CASE LTS - SY5*35 5418 CASE LTS - SYS*4B I 20 200 5 200 _ 863 ZO 20 I CASE LTS - SYS 38 1460 CASE LTS - SYS$4G I 20 1 WI 20 3 01 20 I CASE LTS - 5Y5*3C - CASE LTS - 5Y5417 I ZO q I 10 _ 10 20 I CASE LTS - SYSI3G 1460 CASE LTS - SYS *2C I 20 11 14 20 I �2005 0 20 I CASE LTS - SYS*3D U96 CASE LTS - SYS*2G I 20 1 - 725 2005 14 20 20 I SPARE ICE MACHINE SPARE I 20 15 ;:: 1162 0 20 I SPARE (W SALES AREA LTS SPARE I 20 11 AUTO MEAT WRAP 2 20 11 20 I SPARE 0 SPADE I MANJAL NRAPER 14 - - 20 20 I SPARE 20 SPACE I SPARE 2. (W SALES AREA LTS CONVIN. R. I 20 2. (E) ELGT. ROOM LTS 540 20 SPADE 20 I 25 24 PRYER CONTROL I 20 2 90 SPACE 400 SPADE 20 I 25 HP-5 2 APP.. (W SALES AREA PEIRIM. LTS : SPACE SPACE 20 2 2/ - - 2� I SPADE I700 - - 24 I 160 �i010 200 PPPOSPACE 2 20 SPADE SPADE hig 3/ Z HP-4 I45 (N) COILS PRODUCE COOLER I - 3I 1600 SPADE - 55 - (N) !WEPT. - WRAPPER 1414 000 / I955 ZO SPARE I 20 55 SPACE SPACE 20 MI SPARE I SPARE I 20 70 37 45 KYA TR-R :4°7 I ` • SPARE 55 _ , SPARE 1 341 3 - l) (PANEL 'LA') P 40 20 I SPARE 15 SPACE POP 54 - - I 40 1500 i 42 TOTAL PHASE LOAD 4152 4048 4483 TOTAL GONNI!GTM, LOA. - !WS W TOTAL. AMPS - 46 A TOTAL PHASE L.G. LOAD X 25% I58 1012 1120 GOh?UTr.D r"'HASE LOAD '40 U76 0 'aCS LOCATION: ELECTRICAL ROOM f=4 AN E L I I Ni" BJ5 225 MAIN: 150,4 G.B. G. BKRS.: BOLT ON TYPE MIN. 10,000A MOUNTING: PLUSH VOLTAGE:I2O /2O8V -50-4W LOAD DESCRIPTION G. SKR GKT NO PHASE VA LOAD T NO G. SKR PHASE P AMP A B G AMP P MEAT SLICER I 20 B G AMP P LI6FTTIN6 ENTRANCE 20 3 FISH GLEANING MACH. I 100 MEAT SLICER I 20 I (%1) SALES AREA 1:0144N LTS. 600 - I ZO 1500 SIGN MEAT BAND SAW 3 20 20 I (N) SALES AREA DOYMI LTS. 1320 200 5 200 _ I ZO _ 1208 7 / 1320 I (N) SALES AREA DOWN LTS. p 20 3 BAND SAW I 1320 j - _ q / 1320 I 10 - SPARE 1320 20 MEAT GRINDER 3 30 I I 14 20 I �2005 0 - 1155 8 1320 I 20 I� - 2005 14 20 I 30 2 ICE MACHINE 1465 I I ;:: 1162 4 20 I (W SALES AREA LTS 00 CASE WARM - SYS. 1965 AUTO MEAT WRAP 2 20 11 83 05. 0 20 I MANJAL NRAPER 6 - - 1� 1230 I - 20 20 I SPARE I (W SALES AREA LTS CONVIN. R. I 20 2. (E) ELGT. ROOM LTS 540 20 I� 20 I ='PARE 24 PRYER CONTROL I 20 2 90 (W OFFICES 4 COOLER 400 20 20 I SPARE HP-5 2 30 (W SALES AREA PEIRIM. LTS : L (N) LIGHTING 20 2 PG-4 - - 2� I (W EM/NL I700 - - 20 I 160 �i010 200 PG-5 2 20 261 SPADE hig 30 Z HP-4 I45 (N) COILS PRODUCE COOLER I - 3I 1600 SPADE - - - (N) !WEPT. - WRAPPER 1414 000 / I955 ZO SPARE I 20 55 SPACE 20 I SPACE 20 I SPARE I SPARE I 20 70 3 45 KYA TR-R :4°7 I 20 I SPARE 55 _ , SPARE 1 ZO 3 - l) (PANEL 'LA') I 01 20 I SPARE 15 SPACE 54 - - I 40 1500 i SPACE TRASH COMPACTOR SPADE 40 3 ,_- 20 20 3 ROLL -!JP DOOR SPACE q40 42 TOTAL PHASE LOAD 17070 14805 I4675 TOTAL CONNECTED LOAD - 47520 W TOTAL AMPS - 133 A TOTAL PHASE L.G. LOAD X 25% 4410 440 440 COMPUTED PHASE LOAD 17560 14745 15465 LOCATE IN OPPIGC COORDINATE EXACT LOCATION NOWNER. (1YPIGAL) RELAY 2 7 DAYTIME SWITCH IN/RESERVE POWER TORK 1$ 300E 1.I6HTIN6 GONTROL DIAGRAM z ELECTRICALLY HELD RELAY WITH 20A RATED NORMALY OPEN CONTACTS. SEE PANEL SCHED. FOR NUMBER, OP POLE FOR EACH RELAY. OVERRIDE SWITCHES 2 -HOUR TIME SWITCH MARK TIME *90281 LABEL 'LIEMTIN6 OVERRIPE SWITCH' EXISTING LOCATION: ELECTRICAL ROOM �,4N E L I I �-- A l l BUr 225A MAIN: L U S ONLY L,_ G. BKRS.: BOLT ON TYPE MIN. 14,000A G. BKRS.: BOLT ON TYPE MIN. 14,000A VOLTAGE :120 /2OWV -30-4W MOUNTING: FLUSH VOLTAGE: 277/48OV -30-4V4 LOAD DESCRIPTION G. BKR GKT PHASE VA LOAD GKT NO G. BKR AMP A P AMP NO A B G AMP P LI6FTTIN6 ENTRANCE I 20 > I I (W CASE LTS. SY5.IA 2 20 I (%1) SALES AREA 1:0144N LTS. 1460 0.0 EXTERIOR LTG. I ZO SIGN I ZO — 4 20 I (N) SALES AREA DOYMI LTS. 200 5 200 I (W EXTERIOR LTG. I ZO 1208 6 20 I (N) SALES AREA DOWN LTS. (W CASE PANS - SYS. CIA I UNLOADING $ 6R0GE RY WAR NCUSE I 20 j WO 20 / 20 I (N) CHECK STAND AREA LTS SPARE I 20 14 20 I (4) CHECK STAND AREA LTS 1155 8 SPARE I 20 I� > 14 20 I (1) SALES AREA LTS 3025 SPAS I 20 1162 4 20 I (W SALES AREA LTS 00 CASE WARM - SYS. X25 (r) LI6FTTIN6 I 20 I� 83 05. 16 20 I (W SALES AREA LTS SPARE . I 20 I - '-'16 20 I (W SALES AREA LTS 12 3005 I (E) ELGT. ROOM LTS I 20 I� 24 20 I (W MEAT PREP. LTS me 90 (W OFFICES 4 COOLER I 20 530 24 20 I (W SALES AREA PEIRIM. LTS L (N) LIGHTING I 20 2 - CASE -SYS. . ZO I (W EM/NL I700 1�3 SPACE 20 I 2 200 (W CASE WARM. -SYS. 102 I Z6 I SPADE 20 SPACE I (W RT. - SALES 2/ (N) COILS PRODUCE COOLER I 20 28 SPADE 22 20 SPACE (N) !WEPT. - WRAPPER 1414 000 M Al PANG. I I ZO Z — 'O 500 SPACE 20 I SPACE 1000 24 51 I 20 Z� 32 70 3 45 KYA TR-R 20 I SPACE 1000 (W REGEPT. - OFFICE 55 20 2.' 34 - - l) (PANEL 'LA') I (N) TENANT SIGN 1000 EP-8 I 15 24 1500 - - I SPARE 1500 i SPARE TRASH COMPACTOR 3 40 3 32 20 20 3 ROLL -!JP DOOR SPAR: q40 20 - - 3- 34 - 40 - 500 SPARL I q40 �6 - - 41 :820 / - 42 - 3/ 4140 TOTAL PHASE LOAD 18805 I5g20 I/2I5 TOTAL cam; iW GTED LOA?" - 595E5 W TOTAL. AMPS - 72 A I TOTAL PHASE L.G. LOAD X 25% 5010 2290 2615 GOMr=UTMD PHASE LOAD 21615 16210 14830 - INDICATES CIRCUIT BREAKER LOCK ON DEVICE. CIRCUITS SHALL 5! CONTROLLED BY (2) 6 POLE ELECTRICALLY HELD RELAYS SEE LISH11N6 CONTROL DIAGRAM THIS SHEET 00 OSAME AS I, EXCEPT 2 POLE RELAY EXISTING LOCATION: F,4N E L_ I I I I Bus 225A MAIN: - 150A G.S. L,_ G. BKRS.: BOLT ON TYPE MIN. 14,000A MOUNTING: SURFACE VOLTAGE :120 /2OWV -30-4W LOAD DESCRIPTION G. SKR GKT NO VA LOAD GKT NO G. SKR P AMP A B G AMP P SIGN I 20 20 I (W CASE LTS. SY5.IA 1460 SIGN I ZO 20 I 04.) CASE LTS. SYS.*25 1208 44 (W CASE PANS - SYS. CIA I 20 20 I (W CASE LTS. 5Y5.*28 I 8 I 20 8 20 I (W CASE LTS. SYS. 412A (W CASE PANS - SYS. > q *IA I 20 1162 20 I (W CASE LTS. SYS. *202 00 CASE WARM - SYS. 1070 10 04) CASE FANS - SYS. *2A I 20 I� IN) CASE LTS. SY5.*2102 1288 12 20 I (W CASE WARM - SYS. 2D1 I 20 I� 14 30 I ROLL -UP DOOR me (W GAEL WARM - SYS. 20I I 20 1 20 I (N) LTS. * 2DI 1288 I6 CASE -SYS. (W CASE WARM. -SYS. *202 I 20 I> 1�3 — 18 20 I (W LT6. RELAY CABINET 200 (W CASE WARM. -SYS. 102 I 20 I 20 20 I (W RT. - SALES . (N) COILS PRODUCE COOLER I 20 21 22 20 I (N) !WEPT. - WRAPPER 1414 000 M Al PANG. I I ZO Z — 500 20 I TEN (N) ANT SIGN 1000 24 (W REGEPT. - OFFICE I 20 Z� 26 20 I (W 'TENANT SIGN 1000 (W REGEPT. - OFFICE I 20 2.' 24 20 I (N) TENANT SIGN 1000 EP-8 I 15 24 1500 20 I SPARE 1500 i SPARE I 20 3 - 32 20 2 COMPS. RACK *I CONTROL 500 SPAR: I 20 3� 34 - - 500 SPARL I 20 �6 SPACE SPACE 3/ 38 SPADE SPADE 54 SPACE SPADE ,_- 42 SPACE TOTAL PHASE LOAD 41346 8686 44040 TOTAL CONNECTED LOAD - 35:751 W TOTAL AMPS - qq A TOTAL PHASE L.G. LOAD X 25% 3260 2540 2865 COMPUTED PHASE LOAD 12606 11226 II905 CIE NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. CIE CIE INSTALL NEW I5A, IP CIRCUIT BREAKER TO MATCH EXISTING OCIRCUITS SHALL BE CONTROLLED BY 8 POLE ELECTRICALLY HELD RELAYS SEE LIGHTING CONTROL DIAGRAM THIS SHEET RECEIVED APR 212010 PERMIT CENTER SEPARATE PERM IT AND A OUlRED ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00-00 B.D. SUBMITTAL: 00 -00 -00 NODEL RETOR Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com HALLIS GINEERING_ INCORPORATED 00ISLTFLII UMW/ DEMERS 5414 MERE BLVD. SUITE 602 LOB AN03J3. CA. 90096 E- ittai� 1I Ian W.—al 1205 09-182 BY: L.E. CONSULTANT: U W 0 SCHEDULES W Z 0. DRAWING TITLE: 04 -12 -2010 CONSTRUCTION REVISIONS: DATE 00-00-00 JOB NO. 09293 _- SHEET NUMBER E -8