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HomeMy WebLinkAboutPermit D11-071 - SAVERS - VALUE VILLAGE - IMPROVEMENTSAVERS/VALUE VILLAGE 16700 SOUThCENTER PY D11 -071 City ofTukwila 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.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049128 Address: 16700 SOUTHCENTER PY TUKW Suite No: Project Name: SAVERS/VALUE VILLAGE Permit Number: D11 -071 Issue Date: 05/25/2011 Permit Expires On: 11/21/2011 Owner: Name: PARKWAY SQUARE Address: C/O ROSEN PROPERTIES , PO BOX 5003 98009 Contact Person: Name: KAREN WALLACE Address: 12034 134 CT NE, STE 102 , REDMOND WA 98052 Contractor: Name: INTERSTATE CONST GROUP INC Address: 437 29 ST NE, SUITE F , PUYALLUP WA 98372 Contractor License No: INTERCG974QR Phone: 425 298 -1064 Phone: 253 - 435 -0949 Expiration Date: 11/19/2011 DESCRIPTION OF WORK: SITE WORK: REMOVAL OF LANDSCAPING ISLAND AND (7) STALLS TO ALLOW FOR DONATION DROP OFF LANE. INTERIOR: PARTITIONS, FINISHES, LIGHTING UPGRADE, RACK ANCHORING (D11-072). EXTERIOR: PAINTING AND MATERIAL UPGRADES TO EXTERIOR FINISH, ADDITIONAL DOOR OPENINGS, AND STRUCTURAL ENGINEERED COVERED PLATFORM AT LOADING AREA. Value of Construction: $250,000.00 Fees Collected: $4,475.01 Type of Fire Protection: SPRINKELRS /AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 25 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -071 Printed: 05 -25 -2011 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: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pej rmance of w rk. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: 4 Date:,�� /� 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. PERMIT CONDITIONS: 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 011 -071 Printed: 05 -25 -2011 7: All construction shall be done in confo with the approved plans and the require of the International Building Code or International Residential International Mechanical Code, Washingto tate Energy Code. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Installation of storage racks requires a separate building permit. 14: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 16: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 17: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 18: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire doc: IBC -7/10 D11-071 Printed: 05 -25 -2011 Code shall have letter widths, strokes and s g in proportion to their height. The word " " shall be in high contrast with the background and shall be cl y discernible when the exit sign illuminatio�ans is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 25: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 26: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 27: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 28: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 30: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 31: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 32: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. 33: Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. 34: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 35: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 36: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 37: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 38: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047)(ENSURE THAT THE ADDITION OF THE DONATION DROPP -OFF AREA DOES NOT IMPEDE ON THE REQUIRED 20 FT. FIRE ACCESS WIDTH.) doc: IBC -7/10 D11-071 Printed: 05 -25 -2011 42: Fire apparatus access roads "Fire Lanes be identified by painting the curb yellow 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) 43: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 44: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 48: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 49: Prior to final permit signoff the fire DDCVA shall be tested and passing backflow test report submitted to Public Works. 50: A separate Public Works permit shall be obtained to remove the fire protection RPPA inside the building. 51: ***PLANNING DEPARTMENT CONDI'T'IONS * ** 52: All newly created landscape areas shall be irrigated with automatic irrigation. A deferred submittal for irrigation is authorized, however, final approval of the building permit will not be signed off by the Planning Department until irrigation is approved and installed. 53: Prior to final Planning Department approval, provide a signed landscape declaration to the department for your file (provided previously). doc: IBC -7/10 D11 -071 Printed: 05 -25 -2011 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://www.ci.tukwila.wa.us Building Permit o. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. Pal -9,00 (Far office use only) Applications and plans must be complete in order to be accepted for plan review_ Applications will not be accepted through the mall or by fax. **Please Print SITE LOCATION Site Address: 16700 Southcenter Parkway Tenant Name: SaverslValue Village King Co Assessor's Tax No.: 262304-9128 Suite Number: N/A Floor. N/A New Tenant: m Yes ❑ -No property owners Name: PARKWAY SQUARE 260842 C/O ROSEN PROPERTIES Mailing Address: PO BOX 5003 BELLEVUE WA 98009 oty State ZIP CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Karen Wallace Mailing Address: 12034 134th Court NE, Suite 102 E-Mail Address: karen.wallace@stantec.com Day Telephone: (425) 298 -1064 Redmond, WA City State Fax Number: (425) 298 -1019 98052 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TBD - valuation below is a general estimate Mailing Address: Zip Contact Person: E -Mail Address: Contractor Registration Number. City Day Telephone: Fax Number. Expiration Date: State ARCHITECT OF RECORD — All plans must be stamped by Architect of Record 7 Company Name: Stantec Architecture Mailing Address: 1137 North McDowell Blvd Contact Person: John Johnson E -Mail Address: John.Johnson2@stantec.com Petaluma, CA 94954 City State Tip Day Telephone: (707) 765 -1660 Fax Number. (707) 765 -9908 ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Dibble Engineering Mailing Address: 1029 Market Street Contact Person: Clint Nelson E -Mail Address: Clint@DibbleEngineers.00m R1ApplitatiansWonns-Apphcatiems On rme12010 Ap 7 -2010 - Rnmt Ana:micadoe Revised: 7 -2010 bh Ktrtdand, WA 98033 City State Zip Day Telephone: (425) 828 -4200 Fax Number. (425) 827.6131 Page 1 of 6 BUILDING PERMIT INFORMATIO — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 250,000.00 Existing Building Valuation: $ 6,500,000.00 Scope of Work (please provide detailed information): site work = removal of landscaping island and 7 stalls to allow for donation drop off lane. interior = partitions, finishes, lighting upgrade, rack anchoring. exterior = painting and material upgrades to exterior finish, additional door openings and structurally engineered covered platform at loading area deferred (design build) submittals = mechanical, elecbical, fire alarm, fire protection. Will there be new rack storage? ®.....Yes 0.. 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. Number of Parking Stalls Provided: Standard 206 Compact Handicap: 4 Will there be a change in use? ❑ Yes 0 No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ®._._-_Automatic Fine Alarm ❑ _.__None ❑ ...._.Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ - -._ Yes If -yes', attach list of materials and storage locations on a separate 8 -112 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a =rent septic design approved by King County Health Department. tr: Wo.m.npptiacm, �. i 2010 tiors1 -2010- Permit Appfiratico.dx Revise& 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of O Occupancy ccupancy per IBC tst Floor 39,222 39,222 0 0 II M rd Floor 12,974 777 0 0 11 I I 3"r Floor Floors thin Basement Accessory Structure' Attached Garage Detached Garage Attached Carport 0 0 393 393 V -N S Detached Carport Covered 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. Number of Parking Stalls Provided: Standard 206 Compact Handicap: 4 Will there be a change in use? ❑ Yes 0 No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ®._._-_Automatic Fine Alarm ❑ _.__None ❑ ...._.Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ - -._ Yes If -yes', attach list of materials and storage locations on a separate 8 -112 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a =rent septic design approved by King County Health Department. tr: Wo.m.npptiacm, �. i 2010 tiors1 -2010- Permit Appfiratico.dx Revise& 7 -2010 bh Page 2 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 comely with current fee schedules. Expiration of Phan 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 extension of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.32 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 103.43 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. Print Name: Karen Wallace Mailing Address: 12034 134th Court NE, Suite 102 Date Application Accepted: 019 3/4,/// Day Telephone: 4252981064 Redmond, WA City Date Application Expires: a:v na-naps ooU IO 7-mIo -Await Application.doc Ravisect 7 -2010 nh stare 98052 Zp Staff Initials: , 4 Page 6 of 6 i rwq City of Tukwila ��? \�2 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: Address: Suite No: Applicant: 2623049128 16700 SOUTHCENTER PY TUKW SAVERS/VALUE VILLAGE RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -071 ISSUED 03/17/2011 05/25/2011 Receipt No.: R11 -01756 Initials: User ID: LAW 1632 Payment Amount: $63.00 Payment Date: 08/12/2011 02:57 PM Balance: $0.00 Payee: ROBERT BRAZIER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 05562C ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 08 -12 -2011 • 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.TukwilaWA.00v Parcel No.: 2623049128 Address: Suite No: Applicant: SAVERS/VALUE VILLAGE 16700 SOUTHCENTER PY TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -071 ISSUED 03/17/2011 05/25/2011 Receipt No.: R11 -01218 Initials: User ID: JEM 1165 Payment Amount: $63.00 Payment Date: 06/16/2011 08:44 AM Balance: $0.00 Payee: ROBERT BRAZIER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 04545C ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 06 -16 -2011 • 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.TukwilaWA.gov RECEIPT Parcel No.: 2623049128 Permit Number: D11-071 Address: 16700 SOUTHCENTER PY TUICW Status: APPROVED Suite No: Applied Date: 03/17/2011 Applicant: SAVERS/VALUE VILLAGE Issue Date: Receipt No.: R11 -01073 Payment Amount: $2,175.01 Initials: WER Payment Date: 05/25/2011 02:23 PM User ID: 1655 Balance: $0.00 Payee: ROBERT BRAZIER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 02522C ACCOUNT ITEM LIST: Description 2,175.01 Account Code Current Pmts BUILDING - NONRES 000.322.100 2,175.01 Total: $2,175.01 doc: Receiot -06 Printed: 05 -25 -2011 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.: 2623049128 Permit Number: D11 -071 Address: 16700 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 03/17/2011 Applicant: SAVERS/VALUE VILLAGE Issue Date: Receipt No.: R11 -00518 Initials: User ID: Payee: JEM 1165 Payment Amount: $2,300.00 Payment Date: 03/17/2011 09:27 AM Balance: $2,175.01 TVI, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 650822 2,300.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $2,300.00 534.39 1,761.11 4.50 doc: Receipt -06 Printed: 03 -17 -2011 INSPE TION N INSPECTION RECORD Retain a copy with permit DI c — v1 ( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 it (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Shv�1 V � Typ Inspection: I- A/AL • ,, . J 4 1 A • nC Address: 1 to —No Sc_ PAJ /�•i Date Ile CJ f Cwt Special Instructions: Q _S3 1 2- S- 0 1 Date anted _ 2 a.m. � — f/� Requester: Phone No:. —2-(0°90 pproved per applicable codes. D Corrections required prior to approval. COMMENTS: E � (2 rreCT) li yt4,41_06 Insp ctor: n REINSPECTION FEE REQUIRE 'p- lsi-ior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. --44 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e---dt/ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Protect: _S 4 4.1 U15 (VAL k Type of Inspection: -` x1 kt.._._ i .+ . (6,-16, Address: It,- 0a .SC �'VK -.w�. Date Called: (1_,D Je n„t(> (a) .1 Ji (l, r L, L,-. c ; \ er4 1 (' )Ic. Adt q 41. rP_ f_C- Special Instructions: ( D 5 3 II 9-" k Date Wanted: 23 -1( .m. .m. Requester- -, i 14 ., A � e U r t j'-. ti 1.) c , ) 0 P A Phone No: /-{ J ElApproved per applicable codes. orrections required prior to approval. COMMENTS: i( M3Je_ A'sl(.S iLam: - 'V C. 1 _ t (1_,D Je n„t(> (a) .1 Ji (l, r L, L,-. c ; \ er4 1 (' )Ic. Adt q 41. rP_ f_C- ni,,a 2t,JA -`'� i t . '----_D ar .- 5 rik el. () : -.. s pe_ A AI^. -, i 14 ., A � e U r t j'-. ti 1.) c , ) 0 P A � .") A, i_ �, r- LJ A`1-; k 1 Inspt ctor: A Date: 2.3( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING D 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit ( -&7J PERMIT NO. IVISION . (206) 431 -3670 Pro' t: /� 314-J-6./S U10 --C,1 L Typ oft Inspection: P f, AJ4L..- P1 A-NNL4 Address: ( x703 S L — 1/4A \cLc\ • Date Called: Special Instructions: 1 ate W a n t e d : . ' � . a - ' J ` ii p.m. Requester: Ph 1/c�o6-714 (03 1 Approved per applicable codes. 0-Corrections required prior to approval: COMMENTS: — 1/4A \cLc\ • - st a --- e \. a,t.. W Wn,,tolc-u - 6 1 ‘ t 1 p rOC.1 $..4A C ti ‘.e. (,:,. c.....04-c.,...k.,r- (1) 'Az. • ratetto it REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. • �.y ,twr INSPECTION NO. 6300 INSPECTION RECORD Retain a copy with permit oLr-o'H PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: _c /1-J "c � Typ of Inspection: 1 ► l tt4D.A� NFL Address: Af Dat iled: Special Instructions: 6 Date Wanted:. ts......„ , G�m p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: T4O15. .x o ��J — i-v-e (OAAS\ o ,,e9 C Arced ;T"-- 1_,JA5 AK o N 1 Inspector: (Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tf 4r INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUICWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F.., (206) 431-360 Permit Inspection Request Line (206) 431-2451 Pricoinci+vt: ./..‘ / vatyc J,6._ i TyEALctiof Ins econ: t‘ 6,444, AC Address i 101 CIO sc. p4fiewAi Date Called: • ..,..:.__. _ Special Instructions: v / Date Wanted: i f.._ ...ale pan. . ,..._. Requester: 21 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • Inspector: IDate: St. (1 REINSPECTION FEE REQUIRED. Prior to next inspedtiari% fee' thitit . . paid at 6300 Southcenter Blvd.. Suite 100. Call to scliedille,reirlipettitin: • • ' INSPECTION RECORD Retain a copy with permit INSPECTION O. PERMIT N0. . CITY OF TUKWILA BUILDING' DIVISION a` 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3610 • Permit Inspection Request Line (206) 431 -2451 011 ProJecAil ef.S V `1.ei Type s�e,.Q-- 1 / c, �P� Ai+ re iw S k� Date Called: .!". Special Instructions: j Date Wanted:. ((° Requester: Phone b - 14 — 63 Approved per applicable codes. Corrections required prior to approval. • COMMENTS: (A-z-- +r 4i��L AQ I r ,So J* (-,r,_ P'11) j d aA- r Inspect rate: / • •i • • REINSPECTION FEE REQUIRED. Prior to next inspection;, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule•reinspectidh: • ri INSPECTION NO. INSPECTION RECORD Retain a copy with permit p[( 'D7► 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: A. cJels / ki 1+� Type of Inspection: : ,,. A-L. s.„ . t 40 ..mob Address: ( I (0 -740C) Sc PAri ►) Date Called: . -e r �^ k. 91 At ! ; . Special Instructions: - ND (,-GrS i (v fir �r �'. r� Date Wanted:. -(G-,( - . --•a� p.m. Requester: -0 -11,A 1 9 To 1-X ' i'D 'ogsi- Phone No: '-?,0.4P '-?,0.4P---1(4 ' 13 3 Approved per applicable codes. corrections required prior to approval. COMMENTS: -C---'11^-1-; r ef-4 Pk 4 5AA..e c TM A (3 . -e r �^ k. 91 At ! ; . ,,,Q-Pci`')A MAT A _2.-) fV A- 41 1 The W x.'7- J j r . AlSo ; AS1- 1-c I 'r_ S• Gn Vp 1 V (/3„ 4:5 { t b) Ook l (j...-_TAYT-14-1 ittdie V.4L13 CP A--t( -0 -11,A 1 9 To 1-X ' i'D 'ogsi- A , n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. a• 44=r INSPECTION RECORD Retain a copy with permit INSPECTION NO. . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C- 630• 0 Southcenter Blvd., #100, Tukwila. WA 98188 • (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:A -, �Q / J Type o Inspection q Addy ss: 1 Lel0o SG...1hr Date Called: Special Instructions: j Date Wanted: fl 8-- �� %a:J1 p.m. Requester: PhoneN r/H J, ri Approved per.applicable codes: COMMENTS: D Corrections-required prior to approval. 5. sr A-44 -- 5c5 -;-o , -i !r )tri f S- e 1Inspeco 'Date: tyro, n REINSPECTION FEE REQUIRED. or to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Mg& &•r• —`ter• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ■ • (206) 431 -3670 Permit inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit DI( - d7( PERMIT NO. C Project: SA-J ers \I Are Type of Inspection: , 5 us , Gtr. L, A 6 Address: Date Called: NJ 40M6 ; C� a c.-r- mu /tvl,/, eo (1-," / -' Oe fr i ` � 60 */ %*1-w Special Instructions: Date Wanted:. -7 , 2 & _ " a.m\ p.m. Requester: M e e..4 ,,h PTA ( Iva / c.1r - (:it c.. `I v f p A- (-T h41 I,I-) <f-.r 044- Phone No '7.0 6- / 14 —633'7 Approved per applicable codes. aCorrections required prior to approval. REINSPECTION FEE REQUI COMMENTS: M[' r- :1 -P A,j PI v �/4r 0" SO S C.-0.` ` .' Aee— -- A ere Ai e C /L-4J 1 4\ ,..L�l , r NJ 40M6 ; C� a c.-r- mu /tvl,/, eo (1-," / -' Oe fr i ` � 60 */ %*1-w -1 6 - . 1 7 � J r t,\ k b . a, s, 0.-1 • , d . / r/'l e w 1 1Y , __ _ _3 . /J ! : '^^ �'R im./_ __ _ - r C /t,ff e.",ye..e) 0 r 10 -e p -r--->At C. T S 11- /1s e P M e e..4 ,,h PTA ( Iva / c.1r - (:it c.. `I v f p A- (-T h41 I,I-) <f-.r 044- . j r /7o Meg-r-- (,!A14• 1 , 4Sly 1,1 . e , Inspect ��tA—�� ED Date: "7 _. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 7 INSPECTION NO. RECORD,. Retain. .al:&514jr.:_villit)--041:* num CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 fJ206) 431-3670 Permit Inspection Request Line (206) 431-2451 - Project: S A-1/4 / ‹I' 5 i 1 A-I tie- Typof Inspectictn: tr A AA -. 4 6 Address: 1 40 10d S t pittkl Date Called: ..,....—., Special Instructions: / Date Wanted: -7- 2:7 - t( Requester: Phone No: 14-4933r? l'Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspect° ( •■•••••• • • .,• • • • • 1-7 REINSPECTION FEE REQUIRED. Prior to next inspection.ide friurgylle paid at 6300 Southcenter Blvd.. Suite 100. Call to schedUle.itainapecittdri.;, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R- • (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �' • ,A101.;:, . ra'r: rr INS.PETION RECORD• Retain a copy with permit PERMIT NO. Project: �{ / i : ! Adis UP �J .fiei i p, Inspection:, � t 4d I Address? 0 6 i (� kl4 j y Date Called: r--- Special Instructions: O J Date Wanted: / (j `24 ;a.m. - 1! p.m. Requester: d V._ �.-0 .�,,J (7) 4> clit( . % Phone No 'icG--7t (0337 Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: I pAr'sr-`, /14 A I) prov .4–( d V._ �.-0 .�,,J (7) 4> clit( . % AF j— spit 1- c.l t- b \de-i- Inspecto Date: 24— 1 ( n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION. RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Q (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Orli Project: sus v�� Type of In pection: Pf ,-- ..m'.1. Address: 1 Go-7 40 o S c pdtricil Date Called: o K b Special Instructions: Date Wanted: a m. Requester: . ki Air Phone No: 2,0(0 -.714 y ��� 7 Approved per applicable codes. Corrections required prior to approval. C COMMENTS: gii.i. -` A A soAr,v JO n o K b USA1 1,3_ i r . ki Air 11)r- De t)A C..%(N L WJi r . '1 • } _J _.e f / te. F ei a� tt i7S,)s'.,12: I\ I A Inspect( Date: 10, (r - I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD... Retain a copy with permit -D 11-07/ PERMIT NO. Project: d oers/ e 1/)I &fie Type of�I �.} pectin Y4 h Address: 110-70 0 SC P4..) vr Date Called: DB4? ?Iii Special Instructions: fil t itCv irl eiect(i-(edz loom i n t(LC u Date Wanted: O1(% 3//1 ,/ Reque ((c.e to ed Phone No: ao4 07-7 -60o inaieci ElApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: — tk t ou0 tsk-- (epos- ((c.e to ed inaieci •; Inspector: 175 (Date: 02.3 /II $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit 61 l PERMIT NO. Project: [,��+er (UecJ.fktcgQ Type of Insp lion: W n04-5i ti Address: 16-700 �I,a'ltekdef Date Called. 071/-111) Special Instructions: Date Wanted: O / /S/(/ a:m Requester fil � Phone No: D( 7/y —(337 Corrections required prior to approval. COMMENTS: ,r . -: 4ft 4r� t p "4-. � Inspector: Date: IS( (TO ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NUMBER YS�.ixPfi�NYIM'- INSPECTION RECORD Retain a copy with permit vv _ .r,••••• .... "F : b1C o-7 1 1, - S - /?-3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: SA (JR /Zs 0/14t -e. vt f/ Fire Alarm: Type of Inspection: -FA S P, f(tr � c 1A-1.--/ e" Address: /6 70 a Suite #: S . C. pievt, Occupancy Type: I Contact Person: Special Instructions: s Phone No.: Approved per applicable codes. p&./ Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: -01)4-1- —oft se Fi Ai ' , - ',U -e.P yemeRiV 63N .c,d -e,4-)ci -re si Tv'e c&4l. Pia, s' eel. Ou '7193 0 SAroic,(,) .E•1._fr k`. ppekk woey c pa.; of Tv U ,):N R Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ig a2. Date: 97.?3/ // Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: [Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 :;i • • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit i)•7 k PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4 Project: ) or c I✓J Vit ( . l .�.� + 1 . � , i 1 i, ,c4,''i •C_'... Type of Inspection: r•- -,cy \ a .tj A t....,„_ Address:., .., � Suite #: / (9- c , ;:�i �,�},. -r Contact Person: Special Instructions: - 4l. . Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Nt - 4l. . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word /Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 INSPECTION NUMBER _ - _ _ _ • .. _ _ :µre -r .".� L • S . /,,s .. .. INSPECTION RECORD Retain a copy with permit 11- - 5 -._ /r.J 0/ I - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: . 041/4:e. V1110 Type of Inspection: Address: /6,OD Suite #: �. L_ PK ry y t Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. KCorrections required prior to approval. . • COMMENTS: d K cc96,-er /1 ci j d 140,, (,vi s ; ce Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:).--N 5 S &- - Date: /0_ 974 Hrs.: ( $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 wora @- nar a..- . r ..- L• 9--. • - : LANDSCAPING DECLARATION I, ,U. 1 *M -t-•G� , declare as follows: 1. I am the dawner or authorized agent of the owner of the property, or (circle one) b) landscape architect who prepared the approved landscape plan, or c) landscape contractor hired to install the approved plantings, responsible for executing the approved landscape plan for the property located at 1 (.1 oc, C.1_,. - pkwy , Tukwila, Washington. 2. The permits obtained for this project include: Building Permit D - 11 -0 Z 1 Land Altering Permit MI - Design Review Permit L Other Permit 'q 17 2011 PERMIT CONN 3. I certify that the landscaping and irrigation devices shown on the approved landscaping plans for this property have been installed in conformance with those plans as documented in the Landscape Checklist. 4. I understand that changes to any of the following aspects of the approved landscape plan require a revision to the plans and approval by the City of Tukwila. a) Minimum number of trees, shrubs and ground cover; b) Location of required plantings or planting areas; c) Substitution of species required by permit conditions to mitigate environmental impacts; d) Compliance with the Tree Ordinance for sensitive areas. NOTE: If any of these items have been changed do not sign this Declaration until a revised landscape plan has been approved by the Tukwila Department of Community Development. I declare under penalty of perjury under the laws of the State of Washington that the preceding is true and correct. Dated 1— , at " , Washington. Signature LANDSCAPING CHECKLIST Checklist to accompany Landscaping Declaration: Number of Plants Tree Species Number of trees required Number of trees installed Number of existing trees to be preserved . . mber of existing trees left Shrub Species . Number of shrubs required .Nurnber,of•shrubs installed Groundcover Species Number of ground cover plants required Number of ground cover plants installed Yes No ❑ ❑ Size of installed plants is per approved plan. ❑ ❑ Spacing of installed plants is per approved plan. ❑ ❑ Approximate location of trees, shrubs and ground cover is per the approved plan. Note: if the size of the nursery pots of ground cover are increased and therefore fewer pots have been installed attach a description showing how the proposed changes meet Landscape Code standards. Substitutions The following species have been substituted after approval by the Department of Community Development. Number of Plants Approved Species Installed Species Size FILE COPY R,_ DIBBLE ENGINEERS Professional Structural Engineering Services RECEIVED MAY 13 2011 P:, ,, ; CENTER DATE: May 12, 2011 JOB #: 11 -036 TO: City of Tukwila Building Department FAX #: CC: Karen Wallace, Stantec Architecture Robb Dibble, P.E. FROM: Clint Nelson, P.E. PROJECT: Savers/Value Village —16700 Southcenter Parkway Development Permit Application Number D11 -071 NO. OF PAGES (Including Cover): 7 Structural Comment Response In regard to the Building Division Review Memo #2 for the Savers Tukwila T.I. remodel, please see the following responses (numbers below correspond to the review Memo numbers): 3. This question has 3 parts: a) Affects to the building's lateral system were determined to be minimal, and were therefore not included in the original calcs; however, upon request they have been REVI8WED FOR provided with this comment response letter. Please see the attached calculations sheets. In summary: s ® ®E COMPL ANCt • The wall change is less than 5% of the lateral shear resisting system. This is APPROVED justifiable from a structural judgment & the IEBC 2009 Code. MAY 2 3 2U11 • The canopy addition is a lightweight structure attached to the side of the building at a corner recess. The proposed connections are adequate for the design loadings (total 410 pounds lateral force). Cif of Tukwila b) Fire - treated lumber has been called out on the structural plan. This is primarily an BUILDING =Kim architectural item, and therefore the callout references the architectural drawings for further clarification as to the specific requirements of that fire treatment. c) Thank you for noting this. The overall dimension was misread from the original drawings, but has now been revised with a slightly deeper glulam 3 1/8" x 13 1/2" beam. Updated calculations have also been included with this response letter. 4. The framing has been indicated on the structural plans to require fire treated lumber. This is primarily an architectural item, and therefore the callout references the architectural drawings for further clarification as to the specific requirements of that fire trea Please contact DEI if you have any questions or would like additional clarificatio CORRECTION fb‘10"71 1029 Market Street Page 1 of 1 Kirkland, WA 98033 RECEIVE MAY 132011 PERMIT CENTER P. 425.828.4200 F. 425.827.6131 geocoder.us: a free US geocoder Page 1 of 2 ' Hilton Garden Inn ()Official Site. Book Today and Get Our Best Rates. Guaranteed. HiitonGardeninn.Hiiton.com Geocoder Specialist Ask Geospatial Tech Specialists a Professional Question -It's Free! Zintro.com /Geospatiai Address Verification Accurant AQ works w/ databases to improve address quality. www.bccsoftware.com i Ada by Google. geocoder.us / geocoder.net find the latitude & longitude of any US address - for free Address 15700 Southcenter Pky (it can take a bit for the map to load - wait for the red circle to turn green. Tukwila WA 98188 Sta in our ha III •lace. (47.461221, - 122.261933) Latitude 47.461221 ° N47 °27'40.4" 47 ° 27.6733' (degree m.mmmm) - 122.261933 ° W 122 ° 15' 43.0" Longitude -122 ° 15.7160' (degree m.mmmm) Search for another address: 1600 southcenter parkway, tukwila, wa 98188 Submit And You might try adding a comma between the street and the city name, as this often helps to disambiguate complex addresses. If you'd like help, drop an e-mail to missing @geocoder.us, and we'll try to help you find your location. If you want a bunch of addresses geocoded you can send a file (text or Excel work fine) to the same address. They will be geocoded and sent back to you. If you are happy the cost is $50 per 20,000 records with a minimum cost of $50, which you can pay via paypal to I 1 - 'n- ' A.. - - - -1 ,nn i » .1,.., ..o /')! i *.,L..,a� °/ 7(' 1 wa l Q G/0/1111 1 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.46122100000001 Longitude = - 122.26193300000001 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 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.431 (Ss, Site Class B) 1.0 0.490 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.46122100000001 Longitude = - 122.26193300000001 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.51 Period Sa (sec) (g) 0.2 1.431 (SMs, Site Class D) 1.0 0.740 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.46122100000001 Longitude = - 122.26193300000001 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 = 1.51 Period Sa (sec) (g) 0.2 0.954 (SDs, Site Class D) 1.0 0.494 (SD1, Site Class D) DIBBLE ENGINEERS, INC. Project No: Sheet No: L- Project Savers Tukwila TI Date 5/2011 Subject Lateral Analysis - Seismic ((-, �i, B By CJN R 5 Special Reinforced Masonry Shear Walls 1 1 SDS 0.954 Cs 0.1908 Roof Dead Floor Dead Wall Dead Weights: Roof 2nd Floorwau Trib 5th Floor 5th Floorwau Trib 4th Floor 4th Floor wall Trib 3rd Floor 3rd Floorwau Trib 2nd Floor 2nd Floorwau Trib 1st Floor 1st Floorwau Trib VBASE, SE1S VASD 9 psf psf psf V =CsW Cs= SDS /(R/I) Area(sqft) Area Loads(psf) Total Loads(lbs) Height(ft) Perimeter 10 Totals 702.0791 lbs 491.4554 lbs Seismic Distribution: Level: Portion 3679.6599 % Base Shear 0.60 0.50 0.40 0.30 0.20 0.10 0.00 -0.10 Equivalent Force Distribution Floor Number (Wood) �''",3 ?Yd ✓aim �» 1 Y{S ?• {E L .. _oaf' .�' � y T �r •. i % ze dlt .' bd}t�. t.'TV, n A .e&�,Y >ae x � k L . .. Floor Number (Wood) LOCAL LOCAL A . 26, / 51,3 q 9l (P4- L_J MrZZANINC ADOVr „em ,•� a 3v' L-e cm (pL) BALE TRAILER If , WAN COMPACTOR L�i-Ar- e itE - z 5.7° C;1( d3� 6 ✓✓ n, .fiD,tX.Y� � biOCa �mr — ° 3.57 4. 5Z CcA E ° /1'1 rf (l i RrTNL /5ALC5 ARrA le d���cr����``P�i <3 � 17 vcST. V5ST. ,3 AINO ±10 dONO NOLLtlN00 4 JANITOR GO WOMCN5 OIX'l�!) General Timber Beam /a' Li Page Rev: 580004 Description Loading Dock Carport Beam 3" ®L : Z.8cos-F Pty - *X23 /sc ex/OZ +-Z,O W7L2eerP +),5,s.r m.rsc = B.t,P `� as, PS General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 3.125x13.5 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 3.125 in 13.500 in GluLam 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E 21.00 ft 4.00 ft ft 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi Lu Lu Lu 0.00 ft 0.00 ft 0.00 ft [fruII Length Uniform Loads Center Left Cantilever Right Cantilever Summary DL DL DL 90.00 #/ft 90.00 #/ft #/ft LL LL LL 250.00 #/ft 250.00 #/ft #/ft Span= 21.00ft, Left Cant= 4.00ft, Beam Width = 3.125in x Depth = 13.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,324.13 psi Fb 2,760.00 psi 0.842 : 1 18.4 k -ft 21.8 k -ft at 10.600 ft at 0.000 ft 18.38 k -ft -0.72 k -ft -2.72 k -ft 0.00 k -ft 21.83 fv Fv 118.24 psi 276.00 psi Beam Design OK Maximum Shear * 1.5 5.0 k Allowable 11.6 k Shear: @ Left 3.70 k @ Right 3.54 k Camber: @ Left 0.252 in @ Center 0.468in @ Right 0.000in 1.34 k Max 5.06 k Max 3.54 k Reactions... Left DL Right DL 0.91 k Deflections Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 @ Center @ Left @ Right Dead Load -0.312 in 10.600 ft 808.2 * D.L. Defl) ... 0.468 in 0.252 in 0.000 in Total Load -1.260 in 10.500 ft 199.96 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Dead Load Total Load 0.168 in 0.729 in 570.8 131.7 0.000 in 0.000 in 0.0 0.0 Stress Calcs Bending Analysis Ck 20.711 Cv 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 18.38 k -ft 2.72 k -ft 0.00 k -ft @ Left Support 4.99 k 18.073 in2 276.00 psi 5.06 k 3.54 k Sxx 94.922 in3 CI 5059.522 Sxx Req'd 79.93 in3 11.83 in3 0.00 in3 @ Right Support 4.74 k 17.183 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd Area 42.188 in2 Allowable fb 2,760.00 psi 2,760.00 psi 2,760.00 psi 2.491 in 1.741 in Description Loading Dock Carport Beam 3" M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment -2.72 k -ft 0.00 k -ft -2.72 k -ft Shear Deflection 3.70 k 0.0000 in 0.00 k 0.0000 in 3.70 k 0.0000 in FILE COPY DIBBLE ENGINEERS, INC. Professional Structural Engineering Services Structural Review Memo DATE: May 19, 2011 JOB #: 11 -036 TO: Dave Larson, City of Tukwila Plans Examiner FAX #: CC: Karen Wallace, Project Architect Travis Colliander, P.E., S.E. FROM: Clint Nelson, P.E. PROJECT: Savers Tukwila TI — Plan Comment Response NO. OF PAGES (Including Cover): 1 In coordination with the City's comments & feedback, DEI would request that the City please make the following redline adjustments to the structural permit drawings: 1. On detail 2/S -2 please red -line strike -thru the words "OVEn u n N B OTHER E" leaving the cantilever dimension. 2. On the plan drawings 12/S -2, please redline through the "" Tom" hanger callout at the masonry wall, and replace that hanger callout designation with "MBHU3.56 (SHIMMED OUT AT BEAM FACE) ". Please contact DEI if you have any questions or further comments. Thank you. O REVIEWED FOR CODE COMPLIANC E APR VED MAY 7 3 2011 City of Tukwila BUILDING nivicink CORRECTION LTR# 1029 Market Street Page 1 of 1 Kirkland, WA 98033 ECEIVEr MAY 13 2011 CENTER P. 425.828.4200 F. 425.827.6131 1 MBHU Masonry Beam Hangs You are at WWw.strongtie.com [Disable this warning for 30 days. • FILE COPY D,9, ! fr MBHU Masonry Beam Hangers The new MBHU beam hanger provides a face - mounted solution for connecting beams to masonry or concrete walls. A non - welded, one -piece connector, the MBHU is suitable for solid sawn and engineered wood beams as well as trusses. Installation is simplified because the Titen HD® screw anchor and Strong - Drive® SDS screws are included with the hanger. Since the Titen HD anchor is installed after the wall is built, locating the anchor in the right spot is easier than with cast -in -place bolts. Material: 10 gauge Finish: Galvanized Installation: • Use all specified fasteners (included). See General Notes. • Attach hanger to a concrete or grouted CMU wall using Titen HD anchors. Note the following: - Drill holes using drill bits equal in diameter to the specified Titen HD anchor. • Dimensions • Load Table • Hanger Options ▪ Gallery of images ► Code Reports • Drawings • Catalog Page • Related Categories • Help for downloads - Holes shall be drilled 1/2" deeper than the specified Titen HD length (i.e. 5 1/2" for a 5" long Titen HD anchor) - Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's load capacity. • Titen HD is not recommended for exposed exterior applications. • Provide moisture barrier between beam and wall per jurisdictional requirements Gallery: CORRECTION LTR# 1J11 -07 1 aph•, MBHU roll over images below to see larger image Page 1 of 4 SIMPSON StrongTie • top REVIEWED FOR CODE COMPLIAN t PPROVED MAY 232011 typical MBHU SDS 1/4 "x2 1/2" Titen Installation 3/4 "x5' an Installation at Outside Corner (Minimum Load) Installation Away from Edge of Wall (Maximum Load) http: / /www.strongtie.com/ products /connectors/MBHU_Masonry.asp Insta lation on Edge of Wall (Minimum Load) D® screw or City of Tukwila BUILDING nIVISION RECEIVED MAY 13 2011 CENT �i I.4,111 t 5/20/2011 MBHU Masonry Beam Hang.. Dimensions: Model No. Dimensions Width (W) (in.) Height (H) (in.) MBHU3.56 /9.25KT 3318 91/4 MBHU3.56 /11.25KT 3318 111/4 MBHU3.56/11.88KT 3118 11% MBHU3.56/14KT 331c 14 MBHU3.56 /16KT 334 16 MBHU3.56 /18KT 3318 18 MBHU5.50/9.25KT 51 91 MBHU5.50/11.25KT 5'% 11% MBHU5.50 /11.88KT 5'h 11% MBHU5.50 /14KT 5% 14 MBHU5.50/16KT 5'h 16 MBHU5.50/18KT 5% 18 • 1. Each MBHU hanger includes 2) 3/4 "x5' Titen HD® anchors and (12) 1/4 "x2 1/2" Strong - Drive® SDS screws. Load Table: See code report listings below A top A top Page 2 of 4 Series Model No. Ga Dimensions (in.) Fasteners Allowable Loads End of Wall / Outside Corner DF /SP Allowable Loads Away from Edge DF /SP W H B CMU/ Concrete Joist CMU Concrete CMU /Concrete Uplift3 Download Uplift Download Uplift Download Titen Anchors Screws (160) 115/125) (160) 115/125) (160) 115/125) MBHU3.56 10 31,8 91/4 to <14 3% 2 - 1/4"x5' 12 - '/ "x2'W 1720 2440 2715 4190 2210 4005 14to18 1720 2440 2715 4190 3345 6065 MBHU5.50 10 5'%z 9% to <14 3'% y� 2 -% "x5' 12- '/'x21/2" 1720 2440 2715 4190 2210 4005 14to18 2175 3260 3485 6970 3345 6065 1. Uplift loads have been increased for wind or earthquake loading with no further increase allowed; reduce where other loads gQ,� 2. Minimum CMU compressive strength fm shall be 1500 psi and concrete compressive strength fc shall be 2500 psi. 3. Structural composite lumber (SCL) shall have a minimum specific gravity of 0.5. 4. Allowable loads only apply to installation on 8" nominal grouted CMU walls, with minimum one horizontal #5 rebar located in the 5. Products shall be installed such that the Titen HD® anchors are not exposed to the weather. 6. Allowable loads are based upon the tested ultimate load with a safety factor of 3. Code Reports (PDFs): IAPMO ES ICC-ES ESR ER CITY OF LOS STATE OF ANGELES FLORIDA http://vvww.strongtie.com/products/connectors/MBHU_Masonry.asp p vnext Atop 1 Cd' ule3 2011 T CENTER LEGACY REPORTS ':ICC','ES NER rICG-ES'ER • JIC'G =E3fES 5/20/2011 MBHU Masonry Beam Hang. MBHU3.56 MBHU3.56/11.25KT MBHU3.56/11.88KT MBHU3.56 /14KT MBHU3.56 /16KT MBHU3.56 /18KT MBHU3.56 /9.25KT MBHU5.50 MBHU5.50 /11.25KT MBHU5.50 /11.88KT MBHU5.50 /14KT MBHU5.50 /16KT MBHU5.50 /18KT MBHU5.50 /9.25KT • See specific model numbers for code listings. FL13904 FL139.04 FL13904 FL13904 FL13.904 FL13904 See specific model numbers for code listings. FL13904 FL13904 FL13904 FL13904 FL13904 FL13904 Drawings: To download drawings, right -click or Ctrl -click on the link, then choose "Save Target As..." v next .top Download the Simpson Strong -Tie TM AutoCad® Menu which allows you to insert Ortho views directly into your AutoCAD drawing. ORTHOGRAPHIC MBHU3.56: DWG I DXF MBHU3.56 front view: DWG I DXF MBHU3.56 MBHU3.56 left view: DWG I DXF MBHU3.56 right view: DWG 1 DXF MBHU3.56 top view: DWG 1 DXF Page 3 of 4 PERSPECTIVE None for this model MBHU3.56 /11.25KT None for this model None for this model MBHU3.56 /11.88KT None for this model None for this model MBHU3.56 /14KT None for this model None for this model MBHU3.56 /16KT None for this model None for this model MBHU3.56 /18KT None for this model None for this model MBHU3.56 /9.25KT None for this model None for this model MBHU5.50: DWG 1 DXF MBHU5.50 front view: DWLC 1 DXF MBHU5.50 MBHU5.50 left view: DWG 1 DXF MBHU5.50 right view: DW 1 DXF MBHU5.50 top view: DWG 1 DXF MBHU5.50 /11.25KT None for this model MBHU5.50/11.88KT None for this model MBHU5.50 /14KT None for this model MBHU5.50 /16KT None for this model MBHU5.50 /18KT None for this model MBHU5.50 /9.25KT None for this model Catalog Pages (PDFs): C -2011 (Wood Construction Connectors) page 158 Related Categories: None for this model None for this model None for this model None for this model None for this model None for this model None for this mods ECEWVEr MAY q�13 2011 U I.r.� ;;Jrji Ef CENTER Order free catalogs by mail Atop http: / /www.strongtie.com/ products /connectors/MBHU_Masonry.asp 5/20/2011 MBHU Masonry Beam Hang. Hangers for Masonry (Wood Construction) Hangers - Concrete (Wood Construction) Need help with downloads? • Page 4 of 4 top Printed May 20, 2011 from http: //www.strongtie.com / products /connectors /MBHU_Masonry.asp © 2011 Simpson Strong -Tie® http: / /www.strongtie.com /products /connectors /MBHU_Masonry.asp RECEIVED MAY 13 2011 T CE 5/20/2011 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address 16700 Southcenter Parkway Date 4/29/2011 Tukwila, WA 98188 For t - ....:c.„, h,. y ".• n Applicant Name: Karen Wallace, Stantec t, ^^ ." Applicant Address: 12034 134th Cr NE Suite 102, Redmond, WA 98052 Applicant Phone: 425.298.1064 Project Description • New Building • Addition 71 Alteration 'i Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) not changed • No changes are being made to the lighting and space use • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per fiz " gross mrenor Area in fie Allowed x Area " From Table 15 -1 (over) - document all exceptions on form LTG -LPA • Total Allowed Watts Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed REVI VIWED FOR CODE COMPLIANCE MAY 9 2011 City of Tukwila BUILDING 011/1c If1N Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. CORRECTION ECEOVED MAY 02 2011 pie 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage 0 Other Qualifi aliori Checklist "lighting Automotive facility 0.85 74 Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If occupancy type is "Other" and Fixtures: 1.10 fixture answer is checked, the number of fixtures in the space is not limited by Code. (Section 1521) 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, "' c) 5 -60 watt T -1, T -2, T-4, T -5, T -8, or CFL lamps, and d) hard -wired electronic Clearty indicate these spaces on plans. lf not qualified, do LPA Calculations. Penitentiary and other Group 1 -3 Occupancies dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. Cafeterias, fast food establishments', restaurants /bars5 1.20 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic belles 0.90 Dormitory 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA1 (Wlft`) Use' LPA` (W /ft`) Automotive facility 0.85 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants /bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retain°, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 'Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes, 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for ,the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free- standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below, H. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location ai�d, ,h.em�'6ht, issubmittedtgt�the,quare footlge for a warehouse may be defined, for computing the interior Unit Lighting Power Alibwane�; a5 the „floor area not covered qy racks plus the vertical face area (access side only) of the racks. The height allowance defined in•footnote 2 applies only to.the "floor area not covered by racks. Professional Structural Engineering Services .X.1 FILE COPY Permit No. DIBBLE ENGINEERS, INC. Structural Comment Response DATE: May 2, 2011 JOB #: 11 -036 TO: City of Tukwila Building Department FAX #: CC: Karen Wallace, Stantec Architecture Robb Dibble, P.E. FROM: Clint Nelson, P.E. PROJECT: Savers/Value Village —16700 Southcenter Parkway Development Permit Application Number D11 -071 NO. OF PAGES (Including Cover): 1 Dibble Engineers has reviewed the City's comments on the Savers/Value Village remodel project. We appreciate your thorough review and inquiry. Comment(s) #2 & #4: The structural drawings have been provided with this re- submittal. Please reference them for the structural details requested. Fire protection systems have been addressed by the project Architect. Comment #5: In consideration of the calculations sheets for the "General Timber Beam ", these calculations have been reviewed and are in compliance with the current code requirements of the IBC 2009 and the NDS 2005 codes for structural adequacy of the wood beam design. Please contact DEI if you have any questions or would like additional clarification. CORRECTION LTR #A-.. CCODE FOR DE COMPLIANCE A PoROVED MAY 9:12011 City of Tukwila BUILDING nnvISION t:wOi1 RECEIVED MAY 022011 POW CENTER 1029 Market Street Page 1 of 1 P. 425.828.4200 Kirkland, WA 98033 F. 425.827.6131 DIBBLE ENGINEERS Psoldr4 loo SAVERS - VALUE VILLAGE T.I. STRUCTURAL CALCULATIONS I REVIEWED CODE COMPLIANCE TUKWILA, WA PPR VED MAY 2 3 2011 PREPARED FOR: Stantec 12034 - 134th Ct NE, Suite 102 Redmond, WA 98052 Structural Calculations Project #: 11 -036 Prepared by Dibble Engineers, Inc. May 2, 2011 City of Tukwila BUILDING fIVISIGN CORRECTION LTR #, RECEIVED MAY 0 2 2011 PERNITCENTER DIBBLE ENGINEERS, INC. SAVERS - VALUE VILLAGE T.I. STRUCTURAL CALCULATIONS TUKWILA, WA TABLE OF CONTENTS Section Number STRUCTURAL CALCULATION 1 ti DIBBLE ENGINEERS, INC. SAVERS - VALUE VILLAGE T.I. STRUCTURAL CALCULATIONS TUKWILA, WA SECTION 1 STRUCTURAL CALCULATIONS 1( DIBBLE ENGINEERS, INC. Project Project No. Sheet No. Date Subject 64,464-- �iti7 � K �� By -1. ?O /c--F C_ Xis.-- �G = / -COpf. $ 713 3k(% be-Aryl) A i 3*. x la_ -- S . x'14- }--U /1-0Aiwv `% emisoroLy 5 7: 4'- •Jr z td fi Y „ Description Roof Joists General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 2x10 Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary 1.500 in 9.250 in Sawn 1.150 Pin -Pin General Timber Beam Vfi F A 7O CyrA'-Y P 5 J s Zap? Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base aliowables are user defined Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E 12.00 ft Lu ft Lu ft Lu 850.0 psi 150.0 psi 405.0 psi 1,300.0 ksi 0.00 ft 0.00 ft 0.00 ft 50.00 #/ft #/ft #/ft Span= 12.00ft, Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.751 : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 807.83 psi Fb 1,075.25 psi 1.44 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 1.92 fv 51.89 psi Fv 172.50 psi 1.4 k -ft 1.9 k -ft at 6.000 ft at 0.000 ft Beam Design OK Maximum Shear * 1.5 0.7 k Allowable 2.4 k Shear: @ Left 0.48 k @ Right 0.48 k Camber: @ Left 0.000 in @ Center 0.163in @ Right 0.000in 0.18 k Max 0.48 k Max 0.48 k Reactions... Left DL Right DL 0.18 k Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 * D. @ Center @ Left @ Right Dead Load -0.109 in 6.000 ft 1,323.2 L. Defl) ... 0.163 in 0.000 in 0.000 in Total Load N W -0.290 in 6.000 ft 496.20 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 Stress Calcs Bending Analysis Ck 29.576 Cf 1.100 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 1.44 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.72 k 4.174 in2 172.50 psi Sxx 21.391 in3 CI 480.000 Sxx Req'd 16.07 in3 0.00 in3 0.00 in3 @ Right Support 0.72 k 4.174 in2 172.50 psi Area 13.875 in2 Allowable fb 1,075.25 psi 1,075.25 psi 1,075.25 psi 0.48 k Bearing Length Req'd 0.790 in 0.48 k Bearing Length Req'd 0.790 in General Timber Beam Description Query Values m_ ?�YrR a's,cr_Hrw6ss M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear Deflection 0.48 k 0.0000 in 0.00 k 0.0000 in 0.00 k 0.0000 in Description General Timber Beam Loading Dock Carport Beam 3" VE.2- tFr.,621 its Ct Pc>{ `‘P aDo,S n}D S poi sac-- Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Summary 3.125x12 3.125 in 12.000 in GluLam 1.150 Pin -Pin DL DL DL Center Span 21.00 ft Lu Left Cantilever 4.00ft Lu Right Cantilever ft Lu Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi 90.00 #/ft 90.00 #/ft #/ft LL LL LL 150.00 #/ft 150.00 #/ft #/ft 0.00 ft 0.00 ft 0.00 ft Span= 21.00ft, Left Cant= 4.00ft, Beam Width = 3.125in x Max Stress Ratio 0.746 : 1 Maximum Moment 12.9 k -ft Allowable 17.2 k -ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,059.56 psi Fb 2,760.00 psi Deflections 12.87 k -ft -0.72 k -ft -1.92 k -ft 0.00 k -ft 17.25 fv 104.46 psi Fv 276.00 psi Depth = 12.in, Ends are Pin -Pin at 10.600 ft at 0.000 ft Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 3.9 k 10.4 k @ Left 2.61 k @ Right 2.49 k Camber: @ Left 0.359 in @ Center 0.666in @ Right 0.000 in 1.34 k 0.91 k Max 3.57 k Max 2.49 k Center Span... Dead Load Deflection -0.444 in ...Location 10.600 ft ...Length /Deft 567.7 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.666 in @ Left 0.359 in @ Right 0.000 in Total Load -1.254 in 10.500 ft 200.93 Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Deft Dead Load Total Load 0.239 in 0.717 in 400.9 133.9 0.000 in 0.000 in 0.0 0.0 Stress Calcs Bending Analysis Ck 20.711 Cv 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 12.87 k -ft 1.92 k -ft 0.00 k -ft @ Left Support 3.92 k 14.193 in2 276.00 psi Sxx 75.000 in3 CI 3571.427 Sxx Redd 55.97 in3 8.35 in3 0.00 in3 @ Right Support 3.73 k 13.509 in2 276.00 psi Area 37.500 in2 Allowable fb 2,760.00 psi 2,760.00 psi 2,760.00 psi 3.57 k Bearing Length Req'd 1.758 in 2.49 k Bearing Length Req'd 1.224 in Description Query Values General Timber Beam Loading Dock Carport Beam 3" M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment -1.92 k -ft 0.00 k -ft -1.92 k -ft s:4,� �a'i� �s,*�sxFVV6ntm'iAI•pA Shear Deflection 2.61 k 0.0000 in 0.00 k 0.0000 in 2.61 k 0.0000 in Description Steel Column Steel Column At Loading Dock Carport Roof VF2xFr� 7D c pay `7Arsc /31* cf,zooct x.Qc_ General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section HSS3.0X0.134 Column Height 15.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced 36.00 ksi 1.000 29,000.00 ksi 15.000 ft 15.000 ft X -X Sidesway : Restrained Y -Y Sidesway : Restrained 1.000 1.000 Kxx Kyy Axial Load... Dead Load Live Load Short Term Load 1.00 k 2.00 k k Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments 0.000 in 0.000 in Column Design OK Section : HSS3.0X0.134, Height = 15.00ft, Axial Loads: DL = 1.00, LL = 2.00, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X -X = 15.00ft, Y -Y = 15.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 0.1854 0.3709 0.5563 0.5563 AISC Formula H1 - 2 0.0410 0.0819 0.1229 0.1229 AISC Formula H1 - 3 XX Axis : Fa calc'd per Eq. E2 -2, K *Llr > Cc YY Axis : Fa calc'd per Eq. E2 -2, K *Llr > Cc Stresses Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow [F1 -6] Fb:xx : Allow [F1 -7] & [F1 -8] fb : xx Actual Fb:yy : Allow [F1 -6] Fb:yy : Allow [F1 -7] & [F1 -8] fb : yy Actual Dead Live DL + LL DL + Short 4.77 ksi 4.77 ksi 4.77 ksi 4.77 ksi 0.88 ksi 1.77 ksi 2.65 ksi 2.65 ksi 23.76 ksi 23.76 ksi 23.76 ksi 23.76 ksi 0.00 ksi 0.00 ksi 23.76 ksi 23.76 ksi 0.00 ksi 23.76 ksi 23.76 ksi 0.00 ksi 23.76 ksi 23.76 ksi 23.76 ksi 23.76 ksi 0.00 ksi 0.00 ksi 23.76 ksi 23.76 ksi 0.00 ksi 23.76 ksi 23.76 ksi 0.00 ksi Analysis Values F'ex : DL +LL Fey : DL +LL F'ex : DL +LL +ST F'ey : DL +LL +ST Max X -X Axis Deflection 4,772 psi Cm:x DL +LL 0.60 4,772 psi Cm:y DL +LL 0.60 4,772 psi Cm:x DL +LL +ST 0.60 4,772 psi Cm:y DL +LL +ST 0.60 0.000 in at 0.000 ft Max Y -Y Axis Deflection Cb:x DL +LL 1.00 Cb:y DL +LL 1.00 Cb:x DL +LL +ST 1.00 Cb:y DL +LL +ST 1.00 0.000 in at 0.000 ft • Description Steel Column Steel Column At Loading Dock Carport Roof Section Properties Diameter Thickness Area Sketch & Diagram Axial DL = 1k Axial LL = 2k Axial ST = Ok HSS3.0X0.134 15ft 3.000 in Weight Ixx Iyy 0.125 in Sxx 1.13 in2 Syy Rxx Ryy Section Type = HSS -Pipe X Y X 3.84 #/ft 1.170 in4 1.170 in4 0.780 in3 0.780 in3 1.020 in 1.020 in Values for LRFD Design.... 2.340 in4 Cw Zx Zy 1.56 in6 1.030 in3 1.030 in3 0.000 DIBBLE ENGINEERS, INC. Project Proect Project No. Sheet No. Date Subject _ vi y c1 xre ��•��� By '' 6924:5 = .2_,s- 12-016- * lSD's SL : y Description Drop Off Header General Information Steel Beam Design Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : C6X10.5 T Pinned- Pinned 7( Z Bm Wt. Added to Loads LL & ST Act Together Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads #2 #3 #4 #5 #6 #7 DL LL ST 8.00 ft 0.00 ft 0.00 ft 0.00 ft Fy 36.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Note! Short Term Loads Are WIND Loads. #1 0.120 0.150 0.400 Start Location End Location 8.000 8.000 Summary k/ft k/ft k/ft ft ft Using: C6X10.5 section, Span = 8.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 5.444 k -ft 9.979 k -ft fb : Bending Stress 12.961 ksi 23.760 ksi fb / Fb 0.546: 1 Shear fv : Shear Stress fv / Fv 2.722 k 1.445 ksi 0.100 : 1 27.130 k 14.400 ksi Beam OK Static Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.143 in 859.9 : 1 670.4 : 1 Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only Ca? Center (7a. Center aa. Cants as Cants Max. M + 5.44 k -ft 4.24 5.44 k -ft Max. M - k-ft Max. M @ Left k -ft Max. M @ Right k k Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ 2.72 k 2.72 k -0.143 in 0.000 in 0.000 in 0.000 ft 2.12 2.12 -0.112 0.000 0.000 0.000 2.72 2.72 -0.143 0.000 0.000 0.000 -0.143 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 in Reaction @ Left 2.72 2.12 2.72 2.72 k Reaction @ Rt 2.72 2.12 2.72 2.72 k Fa calc'd per Eq. E2 -1, K *Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy • Description Drop Off Header Section Properties C6X10.5 Depth Web Thick Width Flange Thick Area Xcg Dist. Values for LRFD Design.... 6.000 in 0.314 in 2.030 in 0.343 in 3.08 in2 0.500 in 0.128 in4 Cw 5.91 in6 Steel Beam Design Weight Ixx IYY Sxx Syy R -xx R -yy Zx Zy K 10.46 #!ft 15.100 in4 0.860 in4 5.040 in3 0.561 in3 2.220 in 0.529 in 6.180 in3 1.140 in3 0.813 in 6K`fx�Z sx =7`te, 5.01 Stantec May 13, 2011 File: 2007861010 City of Tukwila Jennifer Marshall Permit Technician Dear Jennifer, Stantec ,itecture Inc. 12034 - 134th Court Northeast Suite 102 Redmond WA 98052 Tel: (425) 298 -1000 Fax: (425) 298 -1019 • RECEIVED MAY 112011 Reference: D11 -071 Response to correction letter #2 PERMIT CENTER I've copied your letter into the body of this letter and will respond below each comment for your ease of reference. May 9, 2011 Karen Wallace Stantec Architecture 12034 134 Court NE — Suite 102 Redmond, WA 98052 RE: Correction Letter #2 Development Permit Application Number D11 -071 SaversNalue Village —16700 Southcenter Py Dear Ms. Wallace, 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 Department. At this time the Fire, Planning and Public Works Department have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. 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. CORRECTION LTR# 2• PE ECEWVED MAY 13 2011 IT CENTER • • May 13, 2011 Page 2 of 4 If you have any questions, please contact me at (206) 431 -3670. Sincerely, Jennifer Marshall Permit Technician end File No. D11 -071 May 13, 2011 Page 3 of 4 Building Division Review Memo #2 Date: May 9, 2011 Project Name: SaversNalue Village Permit #: D11 -071 Plan Review: Dave Larson, Senior 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. The egress plan, sheet A0.3, will need to show the main egress path that is required to have emergency lighting. All points in the retail area must be within 75 ft. of this path and 100 ft. in the warehouse areas. We would prefer this portion of the egress to be shown as a shaded path for clarity. When a person reaches this emergency lighted path, two exits in two distinct directions must be available. Stairways and exterior landings will need emergency lighting also. Please add these areas to the egress plan. All proposed emergency Tight fixtures will need to be designated on the lighting plan. Response: Revised Sheet A0.3 to add main egress path that is required to have emergency lighting. Revised Sheets A2.4 and A2.4M for Reflected ceiling `plans showing emergency lighting. Stairways will be lit from above at the mezzanine level. Line of egress path for mezzanine added to Sheet A2.4M. 2. The proposed light fixtures must meet all four criteria listed in section 1521 of the WSEC to be exempt from the lighting budget. Please confirm that they meet these requirements and add the specific requirements to the plans or complete a lighting budget form. Response: Revised sheet A2.4 for lighting spec update, revised keynotes and added light fixture calculations. 3. The calcs. from the engineer may not address lateral loads and the use of fire treated lumber. He also states that the tributary area for the glu -lam is 6 ft.. Wouldn't the tributary area be at least half the span from the wall to the beam plus the overhang? This would be closer to 10 ft. Please explain the assumptions used. On page S -1, detail 2, there is a note that says "overhang by others ". Please explain. Response: See attached structural comment response letter from Dibble Engineers, Inc. 4. All lumber used in the roof of the rear dock cover must be shown as fire treated lumber on the plans. Response: Added sheet note #11, Sheet A2.4 to address fire treatment. Also, see attached structural comment response letter from Dibble Engineers, Inc. • • May 13, 2011 Page 4 of 4 5. The last note in project description on page A0.1 refers to deferred submittals. Please change this wording to say separate permit applications instead of deferred submittals. Response: Sheet A0.1 revised per above. Should there be questions concerning the above requirements, contact the Building Division at 206- 431- 670. No further comments at this time. Sincerely, Karen Wallace, LEED AP Assistant Project Manager Tel: (425) 298 -1064 Fax: (425) 298 -1019 Karen.Wallace @stantec.com Attachment: Lateral analysis of Canopy, Sheets A0.1, A0.3, A2.4, A2.4M, S -1. kaw f:\ project \q- r- s- t\savers\2007861010 tukwila \doc\jurisdiction \permitting \d11 -071 correction letter #2 response.docx • 1 DIBBLE ENGINEERS, INC. Professional Structural Engineering Services Structural Comment Response DATE: May 12, 2011 JOB #: 11 -036 TO: City of Tukwila Building Department FAX #: CC: Karen Wallace, Stantec Architecture Robb Dibble, P.E. FROM: Clint Nelson, P.E. PROJECT: Savers/Value Village —16700 Southcenter Parkway Development Permit Application Number D11 -071 NO. OF PAGES (Including Cover): 7 In regard to the Building Division Review Memo #2 for the Savers Tukwila T.I. remodel, please see the following responses (numbers below correspond to the review Memo numbers): 3. This question has 3 parts: a) Affects to the building's lateral system were determined to be minimal, and were therefore not included in the original calcs; however, upon request they have been provided with this comment response letter. Please see the attached calculations sheets. In summary: • The wall change is less than 5% of the lateral shear resisting system. This is justifiable from a structural judgment & the IEBC 2009 Code. • The canopy addition is a lightweight structure attached to the side of the building at a corner recess. The proposed connections are adequate for the design loadings (total 410 pounds lateral force). b) Fire - treated lumber has been called out on the structural plan. This is primarily an architectural item, and therefore the callout references the architectural drawings for further clarification as to the specific requirements of that fire treatment. c) Thank you for noting this. The overall dimension was misread from the original drawings, but has now been revised with a slightly deeper glulam 3 1/8" x 13 ' /z" beam. Updated calculations have also been included with this response letter. 4. The framing has been indicated on the structural plans to require fire treated lumber. This is primarily an architectural item, and therefore the callout references the architectural drawings for further clarification as to the specific requirements of that fire tr Please contact DEI if you have any questions or would like additional clarificati 1029 Market Street Page 1 of 1 Kirkland, WA 98033 P. 425.828.4200 F. 425.827.6131 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pa ce, Direct o r May 9, 2011 Karen Wallace Stantec Architecture 12034 134 Court NE — Suite 102 Redmond, WA 98052 RE: Correction Letter #2 Development Permit Application Number D11 -071 Savers/Value Village —16700 Southcenter Py Dear Ms. Wallace, 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 Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. 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, W:\Permit Center\Correction Letters \2011\D11 -071 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo #2 Date: May 9, 2011 Project Name: Savers/Value Village Permit #: D11 -071 Plan Review: Dave Larson, Senior 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. The egress plan, sheet A0.3, will need to show the main egress path that is required to have emergency lighting. All points in the retail area must be within 75 ft. of this path and 100 ft. in the warehouse areas. We would prefer this portion of the egress to be shown as a shaded path for clarity. When a person reaches this emergency lighted path, two exits in two distinct directions must be available. Stairways and exterior landings will need emergency lighting also. Please add these areas to the egress plan. All proposed emergency Tight fixtures will need to be designated on the lighting plan. 2. The proposed light fixtures must meet all four criteria listed in section 1521 of the WSEC to be exempt from the lighting budget. Please confirm that they meet these requirements and add the specific requirements to the plans or complete a lighting budget form. 3. The calculations from the engineer may not address lateral loads and the use of fire treated lumber. He also states that the tributary area for the glu -lam is 6 ft. Wouldn't the tributary area be at least half the span from the wall to the beam plus the overhang? This would be closer to 10 ft. Please explain the assumptions used. On page S -1, detail 2, there is a note that says "overhang by others ". Please explain. 4. All lumber used in the roof of the rear dock cover must be shown as fire treated lumber on the plans. 5. The last note in project description on page A0.1 refers to deferred submittals. Please change this wording to say separate permit applications instead of deferred submittals. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • DIBBLE ENGINEERS, INC. Professional Structural Engineering Services Structural Comment Response DATE: May 2, 2011 JOB #: 11 -036 TO: City of Tukwila Building Department FAX #: CC: Karen Wallace, Stantec Architecture Robb Dibble, P.E. FROM: Clint Nelson, P.E. PROJECT: Savers/Value Village —16700 Southcenter Parkway Development Permit Application Number D11 -071 NO. OF PAGES (Including Cover): 1 Dibble Engineers has reviewed the City's comments on the Savers/Value Village remodel project. We appreciate your thorough review and inquiry. Comment(s) #2 & #4: The structural drawings have been provided with this re- submittal. Please reference them for the structural details requested. Fire protection systems have been addressed by the project Architect. Comment #5: In consideration of the calculations sheets for the "General Timber Beam ", these calculations have been reviewed and are in compliance with the current code requirements of the IBC 2009 and the NDS 2005 codes for structural adequacy of the wood beam design. Please contact DEI if you have any questions or would like additional clarification. CORRECTION LTR# RECEIVED bkl- 01 I PE ITC HAY 022011 ,:.. 1029 Market Street Page 1 of 1 P. 425.828.4200 Kirkland, WA 98033 F. 425.827.6131 Stantec May 2, 2011 File: 2007861010 City of Tukwila Bill Rambo Permit Technician Dear Bill, • • Stantec Architecture Inc. 12034 - 134th Court Northeast Suite 102 Redmond WA 98052 Tel: (425) 298 -1000 Fax: (425) 298 -1019 Reference: 011 -071 Response to correction letter #1 I've copied your letters into the body of this letter and will respond below each comment for your ease of reference. April 28, 2011 Karen Wallace Stantec Architecture 12034 134 Court NE — Suite 102 Redmond, WA 98052 RE: Correction Letter #1 Development Permit Application Number 011 -071 SaversNalue Village — 16700 Southcenter Py CORRECTION Dear Ms. Wallace, 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 Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Planning Department: Stacy MacGregor at 206 - 433 -7166 if you have any questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. 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 revis 0VE MAY 022011 CENTER bth(rit P • • Stantec May 2, 2011 Error! Reference source not found. Page 2 of 7 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, Bill Rambo Permit Technician encl File No. D11 -071 • • Stantec May 2, 2011 Error! Reference source not found. Page 3 of 7 Building Division Review Memo alken JohortineszarD9 Flan C sa mher Date: April 20, 2011 Project Name: Savers /Value Village Permit #: D11 -071 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. Provide a 2009 Washington State Non - Residential lighting summary compliance form. Response: See attached lighting summary compliance form. 8' 4 lamp fixtures have been revised to 4' 2 lamp fixtures to meet the exception. Lights are not limited per code. See Sheet A2.4 and A2.4 M for revised lighting plan and legend. 2. Structural sheets are missing; please provide those sheets. Response: See attached structural sheet, S -1. See revised Cover Sheet A0.1 drawing index clarifying structural sheets included in set. 3. Provide manufacturers specifications for the new awning with details for anchoring the awning to the building. Details shall specify the type of fabric or materials to be used and show the awning materials meet code requirements for fire resistance rating. Show awning provided with fire sprinklers. Response: The awning is not part of this permit. The awning will be a separate permit. See revised Cover Sheet A0.1, noting the awning as a deferred submittal. Fire sprinkler is also a separate permit. 4. Provide the structural details for the loading dock cover. Materials for the construction of the dock cover shall meet code for type II building construction and that which is specified in chapter 603 of the 2009 IBC. Show cover provided with fire sprinklers. Response: Materials for cover are listed on the North Wall elevation, Sheet A3.1. Structural details are provided on Sheet S -1. 5. Structural calculations provided refer to outdated codes on "General Timber Beam" program sheets. Provide documentation that can be attached to the calculations specifying the calculations provided are in compliance with current 2009 building codes or provide revised sheets referring to the current codes. Response: Documentation stating calcs are in compliance with 2009 codes attached. • • Stantec May 2, 2011 Error! Reference source not found. Page 4 of 7 6. The offices ceiling details show GWB option to be placed on the top side of the ceiling framing. Please provide an explanation for the use of GWB on top and provide construction details for the Tight fixtures recessed in the GWB ceiling. Show signage provided on the outside of the walls of those rooms that "No Storage Allowed on the top of the ceiling. Response: See revised floor plan keynote #41 for signage on Floor Plan, Sheet A2.3. See revised light fixture spec on RCP, Sheet A2.4. 7. Provide structural details for expanding the opening for the new double doors #104. Response: Structural details are provided on Sheet S -1. 8. Provide structural details for the new window installation at the loading dock. Response: Structural details are provided on Sheet S -1. To clarify, the loading dock is adding a door, same size as the existing one. See also Door Schedule, Sheet A5.2. 9. Identify paths of egress. Emergency lighting shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Specify emergency illumination along the paths of egress per IBC Chapter 1006. (IBC 1006 & 1017.3) Response: See Sheets A2.4 and A2.4M for emergency lighting added to legend and plan. See Sheet A0.3 for added paths of egress to front vestibule. 10. Reflective ceiling sheet A2.4 shows lighting with letters a,b,c,d,e,f, etc. Include notes in a legend to specify what the lettering is for or what it indicates. Response: See Sheet A2.4 for additional circuit switch lettering added to legend. 11. Show new offices provided with a source of ventilation per 2009 (WSVAIAQC) Washington State Ventilation and Indoor Air Quality Code. Response: See Sheet A0.1, mechanical is a deferred submittal and not part of this permit. See Sheet A2.4 for keynote #13 added to plan. See Sheet A2.4M for keynote #6 added to plan. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • • Stantec May 2, 2011 Error! Reference source not found. Page 5 of 7 PLANNING DIVISION COMMENTS DATE: MARCH 23, 2011 APPLICANT: Savers /Value Village RE: D11 -071 ADDRESS: 16700 Southcenter Py Please provide the following information. If you have any questions, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. Include the following notes on your landscape plans: 1. Site preparation and planting of vegetation shall be in accordance with best management practices for ensuring the vegetation's Tong -term health and survival and shall include incorporation and tilling in of organic material to a depth of 18 inches and mulching. 2. Installation of the landscaping and screening shall be completed and a Landscaping Declaration submitted by the owner or owner's agent prior to issuance of the certificate of occupancy. If necessary due to weather conditions or construction scheduling the installation may he postponed to the next planting season if approved by the Community Development Director and stated on the building permit. A performance assurance device equal to 150% of the cost of the labor and materials must be provided to the City before the deferral is approved. The property owner shall keep all planting areas free of weeds and trash and replace any unhealthy or dead plant materials for the life of the project in conformance with the intent of the approved landscape plan and TMC 8.28.180. Response: See revised landscape plan, Sheet A1.2, with the above notes added. Provide Automatic irrigation: 1. All landscape areas shall be served by an automatic irrigation system. Water conservation features such as moisture sensors with automatic rain shut -off devices. automatic timers. pressure regulating devices. backflow prevention devices. separate irrigation zones for grass and planting beds. and sprinkler heads matched to site and plant conditions shall be installed. Irrigation water shall be applied with goals of avoiding runoff and overspray onto adjacent property. non irrigated areas and impervious surfaces. Response: Landscape /Irrigation sub contractor will provide plan as separate permit. See revised cover sheet, Sheet A0.1 noting irrigation plan as deferred submittal. See revised landscape plan, Sheet A1.2, noting these items to be part of the sub - contractor's design. Final approval requires a signed Landscape Declaration attached. Response: The landscape sub - contractor will provide declaration after completion of installation. • • Stantec May 2, 2011 Error! Reference source not found. Page 6 of 7 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: April 26, 2011 PROJECT: SAVERSNALUE VILLAGE @ 16700 SOUTHCENTER PKWY REVIEW #: 1 PERMIT NO: D11 -071 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The City has determined that the subject building has deficiencies on the fire prevention line. Fire Prevention a)There is an 8" Detector Double Check Valve Assembly (DDCVA) in a vault in the parking lot in front of the 16700 building that is overdue for WA State required annual testing. The last test was in December 2009. Please have the backflow tested and submit passing backflow test reports to Public Work. Please have the backflow tested and submit passing test reports. b)There is an internal 8 "fire DDCVA inside the building which is an approved backflow devise but wrongly installed. It is installed vertically however it shall be horizontal. This installation can be modified under a plumbing permit and the retrofit plans shall be prepared, stamped, signed and dated by a Level III certificate of competency holder or by a WA State professional engineer. The internal 8" fire DDCVA indicates that the building has a split fire sprinkler system. The applicant shall determine if a split fire system is necessary or it might be redundant. It might be more economical to have a one fire sprinkler system for the entire building and in this case the internal 8 "DDCVA can be removed under a plumbing permit. Please have your fire prevention designer investigate the options. If you plan to keep the interior DDCVA please obtain a plumbing permit for correct installation. A separate letter addressing backflow deficiencies will be mailed to Rosen Properties, owner's representative on April 27, 2011. • • Stantec May 2, 2011 Error! Reference source not found. Page 7 of 7 I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues for the fire prevention line are resolved. Applicant can post a bond for items a) and b) in the amount equal to 150% of the repair/ removal or reinstallation and testing cost of subject backflows together with a letter stating the reinstallation /removal by July 20, 2011. (W:PW Eng /other /Joanna Spencer /Comments 1 D11- 071PW) Response: GC will address the above deficiencies and complete correct installation(s) prior to Certificate of Occupancy. Sincerely, Karen Wallace, LEED AP Assistant Project Manager Tel: (425) 298 -1064 Fax: (425) 298 -1019 Karen.Wallace @stantec.com Attachment: 2009 Non - Residential lighting form, Sheets A0.1,A0.3, A1.2, A2.3, A2.4, A2.4M, S -1. kaw f:\ project \q- r- s- t\savers\2007861010 tukwila \doc\jurisdiction \permitting \d11 -071 correction letter #1 response.docx April 28, 2011 • Gity of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Karen Wallace Stantec Architecture 12034 134 Court NE — Suite 102 Redmond, WA 98052 RE: Correction Letter #1 Development Permit Application Number D11 -071 Savers/Value Village —16700 Southcenter Py Dear Ms. Wallace, 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 Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Planning Department: Stacy MacGregor at 206 - 433 -7166 if you have any questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. 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, 9DZ/1 Bill Rambo Permit Technician encl File No. D11 -071 W:\Permit Center\Correction Letters \2011\D11 -071 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: April 20, 2011 Project Name: Savers/Value Village Permit #: D11 -071 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. Provide a 2009 Washington State Non - Residential lighting summary compliance form. 2. Structural sheets are missing; please provide those sheets. 3. Provide manufacturers specifications for the new awning with details for anchoring the awning to the building. Details shall specify the type of fabric or materials to be used and show the awning materials meet code requirements for fire resistance rating. Show awning provided with fire sprinklers. 4. Provide the structural details for the loading dock cover. Materials for the construction of the dock cover shall meet code for type II building construction and that which is specified in chapter 603 of the 2009 IBC. Show cover provided with fire sprinklers. 5. Structural calculations provided refer to outdated codes on "General Timber Beam" program sheets. Provide documentation that can be attached to the calculations specifying the calculations provided are in compliance with current 2009 building codes or provide revised sheets referring to the current codes. 6. The offices ceiling details show GWB option to be placed on the top side of the ceiling framing. Please provide an explanation for the use of GWB on top and provide construction details for the light fixtures recessed in the GWB ceiling. Show signage provided on the outside of the walls of those rooms that "No Storage Allowed on the top of the ceiling. 7. Provide structural details for expanding the opening for the new double doors #104. 8. Provide structural details for the new window installation at the loading dock. 9. Identify paths of egress. Emergency lighting shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Specify emergency illumination along the paths of egress per IBC Chapter 1006. (IBC 1006 & 1017.3) DATE: APPLICANT: RE: ADDRESS: PLANNING DIVISION COMMENTS March 23, 2011 SaversNalue Village D11 -071 16700 Southcenter Py Please provide the following information. If you have any questions, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. Include the following notes on your landscape plans: 1. Site preparation and planting of vegetation shall be in accordance with best management practices for ensuring the vegetation's long -term health and survival and shall include incorporation and tilling in of organic material to a depth of 18 inches and mulching. 2. Installation of the landscaping and screening shall be completed and a Landscaping Declaration submitted by the owner or owner's agent prior to issuance of the certificate of occupancy. If necessary due to weather conditions or construction scheduling the installation may be postponed to the next planting season if approved by the Community Development Director and stated on the building permit. A performance assurance device equal to 150% of the cost of the labor and materials must be provided to the City before the deferral is approved. The property owner shall keep all planting areas free of weeds and trash and replace any unhealthy or dead plant materials for the life of the project in conformance with the intent of the approved landscape plan and TMC 8.28.180. Provide Automatic irrigation: 1. All landscape areas shall be served by an automatic irrigation system. Water conservation features such as moisture sensors with automatic rain shut -off devices, automatic timers, pressure regulating devices, backflow prevention devices, separate irrigation zones for grass and planting beds, and sprinkler heads matched to site and plant conditions shall be installed. Irrigation water shall be applied with goals of avoiding runoff and overspray onto adjacent property, non irrigated areas and impervious surfaces. Final approval requires a signed Landscape Declaration attached. • • 10. Reflective ceiling sheet A2.4 shows lighting with letters a,b,c,d,e,f, etc. Include notes in a legend to specify what the lettering is for or what it indicates. 11. Show new offices provided with a source of ventilation per 2009 (WSVAIAQC) Washington State Ventilation and Indoor Air Quality Code. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. I LANDSCAPING DECLARATION declare as follows: 1. I am the a) owner or authorized agent of the owner of the property, or (circle one) b) landscape architect who prepared the approved landscape plan, or c) landscape contractor hired to install the approved plantings, responsible for executing the approved landscape plan for the property located at Tukwila, Washington. 2. The permits obtained for this project include: Building Permit D Land Altering Permit MI - Design Review Permit L Other Permit 3. I certify that the landscaping and irrigation devices shown on the approved landscaping plans for this property have been installed in conformance with those plans as documented in the Landscape Checklist. 4. I understand that changes to any of the following aspects of the approved landscape plan require a revision to the plans and approval by the City of Tukwila. a) Minimum number of trees, shrubs and ground cover; b) Location of required plantings or planting areas; c) Substitution of species required by permit conditions to mitigate environmental impacts; d) Compliance with the Tree Ordinance for sensitive areas. NOTE: If any of these items have been changed do not sign this Declaration until a revised landscape plan has been approved by the Tukwila Department of Community Development. I declare under penalty of perjury under the laws of the State of Washington that the preceding is true and correct. Dated at , Washington. Signature • • LANDSCAPING CHECKLIST Checklist to accompany Landscaping Declaration: Number of Plants Tree Species Number of trees required Number of trees installed Number of existing trees to be preserved Number of existing trees left Shrub Species Number of shrubs required Number of shrubs installed Groundcover Species Number of ground cover plants required Number of ground cover plants installed Yes No ❑ ❑ Size of installed plants is per approved plan. ❑ ❑ Spacing of installed plants is per approved plan. ❑ ❑ Approximate location of trees, shrubs and ground cover is per the approved plan. Note: if the size of the nursery pots of ground cover are increased and therefore fewer pots have been installed attach a description showing how the proposed changes meet Landscape Code standards. Substitutions The following species have been substituted after approval by the Department of Community Development. Number of Plants Approved Species Installed Species Size DATE: PROJECT: REVIEW #: PERMIT NO: PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards April 26, 2011 Savers/Value Village (a, 16700 Southcenter Pkwv 1 D11 -071 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The City has determined that the subject building has deficiencies on the fire prevention line. Fire Prevention a)There is an 8" Detector Double Check Valve Assembly (DDCVA) in a vault in the parking lot in front of the 16700 building that is overdue for WA State required annual testing. The last test was in December 2009. Please have the backflow tested and submit passing backflow test reports to Public Work. Please have the backflow tested and submit passing test reports. b)There is an internal 8 "fire DDCVA inside the building which is an approved backflow devise but wrongly installed. It is installed vertically however it shall be horizontal. This installation can be modified under a plumbing permit and the retrofit plans shall be prepared, stamped, signed and dated by a Level III certificate of competency holder or by a WA State professional engineer. The internal 8" fire DDCVA indicates that the building has a split fire sprinkler system. The applicant shall determine if a split fire system is necessary or it might be redundant. It might be more economical to have a one fire sprinkler system for the entire building and in this case the internal 8 "DDCVA can be removed under a plumbing permit. Please have your fire prevention designer investigate the options. If you plan to keep the interior DDCVA please obtain a plumbing permit for correct installation. A separate letter addressing backflow deficiencies will be mailed to Rosen Properties, owner's representative on April 27, 2011. I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues for the fire prevention line are resolved. Applicant can post a bond for items a) and b) in the amount equal to 150% of the repair/ removal or reinstallation and testing cost of subject backflows together with a letter stating the reinstallation /removal by July 20, 2011. (W:PW Eng/other /Joanna Spencer /Comments 1 Dl 1- 071PW) March 23, 2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Karen Wallace 12034 134 Ct NE, Suite 102 Redmond, WA 98052 RE: Incomplete Letter #1 Development Permit Application D11 -071 Savers/Value Village —16700 Southcenter Py Dear Ms. Wallace, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 17, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Planning Department: Stacy MacGregor at 206 433 -7166 if you have any questions concerning the attached comments. Please address the comment above 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. 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 the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D11 -071 W:\Permit Center \Incomplete Letters Q011011-071 Incomplete Ltr 41.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • PLANNING DIVISION COMMENTS DATE: March 23, 2011 APPLICANT: SaversNalue Village RE: D11 -071 ADDRESS: 16700 Southcenter Py This application is incomplete. Please provide the following information. If you have any questions, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. 1. Show the landscaping to be removed and the required replacement landscape area. Landscaping shall be irrigated and plans shall be drawn by a licensed landscape architect. Landscaping is non - conforming. Any removal of landscape area increases degree of non - conformity and needs to be replaced with same. 2. Show site plan that includes ingress /egress and turning radii for drop -off area. Show drive aisles adjacent to drop -off area and include widths. 3. If any changes are made to the parking stalls due to re- striping, provide plans that show the parking lot changes. 4. Provide paint colors or describe in legend. • • Joanna Spencer - Re: Fwd: Value Village TI @ 16700 SC Pkwy D11 -071 Page 1 of 1 From: Todd Reedy To: Joanna Spencer Date: 03/21/2011 9:03 AM Subject: Re: Fwd: Value Village 11 @ 16700 SC Pkwy D11 -071 Hi Joanna, Regarding the 11 at 16700 SC Pkwy: - Domestic premise isolation RPBA is current, next test due 10/2011. -There is an internal 8" fire DCVA inside the old Toys R Us that is overdue for testing, the last test was 5/2009. -There is an 8" fire DCDA in a vault in the parking lot in front of 16700 that is overdue for testing, the last test was 12/2009. -I could not find a fire department connection on or around the old Toys R Us building. The PIV is on the south side of the building and the fire DCVA is inside the south wall, but I didn't see an FDC. That's all for the Value Viilage 11. e new Toys R Us property at 17501 SC Pkwy I told you I would domestic service premise iso a venters. Suites 300 and there was only an existing RPBA on the service 11 for the former Suite 400 domestic ooking at the consum are only using the Sui e. Don't know if you can do anything about premis install rvice connection. It is a 2" service. et back to ou abou om • in • wring t at remodel uite 300. No RPBA was installed during the for those two services they not being Let me know if you need any additional info, Todd »> Bryan Still 03/18/2011 12:37 PM »> »> Joanna Spencer 03/18/2011 11:47 AM »> Bryan, V Village will be occupying the whole old ToysRus bldg. Are they ok with their backflows? I remember some backflow work was done as part of US Army Recruiters /Old Magnolia HiFi permit. No rush, I'II need this info for Wed morning plan review. Thanks, Joanna PERMANENT FILE COPY D11 •o11 file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4D... 04/25/2011 • • From: Cyndy Knighton To: Joanna Spencer Date: 04/20/2011 2:58 PM Subject: Re: Value Village TI @ 16700 Southcenter Pkwy D11 -071 no. this is retail to retail, no change in use, no concurrency, no impact fees. »> On 04/20/2011 at 2:35 PM, Joanna Spencer <Joanna @ci.tukwila.wa.us> wrote: > Cyndy, > Value Village is moving into the old Toys R Us store space > and will occupy the same sq footage. Toys R Us was vacant for less than a > year. > Does V Village need to do Traffic Conc Test application. > Thanks, > Joanna PERMANENT FILE COPY D1k07( oPE kd'T PLAN REVIEW /RO • NG SLIP ACTIVITY NUMBER: D11 -071 DATE: 08 -02 -11 PROJECT NAME: SAVERSNALUE VILLAGE SITE ADDRESS: 16700 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: Im kr ilding Division �ublic Works 4/\ /VA F re Prevention Structural o-1( JR- N/4 Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 08-04 -11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-01-11 Approved Approved with Conditions n 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 ERMIT COORD COPY 410 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -071 PROJECT NAME: SAVERSNALUE VILLAGE DATE: 06/06/11 SITE ADDRESS: 16700 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS. 1L kf 0.' Building Divis'on Public Works n)//r tr(.5t( Fire Prevention Structural g.0� Plannin Ivision Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 06/07/11 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 n Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07/05/11 Not Approved (attach comments) n DATE: Permit'Center Use Only • . • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -071 DATE: 05 -13 -11 PROJECT NAME: SAVERS/VALUE VILLAGE SITE ADDRESS: 16700 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: bu li ding'D[vision Public Works n Fire Prevention Structural Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05-17-11 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 06 -14 -11 Not Approved (attach comments) 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 CEO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -071 DATE: 05 -02 -11 PROJECT NAME: SAVERSNALUE VILLAGE SITE ADDRESS: 16700 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: LC Building time Division V, Public Works Fire Prevention Structural ; vv 'VIG OS`OS'61 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-03-11 Complete Incomplete n 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 No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 05-31 -11 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 slip.doc 2 -28 -02 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -071 DATE: 04 -07 -11 PROJECT NAME: SAVERSNALUE VILLAGE SITE ADDRESS: 16700 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPAR ATdin JSS c Public Works MEN S: Fire Prevention Structural c,Vv� 6tiffilveA 41. l I Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04-12-11 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 Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05-10-11 Not Approved (attach comments) DATE: Permit Center Use Only 4 CORRECTION LETTER MAILED: 1 — 4 k Departments issued corrections: Bldg/ Fire ❑ Ping Staff Initials: WC- Documents /routing slip.doc 2 -28 -02 OPERMITCOORDCOPY0 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -071 DATE: 03/17/11 PROJECT NAME: SAVERS /VALUE VILLAGE SITE ADDRESS: 16700 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works 'F11'e PrevMtionJ Structural St/ c1e• Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE: 03/22/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: 173:VA LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping T PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/19/11 Approved ❑ Approved with Conditions n 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 PROJECT NAME: 9k SITE ADDRESS: PERMIT NI Dl l� P� ORIGINAL ISSUE DATE: rY12� II REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS 1 OUl OLP [I Uat^ ak [ Received by: ',%19/Z? b Summary of Revision: 9-6./ ISE CC 0bt 2 1/0CItn'0W Received by:1406ey/ /graz, REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS /— S-I-A\ C21/0- 4 in Summary of Revision: K e 2-2-a h i Al ` 1S . (n t A,4-$ •d 1 s 4t,vr1 Co■sAvv t -4,-, Received by: ',%19/Z? b (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: (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: (please print) • City of Tukwila REVISION SUBMITTAL 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8/2/11 Plan ChecklPermit Number: DI1 -071 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # 2 after Permit is Issued m Revision requested by a City Building Inspector or Plans Examiner Project Name: SaversNalue Village Project Address: 16700 Southcenter Parkway Contact Person: Karen Wallace Phone Number: (425) 298 -1064 Summary of Revision: Mezzanine was not shown correctly on original plans. Mezzanine location has been udpated to show as built existing condition. This affects the wall connection. Revised detail 10/A4.1 shows new connection. Also, mezzanine offices and storage areas will no longer be constructed as part of this permit and have been removed from the plans. See revised plans A2.3 and A2.3M. Revision dated 8/1/11, and number Rev 2 on title block. Dave Larson is aware of this revision as well as Carol Martin. RECEIVED V OF TWO/v(1A 011 PERMrr CENTER Sheet Number(s): A2.3, A2.3M, A4.1 "Cloud" or highlight all areas of revision including date of revise Received at the City of Tukwila Permit Center by: Entered in Permits Plus on I HAApplications Applications On Line 12010 Applications v -2010 - Revision Su6rmtlaLdoc Created 8 -13 -2004 Revised: 7 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Web site: http: //www.citukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa., etc. Date: 6/6/11 Plan Check/Permit Number: 011 -071 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: SaversNalue Village Project Address: 16700 Southcenter Parkway Contact Person: Karen Wallace Phone Number: (425) 298 -1064 Summary of Revision: Revised exit door location. Previous door location was a conflict with the existing stairs handrail extension. Added door to door schedule. Revision dated 5/31/11 Client Rev #1 on title block. Sheet Number(s): A0.3, A2.3, A5.2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:1ApplicatlonsWForms- Applications On Ii e12010 Applications \7 -2010 - Revision Submittal.doc Created: 8-13-2004 Revised 7-2010 • • 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 RECEIVED MAY 132011 'ERMIT CENTEF Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan ChecWPermit Number: D 1 1-071 ❑ 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: Savers /Value Village Project Address: Contact Person: 16700 Southcenter Py WW1(ce_ Phone Number: 7e $ 2 ti e/(96 « Summary of Revision: Sheet Number(s): D.1 A-0.3 /9-02. "Cloud" or highlight all areas of revision ncluding d Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ) / ? r ( 1 e o revision \applications \forms - applications on line \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.lukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D11-071 ❑ 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: Savers /Value Village Project Address: 16700 Southcenter Py �( gel /O(o Contact Person: �aien W ,aC& Phone Number: I A�� � q RECENED CITY OF TUIONAA MAY .0.22011i PERMIT CENTER Summary of Revision: A ad red Torre 6-f) bv►S, Set a- -G-luct) hao sub Sheet Number(s): /gel, r,03, JT /,.7) A-07g, A..2. Ac,?. wN/.CS / no rev 1144 "Cloud" or highlight all areas of revision including date of revis n pew OS $e Received at the City of Tukwila Permit Center by: IS—.Entered in Permits Plus on \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: V • • 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.tukwita.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D11-071 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Savers /Value Village Project Address: 16700 Southcenter Py Contact Person:Oi I/1/LU6t&_ Phone Number: To2S . JO -/06 Summary of Revision: I. A-kW skf color Swa4 lies ik CI udJd . S - e� 19-s.1 re v kd k s [ d 1ic1 vote, pet/, nii`S(57 4'i , k °Tj - Grni- Sheet Number(s): AO. 1) l"T I, C) AS f "Cloud" or highlight all areas of revision including date of rgy sion, MEWED Received at the City of Tukwila Permit Center by: ' ' ; � OnV OF mem IN Entered in Permits Plus on APR .0.7 2011 PERMIT CENTER \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pr ter Friendly Page 1 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 INTERSTATE CONST GROUP INC UBI No. 602339476 Phone 2534350949 Status Active Address 437 29Th St Ne, Ste F License No. INTERCG974QR Suite /Apt. License Type Construction Contractor City Puyallup Effective Date 11/19/2003 State WA Expiration Date 11/19/2011 Zip 98372 Suspend Date County Pierce 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 PACIFIF915DU PACIFIC INTERSTATE FCLTY CNTRS Construction Contractor General Unused 3/31 /2009 3/31 /2011 Expired Business Owner Information Name Role Effective Date Expiration Date PRESCOTT, LARRY President 11/19/2003 Amount LORENZ, KENNETH Vice President 11/19/2003 624099945002 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 CBIC SF2715 11/13/2003 Until Cancelled $12,000.00 11/19/2003 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 7 WESTCHESTER 624099945002 11/18/2009 11/18/2011 $1,000,000.00 11/18/2010 FIRE INS 6 CHARTER OAK 526D990000F 11/18/2007 11/18/2009 $1,000,000.0010 /29/2008 FIRE INS CO 5 GREAT AMERICAN INS GLP9252761 11/18/2007 11/18/2008 $1,000,000.00 11/08/2007 GREAT 4 AMERICAN E & S GL0566441903 11/18/2006 11/18/2007 $1,000,000.0011 /09/2006 INS CO 3 GREAT AMERICAN E & S GL05664419- 11/18/2005 11/18/2006 $1,000,000.0011 /18/2005 INS CO 02 GREAT 2 AMERICAN E e S GL0566441901 11/18/2004 11/18/2005 $1,000,000.00 11/02/2004 INS CO 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 http s : / /fortre s s. wa. gov /l ni/bb ip /Print. aspx 05/25/2011 EXTRA HARD USAGE TYPE "SO" CORD WITH GROUND AS REQUIRED CABLE CONNECTOR WITH WIRE MESH GRIP (TYPICAL) `v? TYPICAL DROP OUTLET JUNCTION BOX, SUPPORT FROM STRUCTURE PER NEC DATA OUTLET CABLE CONNECTOR WITH WIRE MESH GRIP (TYPICAL) WIRE MESH STRAIN RELIEF GRIP SECURED TO CEILING DOUBLE DUPLEX WITH A DUPLEX OUTLET ON EACH SIDE WITH WIRE MESH GRIP. WOODHEAD TYPE "3080 -10" PLUS GRIP OR EQUAL SCALE: NTS MEZZANINE ABOVE 201 STAIRWELL HALLWAY 132 E 24° AFF, TYP 4" AT EXTERIOR LOADING DOCK LOCAL 12' -0" LOCAL 101 dia o° AFF, TYP AT EXTERIOR LANDINGS, UNO COVERED DOCK 25' -7" r 1 ❑K RECEIVING 103 ) 00 4x5 4x5 4x5 4x5 4x5 4x5 ,e• AFF FLOOR PLAN EXIT VESTIBULE 00 106 CC -2 106B Q 106A CC -1 1036 AFF �- in 51" AFF, TYP 0 35 N AT EXTERIOR BALE TRAILER LOADING DOCK WALK -ON COMPACTOR rLI Inkr- DISC° MERCANTILE PRODUCTION TYP. 0 TYP. ALL AREAS m AFF1 9y E0 0 00 AFF 4y MERCANTILE 101 CC -2 m MEZZANINE ABOVE ( 201 ) E m m m m m CO I 11111111111211111 u m111° CUTLET Off 1S' AFF O 0 3 6 9 12 SCALE: 3/32 " =l' -0" 24 36 p): 107 w CC -2 CC -2 MANAGER'S JUMP START OFFICE OFFICE • -x h'. ENTRY :i VESTIBULE 107 CO �.m IyL F fl*- 5 -11' AFF, TYP AT EXTERIOR r 7 K1NO ddo -doaa NOI!VNOG K ❑K ❑K ❑K ❑K ❑K K K K 0 0 0 0 ❑K 0 0 0 • ❑K 1 • • • L7 ❑K MERCANTILE PRODUCTION 102 ) CC -1 MEZZANINE ABOVE 26 ELECTRICAL 114 18' AFF 0 BREAK ROOM ( 121 ) CC -2 [t • • • CURETS €140', W. anlT% =I • 124 • E • 201 t SEE/AT-161: PERt1.4IT t viz U ;ED FOR: ietlechanical t�' Electrical Plumbing fas Piping of Tukwila TIC..1 DIVISION REVISIONS No changes shall be made to the scope of work Without prior approval of '+Tukw.vila :� Building Division. t •T� : Revisions will require a new 'e es f .tru l and may include add onal plan review fees. FELE COPY Permit No ID v..o-l1 PIS^ review approval is subject to errors and omissions. of construction documents does not authorize 1' t‘ ..:oiai.lort of any adopted code or ordinance. Receipt c: 2pproved I`ie py an onditions is acknowledged: CC -2 105 3 m 0 HALLWAY 105 JANITOR By Date: 8A0-0i 1 City Of Tukwila BUILDING DIVISION 000 u©000 E MEN'S ROOM ®o0000 WOMEN'S ROOM 122 00000 REVIS% N0:? REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2011 City of Tukwila BUILDING DIVISION iz\ SHEET NOTES 1. ALIGN FINISHED SURFACES. 2. (N) WALL FINISH, SEE FINISH SCHEDULE. 3. 30" AFF PLAM WORK SURFACE COUNTER TOP. SEE DETAIL 1/A4.1. 4. (E) WALL FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 5. RESTROOM ACCESSORIES PER DETAIL 9/A4.1. 6. (E) FLOOR FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 7. (N) FLOOR FINISH, SEE FINISH SCHEDULE. 8. REPAIR ANY AND ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE MATCH. ALL WALL PENETRATIONS MUST BE MADE TO LOCAL AND NATIONAL BUILDING CODES AND STANDARDS. 9. EXISTING MOP SINK AND FAUCET TO REMAIN. REMOVE EXISTING SHELVING. 10. MURAL, FTIT. 11. FURR OUT RETAIL AREA EXTERIOR WALLS, TO FACE OF COLUMNS, TO 12' -6" AFF. 12. NEW COMPACTOR, FTIT, ON EXISTING CONCRETE SLAB. 13. WRAP ALL COLUMNS AT SALES FLOOR w/ 20 GA STAINLESS STEEL TO MATCH EXISTING STAINLESS STEEL WRAPS IN FINISH AND HEIGHT. CAULK TOP & BOTTOM w/ SILVER CAULKING (DO NOT INSTALL RUBBER BASE ON COLUMN WRAPS). SEAMS TO OVERLAP. GC TO VERIFY COLUMN LOCATIONS AND NOTIFY ARCHITECT AND OWNER OF ANY (E) COLUMN LOCATIONS NOT SHOWN ON DRAWINGS. 14. PROVIDE AND INSTALL NEW DOOR BUZZER BUTTON ON EXTERIOR WALL AT CDC DROP -OFF DOOR - NuTONE LA201 & BUTTON. TWO BUZZERS ARE TO BE INSTALLED: 1 BUZZER IS TO BE INSTALLED ON POWER POLE AT CASHWRAP COUNTER #1 & 1 BUZZER IS TO BE INSTALLED IN PRODUCTION ROOM AT 9' -0" AFF. PROVIDE OUTLETS. 15: VENDING MACHINES BY TENANT. 16. EXPAND EXISTING DOOR OPENING TO ACCOMMODATE NEW DOUBLE -DOOR, SEE DOOR SCHEDULE. 17. CASH WRAP, FTIT, PROVIDE POWER /DATA PER PLAN. 18. NEW (1) ACCESSIBLE AND (6) STANDARD FITTING ROOMS, FTIT. 19. CONTRACTOR TO VERIFY EXISTING OR INSTALL NEW RESTROOM FIXTURES TO MEET ALL APPLICABLE CODES. SEE DETAIL 9/A4.1. PARTITIONS TO REMAIN. SPOT REPAIRS IN RESTROOMS. INSTALL RESTROOM SIGNS AS REQUIRED TO MEET LOCAL CODES, SEE 12/A4.1. ALL EXISTING AND NEW PLUMBING TO MEET LOCAL PLUMBING CODE. 20. GC TO PROVIDE COMMERCIAL GRADE STRIP CURTAIN. 21. CONTRACTOR TO PROVIDE AND INSTALL ONE POWER POLE AT EACH CASH WRAP: WIREMOLD 25 DTC -415. EACH POLE TO RECEIVE ONE DEDICATED 20 AMP CIRCUIT. ELECTRICAL IS TO BE RUN IN EMC WITH A 24" WHIP AT THE BOTTOM OF THE POWER POLE, AT THE END OF THE EMC IS TO BE A 4 -PLEX OUTLET THAT IS TO BE SCREWED TO THE CASH WRAP. ALUMINUM POLES REQUIRE NO PAINT. 22. CONCRETE PLATFORM. SEE SITE PLAN FOR FURTHER DETAIL. 23. 44" WIDE PAINTED AISLE, MARKED "KEEP AISLE CLEAR ". 24. SIGNAGE TO BE PROVIDED, INSTALLED AND PERMITTED BY SIGN VENDOR, NIC. CONTRACTOR TO PROVIDE: POWER FOR ALL STOREFRONT SIGN LOCATIONS, PHOTO CELLS FOR SIGNS FOR ALL LOCATIONS AND FINAL CONNECTIONS FOR ALL SIGNS. 25. NEW SINK (KOHLER STACCATO STAINLESS STEEL 4 -HOLE SINK MODEL 3362 -4) w/ FAUCET (PRICE PFISTER HARBOR CHROME TWO HANDLE MODEL 036 -CL4C) & INSTA -HOT (IN- SINK- ERATOR MODEL H770). TIE INTO (E) SUPPLY, WASTE, AND VENT LINES PER LOCAL CODE REQUIREMENTS. NEW CABINETS. 26. INSTALL PHONE BD (4'x8'x1/2" PLYWD) IF NOT (E). PROVIDE OUTLET NEXT TO PHONE BD. 27. (E) RESTROOM PARTITIONS TO REMAIN. (E) LAVATORY COUNTER TO REMAIN. REPLACE COUNTERTOP PLAM TO MATCH EXISTING. 28. PROVIDE & INSTALL DOOR BUZZER BUTTON AT LOADING DOCK DOOR. INSTALL BUZZER DIRECTLY INSIDE LOADING DOCK DOOR AT 9' -0" AFF. 29. PROVIDE CLEAR PLASTIC LOCKING COVERS ON ALL THERMOSTATS (TYPICAL AT ALL LOCATIONS). 30. SPEED RAIL FTIT. 31. PROVIDE $3,500.00 MAINTENANCE ALLOWANCE FOR LIFT IN BID. 32. 5 GALLON WATER HEATER ABOVE MOP SINK. GC TO VERIFY IF (E) WATER HEATER IS REUSABLE. 33. EXISTING DRINKING FOUNTAIN TO REMAIN, PER DETAIL 9/A4.1. 34. 2" CONDUIT FOR AIR BELL HOSE FROM INSIDE BLDG TO CDC DRIVE AISLE. PROVIDE OUTLET FOR AIR BELL. 35. TRAILER LOADING LIGHTS, FOSTORIA DKL -40 VA -A, 300 WATT. CONFIRM LOCATION WITH OWNER. 36. PROVIDE POWER TO FORKLIFT CHARGER, LOCATED AT POINT OF USE WITH WHIP TO EQUIPMENT (LOCATION TO BE DETERMINED). PROVIDE POWER AND DISCONNECT TO BAILER (LOCATION TO BE DETERMINED). 37. ADD OR RELOCATE AUDIO AND VISUAL ALARMS AS REQUIRED BY LOCAL JURISDICTION TO PROVIDE PROPER COVERAGE. PROVIDE NEW OR RELOCATE SMOKE DETECTORS AS REQUIRED BY LOCAL JURISDICTION TO PROVIDE PROPER COVERAGE. 38. GC TO PAINT DRIVE -THRU AREA DIRECTLY IN FRONT OF CDC DOORS. 4" YELLOW STRIPES. DRIVE -UP STALL SHALL BE 9' WIDE x 20' LONG WITH A 12" THICK STRIPE AT BOTTOM. STENCIL "DONATION DROP -OFF ONLY" IN 12" BLOCK YELLOW LETTERS IN MIDDLE OF DRIVE -THRU STALL, CENTERED BOTH WAYS. PAINT YELLOW LARGE ARROW DIRECTING TRAFFIC INTO STALL, AND LARGE ARROW DIRECTING TRAFFIC TOWARD MAIN FLOW OF PARKING LOT TRAFFIC. 39. PROVIDE OUTLETS AT VESTIBULE DOORS (INTERIOR SIDE). CONFIRM LOCATIONS WITH OWNER. 40. RELOCATED FIRE DEPT CONNECTION TO BE MOUNTED AGAINST WALL, AS NEEDED TO MEET CODE REQUIREMENTS. 41. SIGN WITH TEXT "NO STORAGE ALLOWED ON TOP OF CEILING" TO BE R'S OFFICE ROOM 111. GENERAL OTES ELECTRICAL SYMBOLS NOTE: WHITE OUTLET PLATES, TYP. FLOOR PLAN LEGEND Y 4 PLEX RECEPTACLES SET AT 42 "AFF TO CENTER UNLESS OTHERWISE NOTED DUPLEX RECEPTACLES SET AT 42 "AFF TO CENTER UNLESS OTHERWISE NOTED INDICATES TELEPHONE RECEPTACLE 60" AFF TO CENTER UNLESS OTHERWISE NOTED INDICATES DATA RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED INDICATES DATA / VOICE RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED n TICKET MACHINES ® TIME CLOCK ® NOT USED ® PTZ CEILING OUTLET ® CASH WRAP POWER POLE • SUSPENDED DUPLEX OUTLET W/ J -BOX FOR DATA AT BOTTOM OF ROOF JOIST (SEE DETAIL 1/ -) F,E EXISTING PARTITION TO REMAIN EXISTING BUILDING SHELL WALL NEW PARTITION, SEE DETAIL 10/A4.1 CLASS 2A FIRE EXTINGUISHER. GC TO CONFIRM LOCATIONS WITH SAVERS CM AND FIRE MARSHALL. PROVIDE 1 FOR EVERY 3,000 SF AND VERIFY ALL PORTIONS OF THE OCCUPANCY ARE WITHIN 75' OF TRAVEL TO A FIRE EXTINGUISHER. E CC -1 CC -2 1, • +zf_�z� EXISTING FLOOR FINISH. CC -1 FLOOR FINISH, SEE FINISH SCHEDULE. CC -2 FLOOR FINISH. SEE FINISH SCHEDULE. FBO. 1. ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED w/ 3-1/2", 20 GA METAL STUDS © 16" OC w/ 5/8" TYPE "X" GYPSUM WALL BOARD ON EACH SIDE. 2. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWINGS. 3. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL EXISTING PARTITIONS. 5. ALL WOOD OR PLYWOOD BLOCKING TO BE FIRE - RETARDANT TREATED. 6. REPAIR ALL CRACKS, HOLES, OR DEFECTS IN CONCRETE SLAB THROUGHOUT SPACE TO ACHIEVE A SMOOTH FLOOR SURFACE AND PREPARE TO RECEIVE LEVELLING COMPOUNDS AND NEW FLOOR FINISH WHERE APPLICABLE. REPAIR ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE. PATCH AND REPAIR EXISTING GWB WALLS TO REMAIN THROUGHOUT SPACE TO ACHIEVE A SMOOTH SURFACE AND PREPARE TO RECEIVE NEW FINISH. 9. RETAIL AREA TO HAVE A LEVEL FINISH FLOOR. RECEIVED 10. BACK OF HOUSE AREA TO HAVE A MIN. OF FIRE TAPE FINISH THROUGHOUT. AUG 02 2011 PAINT WALLS PER FINISH SCHEDULE PERMIT CENTER RE: A5.1 FOR INTERIOR WALL DESCRIPTIONS & DETAILS. 11. 12. 13. GC TO VERIFY MEN'S AND WOMEN'S RESTROOMS COMPLY WITH THE MOST RECENT BUILDING CODES. RE: COVER SHEET AND RESTROOM INTERIOR ELEVATIONS. 14. ALL NEW GYPSUM BOARD TO RECEIVE A LEVEL 4 FINISH (SMOOTH WALL). U'O'm•7I REVISION CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com A 8/1/11 As built update DJW A 5/31/11 Client Rev ill DJW - 5/25/11 Construction Set DJW A 5/13/11 PERMIT RE- SUBMITTAL DJW A 5/2/11 PERMIT RE- SUBMITTAL DJW - 4/11/11 BID SET DJW Q 4/7/11 PERMIT REVISION DJW - 3/16/11 PERMIT SUBMITTAL DJW 0 DATE REVISIONS /MLESTONES MGR DO NOT UIE MEN NRALJD FOR OON9TFt1JDilON mom AND DATA DAB JOBS DRAMA CFEATED 03.0111 SEAL: 4980 t. = GISTERED Div - N W. JOHNSON ATE OF WASHINGTON AUG 01 2011 DRAWING TITLE: FIRST FLOOR PLAN SHEET NO.: I..: A2•3 1'. ( 201 ) 1 =1 1'1 1;1 18 f J I 100 11 1.1 I.1 I E TYP THROUGHOUT MEZZANINE AREAS MEZZANINE FLOOR PLAN a�ss, 36 SCALE: 3/32 " =1' -0" MEZZANINE 7 (':'-.! 000 (hi >1 i .1 ri i 11 1,1:1 1 <1 t:! REVISIOK KO!- SHEET NOTES 1. PROVIDE SWING GATE AT RAILING ALONG OPENING TO FLOOR BELOW. PROVIDE ALTERNATE BID TO INFILL FLOOR AND REMOVE RAILING. 2. (N) WALL FINISH, SEE FINISH SCHEDULE. 4. (E) WALL FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 5. (E) FLOOR FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 6. REPAIR ANY AND ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE MATCH. ALL WALL PENETRATIONS MUST BE MADE TO LOCAL AND NATIONAL BUILDING CODES AND STANDARDS. ALIVI\ 1 Ir \IJI ILV VVI \1 I"1v VV. SHELVING, CUBICLES AND EQUIPMENT IN IT OFFICE, FTIT. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2011 City of Tukwila BUILDING DIVISION GENERAL NOTES ELECTRICAL SYMBOLS Y T 4 PLEX RECEPTACLES SET AT 42 "AFF TO CENTER UNLESS OTHERWISE NOTED DUPLEX RECEPTACLES SET AT 42"AFF TO CENTER UNLESS OTHERWISE NOTED INDICATES TELEPHONE RECEPTACLE 60" AFF TO CENTER UNLESS OTHERWISE NOTED INDICATES DATA RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED INDICATES DATA / VOICE RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED NOTE: WHITE OUTLET PLATES, TYP. @ TICKET MACHINES ® TIME CLOCK ® NOT USED PTZ CEILING OUTLET n CASH WRAP POWER POLE SUSPENDED DUPLEX OUTLET W/ J -BOX FOR DATA AT BOTTOM OF ROOF JOIST (SEE DETAIL 1 / -) 0/ 0.., FE FLOOR PLAN LEGEND EXISTING PARTITION TO REMAIN EXISTING BUILDING SHELL WALL NEW PARTITION, SEE DETAIL 10/A4.1 CLASS 2A FIRE EXTINGUISHER. GC TO CONFIRM LOCATIONS WITH SAVERS CM AND FIRE MARSHALL PROVIDE 1 FOR EVERY 3,000 SF AND VERIFY ALL PORTIONS OF THE OCCUPANCY ARE WITHIN 75' OF TRAVEL TO A FIRE EXTINGUISHER. E CC -1 CC -2 Sv -1 LLLLLLLL LLLLiL.LL LLLLLL EXISTING FLOOR FINISH. CC -1 FLOOR FINISH, SEE FINISH SCHEDULE. CC -2 FLOOR FINISH. SEE FINISH SCHEDULE. SV -1 FLOOR FINISH, SEE FINISH SCHEDULE 1. ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED w/ 3-1/2", 20 GA METAL STUDS @ 16" OC w/ 5/8" TYPE "X" GYPSUM WALL BOARD ON EACH SIDE. 2. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWINGS. 3. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL EXISTING PARTITIONS. 5. ALL WOOD OR PLYWOOD BLOCKING TO BE FIRE - RETARDANT TREATED. 6. REPAIR ALL CRACKS, HOLES, OR DEFECTS IN CONCRETE SLAB THROUGHOUT SPACE TO ACHIEVE A SMOOTH FLOOR SURFACE AND PREPARE TO RECEIVE LEVELLING COMPOUNDS AND NEW FLOOR FINISH WHERE APPLICABLE. 7. REPAIR ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE. 8. PATCH AND REPAIR EXISTING GWB WALLS TO REMAIN THROUGHOUT SPACE TO ACHIEVE A SMOOTH SURFACE AND PREPARE TO RECEIVE NEW FINISH. 9. RETAIL AREA TO HAVE A LEVEL FINISH FLOOR. 10. BACK OF HOUSE AREA TO HAVE A MIN. OF FIRE TAPE FINIRECE1VED THROUGHOUT. AUG 0 2 2011 11. PAINT WALLS PER FINISH SCHEDULE 12. RE: A5.1 FOR INTERIOR WALL DESCRIPTIONS & DETAILS. PI`ITTE 13. GC TO VERIFY MEN'S AND WOMEN'S RESTROOMS COMPLY WITH MOST RECENT BUILDING CODES. RE: COVER SHEET AND RESTROOM INTERIOR ELEVATIONS. 14. GC TO VERIFY MEN'S AND WOMEN'S RESTROOMS COMPLY WITH THE MOST RECENT BUILDING CODES. RE: COVER SHEET AND RESTROOM INTERIOR ELEVATIONS. 15. ALL NEW GYPSUM BOARD TO RECEIVE A LEVEL 4 FINISH (SMOOTH WALL). CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com 2 BM A. bull wads DJN awn Clint Rw DJN 111 Cand M on til DJN atom DJN frRFa urr L WWII PEW RFeENtf ITAL DJN A U1Vn BD BET DJW 1 4/7111 PET AMNON DJN 3/is/n DJN M UT BiwrrAL 0 DATE DO NOT UBE MEN MOWED FOR CONMCDON MOD NC DATED DAB JOB MAC 2007861010 DRAMA CREATED' o3.ot11 SEAL: 4980 GISTERED • 'N W. JOHNSON ATE OF WASHINGTON AUG 01 2011 DRAWING 11TLE MEZZANINE FLOOR PLAN SHEET NO.: A2.3M 0 I N Ce J U \ \ \ FRP TO BOTTOM OF UPPER CABINETS AND WIDTH OF CABINETS 3/4" PLAM. BACKSPLASH, FINISH PER PLAN ADA SINK BASE CABINET jSCALE: 1"=1'-0" SINK, MAXIMUM OF 6 1/2" DEEP 3/4" COUNTERTOP, FINISH PER ELEVATION INSULATED WRAP /KIT AT EXPOSED WASTE & SUPPLY PIPES HATCHED AREA INCICATES CLEARANCE REQUIRED FOR ACCESSIBILITY 3/4" DOOR, FINISH PER ELEVATION DOOR OPENS 180' EXTEND FLOORING & BASE TO CABINET INTERIOR FACE OF WALL MANUFACTURED CASEWORK W/ FORMICA. COLOR 7813 -58 CARDBOARD SOLIDS SEE FIXTURE PLAN T.O. COUNTER PROVIDE EASED EDGE GROMMET HOLE, 4' -O" OC 3/4" X 2 -1/2" WOOD SUPPORT POWER /DATA /PHONE CONNECTIONS, TYP. SEE SHEET A2.3. 1" THK. PARTICLE BD. INTERMEDIATE WING WALL SUPPORTS EQUALLY SPACED (5' -0" O.C. MAX) FULL PANEL AT EACH END. PAINT TO MATCH WALL 2' -6" COUNTER 2" . _ 3" SECTION - OFFICE WORK SURFACE SCALE: 1 -1/2" = 1' -0" 1' -0" SEE SHEET A2.3 FOR QTY. AND HGTS. 1' -4" CLEAR P. LAM AT ALL EXPOSED SURFACES LOW PRESSURE LAM AT CABINET INTERIOR DRILL FOR METAL PIN SHELF SUPPORTS WIRE PULL 3/4" ADJUSTABLE SHELF 8 CLOSED UPPER CABINET SCALE: 1"=1'-0" N Lc) N 17 " -19" 1 i+) ft MIN: X 0 HI -LO DRINKING FOUNTAIN 2' -0" INSULATION KIT 0 I SOAP X a N 0 1- X REFLECTIVE SURFACE 6" \AA) NOTE: GC TO PROVIDE FIRE RETARDANT WOOD BLOCKING AT ALL TOILET ACCESSORIES. 1 17" \ \ \ LAVATORY RESTROOM ACCESSORIES ELEVATION 25' MIN. MAX. ADA DOMESTIC WATER AND WASTE PIPE PROTECTION 8" MIN. 6" MAX. FLUSH CONTROL VALVE TO BE NO HIGHER THAN 44" AFF. Mg.P.1 0 0 M SANITARY NAPKIN DISPOSAL P LOCATE FLUSH VALVE THIS SIDE, CONTROL TO BE NO HIGHER THAN 44" AFF_ SCALE: 1/2 " =1' -0" URINAL B TOILET HAND DRYER H HAT & COAT HOOK 54" BABY CHANGING STATION / 12" / / MAX. MIN 42" MIN 39 " -41" 7" MIN //) it) GRAB BAR: 36" (HORIZ) A GRAB BAR: 42" (HORIZ) VERT GRAB BAR: 18" (IF REQ BY CODE) II A O co 1 M TOILET SEAT COVER DISP TOILET PAPER DISPENSER U z J -J 0 0 PRINTER CART TICKET CART U J J 0 CC ROLLING RACK ROLLING RACK PRINTER CART TICKET CART N\ A / 3'x10' SORTING TABLE CO - 0 -H 0 L_ — J 3'x10' SORTING TABLE "v 0 POWER SUPPLY CONDUIT TO RUN FROM CEILING MOUNTED J -BOX TO OUTER EDGE OF SPEED RAIL SYSTEM J HANGER STORAGE r.i CENTER POWER & DATA BETWEEN HANGER BARS (TYP) TENNIS BALL 1 MOUNT POWER /DATA BOXES TO FACE SORTING TABLES GAP BETWEEN POWER /DATA BOXES TO BE CLOSEST TO ADJACENT WALL, TYP. HANGER BARS SAVERS DIRECT PRINT SYSTEM DIAGRAM SCALE: 1/4" = 1' -0" 1 DATA POWER SUPPLY CONDUIT TO RUN ALONG TOP OF RAIL POWER (2 DEDICATED CIRCUITS, A/B ON ONE, C ON THE OTHER, C BEING CLOSEST TO WALL) STRAIN RELIEF CLIP (MOUNT VERTICALLY) PROVIDE DUPLEX OUTLET AT EACH MICROWAVE SHELF PROVIDE (3) DUPLEX OUTLETS AT BREAK COUNTER SURFACE MOUNTED STANDARDS W/ SOLID SHELVES MICROWAVES BY OWNER II II II 11 PROVIDE 48" DUPLEX FOR REFRIGERATORS ND VENDING MACHINES 1 r- 1 2' -0" 11' -0" 9' -0" 5' -0" I. 2' -O" I. PROVIDE GFI OUTLET & INSTA -HOT UNDER SINK BREAK ROOM ELEVATIONS NOTE: SEE FLOOR PLANS FOR ACTUAL FIXTURE LOCATIONS. SEE SCALE: 3/8 " =1' =0" ALSO ELECTRICAL DRAWINGS. ES RESTROOM ACCESSORIES .N.O. 0 FRP TO BOTTOM OF UPPER CABINETS AND WIDTH OF CABINETS 3/4" PLAM. BACKSPLASH w/ PLAM. FINISH PER ELEVATIONS 3/4" COUNTERTOP w/ PLAM. FINISH PER ELEVATIONS DRAWER w/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE DRILL FOR METAL PIN SHELF SUPPORTS, TYP. 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR w/ PLAM. FINISH PER ELEVATIONS BASE, AS SCHEDULED BASE CABINET w/ DRAWER SCALE: 1"=1'-0" w 0- O U w 1— (E) (E) (R) (R) (R) (R) (R) (E) (R) (N) (R) (F) (F) (R) (E) (N) A B 11 El P L0 NOTES: GRAB BAR - 42" LONG, #B -6106 SERIES GRAB BAR - 36" LONG, #B -6106 SERIES TOILET SEAT COVER DISPENSER, #B -221, FTIT SANITARY NAPKIN DISPOSAL, #B -270, FTIT TOILET PAPER DISPENSER, CINTAS, FTIT HAT & COAT HOOK, #B -6827, FTIT SINK MIRROR, #B -290 2448 WASTE & HOT WATER PIPE INSULATION KIT - WHITE COVER SOAP DISPENSER, CINTAS, FTIT HAND DRYER, #B -708 BABY CHANGING STATION, RUBBERMAID #7818 TOILET W/ MANUAL FLUSH URINAL W/ MANUAL FLUSH LAVATORY & FAUCET HI -LO DRINKING FOUNTAIN GRAB BAR - 18" LONG 1. THE MANUFACTURER FOR THE ABOVE ACCESSORIES WILL BE BOBRICK CLASSIC SERIES, UNO. 2. FOR BOBRICK ACCESSORIES, THE FINISH WILL BE STAINLESS STEEL WITH SATIN. UNO. LEGEND: (N) = NEW FIXTURE (E) = EXISTING FIXTURE. RETAIN IF IN GOOD CONDITION, REPLACE WITH NEW IF IN POOR CONDITION (R) = REPLACE EXISTING FIXTURE WITH NEW (F) = RETAIN EXISTING FIXTURE. INSTALL NEW FLUSH VALVE TO MATCH EXISTING. GENERAL NOTES DIMENSIONS ARE TO FACE OF FINISH. WOOD BLOCKING, INSTALLED INSIDE WALL TO SUPPORT GRAB BARS AND OTHER WALL MOUNTED FIXTURES, SHALL BE FIRE TREATED. 8" MIN: TOP OF FRP WAINSCOT KRONOS W 0 0- J CC 0 LLJ a. - -cc o 0 BREAK ROOM KRONOS CONFIGURATION L. o 9" OC (2) 3" CONDUIT WITH BUSHING. SURFACE MOUNT @ 84" AFF. EXTEND TO DECK @ SALES FLOOR SIDE OF WALL 4PLEX RECEPTACLE L. L. CO N 0 W 0 a a 4PLEX RECEPTACLE MANAGER'S OFFICE CONDUIT CONFIGURATION MANAGER'S OFFICE TYPICAL OUTLETS OFFICE AND BREAK ROOM OUTLET AND SWITCH CONFIGURATIONS SCALE: 1/2"=1'-0" WOOD CAP 8' -0" AFF t 3 -5/8" 25 GA MTL STUDS CO 24" OC WITH 1/2" GWB EACH SIDE 3 -5/8" TRACK, ATTACH TO SLAB WITH 3/4" SHOT PINS @ 24" OC NOTE: TOP LAYER OF GWB OPTIONAL AT OFFICES CEILING: 3 -5/8" MTL JOISTS 0 24" OC, ALIGNED WITH WALL STUDS BELOW, WITH 1/2" GWB EACH SIDE PARTIAL HT WALL: SILL HT @ + 8' -0" SCALE: 1-1/2"=1'-0" WALL TYPES SCALE: AS NOTED LINE OF CEILING (WHERE OCCURS) 3 -5/8" 25 GA MTL STUDS @ 24" OC WITH 1/2" GWB EACH SIDE !3 -5/8" TRACK, ATTACH TO SLAB WITH 3/4" SHOT PINS @ 24" OC PARTITION TO 3" ABOVE CEILING SCALE: 1-1/2"=1'-0" WALL TYPE NOTES: 1. ALL NEW GWB TO RECEIVE A LEVEL 4 FINISH 2. USE WATER RESISTANT GWB AT WET WALLS ONLY METAL BEAD TRIM ±10' -1" AFF 6" 20 GA MTL STUD TRACK (2) 1 -1/4" #6 SCREWS @ 16" OC (EXISTING STUD SPACING) f3' -0" 'ilk"' 1/2" GWB EACH SIDE 3-5/8" 20 GA MTL STUDS @ 16" OC 1-46.; 66 � D 6" OC, , FROM FLOOR SLAB TO TOP OF PARTITION HEIGHT NOTE: SEE FLOOR PLAN FOR ACTUAL FIXTURE LOCATIONS. 1/2" GWB EACH SIDE 6" MTL TRACK, ATTACH TO SLAB WITH 3/4" SHOT PINS @ 16" OC (E) BEAM. GC TO VERIFY LOCATION/ CONNECT ANGLED SOFFIT FRAMING ABOVE BEAM AT EXISTING STUDS. PARTIAL HEIGHT WALL TIED TO MEZZANINE SCALE: 1-1/2"=1'-0" (E) MEZZANINE STRUCTURE 11. Nr—rmviv, P I 6" SLIP TRACK, ATTACH TO STRUCTURE WITH 1 -1/4" #6 SCREWS @ 24" OC 1 DO NOT ATTACH GWB TO SLIP \ TRACK 1 1 1 / /// 1/ LINE OF CEILING (WHERE OCCURS). WHERE OPEN TO STRUCTURE, CONTINUE GWB TO 1" FROM STRUCTURE ABOVE. FULL HEIGHT WALL ROOF STRUCTURE OR UNDERSIDE OF MEZZANINE CONTINUE 1/2 GWB THIS SIDE CONTINUOUS BLOCKING AT SUSPENDED CEILING (WHERE OCCURS) 6" 20 GA MTL STUDS @ 16" OC, FROM FLOOR SLAB TO STRUCTURE ABOVE 1/2" GWB EACH SIDE 6" MTL TRACK, ATTACH TO SLAB WITH 3/4" SHOT PINS 0 16" OC SCALE: 1-1/2"=1'-0" REVISION NO:?- REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2011 City of Tukwila BUILDING DIVISION t:O1 t GRADE 2 J MEN r BRAILLE (WOMEN ADA SIGNS it) 3" /. C ADA ROOM IDENTIFICATION SIGN C LATCH SIDE OF DOOR \- ._ NOTES: 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. . IDENTIFICATION SYMBOLS ARE TO BE CENTERED ON DOOR 60" ABOVE FLOOR AND ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST. . PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. . LETTERS & NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN., SHALL BE A MIN. OF 5/8" HIGH & SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. . BOTH TITLE 24 SIGNS AND ADA SIGNS ARE REQUIRED IN CALIFORNIA. ACCESSIBLE RESTROOM SIGNS SCALE: 1/2"=1'-0" SIGN ■ RAISED CHARACTERS GRADE 2 BRAILLE CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MIN. AND HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO OF BETWEEN 1:5 AND 1:10. THE MINIMUM CHARACTER HEIGHT SHALL BE 3 INCHES AND SANS - SHERIF UPPER CASE. GRADE 2 BRAILLE DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL DOTS SHALL BE RAISED A MINI OF 1/40" ABOVE THE BACKGROUND. CEIV.E SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT AUG 0 2 2O �, TO THE LATCH OUTSIDE THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING min GENIE DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED 0 NEAREST ADJACENT WALL, PREFERABLY TO THE RIGHT. FINISHED FLOOR TACTILE EXIT SIGN DETAIL SCALE: 1/2"=1'-0" CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com A 8Nn a bit wide DJN A EL 1T 41 ----- _ ",..- r. - =aaamaaaaaeh"aaaa ccndrtioron Bet '- =a= =tea =\ 1 - -- - li -\ MU PERM' Ft-aEIIrrmL DJw \ CABINETS WITH "ADJUSTABLE SF \ A.D.A \COMPLIA FAUCET, \ON /OFF CONTROLS aaa — X.' - - -` 11 1 1 1 I DJW n 4NV11 .,,�I i I,,'��� ����.I I-- 417111 Pt3:1fr FLallaaN ,Its A 3/10/11 ♦ ,-- \ \ / -OPEN BA�$E FOF A.D.A.�ACCESS RUB €R BASE , & CT UNDER M C7 3 ° 1.1 �I A1G1Fi DO NOT ME MBE MEAL® FOR OONB1FWC110N Iii 1 JOB NI/A3ER 2007861010 COMM CREA1ED3 03.01.11 SEAL: 4980 — — I _ ` _1 r 1 1 II - - :I I�'`:. ,. ' , 1 �� ._ - -- 1 I.�`--. ,� T---"-----'2L' 72 v1 -6 --- r 5' -0" I. 2' -O" I. PROVIDE GFI OUTLET & INSTA -HOT UNDER SINK BREAK ROOM ELEVATIONS NOTE: SEE FLOOR PLANS FOR ACTUAL FIXTURE LOCATIONS. SEE SCALE: 3/8 " =1' =0" ALSO ELECTRICAL DRAWINGS. ES RESTROOM ACCESSORIES .N.O. 0 FRP TO BOTTOM OF UPPER CABINETS AND WIDTH OF CABINETS 3/4" PLAM. BACKSPLASH w/ PLAM. FINISH PER ELEVATIONS 3/4" COUNTERTOP w/ PLAM. FINISH PER ELEVATIONS DRAWER w/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE DRILL FOR METAL PIN SHELF SUPPORTS, TYP. 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR w/ PLAM. FINISH PER ELEVATIONS BASE, AS SCHEDULED BASE CABINET w/ DRAWER SCALE: 1"=1'-0" w 0- O U w 1— (E) (E) (R) (R) (R) (R) (R) (E) (R) (N) (R) (F) (F) (R) (E) (N) A B 11 El P L0 NOTES: GRAB BAR - 42" LONG, #B -6106 SERIES GRAB BAR - 36" LONG, #B -6106 SERIES TOILET SEAT COVER DISPENSER, #B -221, FTIT SANITARY NAPKIN DISPOSAL, #B -270, FTIT TOILET PAPER DISPENSER, CINTAS, FTIT HAT & COAT HOOK, #B -6827, FTIT SINK MIRROR, #B -290 2448 WASTE & HOT WATER PIPE INSULATION KIT - WHITE COVER SOAP DISPENSER, CINTAS, FTIT HAND DRYER, #B -708 BABY CHANGING STATION, RUBBERMAID #7818 TOILET W/ MANUAL FLUSH URINAL W/ MANUAL FLUSH LAVATORY & FAUCET HI -LO DRINKING FOUNTAIN GRAB BAR - 18" LONG 1. THE MANUFACTURER FOR THE ABOVE ACCESSORIES WILL BE BOBRICK CLASSIC SERIES, UNO. 2. FOR BOBRICK ACCESSORIES, THE FINISH WILL BE STAINLESS STEEL WITH SATIN. UNO. LEGEND: (N) = NEW FIXTURE (E) = EXISTING FIXTURE. RETAIN IF IN GOOD CONDITION, REPLACE WITH NEW IF IN POOR CONDITION (R) = REPLACE EXISTING FIXTURE WITH NEW (F) = RETAIN EXISTING FIXTURE. INSTALL NEW FLUSH VALVE TO MATCH EXISTING. GENERAL NOTES DIMENSIONS ARE TO FACE OF FINISH. WOOD BLOCKING, INSTALLED INSIDE WALL TO SUPPORT GRAB BARS AND OTHER WALL MOUNTED FIXTURES, SHALL BE FIRE TREATED. 8" MIN: TOP OF FRP WAINSCOT KRONOS W 0 0- J CC 0 LLJ a. - -cc o 0 BREAK ROOM KRONOS CONFIGURATION L. o 9" OC (2) 3" CONDUIT WITH BUSHING. SURFACE MOUNT @ 84" AFF. EXTEND TO DECK @ SALES FLOOR SIDE OF WALL 4PLEX RECEPTACLE L. L. CO N 0 W 0 a a 4PLEX RECEPTACLE MANAGER'S OFFICE CONDUIT CONFIGURATION MANAGER'S OFFICE TYPICAL OUTLETS OFFICE AND BREAK ROOM OUTLET AND SWITCH CONFIGURATIONS SCALE: 1/2"=1'-0" WOOD CAP 8' -0" AFF t 3 -5/8" 25 GA MTL STUDS CO 24" OC WITH 1/2" GWB EACH SIDE 3 -5/8" TRACK, ATTACH TO SLAB WITH 3/4" SHOT PINS @ 24" OC NOTE: TOP LAYER OF GWB OPTIONAL AT OFFICES CEILING: 3 -5/8" MTL JOISTS 0 24" OC, ALIGNED WITH WALL STUDS BELOW, WITH 1/2" GWB EACH SIDE PARTIAL HT WALL: SILL HT @ + 8' -0" SCALE: 1-1/2"=1'-0" WALL TYPES SCALE: AS NOTED LINE OF CEILING (WHERE OCCURS) 3 -5/8" 25 GA MTL STUDS @ 24" OC WITH 1/2" GWB EACH SIDE !3 -5/8" TRACK, ATTACH TO SLAB WITH 3/4" SHOT PINS @ 24" OC PARTITION TO 3" ABOVE CEILING SCALE: 1-1/2"=1'-0" WALL TYPE NOTES: 1. ALL NEW GWB TO RECEIVE A LEVEL 4 FINISH 2. USE WATER RESISTANT GWB AT WET WALLS ONLY METAL BEAD TRIM ±10' -1" AFF 6" 20 GA MTL STUD TRACK (2) 1 -1/4" #6 SCREWS @ 16" OC (EXISTING STUD SPACING) f3' -0" 'ilk"' 1/2" GWB EACH SIDE 3-5/8" 20 GA MTL STUDS @ 16" OC 1-46.; 66 � D 6" OC, , FROM FLOOR SLAB TO TOP OF PARTITION HEIGHT NOTE: SEE FLOOR PLAN FOR ACTUAL FIXTURE LOCATIONS. 1/2" GWB EACH SIDE 6" MTL TRACK, ATTACH TO SLAB WITH 3/4" SHOT PINS @ 16" OC (E) BEAM. GC TO VERIFY LOCATION/ CONNECT ANGLED SOFFIT FRAMING ABOVE BEAM AT EXISTING STUDS. PARTIAL HEIGHT WALL TIED TO MEZZANINE SCALE: 1-1/2"=1'-0" (E) MEZZANINE STRUCTURE 11. Nr—rmviv, P I 6" SLIP TRACK, ATTACH TO STRUCTURE WITH 1 -1/4" #6 SCREWS @ 24" OC 1 DO NOT ATTACH GWB TO SLIP \ TRACK 1 1 1 / /// 1/ LINE OF CEILING (WHERE OCCURS). WHERE OPEN TO STRUCTURE, CONTINUE GWB TO 1" FROM STRUCTURE ABOVE. FULL HEIGHT WALL ROOF STRUCTURE OR UNDERSIDE OF MEZZANINE CONTINUE 1/2 GWB THIS SIDE CONTINUOUS BLOCKING AT SUSPENDED CEILING (WHERE OCCURS) 6" 20 GA MTL STUDS @ 16" OC, FROM FLOOR SLAB TO STRUCTURE ABOVE 1/2" GWB EACH SIDE 6" MTL TRACK, ATTACH TO SLAB WITH 3/4" SHOT PINS 0 16" OC SCALE: 1-1/2"=1'-0" REVISION NO:?- REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2011 City of Tukwila BUILDING DIVISION t:O1 t GRADE 2 J MEN r BRAILLE (WOMEN ADA SIGNS it) 3" /. C ADA ROOM IDENTIFICATION SIGN C LATCH SIDE OF DOOR \- ._ NOTES: 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. . IDENTIFICATION SYMBOLS ARE TO BE CENTERED ON DOOR 60" ABOVE FLOOR AND ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST. . PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. . LETTERS & NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN., SHALL BE A MIN. OF 5/8" HIGH & SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. . BOTH TITLE 24 SIGNS AND ADA SIGNS ARE REQUIRED IN CALIFORNIA. ACCESSIBLE RESTROOM SIGNS SCALE: 1/2"=1'-0" SIGN ■ RAISED CHARACTERS GRADE 2 BRAILLE CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MIN. AND HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO OF BETWEEN 1:5 AND 1:10. THE MINIMUM CHARACTER HEIGHT SHALL BE 3 INCHES AND SANS - SHERIF UPPER CASE. GRADE 2 BRAILLE DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL DOTS SHALL BE RAISED A MINI OF 1/40" ABOVE THE BACKGROUND. CEIV.E SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT AUG 0 2 2O �, TO THE LATCH OUTSIDE THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING min GENIE DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED 0 NEAREST ADJACENT WALL, PREFERABLY TO THE RIGHT. FINISHED FLOOR TACTILE EXIT SIGN DETAIL SCALE: 1/2"=1'-0" CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com A 8Nn a bit wide DJN A Rev N DJw A 6/25/'11 ccndrtioron Bet DWV A MU PERM' Ft-aEIIrrmL DJw A 6/2/2 Pearric-eumarriL DJW A 4NV11 13D wr DJW A 417111 Pt3:1fr FLallaaN DM A 3/10/11 DJW Pt3t 1T eumarram. 0 DA11= RE11191CMAGJESTOttEe A1G1Fi DO NOT ME MBE MEAL® FOR OONB1FWC110N Iii MD DA1EDE DAIS JOB NI/A3ER 2007861010 COMM CREA1ED3 03.01.11 SEAL: 4980 R ISTERED /' ' CHITECT iW. JOHNSON TE OF WASHINGTON �J 01 1 DRAWING TITLE: DETAILS SHEET NO.: A4.1 MEZZANINE ABOVE BALE TRAILER LOCAL RECEIVING MANAGER'S JUMP START OFFICE OFFICE LOCAL COMPACTOR MEZZANINE ABOVE ME PRODUCTIO 102 LONGEST TRAVEL DISTANCE = 135' (< 250') RAC =V =�_5'_RJ II I LJ LINO ddO-dO210 NOLLVNOa MEZZANINE ABOVE C NTILE D TION STAIRWELL HALLWAY RACS =RACK =5= CK ELECTRICAL BREAK ROOM HALLWAY I CRACK_5_RAC =RACK_5_RACK L i JANITOR MEN'S ROOM WOMEN'S ROOM EXIT VESTIBULE 40 41 ee1UUUUUUUUIII ULI$ III ■HUUUUUUUUIIUUUUIMIIII ENTRY VESTIBULE EGRESS PLAN 0 3 6 9 12 24 36 711 SCALE: 3/32 " =1' -0" 811011 t1I IUUUhl I IIIi1 1 OCCUPANT LOAD CALCULATION: SPACE RETAIL SALES AREA OFFICES RESTROOMS / UTILITY BREAK ROOM RECEIVING / PRODUCTION SQUARE FOOTAGE 29,540 200 606 650 8,186 OLF # OF PEOPLE 30 100 0 50 300 985 2 0 13 27 TOTAL FIRST FLOOR 39,222 1,031 MEZZANINE 12,974 MEANS OF EGRESS (MERCANTILE AND 500 26 v1EZZANINE EXITING FROM MERCANTILE): NUMBER OF OCCUPANTS: 994 (985 + 9 (1/3 OF THE MEZZANINE OCCUPANTS)) NUMBER OF EXITS: 3 REQUIRED - 5 PROVIDED DOOR WIDTH REQUIREMENT: PER 2009 IBC SECTION 1005, TOTAL WIDTH OF EGRESS SHALL NOT BE LESS THAN THE OCCUPANT LOAD MULTIPLED BY 0.2 INCHES. 994 x .2 = 198.8 INCHES OF EXIT REQUIRED. DOOR 101A: 36" + DOOR 105: 36" + DOOR 106B: 52" + DOOR 107: 52" + DOOR 102A: 36" = 212 INCHES OF EXIT PROVIDED. PER 2009 IBC SECTION 1005, THE LOSS OF ANY ONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50% OF THE REQUIRED CAPACITY. 50% OF 198.8 = 99 INCHES REQUIRED. 212" - 52" = 160 INCHES PROVIDED. PER 2009 IBC SECTION 1015.2.1, EXCEPTION 2, WHEN A BUILDING IS EQUIPPED THROUGHOUT WITH A FIRE SPRINKLER SYSTEM, THE SEPARATION DISTANCE OF EXIT DOORS SHALL NOT BE LESS THAN ONE THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA. MAXIMUM DIAGONAL = 239' -0 "/3 = 79' -7" REQUIRED. 184' -2" PROVIDED. TRAVEL DISTANCE REQUIREMENT FOR MERCANTILE: PER 2009 IBC SECTION 1016 & 1016.1, MAXIMUM LENGTH OF TRAVEL FROM THE MOST REMOTE POINT, SHALL NOT EXCEED 250 FEET. 250 FEET MAX REQUIRED, 210 FEET PROVIDED. TRAVEL DISTANCE REQUIREMENT FOR MEZZANINE: PER 2009 IBC SECTION 1016 & 1016.1, MAXIMUM LENGTH OF TRAVEL FROM THE MOST REMOTE POINT, SHALL NOT EXCEED 250 FEET. 250 FEET MAX REQUIRED, 145 FEET PROVIDED. MEANS OF EGRESS (PRODUCTION AND ROOMS SERVING PRODUCTION): NUMBER OF OCCUPANTS: 42 NUMBER OF EXITS: 2 REQUIRED - 3 PROVIDED DOOR WIDTH REQUIREMENT: PER 2009 IBC SECTION 1005, TOTAL WIDTH OF EGRESS SHALL NOT BE LESS THAN THE OCCUPANT LOAD MULTIPLED BY 0.2 INCHES. 42 x .2 = 8.4 INCHES OF EXIT REQUIRED. AS A SINGLE EGRESS WIDTH IS MORE. THAN THIS FIGURE, THIS REQUIREMENT IS NOT APPLICABLE. THE REQUIREMENT IS MET. PER 2009 IBC SECTION 1015.2.1, EXCEPTION 2, WHEN A BUILDING IS EQUIPPED THROUGHOUT WITH A FIRE SPRINKLER SYSTEM, THE SEPARATION DISTANCE OF EXIT DOORS SHALL NOT BE LESS THAN ONE THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA. MAXIMUM DIAGONAL = 201' -10 "/3 = 67' -4" REQUIRED. SEPARATION = 153' -9" PROVIDED. TRAVEL DISTANCE REQUIREMENT: PER 2009 IBC SECTION 1016 & 1016.1, MAXIMUM LENGTH OF TRAVEL FROM THE MOST REMOTE POINT, SHALL NOT EXCEED 250 FEET. 250 FEET MAX REQUIRED, 135 FEET PROVIDED. SHEET NOTES: NOT USED. SEPARATE' PERMIT REQUIRED FOR: CrMechanicai L" electrical [:Plumbing ias Piping City of Tukwila Sts'LDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. lt0 P.ovis cns will require a new plan submittal and may include additional plan review fees. TOILET FIXTURES 2009 IBC TABLE 2902.1 (1,057 OCCUPANTS = 528 MEN, 528 FEMALE ) TOILETS REQUIRED: 1 PER 500 @ 528 = 2 PER SEX. TOILETS PROVIDED: 3 MALE & 2 FEMALE SINKS REQUIRED: 1 PER 750 © 528 = 1 PER SEX. SINKS PROVIDED: 1 MALE & 2 FEMALE DRINKING FOUNTAINS REQUIRED: 1 PER 1,000 = 2 DRINKING FOUNTAINS PROVIDED: 2 SERVICE SINK REQUIRED: 1 SERVICE SINK PROVIDED: 1 GENERAL NOTES 1. DISTANCE BETWEEN EXITS SHALL BE NO LESS THAN HALF THE DISTANCE BETWEEN THE LONGEST DIAGONAL MEASUREMENT IN TENANT SPACE. WITH AN AUTOMATED SPRINKLER SYSTEM, THE DISTANCE BETWEEN EXITS SHALL BE NO LESS THAN ONE —THIRD OF THE LENGTH OF THE LONGEST-.DIAGONAL. 2. MAXIMUM LENGTH OF EXIT ACCESS TRAVEL SHALL NOT EXCEED 200 FEET. WITH AN AUTOMATED SPRINKLER SYSTEM, THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL SHALL NOT EXCEED 250 FEET. FI a COPY Permit No., l 01 I Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize th vvoia ion of any adopted code or ordinance. Receipt at a pproved Field Qgpy am onditions is acknowledged: 0 By 7cS/ v Date: - /6 -1/ City Of Tukwila BUILDING DIVISION REVIEWED FOR C DE COMPLIANCE APPROVED B 'JUN 15 2011 City of Tukwila tIL ILDING DIVISION REVISION NOL T�II-01I LEGEND CITY OF TUKWILA JUN 0 6 2011 PERMIT CENTER INDICATES PATH OF EGRESS INDICATES CENTER POINT BETWEEN TWO LONGEST TRAVEL PATHS OF EGRESS INDICATES STARTING POINT OF LONGEST TRAVEL PATH OF EGRESS INDICATES EMERGENCY LIGHTING PATH OF TRAVEL. ELECTRICAL PERMIT TO VERIFY LIGHTING ALONG THIS PATH MEETS MINIMUM FOOT CANDLE REQUIREMENTS. SEE RCP LEGEND FOR MORE DETAIL. CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: --e-r-12-4n SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com \ 5/31/11 IIMMIWIIN DJW - 5/25/11 Construction Set DJW A 5/13/11 PERMIT RE- SUBMITTAL DJW © 5/2/11 ME PRODUCTIO 102 LONGEST TRAVEL DISTANCE = 135' (< 250') RAC =V =�_5'_RJ II I LJ LINO ddO-dO210 NOLLVNOa MEZZANINE ABOVE C NTILE D TION STAIRWELL HALLWAY RACS =RACK =5= CK ELECTRICAL BREAK ROOM HALLWAY I CRACK_5_RAC =RACK_5_RACK L i JANITOR MEN'S ROOM WOMEN'S ROOM EXIT VESTIBULE 40 41 ee1UUUUUUUUIII ULI$ III ■HUUUUUUUUIIUUUUIMIIII ENTRY VESTIBULE EGRESS PLAN 0 3 6 9 12 24 36 711 SCALE: 3/32 " =1' -0" 811011 t1I IUUUhl I IIIi1 1 OCCUPANT LOAD CALCULATION: SPACE RETAIL SALES AREA OFFICES RESTROOMS / UTILITY BREAK ROOM RECEIVING / PRODUCTION SQUARE FOOTAGE 29,540 200 606 650 8,186 OLF # OF PEOPLE 30 100 0 50 300 985 2 0 13 27 TOTAL FIRST FLOOR 39,222 1,031 MEZZANINE 12,974 MEANS OF EGRESS (MERCANTILE AND 500 26 v1EZZANINE EXITING FROM MERCANTILE): NUMBER OF OCCUPANTS: 994 (985 + 9 (1/3 OF THE MEZZANINE OCCUPANTS)) NUMBER OF EXITS: 3 REQUIRED - 5 PROVIDED DOOR WIDTH REQUIREMENT: PER 2009 IBC SECTION 1005, TOTAL WIDTH OF EGRESS SHALL NOT BE LESS THAN THE OCCUPANT LOAD MULTIPLED BY 0.2 INCHES. 994 x .2 = 198.8 INCHES OF EXIT REQUIRED. DOOR 101A: 36" + DOOR 105: 36" + DOOR 106B: 52" + DOOR 107: 52" + DOOR 102A: 36" = 212 INCHES OF EXIT PROVIDED. PER 2009 IBC SECTION 1005, THE LOSS OF ANY ONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50% OF THE REQUIRED CAPACITY. 50% OF 198.8 = 99 INCHES REQUIRED. 212" - 52" = 160 INCHES PROVIDED. PER 2009 IBC SECTION 1015.2.1, EXCEPTION 2, WHEN A BUILDING IS EQUIPPED THROUGHOUT WITH A FIRE SPRINKLER SYSTEM, THE SEPARATION DISTANCE OF EXIT DOORS SHALL NOT BE LESS THAN ONE THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA. MAXIMUM DIAGONAL = 239' -0 "/3 = 79' -7" REQUIRED. 184' -2" PROVIDED. TRAVEL DISTANCE REQUIREMENT FOR MERCANTILE: PER 2009 IBC SECTION 1016 & 1016.1, MAXIMUM LENGTH OF TRAVEL FROM THE MOST REMOTE POINT, SHALL NOT EXCEED 250 FEET. 250 FEET MAX REQUIRED, 210 FEET PROVIDED. TRAVEL DISTANCE REQUIREMENT FOR MEZZANINE: PER 2009 IBC SECTION 1016 & 1016.1, MAXIMUM LENGTH OF TRAVEL FROM THE MOST REMOTE POINT, SHALL NOT EXCEED 250 FEET. 250 FEET MAX REQUIRED, 145 FEET PROVIDED. MEANS OF EGRESS (PRODUCTION AND ROOMS SERVING PRODUCTION): NUMBER OF OCCUPANTS: 42 NUMBER OF EXITS: 2 REQUIRED - 3 PROVIDED DOOR WIDTH REQUIREMENT: PER 2009 IBC SECTION 1005, TOTAL WIDTH OF EGRESS SHALL NOT BE LESS THAN THE OCCUPANT LOAD MULTIPLED BY 0.2 INCHES. 42 x .2 = 8.4 INCHES OF EXIT REQUIRED. AS A SINGLE EGRESS WIDTH IS MORE. THAN THIS FIGURE, THIS REQUIREMENT IS NOT APPLICABLE. THE REQUIREMENT IS MET. PER 2009 IBC SECTION 1015.2.1, EXCEPTION 2, WHEN A BUILDING IS EQUIPPED THROUGHOUT WITH A FIRE SPRINKLER SYSTEM, THE SEPARATION DISTANCE OF EXIT DOORS SHALL NOT BE LESS THAN ONE THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA. MAXIMUM DIAGONAL = 201' -10 "/3 = 67' -4" REQUIRED. SEPARATION = 153' -9" PROVIDED. TRAVEL DISTANCE REQUIREMENT: PER 2009 IBC SECTION 1016 & 1016.1, MAXIMUM LENGTH OF TRAVEL FROM THE MOST REMOTE POINT, SHALL NOT EXCEED 250 FEET. 250 FEET MAX REQUIRED, 135 FEET PROVIDED. SHEET NOTES: NOT USED. SEPARATE' PERMIT REQUIRED FOR: CrMechanicai L" electrical [:Plumbing ias Piping City of Tukwila Sts'LDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. lt0 P.ovis cns will require a new plan submittal and may include additional plan review fees. TOILET FIXTURES 2009 IBC TABLE 2902.1 (1,057 OCCUPANTS = 528 MEN, 528 FEMALE ) TOILETS REQUIRED: 1 PER 500 @ 528 = 2 PER SEX. TOILETS PROVIDED: 3 MALE & 2 FEMALE SINKS REQUIRED: 1 PER 750 © 528 = 1 PER SEX. SINKS PROVIDED: 1 MALE & 2 FEMALE DRINKING FOUNTAINS REQUIRED: 1 PER 1,000 = 2 DRINKING FOUNTAINS PROVIDED: 2 SERVICE SINK REQUIRED: 1 SERVICE SINK PROVIDED: 1 GENERAL NOTES 1. DISTANCE BETWEEN EXITS SHALL BE NO LESS THAN HALF THE DISTANCE BETWEEN THE LONGEST DIAGONAL MEASUREMENT IN TENANT SPACE. WITH AN AUTOMATED SPRINKLER SYSTEM, THE DISTANCE BETWEEN EXITS SHALL BE NO LESS THAN ONE —THIRD OF THE LENGTH OF THE LONGEST-.DIAGONAL. 2. MAXIMUM LENGTH OF EXIT ACCESS TRAVEL SHALL NOT EXCEED 200 FEET. WITH AN AUTOMATED SPRINKLER SYSTEM, THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL SHALL NOT EXCEED 250 FEET. FI a COPY Permit No., l 01 I Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize th vvoia ion of any adopted code or ordinance. Receipt at a pproved Field Qgpy am onditions is acknowledged: 0 By 7cS/ v Date: - /6 -1/ City Of Tukwila BUILDING DIVISION REVIEWED FOR C DE COMPLIANCE APPROVED B 'JUN 15 2011 City of Tukwila tIL ILDING DIVISION REVISION NOL T�II-01I LEGEND CITY OF TUKWILA JUN 0 6 2011 PERMIT CENTER INDICATES PATH OF EGRESS INDICATES CENTER POINT BETWEEN TWO LONGEST TRAVEL PATHS OF EGRESS INDICATES STARTING POINT OF LONGEST TRAVEL PATH OF EGRESS INDICATES EMERGENCY LIGHTING PATH OF TRAVEL. ELECTRICAL PERMIT TO VERIFY LIGHTING ALONG THIS PATH MEETS MINIMUM FOOT CANDLE REQUIREMENTS. SEE RCP LEGEND FOR MORE DETAIL. CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: --e-r-12-4n SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com A \ 5/31/11 Client Rev 11 DJW - 5/25/11 Construction Set DJW A 5/13/11 PERMIT RE- SUBMITTAL DJW © 5/2/11 PERMIT RE- SUBMITTAL DJW - 4/11/11 BID SET DJW Ak 4/7/11 PERMIT REVISION DJW A 3/16/11 PERMIT SUBMITTAL DJW 0 DATE REVISIONS /MILESTONES _ MGR DO NOT UE uLEBB INITIALED FOR COMMOTION MOD AND WED DUB JOB NUIVIEB 2007861010 DRAIMEI MATE> 03.01.11 SEAL: .r 4980 RE .TERED :,'CHITECT STATE "N W. JOHNSON OF WASHINGTON JUN 0 3 2011 DRAWING TITLE EGRESS PLAN SHEET NO.: ' AO.3 CC -2 EXTRA HARD USAGE TYPE "SO" CORD WITH GROUND AS REQUIRED CABLE CONNECTOR WITH WIRE MESH GRIP (TYPICAL) 7-4e? JUNCTION BOX, SUPPORT FROM STRUCTURE PER NEC DATA OUTLET CABLE CONNECTOR WITH WIRE MESH GRIP (TYPICAL) WIRE MESH STRAIN RELIEF GRIP SECURED TO CEILING DOUBLE DUPLEX WITH A DUPLEX OUTLET ON EACH SIDE WITH WIRE MESH GRIP. WOODHEAD TYPE "3080 -10" PLUS GRIP OR EQUAL TYPICAL DROP OUTLET SCALE: NTS MEZZANINE ABOVE ( 201 ) STAIRWELL HALLWAY el -24" AFF, TYP AT EXTERIOR LOADING DOCK LOCAL LOCAL z -11 I I 2 :1 12' -0" COVERED DOCK 0 ❑K K ❑K ❑K AFF H 25' -7" K ❑K K ❑{ RECEIVING 103 00 CC-1 igh 1 AT EXTERIOR 0 35 LOADING DOCK BALE TRAILER r� I WALK-ON 12 COMPACT ❑R MEZZANINE ABOVE ( 201 CC -2 MANAGER'S OFFICE r CC -2 JUMP START OFFICE I E 4P El< ----- Hj DJW "'- WM Construction Set DJW A o PERMIT RE- SUBMITTAL DJW � 5/2/11 PERMIT RE- SUBMITTAL DJW - 4/11/11 H 25' -7" K ❑K K ❑{ RECEIVING 103 00 CC-1 igh 1 AT EXTERIOR 0 35 LOADING DOCK BALE TRAILER r� I WALK-ON 12 COMPACT ❑R MEZZANINE ABOVE ( 201 CC -2 MANAGER'S OFFICE r CC -2 JUMP START OFFICE I E MERCANTILE PRODUCTION 00 9y a MERCANTILE • ❑ { { ❑K ❑K ❑K ❑{ ❑{ ❑ { ❑K ❑K { ❑K ❑K K K K 1-, 4 4-11 ❑ { MERCANTILE PRODUCTION ( 102 ) cc -1 4 ItAir I -11" AFF. TYP AT EXTERIOR 1 1 A1N 0 d.BO-dOIa NOIlVNOO MEZZANINE ABOVE ( 201 ) 0" AFF, TYP AT EXTERIOR LANDINGS, UNO 26 ELECTRICAL 131 BREAK ROOM J CC -2 .Q. •T HALLWAY JANITOR MEN'S ROOM 00000 WOMEN'S ROOM 122 00000 FLOOR PLAN ■ EXIT VESTIBULE 0 3 6 9 12 24 36 SCALE: 3/32 " =1' -0" noun 1Iinu11111111111 u001110111100010111.11 111111111 1111111IIa11111 mu 111 III 111i[ /1I: iuus/1 ENTRY VESTIBULE 107 2 Cc -2 REVISIONN.ft. _ ) 14Y1-7) REVIEWED FOR CODE COMPLIANCE APPROVED JUN 15 2011 City of Tukwila BUILDING DIVISION ELECTRICAL SYMBOLS NOTE: WHITE OUTLET PLATES, TYP. FLOOR PLAN LEGEND 4 PLEX RECEPTACLES SET AT 42 "AFF TO CENTER UNLESS OTHERWISE NOTED DUPLEX RECEPTACLES SET AT 42 "AFF TO CENTER UNLESS OTHERWISE NOTED 7 INDICATES TELEPHONE RECEPTACLE 60" AFF TO CENTER UNLESS OTHERWISE NOTED T INDICATES DATA RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED Y INDICATES DATA / VOICE RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED 0 TICKET MACHINES 0 TIME CLOCK NOT USED (42) PTZ CEILING OUTLET CASH WRAP POWER POLE �6.) SUSPENDED DUPLEX OUTLET W/ J -BOX FOR DATA AT BOTTOM OF ROOF JOIST (SEE DETAIL 1 / -) FE EXISTING PARTITION TO REMAIN EXISTING BUILDING SHELL WALL NEW PARTITION, SEE DETAIL 10/A4.1 CLASS 2A FIRE EXTINGUISHER. GC TO CONFIRM LOCATIONS WITH SAVERS CM AND FIRE MARSHALL. PROVIDE 1 FOR EVERY 3,000 SF AND VERIFY ALL PORTIONS OF THE OCCUPANCY ARE WITHIN 75' OF TRAVEL TO A FIRE EXTINGUISHER. E CC -1 CC -2 EXISTING FLOOR FINISH. CC -1 FLOOR FINISH, SEE FINISH SCHEDULE. CC -2 FLOOR FINISH. SEE FINISH SCHEDULE. FBO. SHEET NOTES 1. ALIGN FINISHED SURFACES. 2. (N) WALL FINISH, SEE FINISH SCHEDULE. 3. 30" AFF PLAM WORK SURFACE COUNTER TOP. SEE DETAIL 1/A4.1. 4. (E) WALL FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 5. RESTROOM ACCESSORIES PER DETAIL 9/A4.1. 6. (E) FLOOR FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 7. (N) FLOOR FINISH, SEE FINISH SCHEDULE. 8. REPAIR ANY AND ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE MATCH. ALL WALL PENETRATIONS MUST BE MADE TO LOCAL AND NATIONAL BUILDING CODES AND STANDARDS. 9. EXISTING MOP SINK AND FAUCET TO REMAIN. REMOVE EXISTING SHELVING. 10. MURAL, FTIT. 11. FURR OUT RETAIL AREA EXTERIOR WALLS, TO FACE OF COLUMNS, TO 12' -6" AFF. 12. NEW COMPACTOR, FTIT, ON EXISTING CONCRETE SLAB. 13. WRAP ALL COLUMNS AT SALES FLOOR w/ 20 GA STAINLESS STEEL TO MATCH EXISTING STAINLESS STEEL WRAPS IN FINISH AND HEIGHT. CAULK TOP & BOTTOM w/ SILVER CAULKING (DO NOT INSTALL RUBBER BASE ON COLUMN WRAPS). SEAMS TO OVERLAP. GC TO VERIFY COLUMN LOCATIONS AND NOTIFY ARCHITECT AND OWNER OF ANY (E) COLUMN LOCATIONS NOT SHOWN ON DRAWINGS. 14. PROVIDE AND INSTALL NEW DOOR BUZZER . BUTTON ON EXTERIOR WALL AT CDC DROP -OFF DOOR - NuTONE LA201 & BUTTON. TWO BUZZERS ARE TO BE INSTALLED: 1 BUZZER IS TO BE INSTALLED ON POWER POLE AT CASHWRAP COUNTER #1 & 1 BUZZER IS TO BE INSTALLED IN PRODUCTION ROOM AT 9' -0" AFF. PROVIDE OUTLETS. 15. VENDING MACHINES BY TENANT. 16. EXPAND EXISTING DOOR OPENING TO ACCOMMODATE NEW DOUBLE -DOOR, SEE DOOR SCHEDULE. 17. CASH WRAP, FTIT, PROVIDE POWER /DATA PER PLAN. 18. NEW (1) ACCESSIBLE AND (6) STANDARD FITTING ROOMS, FTIT. 19. CONTRACTOR TO VERIFY EXISTING OR INSTALL NEW RESTROOM FIXTURES TO MEET ALL APPLICABLE CODES. SEE DETAIL 9/A4.1. PARTITIONS TO REMAIN. SPOT REPAIRS IN RESTROOMS. INSTALL RESTROOM SIGNS AS REQUIRED TO MEET LOCAL CODES, SEE 12/A4.1. ALL EXISTING AND NEW PLUMBING TO MEET LOCAL PLUMBING CODE. 20. GC TO PROVIDE COMMERCIAL GRADE STRIP CURTAIN. 21. CONTRACTOR TO PROVIDE AND INSTALL ONE POWER POLE AT EACH CASH WRAP: WIREMOLD 25 DTC -415. EACH POLE TO RECEIVE ONE DEDICATED 20 AMP CIRCUIT. ELECTRICAL IS TO BE RUN IN EMC WITH A 24" WHIP AT THE BOTTOM OF THE POWER POLE, AT THE END OF THE EMC IS TO BE A 4 -PLEX OUTLET THAT IS TO BE SCREWED TO THE CASH WRAP. ALUMINUM POLES REQUIRE NO PAINT. 22. CONCRETE PLATFORM. SEE SITE PLAN FOR FURTHER DETAIL. 23. 44" WIDE PAINTED AISLE, MARKED "KEEP AISLE CLEAR ". 24. SIGNAGE TO BE PROVIDED, INSTALLED AND PERMITTED BY SIGN VENDOR, NIC. CONTRACTOR TO PROVIDE: POWER FOR ALL STOREFRONT SIGN LOCATIONS, PHOTO CELLS FOR SIGNS FOR ALL LOCATIONS AND FINAL CONNECTIONS FOR ALL SIGNS. 25. NEW SINK (KOHLER STACCATO STAINLESS STEEL 4 -HOLE SINK MODEL 3362 -4) w/ FAUCET (PRICE PFISTER HARBOR CHROME TWO HANDLE MODEL 036 -CL4C) & INSTA -HOT (IN- SINK - ERATOR MODEL H770). TIE INTO (E) SUPPLY, WASTE, AND VENT LINES PER LOCAL CODE REQUIREMENTS. NEW CABINETS. 26. INSTALL PHONE BD (4'x8'x1/2" PLYWD) IF NOT (E). PROVIDE OUTLET NEXT TO PHONE BD. 27. (E) RESTROOM PARTITIONS TO REMAIN. (E) LAVATORY COUNTER TO REMAIN. REPLACE COUNTERTOP PLAM TO MATCH EXISTING. 28. PROVIDE & INSTALL DOOR BUZZER BUTTON AT LOADING DOCK DOOR. INSTALL BUZZER DIRECTLY INSIDE LOADING DOCK DOOR AT 9' -O" AFF. 29. PROVIDE CLEAR PLASTIC LOCKING COVERS ON ALL THERMOSTATS (TYPICAL AT ALL LOCATIONS). 30. SPEED RAIL FTIT. 31. PROVIDE $3,500.00 MAINTENANCE ALLOWANCE FOR LIFT IN BID. 32. 5 GALLON WATER HEATER ABOVE MOP SINK. GC TO VERIFY IF (E) WATER HEATER IS REUSABLE. 33. EXISTING DRINKING FOUNTAIN TO REMAIN, PER DETAIL 9/A4.1. 34. 2" CONDUIT FOR AIR BELL HOSE FROM INSIDE BLDG TO CDC DRIVE AISLE. PROVIDE OUTLET FOR AIR BELL. 35. TRAILER LOADING LIGHTS, FOSTORIA DKL -40 VA -A, 300 WATT. CONFIRM LOCATION WITH OWNER. 36. PROVIDE POWER TO FORKLIFT CHARGER, LOCATED AT POINT OF USE WITH WHIP TO EQUIPMENT (LOCATION TO BE DETERMINED). PROVIDE POWER AND DISCONNECT TO BAILER (LOCATION TO BE DETERMINED). 37. ADD OR RELOCATE AUDIO AND VISUAL ALARMS AS REQUIRED BY LOCAL JURISDICTION TO PROVIDE PROPER COVERAGE. PROVIDE NEW OR RELOCATE SMOKE DETECTORS AS REQUIRED BY LOCAL JURISDICTION TO PROVIDE PROPER COVERAGE. 38. GC TO PAINT DRIVE -THRU AREA DIRECTLY IN FRONT OF CDC DOORS. 4" YELLOW STRIPES. DRIVE -UP STALL SHALL BE 9' WIDE x 20' LONG WITH A 12" THICK STRIPE AT BOTTOM. STENCIL "DONATION DROP -OFF ONLY" IN 12" BLOCK YELLOW LETTERS IN MIDDLE OF DRIVE -THRU STALL, CENTERED BOTH WAYS. PAINT YELLOW LARGE ARROW DIRECTING TRAFFIC INTO STALL, AND LARGE ARROW DIRECTING TRAFFIC TOWARD MAIN FLOW OF PARKING LOT TRAFFIC. 39. PROVIDE OUTLETS AT VESTIBULE DOORS (INTERIOR SIDE). CONFIRM LOCATIONS WITH OWNER. 40. RELOCATED FIRE DEPT CONNECTION TO BE MOUNTED AGAINST WALL, AS NEEDED TO MEET CODE REQUIREMENTS. 41. SIGN WITH TEXT "NO STORAGE ALLOWED ON TOP OF CEILING" TO BE PLACED ON WALL OF MANAGER'S OFFICE ROOM 111. RECEIVE, CITY (1F TIt GENERAL NOTES JUN 0 6 2C LA 11 1. ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSYME`PEN'TE w/ 3 -1/2 ", 20 GA METAL STUDS @ 16" OC w/ 5/8" TYPE "X" GYPSUM WALL BOARD ON EACH SIDE. 2. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWINGS. 3. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL EXISTING PARTITIONS. 5. ALL WOOD OR PLYWOOD BLOCKING TO BE FIRE - RETARDANT TREATED. 6. REPAIR ALL CRACKS, HOLES, OR DEFECTS IN CONCRETE SLAB THROUGHOUT SPACE TO ACHIEVE A SMOOTH FLOOR SURFACE AND PREPARE TO RECEIVE LEVELLING COMPOUNDS AND NEW FLOOR FINISH WHERE APPLICABLE. 7. REPAIR ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE. 8. PATCH AND REPAIR EXISTING GWB WALLS TO REMAIN THROUGHOUT SPACE TO ACHIEVE A SMOOTH SURFACE AND PREPARE TO RECEIVE NEW FINISH. 9. RETAIL AREA TO HAVE A LEVEL FINISH FLOOR. 10. BACK OF HOUSE AREA TO HAVE A MIN. OF FIRE TAPE FINISH THROUGHOUT. 11. PAINT WALLS PER FINISH SCHEDULE 12. RE: A5.1 FOR INTERIOR WALL DESCRIPTIONS & DETAILS. 13. GC TO -VERIFY MEN'S AND WOMEN'S RESTROOMS COMPLY WITH THE MOST RECENT BUILDING CODES. RE: COVER SHEET AND RESTROOM INTERIOR ELEVATIONS. 14. ALL NEW GYPSUM BOARD TO RECEIVE A LEVEL 4 FINISH (SMOOTH WALL). CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel 425.462.1515 Fax. 425.451.2250 www.savers.com • 4P El< ----- Client Rev 11 DJW "'- 5/25/11 Construction Set DJW A MERCANTILE PRODUCTION 00 9y a MERCANTILE • ❑ { { ❑K ❑K ❑K ❑{ ❑{ ❑ { ❑K ❑K { ❑K ❑K K K K 1-, 4 4-11 ❑ { MERCANTILE PRODUCTION ( 102 ) cc -1 4 ItAir I -11" AFF. TYP AT EXTERIOR 1 1 A1N 0 d.BO-dOIa NOIlVNOO MEZZANINE ABOVE ( 201 ) 0" AFF, TYP AT EXTERIOR LANDINGS, UNO 26 ELECTRICAL 131 BREAK ROOM J CC -2 .Q. •T HALLWAY JANITOR MEN'S ROOM 00000 WOMEN'S ROOM 122 00000 FLOOR PLAN ■ EXIT VESTIBULE 0 3 6 9 12 24 36 SCALE: 3/32 " =1' -0" noun 1Iinu11111111111 u001110111100010111.11 111111111 1111111IIa11111 mu 111 III 111i[ /1I: iuus/1 ENTRY VESTIBULE 107 2 Cc -2 REVISIONN.ft. _ ) 14Y1-7) REVIEWED FOR CODE COMPLIANCE APPROVED JUN 15 2011 City of Tukwila BUILDING DIVISION ELECTRICAL SYMBOLS NOTE: WHITE OUTLET PLATES, TYP. FLOOR PLAN LEGEND 4 PLEX RECEPTACLES SET AT 42 "AFF TO CENTER UNLESS OTHERWISE NOTED DUPLEX RECEPTACLES SET AT 42 "AFF TO CENTER UNLESS OTHERWISE NOTED 7 INDICATES TELEPHONE RECEPTACLE 60" AFF TO CENTER UNLESS OTHERWISE NOTED T INDICATES DATA RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED Y INDICATES DATA / VOICE RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED 0 TICKET MACHINES 0 TIME CLOCK NOT USED (42) PTZ CEILING OUTLET CASH WRAP POWER POLE �6.) SUSPENDED DUPLEX OUTLET W/ J -BOX FOR DATA AT BOTTOM OF ROOF JOIST (SEE DETAIL 1 / -) FE EXISTING PARTITION TO REMAIN EXISTING BUILDING SHELL WALL NEW PARTITION, SEE DETAIL 10/A4.1 CLASS 2A FIRE EXTINGUISHER. GC TO CONFIRM LOCATIONS WITH SAVERS CM AND FIRE MARSHALL. PROVIDE 1 FOR EVERY 3,000 SF AND VERIFY ALL PORTIONS OF THE OCCUPANCY ARE WITHIN 75' OF TRAVEL TO A FIRE EXTINGUISHER. E CC -1 CC -2 EXISTING FLOOR FINISH. CC -1 FLOOR FINISH, SEE FINISH SCHEDULE. CC -2 FLOOR FINISH. SEE FINISH SCHEDULE. FBO. SHEET NOTES 1. ALIGN FINISHED SURFACES. 2. (N) WALL FINISH, SEE FINISH SCHEDULE. 3. 30" AFF PLAM WORK SURFACE COUNTER TOP. SEE DETAIL 1/A4.1. 4. (E) WALL FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 5. RESTROOM ACCESSORIES PER DETAIL 9/A4.1. 6. (E) FLOOR FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 7. (N) FLOOR FINISH, SEE FINISH SCHEDULE. 8. REPAIR ANY AND ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE MATCH. ALL WALL PENETRATIONS MUST BE MADE TO LOCAL AND NATIONAL BUILDING CODES AND STANDARDS. 9. EXISTING MOP SINK AND FAUCET TO REMAIN. REMOVE EXISTING SHELVING. 10. MURAL, FTIT. 11. FURR OUT RETAIL AREA EXTERIOR WALLS, TO FACE OF COLUMNS, TO 12' -6" AFF. 12. NEW COMPACTOR, FTIT, ON EXISTING CONCRETE SLAB. 13. WRAP ALL COLUMNS AT SALES FLOOR w/ 20 GA STAINLESS STEEL TO MATCH EXISTING STAINLESS STEEL WRAPS IN FINISH AND HEIGHT. CAULK TOP & BOTTOM w/ SILVER CAULKING (DO NOT INSTALL RUBBER BASE ON COLUMN WRAPS). SEAMS TO OVERLAP. GC TO VERIFY COLUMN LOCATIONS AND NOTIFY ARCHITECT AND OWNER OF ANY (E) COLUMN LOCATIONS NOT SHOWN ON DRAWINGS. 14. PROVIDE AND INSTALL NEW DOOR BUZZER . BUTTON ON EXTERIOR WALL AT CDC DROP -OFF DOOR - NuTONE LA201 & BUTTON. TWO BUZZERS ARE TO BE INSTALLED: 1 BUZZER IS TO BE INSTALLED ON POWER POLE AT CASHWRAP COUNTER #1 & 1 BUZZER IS TO BE INSTALLED IN PRODUCTION ROOM AT 9' -0" AFF. PROVIDE OUTLETS. 15. VENDING MACHINES BY TENANT. 16. EXPAND EXISTING DOOR OPENING TO ACCOMMODATE NEW DOUBLE -DOOR, SEE DOOR SCHEDULE. 17. CASH WRAP, FTIT, PROVIDE POWER /DATA PER PLAN. 18. NEW (1) ACCESSIBLE AND (6) STANDARD FITTING ROOMS, FTIT. 19. CONTRACTOR TO VERIFY EXISTING OR INSTALL NEW RESTROOM FIXTURES TO MEET ALL APPLICABLE CODES. SEE DETAIL 9/A4.1. PARTITIONS TO REMAIN. SPOT REPAIRS IN RESTROOMS. INSTALL RESTROOM SIGNS AS REQUIRED TO MEET LOCAL CODES, SEE 12/A4.1. ALL EXISTING AND NEW PLUMBING TO MEET LOCAL PLUMBING CODE. 20. GC TO PROVIDE COMMERCIAL GRADE STRIP CURTAIN. 21. CONTRACTOR TO PROVIDE AND INSTALL ONE POWER POLE AT EACH CASH WRAP: WIREMOLD 25 DTC -415. EACH POLE TO RECEIVE ONE DEDICATED 20 AMP CIRCUIT. ELECTRICAL IS TO BE RUN IN EMC WITH A 24" WHIP AT THE BOTTOM OF THE POWER POLE, AT THE END OF THE EMC IS TO BE A 4 -PLEX OUTLET THAT IS TO BE SCREWED TO THE CASH WRAP. ALUMINUM POLES REQUIRE NO PAINT. 22. CONCRETE PLATFORM. SEE SITE PLAN FOR FURTHER DETAIL. 23. 44" WIDE PAINTED AISLE, MARKED "KEEP AISLE CLEAR ". 24. SIGNAGE TO BE PROVIDED, INSTALLED AND PERMITTED BY SIGN VENDOR, NIC. CONTRACTOR TO PROVIDE: POWER FOR ALL STOREFRONT SIGN LOCATIONS, PHOTO CELLS FOR SIGNS FOR ALL LOCATIONS AND FINAL CONNECTIONS FOR ALL SIGNS. 25. NEW SINK (KOHLER STACCATO STAINLESS STEEL 4 -HOLE SINK MODEL 3362 -4) w/ FAUCET (PRICE PFISTER HARBOR CHROME TWO HANDLE MODEL 036 -CL4C) & INSTA -HOT (IN- SINK - ERATOR MODEL H770). TIE INTO (E) SUPPLY, WASTE, AND VENT LINES PER LOCAL CODE REQUIREMENTS. NEW CABINETS. 26. INSTALL PHONE BD (4'x8'x1/2" PLYWD) IF NOT (E). PROVIDE OUTLET NEXT TO PHONE BD. 27. (E) RESTROOM PARTITIONS TO REMAIN. (E) LAVATORY COUNTER TO REMAIN. REPLACE COUNTERTOP PLAM TO MATCH EXISTING. 28. PROVIDE & INSTALL DOOR BUZZER BUTTON AT LOADING DOCK DOOR. INSTALL BUZZER DIRECTLY INSIDE LOADING DOCK DOOR AT 9' -O" AFF. 29. PROVIDE CLEAR PLASTIC LOCKING COVERS ON ALL THERMOSTATS (TYPICAL AT ALL LOCATIONS). 30. SPEED RAIL FTIT. 31. PROVIDE $3,500.00 MAINTENANCE ALLOWANCE FOR LIFT IN BID. 32. 5 GALLON WATER HEATER ABOVE MOP SINK. GC TO VERIFY IF (E) WATER HEATER IS REUSABLE. 33. EXISTING DRINKING FOUNTAIN TO REMAIN, PER DETAIL 9/A4.1. 34. 2" CONDUIT FOR AIR BELL HOSE FROM INSIDE BLDG TO CDC DRIVE AISLE. PROVIDE OUTLET FOR AIR BELL. 35. TRAILER LOADING LIGHTS, FOSTORIA DKL -40 VA -A, 300 WATT. CONFIRM LOCATION WITH OWNER. 36. PROVIDE POWER TO FORKLIFT CHARGER, LOCATED AT POINT OF USE WITH WHIP TO EQUIPMENT (LOCATION TO BE DETERMINED). PROVIDE POWER AND DISCONNECT TO BAILER (LOCATION TO BE DETERMINED). 37. ADD OR RELOCATE AUDIO AND VISUAL ALARMS AS REQUIRED BY LOCAL JURISDICTION TO PROVIDE PROPER COVERAGE. PROVIDE NEW OR RELOCATE SMOKE DETECTORS AS REQUIRED BY LOCAL JURISDICTION TO PROVIDE PROPER COVERAGE. 38. GC TO PAINT DRIVE -THRU AREA DIRECTLY IN FRONT OF CDC DOORS. 4" YELLOW STRIPES. DRIVE -UP STALL SHALL BE 9' WIDE x 20' LONG WITH A 12" THICK STRIPE AT BOTTOM. STENCIL "DONATION DROP -OFF ONLY" IN 12" BLOCK YELLOW LETTERS IN MIDDLE OF DRIVE -THRU STALL, CENTERED BOTH WAYS. PAINT YELLOW LARGE ARROW DIRECTING TRAFFIC INTO STALL, AND LARGE ARROW DIRECTING TRAFFIC TOWARD MAIN FLOW OF PARKING LOT TRAFFIC. 39. PROVIDE OUTLETS AT VESTIBULE DOORS (INTERIOR SIDE). CONFIRM LOCATIONS WITH OWNER. 40. RELOCATED FIRE DEPT CONNECTION TO BE MOUNTED AGAINST WALL, AS NEEDED TO MEET CODE REQUIREMENTS. 41. SIGN WITH TEXT "NO STORAGE ALLOWED ON TOP OF CEILING" TO BE PLACED ON WALL OF MANAGER'S OFFICE ROOM 111. RECEIVE, CITY (1F TIt GENERAL NOTES JUN 0 6 2C LA 11 1. ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSYME`PEN'TE w/ 3 -1/2 ", 20 GA METAL STUDS @ 16" OC w/ 5/8" TYPE "X" GYPSUM WALL BOARD ON EACH SIDE. 2. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWINGS. 3. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL EXISTING PARTITIONS. 5. ALL WOOD OR PLYWOOD BLOCKING TO BE FIRE - RETARDANT TREATED. 6. REPAIR ALL CRACKS, HOLES, OR DEFECTS IN CONCRETE SLAB THROUGHOUT SPACE TO ACHIEVE A SMOOTH FLOOR SURFACE AND PREPARE TO RECEIVE LEVELLING COMPOUNDS AND NEW FLOOR FINISH WHERE APPLICABLE. 7. REPAIR ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE. 8. PATCH AND REPAIR EXISTING GWB WALLS TO REMAIN THROUGHOUT SPACE TO ACHIEVE A SMOOTH SURFACE AND PREPARE TO RECEIVE NEW FINISH. 9. RETAIL AREA TO HAVE A LEVEL FINISH FLOOR. 10. BACK OF HOUSE AREA TO HAVE A MIN. OF FIRE TAPE FINISH THROUGHOUT. 11. PAINT WALLS PER FINISH SCHEDULE 12. RE: A5.1 FOR INTERIOR WALL DESCRIPTIONS & DETAILS. 13. GC TO -VERIFY MEN'S AND WOMEN'S RESTROOMS COMPLY WITH THE MOST RECENT BUILDING CODES. RE: COVER SHEET AND RESTROOM INTERIOR ELEVATIONS. 14. ALL NEW GYPSUM BOARD TO RECEIVE A LEVEL 4 FINISH (SMOOTH WALL). CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel 425.462.1515 Fax. 425.451.2250 www.savers.com • A 5/31/11 Client Rev 11 DJW "'- 5/25/11 Construction Set DJW A 5113/n PERMIT RE- SUBMITTAL DJW A 5/2/11 PERMIT RE- SUBMITTAL DJW - 4/11/11 BID SET DJW Q 4/7/11 PERMIT REVISION DJW - 3/16/11 PERMIT SUBMITTAL DJW 0 DATE REVISIONS /MILESTONES MGR DO NOT UDE IRLE99 MALE FOR COMMOTION MB C/ AND DATEDI DMB JOB NURA3ER 2007851010 DRAmo CHEATED 03.01.11 SEAL: 4980 RE�s, TERED �' ITECT ' • . . JOHNSON E OF WASHINGTON ..,, 03 201 DRAWING 11T1E: FIRST FLOOR PLAN SHEET NO.: A2•3 DOOR AND STOREFRONT SCHEDULE STOREFRONT TYPES GENERAL NOTES TYPE S -A: ALUMINUM STOREFRONT WITH DOOR T. = TEMPERED SAFETY GLASS DOOR AND GLAZING U VALUES SHALL NOT EXCEED 0.60 (DOORS) AND 0.90 (VERTICAL GLAZING). VALUES SHALL BE NFRC CERTIFIED. DOOR FRAME TO BE PAINTED TO MATCH DOOR COLOR, UNO. OUTSIDE OF EXTERIOR DOORS TO BE PAINTED TO MATCH ADJACENT WALL COLOR WITH A GLOSS FINISH. ALL OTHER DOORS AND JAMBS, INCLUDING INTERIOR FACES OF EXTERIOR DOORS, TO BE PAINTED PT -4, UNO. SEE FINISH SCHEDULE FOR FINISH DESIGNATIONS. METAL DOORS AND FRAMES TO BE 16 GAUGE WITH WELDED SEAMS. HARDWARE NOTES DOOR TYPES SCALE: 1/2" =1'-0" 16,10» / T. 0) TYPE A: HM DOOR w/ WINDOW PANEL IN DOOR HM FRAME NOTE: OFFICE DOOR WINDOW TO BE ONE -WAY GLASS (DIRECTED SO VIEWER CAN SEE OUT). T. = TEMPERED SAFETY GLASS VARIES 0 1n TYPE B: HM DOOR IN HM FRAME; PROVIDE INSULATED CORE AT EXTERIOR DOORS PEEPHOLE, WHERE APPLICABLE (EXTERIOR DOORS ONLY). PEEPHOLE, WHERE APPLICABLE (EXTERIOR DOORS ONLY). ) VARIES C -0" TYPE C: ELIASON DOOR DOOR AND HARDWARE IS FDIC; FRAME IS FCIC. 1 DOOR FRAME MATERIAL HARDWARE DETAIL REFERENCE REMARKS DOOR # SIZE MATERIAL TYPE FINISH RATING SET # KEY SIDE 101 (E) 3'- O "X7' -O" HM B PT - HM 1 - - 3,5,6, PAINT TO MATCH EXTERIOR 102A (E) 3'- 0 "X7' -O" HM B PT - HM 1 - - 3,5,6, PAINT TO MATCH EXTERIOR 102B PR 3'- 0 "X7' -0" MFR C MFR - HM - - MFR 4 102C PR 3'- O "X7' -0" MFR C MFR - HM - - MFR 4 102D PR 3'- O "X7' -0" MFR C MFR - HM - - MFR 4 103A GC TO VIF - - - - - - - - COMMERCIAL GRADE STRIP CURTAIN 103B (E) 7'- 6 "X8' -3" HM D MFR - HM 8 - - 6 103C (E) 7'- 6 "X8' -3" HM D MFR - HM 8 - - 1,6,12 103D 8'- 0 "X8' -0" HM D MFR - HM 8 - - 12 103E (E) 3'- 8 "X7' -0" HM B PT - HM 1 - 3,5,6, PAINT TO MATCH EXTERIOR 104 PR 3'-0"X7' -0" ALUM S -A MFR - ALUM 1 - ;- 4 105 (E) 3'- O "X7' -0" HM B PT - HM 1 - - 3,5,6, PAINT TO MATCH EXTERIOR 106A (E) AUTOMATIC ALUM S -A MFR - ALUM - - - 3,5,6,14 106B (E) AUTOMATIC ALUM S -A MFR - ALUM 7 - - 3,5,6 107 (E) AUTOMATIC ALUM S -A MFR - ALUM 7 - - 3,5,6 111 3'-0"X7' -0" HM A PT -4 - HM 3 - 3 2 112 3'- 0 "X7' -0" HM A PT -4 - HM 3 - 3 2 I 121 3'-0"X7' -0" HM A PT -4 - HM 6 - 3 2 122 (E) 3'- 0 "X7' -0" HM B PT -4 - HM 6 - - 3,5,6 123 (E) 3'- 0 "X7' -O" HM B PT -4 - HM 6 - - 3,5,6 124 (E) 3'- O "X7' -O" HM B PT -4 - HM 3 - 3,5,6 $ ; 13 `— ”.� -_!'� HM 3 0 _ 3,5,6 _ 201 3'- O "X4' -O" HM - SEE REMARKS HM - - - 15 202 3'- 0 "X7' -O" HM A PT -4 - HM 3 - 3 2 203A 3'- O "X7' -0" HM A PT -4 - HM 3 - 3 2 203B 3'- O "X7' -0" HM A PT -4 - HM 3 - 3 2 204 3'- O "X7' •0" HM A PT -4 - HM 3 - 3 2 205 3'- 0 "X7' -O" HM A PT -4 - HM 3 - 3 2 206 3'- 0 "X7' -0" HM A PT -4 - HM 3 - 3 2 DOOR NOTES: 1.I 2. 3. :ALL 4.I 5.! 6.I 7. 8. ? 9.! 10 IINSTALL 1 1 . I :.., 12.`INSTALL 13.! 14. =BLANK INSTALL NEW DOCK LEVELER ON BAIL FRAME DOOR PROVIDE ....,.�.�,W_�.�...���....,. BUMPERS. TRAILER DOCK AND NON -LOCAL DOCK FRAMES WITH BACKING FORCLOSURES ONLY. AND REQUIRED ---_____ AS ON EXISTING TO v_____ PART OF AUTOMATIC LOOK LIKE _.____.____--_��- DOOR HARDWARE. DOORS. NEW APPEARANCE.W_-- �����- ���� ___ _._____ ALL NEW HM DOORS TO HAVE _W_ELDED_HM RELOCATED AND EXISTING DOORS DOOR AND HARDWARE ARE FOIC; VERIFY CONDITION OF EXISTING EXISTING. INCLUDE APPROVED SURFACE VERTICAL CONTRACTOR IS RESPONSIBLE TO CONTRACTOR TO PROVIDE AN ALLOWANCE PER MFR SPECIFICATIONS. PROVIDED BY OTHERS. �..-._. �, �. �.._. �M.-. ��u �,M ....w��.�......,�.,.�- .�..�, NEW DOCK SEALS AND TO BE REFINISHED IS FCIC. AND FRAME ROD ON HEADER OF $7500.00 AND REPAIR ONE LEAF SIZING AT CDC, AS NECESSARY AS NEEDED. OF DOUBLE-DOOR °.__._.._. ._....._ AND CONFIGURATION. FOR SERVICE WORK PROVIDE PEEPHOLE FOR EXTERIOR TYPE B DOORS) WHEN APPLICABLE. _._- ___.__.__.._.,w_ EXISTING CYLINDERS __________ TYPE S -A: ALUMINUM STOREFRONT WITH DOOR T. = TEMPERED SAFETY GLASS DOOR AND GLAZING U VALUES SHALL NOT EXCEED 0.60 (DOORS) AND 0.90 (VERTICAL GLAZING). VALUES SHALL BE NFRC CERTIFIED. DOOR FRAME TO BE PAINTED TO MATCH DOOR COLOR, UNO. OUTSIDE OF EXTERIOR DOORS TO BE PAINTED TO MATCH ADJACENT WALL COLOR WITH A GLOSS FINISH. ALL OTHER DOORS AND JAMBS, INCLUDING INTERIOR FACES OF EXTERIOR DOORS, TO BE PAINTED PT -4, UNO. SEE FINISH SCHEDULE FOR FINISH DESIGNATIONS. METAL DOORS AND FRAMES TO BE 16 GAUGE WITH WELDED SEAMS. HARDWARE NOTES DOOR TYPES SCALE: 1/2" =1'-0" 16,10» / T. 0) TYPE A: HM DOOR w/ WINDOW PANEL IN DOOR HM FRAME NOTE: OFFICE DOOR WINDOW TO BE ONE -WAY GLASS (DIRECTED SO VIEWER CAN SEE OUT). T. = TEMPERED SAFETY GLASS VARIES 0 1n TYPE B: HM DOOR IN HM FRAME; PROVIDE INSULATED CORE AT EXTERIOR DOORS PEEPHOLE, WHERE APPLICABLE (EXTERIOR DOORS ONLY). PEEPHOLE, WHERE APPLICABLE (EXTERIOR DOORS ONLY). ) VARIES C -0" TYPE C: ELIASON DOOR DOOR AND HARDWARE IS FDIC; FRAME IS FCIC. PROVIDE SURFACE VERTICAL ROD ON ONE LEAF OF TYPE F • • DOUBLE -DOOR HM DOUBLE -DOOR IN HM FRAME; PROVIDE INSULATED CORE AT EXTERIOR DOORS VARIES W TYPE D: INSULATED ROLL -UP DOOR 6' -0" Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: L.r. SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 / A \ Client Rev 11 DJW \ 5/25/11 / PROVIDE SURFACE VERTICAL ROD ON ONE LEAF OF TYPE F • • DOUBLE -DOOR HM DOUBLE -DOOR IN HM FRAME; PROVIDE INSULATED CORE AT EXTERIOR DOORS VARIES W TYPE D: INSULATED ROLL -UP DOOR 6' -0" TYPE G: CHASE AIR GUARD FLEXIBLE DOOR W/ TYPE 50 STANDARD PVC WINDOWS DOOR DETAILS REVISION Na EXISTING WALL STRUCTURE THREADED ROD IN EPDXY PER STRUC. 3/8" BENT PLATE BACKER ROD & SEALANT GALV. MTL. STRIP FLASHINGTO MATCH DOOR FRAME, TYP. GROUT FRAME AT CMU INSULATED STEEL DOOR, PAINTED STEEL FRAME, PAINTED STEEL CHANNEL PER STRUCTURAL DRAWINGS IF REQUIRED STEEL PLATE PER STRUCTURAL DRAWINGS IF REQUIRED TYPICAL HEAD /JAMB @ HOLLOW METAL DOOR SCALE: 3 " =1' -0" HM FRAME BEYOND CMU WALL BEYOND DOOR AS SCHEDULED DOOR BOTTOM RAIN DRIP EXISTING CONCRETE SIDEWALK WHERE APPLICABLE EXISTING CONCRETE FOUNDATION EXTERIOR INTERIOR METAL THRESHOLD SET IN FULL BED OF MASTIC .. 0 • V .r7 TYPICAL SILL @ HOLLOW METAL DOOR SCALE: 3 " =1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 15 2011 City of Tukwila BUILDING DIVISION 1 2'• .r ElVARIES PARTITION AS SCHEDULED GWB BOTH SIDES DOUBLE 3 -5/8" MTL. STUD, TYP. PAINTED HM FRAME DOOR AS SCHEDULED DETAIL @ HM JAMB /HEAD, SIN SCALE: 3" =1' -0" ALL DOOR HARDWARE SHALL BE ABLE TO RECEIVE 7 —PIN BEST CORES. INSTALL WITH CONSTRUCTION CORE. TENANT WILL REKEY UPON POSSESSION. ALTERNATE LOCK SETS AREA ACCEPTABLE ONLY IF THEY WILL RECEIVE BEST 7 —PIN CORES, CYLINDRICAL LOCK SETS ARE ACCEPTABLE. ALL FINISH HARDWARE SHALL COMPLY WITH ADA AND LOCAL JURISDICTIONAL REQUIREMENTS. PROVIDE CLOSERS AT ALL RATED DOORS. DOORS AND OPERABLE GLAZING SEPARATING CONDITIONED FROM UNCONDITIONED SPACE SHALL BE WEATHER — STRIPPED. PROVIDE SILENCERS AND WALL STOPS /OVERHEAD STOPS AT ALL DOORS. (N) CYLINDERS AT EXISTING STOREFRONT DOORS. ALL EXTERIOR EXIT DOORS TO BE ALARMED WITH THE EXCEPTION OF THE MAIN ENTRY. HARDWARE SETS ISET HARDWARE 1 !EXIT HARDWARE: PANIC DEVICE w/ DETEX EA500I EXIT ALARM w/ RIM CYLINDER TO HOLD 7 PIN BEST CORES (REUSE OF EXISTING ALARMED !HARDWARE IS ACCEPTABLE IF IT IS ,RECONFIGURED TO RECEIVE BEST 7 PIN CORES) ;CLOSER: SARGENT 1331 JO EN .THRESHOLD: ALUMINUM _., ,WEATHER STRIPPING !HINGES: 1 1/2 PR NRP - BRUSHED CHROME KICK PLATE !NOTE: NO EXTERIOR HARDWARE, CYLINDERS OR -HANDLES ON EXTERIOR OF DOOR (EXIT ONLY). !EXIT HARDWARE: PANIC DEVICE IHOLD 7 PIN BEST CORE !DOOR HOLD OPEN: HEAVY !DOOR HOLDER. !PEEPHOLE: 5' -O" .F .F. TRIMCO #976U 180° ({ ORDER DOOR w/ 3 "x20" WINDOW WITH RATED GLASS) !CLOSER: SARGANT 1331 JH !THRESHOLD: ALUMINUM 'WEATHER STRIPPING !HINGES: 3 PR NRP - BRUSHED CHROME WELDED ASTAGAL FLUSH BOLTS w/ CYLINDER TO DUTY DROP DOWN HINGES: 1 1/2 PR NRP HINGES - BRUSHED 'CHROME !CLOSER: SARGENT 1331 JO EN LOCKSET: BEST MORTISE LOCK- 93K7D14C -626 DOOR STOP IKICK PLATE !HINGES: 1 1/2 PR BRUSHED CHROME `CLOSER: SARGENT 1331 JO EN ILOCKSET: BEST EZ KEYPAD 35HZ7EV3KP -626 DOOR STOP !KICK PLATETw v HINGES:1 1/2 PR HINGES - BRUSHED CHROME CLOSER: SARGENT 1331 JO EN ILOCKSET: BEST MORTISE LOCK 45H7L3H -626 DOOR STOP KICK PLATE HINGES: 1 1/2 PR BRUSHED CHROME (REUSE EXISTING WHERE POSSIBLE) PUSH /PULL CLOSER: SARGENT 1331 JO EN DOOR STOP KICK PLATE PROVIDE NEW RIM CYLINDER THAT IS ABLE TO RECEIVE 7 -PIN BEST CORE. WEATHER STRIPPING 7A CLOSER: SARGENT 1 331 JO EN^ A ^ ^ 8 INSTALL DOOR AND MANUFACTURER PROVIDED !HARDWARE PER MANUFACTURER'S REQUIREMENTS. PROVIDE AND INSTALL DOCK SEAL. 9 I DOOR HOLD OPEN: HEAVY DUTY DROP DOWN !DOOR HOLDER {CLOSER: SARGANT 1331 JH !THRESHOLD: ALUMINUM !WEATHER STRIPPING !HINGES: 3 PR NRP - BRUSHED CHROME !WELDED ASTAGAL FLUSH BOLTS !EXIT HARDWARE: PANIC DEVICE w/ DETEX EA500 I EXIT ALARM w/ RIM CYLINDER TO HOLD 7 PIN BEST CORES (REUSE OF EXISTING ALARMED HARDWARE IS ACCEPTABLE IF IT IS RECONFIGURED TO RECEIVE BEST 7 PIN CORES) RECEIVED CITY OF TUKWILA JUN 06 2011 PERMIT CENTER CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: L.r. SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com A 5 /31 /n Client Rev 11 DJW A 5/25/11 Construction Set DJW A 5/13/11 \ / TYPE G: CHASE AIR GUARD FLEXIBLE DOOR W/ TYPE 50 STANDARD PVC WINDOWS DOOR DETAILS REVISION Na EXISTING WALL STRUCTURE THREADED ROD IN EPDXY PER STRUC. 3/8" BENT PLATE BACKER ROD & SEALANT GALV. MTL. STRIP FLASHINGTO MATCH DOOR FRAME, TYP. GROUT FRAME AT CMU INSULATED STEEL DOOR, PAINTED STEEL FRAME, PAINTED STEEL CHANNEL PER STRUCTURAL DRAWINGS IF REQUIRED STEEL PLATE PER STRUCTURAL DRAWINGS IF REQUIRED TYPICAL HEAD /JAMB @ HOLLOW METAL DOOR SCALE: 3 " =1' -0" HM FRAME BEYOND CMU WALL BEYOND DOOR AS SCHEDULED DOOR BOTTOM RAIN DRIP EXISTING CONCRETE SIDEWALK WHERE APPLICABLE EXISTING CONCRETE FOUNDATION EXTERIOR INTERIOR METAL THRESHOLD SET IN FULL BED OF MASTIC .. 0 • V .r7 TYPICAL SILL @ HOLLOW METAL DOOR SCALE: 3 " =1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 15 2011 City of Tukwila BUILDING DIVISION 1 2'• .r ElVARIES PARTITION AS SCHEDULED GWB BOTH SIDES DOUBLE 3 -5/8" MTL. STUD, TYP. PAINTED HM FRAME DOOR AS SCHEDULED DETAIL @ HM JAMB /HEAD, SIN SCALE: 3" =1' -0" ALL DOOR HARDWARE SHALL BE ABLE TO RECEIVE 7 —PIN BEST CORES. INSTALL WITH CONSTRUCTION CORE. TENANT WILL REKEY UPON POSSESSION. ALTERNATE LOCK SETS AREA ACCEPTABLE ONLY IF THEY WILL RECEIVE BEST 7 —PIN CORES, CYLINDRICAL LOCK SETS ARE ACCEPTABLE. ALL FINISH HARDWARE SHALL COMPLY WITH ADA AND LOCAL JURISDICTIONAL REQUIREMENTS. PROVIDE CLOSERS AT ALL RATED DOORS. DOORS AND OPERABLE GLAZING SEPARATING CONDITIONED FROM UNCONDITIONED SPACE SHALL BE WEATHER — STRIPPED. PROVIDE SILENCERS AND WALL STOPS /OVERHEAD STOPS AT ALL DOORS. (N) CYLINDERS AT EXISTING STOREFRONT DOORS. ALL EXTERIOR EXIT DOORS TO BE ALARMED WITH THE EXCEPTION OF THE MAIN ENTRY. HARDWARE SETS ISET HARDWARE 1 !EXIT HARDWARE: PANIC DEVICE w/ DETEX EA500I EXIT ALARM w/ RIM CYLINDER TO HOLD 7 PIN BEST CORES (REUSE OF EXISTING ALARMED !HARDWARE IS ACCEPTABLE IF IT IS ,RECONFIGURED TO RECEIVE BEST 7 PIN CORES) ;CLOSER: SARGENT 1331 JO EN .THRESHOLD: ALUMINUM _., ,WEATHER STRIPPING !HINGES: 1 1/2 PR NRP - BRUSHED CHROME KICK PLATE !NOTE: NO EXTERIOR HARDWARE, CYLINDERS OR -HANDLES ON EXTERIOR OF DOOR (EXIT ONLY). !EXIT HARDWARE: PANIC DEVICE IHOLD 7 PIN BEST CORE !DOOR HOLD OPEN: HEAVY !DOOR HOLDER. !PEEPHOLE: 5' -O" .F .F. TRIMCO #976U 180° ({ ORDER DOOR w/ 3 "x20" WINDOW WITH RATED GLASS) !CLOSER: SARGANT 1331 JH !THRESHOLD: ALUMINUM 'WEATHER STRIPPING !HINGES: 3 PR NRP - BRUSHED CHROME WELDED ASTAGAL FLUSH BOLTS w/ CYLINDER TO DUTY DROP DOWN HINGES: 1 1/2 PR NRP HINGES - BRUSHED 'CHROME !CLOSER: SARGENT 1331 JO EN LOCKSET: BEST MORTISE LOCK- 93K7D14C -626 DOOR STOP IKICK PLATE !HINGES: 1 1/2 PR BRUSHED CHROME `CLOSER: SARGENT 1331 JO EN ILOCKSET: BEST EZ KEYPAD 35HZ7EV3KP -626 DOOR STOP !KICK PLATETw v HINGES:1 1/2 PR HINGES - BRUSHED CHROME CLOSER: SARGENT 1331 JO EN ILOCKSET: BEST MORTISE LOCK 45H7L3H -626 DOOR STOP KICK PLATE HINGES: 1 1/2 PR BRUSHED CHROME (REUSE EXISTING WHERE POSSIBLE) PUSH /PULL CLOSER: SARGENT 1331 JO EN DOOR STOP KICK PLATE PROVIDE NEW RIM CYLINDER THAT IS ABLE TO RECEIVE 7 -PIN BEST CORE. WEATHER STRIPPING 7A CLOSER: SARGENT 1 331 JO EN^ A ^ ^ 8 INSTALL DOOR AND MANUFACTURER PROVIDED !HARDWARE PER MANUFACTURER'S REQUIREMENTS. PROVIDE AND INSTALL DOCK SEAL. 9 I DOOR HOLD OPEN: HEAVY DUTY DROP DOWN !DOOR HOLDER {CLOSER: SARGANT 1331 JH !THRESHOLD: ALUMINUM !WEATHER STRIPPING !HINGES: 3 PR NRP - BRUSHED CHROME !WELDED ASTAGAL FLUSH BOLTS !EXIT HARDWARE: PANIC DEVICE w/ DETEX EA500 I EXIT ALARM w/ RIM CYLINDER TO HOLD 7 PIN BEST CORES (REUSE OF EXISTING ALARMED HARDWARE IS ACCEPTABLE IF IT IS RECONFIGURED TO RECEIVE BEST 7 PIN CORES) RECEIVED CITY OF TUKWILA JUN 06 2011 PERMIT CENTER CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: L.r. SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com A A 5 /31 /n Client Rev 11 DJW A 5/25/11 Construction Set DJW A 5/13/11 PERMIT RE- SUBMITTAL DJW A 5/2/11 PERMIT RE- SUBMITTAL DJW - 4/11/11 BID SET DJW A 4/7/11 PERMIT REVISION DJW A 3/16/11 PERMIT SUBMITTAL DJW A DATE REVISIONS /MILESTONES MGR DO NOT UE FOR OONMRUCTION UNLE138 INHALED AND DAIB> DAB JOB MASER 2007861010 DRAVR1G1 CREME> 03.01.11 SEAL: 4980 RE , RED '. HITECT `► - W. JOHNSON • ATE OF WASHINGTON N032011 DRAWING TITLE DOOR SCHEDULE SHEET NO.: A5.2 AGEI CY RTES cI SOUTHCEN PR EET INDEX CONSR# " TYPE: ZONING: SETBACK PARKING: s PRINK_ERED: PROJECT AREA: APPLI ._= JURS_:E�, PER -S: CODES: TYPE II - AUTOMATIC SIRE SPRI: FILERS (UNCHANGE: MERCANTILE COMMERCIAL (UNCHANGED) SPECIFICALLY: TUC - TUKWI_A SIDE SETBACK = 0 Pop II a N CENTER PROPERTY Y I INE RETAIL = 4 PARKING FOR EVERY 1,000 NET SF. EXISTII 1G PARKING = 21$ SPACE`. REMOVING 7 39,222 NET SF REQUIRES 157 RA KING SPACES. =U_LY SFRINKLERED 52," 96 S= (I .`CHANGED) 0'08 2009 .;r.n,^.i 3C & AMENDMENTS, IEBC (INTERNA.T' 1k4(7. N FOR 0 PROVIDED. .SH=NGTCk'1 .NGTC' MELD LA F E ST EDI iON OF AMENDMENTS �- ;L T D : fl ^u: C� SEC - 54 WI I H D`C CITY OF TUKWI_A DEPARTMENT OF C MUNITY DEVELOPMENT 6300 SC - --�' , U C TEP BLVD, #10 T IJ K W I I A. ; A PLO W. 206,4, 1.3670 FAX: 7, n BU �!G REN!( 071 R A , . P PERMIT #D1 RI 51 -57 WAC 51 -11 WAC NEW PARKING = 210 SPACES. r':E3 -T" WITH ANY STATE AND LOC ° L 272 10A I OF EX'S- C ANT SPACE IN AN EXISTING BUILDING TO BE ;USED ' E C � R._I `�_, IIIS (MERCANTILE) AND ZON;NG (CO SITE iORK INCLUDES: RETRIPING EXISTING PARTING LOT AND DONATION DROP OFF LOADING /UNLOADING AREA. \ITE`R OR IMPROVEMENTS INCLL THE ANCHORING OF TENANT FX A,;TITIO R i 1-[-117 _�,.1I r 0CC.IED'. RCIAL) WILL .\,„ AL OF LANDSCA.P' NG ISLAND AND LL I ER .,,R UPGRADE INCLU" ::S: PAINTING AND MA I _ UPGRADES TO STRUCTURALLY \IGINEEFED COVERED PLATFORM 41 LOADING AREA. SEPARATE PER_ MIT APPLIC..T1ONS OT P. M H. lI = , P 1 _L;C :CAL. SOU thce n +' MaI r,, AL PERMIT DESIGN 3U =IRE PROTECTION. ERS / VALUE L ALL CDC C CHTING UPG - =.DE; S H;UCTUR, ENGINEERING FOR NISH A f DITTO SY CONTRACTOP ?^ CLUDry : AWNING. Ir.ATIr.N rtI IU , BUILDING SECTION L':_i✓:, 5�.,!�N MARK WALL SECTION DETAIL ENLARGED PLAN / ;r MARK €NTER(O, Il CCU .4 :v GRID DETAIL ^' BER SHEET NUMBER DETAIL NUMBER SHEET NU4'EBER DETAIL SHEET NUS " -- 3 EN! r' -, AN/ DETAIL _ ABER SHEET ivuo WINDOW TYPE DOOR TAG ROOMNAME O RE'' :'ii TAG Sty: " =T NOTES `,S,CT_ Ni5n TAGS PARKWAY ARE 260842 CIO ROSEN PROPERTIES O O PO PDX . 5 0 U n V v 87 ` :VLF, "? A Stn! 9 v , Y`: �, v Uu ERS f!J vi p _ N ST., STE. 220 G ^n.n. •8uu4 Ph: 425.450.2373 Fax: 425.452.4678 CONTACT. TODD MORRA.' EMAIL T 'O AN S.:vERS.COM i TE ARCHITEC '.0 ..! 93. COL RT 9052 . a <: 2 298.1019 : ^T, r r EMAIL: near. S1H CI BBLE ENGINEER!, INC. 10%9 MARK, 71- s it_LT t l \.r\ L.AN D t1 98033 PH : 425.82 -_ j:-700 E .T. 231 Fox: 425.827.6131 T NE' c;ON © 0,E.:_E` N -.. 17R8,00 ' STRUCTU RAL (FIXTURE ANC:.f1 ARMOUR UN 77.-"R ENGI EE ING, LLC 13456 SE 27th PL., #200 BELLEVUE, WA 98005 425.614.0949 Fax: 1.-25,E, 09� CONTACT: BILL ARMOUR U I :a ©c en .core V'Cr PROJECT LOCATION r Gi KEY PL PLANMNG APPROVED No changes can be made to these plans without approval from the Planning Division of DCD pprove ate: T—SL w i 9t Lr rc1R FIRE AL. GENERAL C01\ TRACTOR TO CONTACT FIRE ALARM CONSULTANT TO COORDINATE FIRE ALARM: •ec��ca i -1 TO RECEIVE AN CONTACT: MICHAEL MORENCY Rh: 781.305.5243 EMAIL: michaei.rr orency ©niscayah.us BID INFORMATION SUB - CONTRACTORS MAY SEND ProjectBidl_ist©sa vers.c `!T0MATIC RESPONSE WITH r-r-,•.,, r HI . • L � ! L) ' TO FOR THIS PROJECT KEY: : ISSUED : ISSUED FOR REFERENCE 40.1 A0.2 A0.3 It - -r L. TITLE COVER SHEE- ISSUED FOR INDEX ABB REVIA, P i 'ENERAL NOTES EGRESS PLAN AL.z ^I.y'i -r 1:Vi I : _ URAL v J A1.1 A1.2 A2.1 A2.3 42.3 A2.4 SITE PLAN OVERALL :SIT'✓ H _ PL AN DFM0' I-, ION \ FRST rnD DI A >.` ;EZZANINE FLOOR PLAN REFLECTED CEILING PLAN ME ZZANII REFLECTED CE P AN �.5 F. -..,,E FLAN Ay,1 I - ; <; -ERIOR FLEVA.TICC!' ,.. 1 D -TAILS Si- SCHE U 030R SCHEDULE S T RUCT R I c Kin g FILL COPY Permit No..t)11- ri i1 plr review pi is subl ' to em and a _sioni, 1'rova! of col ion nen _ _s not authorize . ' .oiatvl of any adopted code of orrice. Receipt c, Lpproved Fi conditions is miaow/lodged: BY / r. Date: City a BUIIDI•:.:.. . JON REVY ""WS No changes shall made to the scope cf ksnrk without prior approval of Tukwila Bui:ding Division. 1:.=T : rug` :zions will require a new pfan submittal and may incude a :- °° al plan review fees. FERMI hL JiRED FOR: echanicai Buir Electrical I 'fumbing [Gas Piping of Tukwila a DIVISION CORRECTION LT R #._ COD_ PL., .N APkJVED MAY 2 3 2011 L- UA2 City ofT a BUILDING I_., uJON b11-0r7, C ■ gc- Tlia I LLJ Q SOUTHCENTER PARKWAY so co Stantec A.r Iltec ure :our!. NE Ste -1_ • • A A SAVERS_- VALUE I_LA:E }vu Tel. _ . ` E 15 F::.. 5 /2/11 Miff MIN 4/7tIt 3/15/5 PBPAT DATE DC NOT 116E FOR CONBTRJOTION MGR MEN IRKED AND DATED: E AS "r 2007 :. 0 CFEATEDi 03.01.11 W. JOHNSON flt n, :: :.IG ^R DRAWING TITLE: FENtir COVER SHEET / INDEX SHEET NO.: re LU AO I ' LU CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: -4,,, Y A 3 a SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com ABBREVIATIONS GENERAL NOTES AB AC ACCS ACT ADA ADJ AFF ALUM ALT APPR APPROX ARCH BD BLDG BLKG BM BOT B/S BSMT BU CAB CD CG CJ CL CLR CLG CMU CONC COL CONST COLT CPT CT CU. FT. CU. YD. CWL DEMO DF DIA DIM DN DR DS DW DWG E EA EIFS EJ ELEC EL ELEV EQ EQUIP EXIST EXT FBO FD FDN FE FEC FF FLR FOC FOF FOM FOS FOIC F010 FOIT FTIC FTIT FP FT FRT FTG ANCHOR BOLT AIR CONDITIONING ACCESSIBLE ACCOUSTICAL CEILING TILE AMERICAN DISABILITY ACT ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM TS A ALTERNATE ANODIZED APPROXIMATE ARCHITECT / ARCHITECTURE BOARD BUILDING BLOCKING BEAM BOTTOM BUILDING STANDARD BASEMENT BUILT UP CABINET CRASH DOOR CORNER GUARD CONTROL JOINT CENTER LINE CLEAR CEILING CONCRETE MASONRY UNIT CONCRETE COLUMN CONSTRUCTION CONTINUOUS CARPET CERAMIC TILE CUBIC FOOT CUBIC YARD COLD WATER LINE DEMOLITION NKIN DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DOWN SPOUT DISHWASHER DRAWING EXISTING EACH EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELECTRICAL ELEVATION (HEIGHT) ELEVATION (VIEW) / ELEVATOR EQUAL EQUIPMENT EXISTING EXTERIOR FURNISHED BY OWNER (SEE BID DOCUMENTS FOR MORE INFORMATION) FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR FLOOR FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FURNISHED BY OWNER & INSTALLED BY CONTRACTOR FURNISHED BY OWNER & INSTALLED BY OWNER FURNISHED BY OWNER & INSTALLED BY TENANT FURNISHED BY TENANT & INSTALLED BY CONTRACTOR FURNISHED BY TENANT & INSTALLED BY TENANT FIREPROOFING FOOT / FEET FIRE RETARDANT TREATED FOOTING GA GALV GC GFRC GL GND GWB GYP HB HC HD HDR HDWR HDWD HM HORIZ HR HT HVAC HW HWH HWL ID IN INCL INSUL INT JAN JT LAM LAV LF LT LTG MAX MDF MDO MECH MEMB MFR MIN MISC MTD MTL N/A NIC NO. NOM NTS OC OD OH OLF OPNG OPP OTS PLUM PL P.L. PLYWD PR PSF PSI PT PVMT R RA RB RD RAD REF REINF REFL REQ RM RO RES GAUGE GALVANIZED GENERAL CONTRACTOR GLASS FIBER REINFORCED CONCRETE GLASS / GLAZING GROUND GYPSUM WALLBOARD GYPSUM HOSE BIBB HOLLOW CORE HEAVY DUTY HEADER HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING / VENTILATION / & AIR CONDITIONING HOT WATER HOT WATER HEATER HOT WATER LINE INSIDE DIAMETER INCH INCHES INCLUDE INSULATION INTERIOR JANITOR JOINT LAMINATE LAVATORY LINEAL FEET LIGHT LIGHTING MAXIMUM MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLAY MECHANICAL MEMBRANE MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ONECENTER OUTSIDE DIAMETER OVERHEAD OCCUPANT LOAD FACTOR OPENING OPPOSITE OPEN TO STRUCTURE PLASTIC LAMINATE PLATE PROPERTY LINE PLYWOOD PAIR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT PAVEMENT RISER RETURN AIR RUBBER BASE ROOF DRAIN RADIUS REFERENCE REINFORCING REFLECTED REQUIRED / REQUIREMENT ROOM ROUGH OPENING RESILIENT REV SC SCHED SDC SEC SHT SHTG SIM SM SOG SPEC SQ SF SS STL STD STOR STRUC SUSP SY T TEL TEMP T &G TO TOS TOP TYP UNO UON UTIL VCT VENT VERT VEST VIF W WD D W/O WP WR WT WWR REVISION / REVERSE SOLID CORE SCHEDULE STATIC DISSAPATING CARPET SECTION SHEET SHEATHING SIMILAR SHEET METAL SLAB ON GRADE SPECIFICATION SQUARE SQUARE FOOT STAINLESS STEEL STEEL STANDARD STORAGE STRUCTURE / STRUCTURAL SUSPENDED SQUARE YARD TEMPERED TELEPHONE TEMPERED TONGUE & GROOVE TOP OF TOP OF SLAB TOP OF PLATE TYPICAL UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED UTILITY VINYL COMPOSITION TILE VENTILATION VERTICAL VESTIBULE VERIFY IN FIELD WITH WOOD WITHOUT WATERPROOF WATER RESISTANT WEIGHT WELDED WIRE REINFORCING A. GENERAL REQUIREMENTS 1. COMPLIANCE WITH THESE NOTES ARE REQUIRED G. GENERAL CONSTRUCTION INSTALL ELECTRICAL ITEMS INDICATED IN THE DRAWINGS. WHERE THEY OCCUR IN PROJECT SCOPE. ADDITIONAL 1. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY 4. ALL FINISH MATERIALS SHALL COMPLY WITH THE GENERAL NOTES ARE PROVIDED ON CONSTRUCTION SHEETS. LOCATIONS OF MECHANICAL AND ELECTRICAL ELEMENTS AND FLAME SPREAD CLASS AS IDENTIFIED IN THE IBC TABLE OTHER EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY 803.5. B. CODES CONFLICTS PRIOR TO BEGINNING WORK. 5. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO "INTERNATIONAL THE CURRENT APPLICABLE INTERNATIONAL BUILDING 2. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS CODE" AND ALL OTHER APPLICABLE CODES & AUTHORITIES OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH THE THE ROOM UNLESS NOTED OTHERWISE. HAVING JURISDICTION SHALL GOVERN DESIGN AND MECHANICAL CONTRACTOR AND APPROVED SHOP DRAWINGS. 6. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS CONSTRUCTION. IN CASE OF ANY CONFLICT WHEREIN THE THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF FOR THE TENANT'S APPROVAL PRIOR TO MANUFACTURE OF METHODS OR STANDARDS OF INSTALLATION OF THE ALL MECHANICAL EQUIPMENT PADS, BASES & MOUNTING ANY CABINET WORK, MILLWORK, AND ANY OTHER SPECIAL MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE DEVICES AS WELL AS POWER, WATER OR DRAIN ITEMS REQUIRING CUSTOM SHOP FABRICATION. REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS INSTALLATION WITH EQUIPMENT MANUFACTURERS PRIOR TO SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. BEGRIMING WORK. K. PLUMBING / ELECTRICAL / MECHANICAL 3. THE CONTRACTOR SHALL KEEP AREAS UNDER 1. ELECTRICAL / TELEPHONE OUTLETS SHALL BE C. THE DRAWINGS AND SPECIFICATIONS CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY MOUNTED VERTICALLY AT +15" UNLESS OTHERWISE NOTED. 1. CIVIL, STRUCTURAL, ELECTRICAL, MECHANICAL, FIRE DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS 2. ALL PLUMBING PIPES IN WALLS SHALL HAVE PROTECTION, PLUMBING, AND LANDSCAPE DRAWINGS ARE AND EQUIPMENT IN AREAS DESIGNATED BY OWNER. ACOUSTICAL INSULATION. SUPPLEMENTARY OF THE ARCHITECTURAL DRAWINGS. IT 4. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER 3, MECHANICAL CONTRACTOR SHALL PROPOSE SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO FLASHING, AND EXPANSION JOINTS SHALL BE CONSTRUCTED LOCATIONS OF ALL THERMOSTATS AND OBTAIN APPROVAL CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE IN SUCH A MANNER AS TO MAKE THE WATERPROOF. THE FROM ARCHITECT. INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN JUNCTION OF THE ROOF AND VERTICAL SURFACES SHALL BE 4. COORDINATE ALL JUNCTION BOX AND OUTLET THE ARCHITECTURAL AND OTHER DRAWINGS SHALL BE FLASHED AND COUNTER FLASHED IN A MANNER TO MAKE LOCATIONS WITH CASEWORK CONTRACTOR. ALL JUNCTION BROUGHT TO THE ARCHITECT'S ATTENTION FOR THEM WATERPROOF. BOXES, FLEXIBLE CONDUITS, OUTLET BOXES, RECEPTACLES, CLARIFICATION. 5. VERIFY LOCATIONS OF FANS, GRILLES, ETC. AT LIGHTS, AND ALL OTHER ELECTRICAL COMPONENTS REQUIRED 2. SPECIFICATIONS ARE A PART OF THESE BUILDING EXTERIOR WITH ARCHITECT. FOR POWER AND LIGHTING WITHIN CASEWORK ITEMS ARE 6. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR CONSTRUCTION DOCUMENTS. ADDITIONAL SPECIFICATIONS METALS. STAIRS OR LADDERS USED ONLY TO ATTEND FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. AND /OR PROJECT MANUAL MAY BE PROVIDED BY THE GENERAL CONTRACTOR IS TO CONTACT THE CASEWORK EQUIPMENT SHALL COMPLY WITH OSHA REGULATIONS. ARCHITECT. SHOP DRAWINGS TO VERIFY THE LOCATION, TYPE, AND 7. WHERE FLOOR DRAINS OR FLOOR SINKS OCCUR, ALL 3. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, QUANTITY OF CONNECTIONS REQUIRED FOR ALL CASEWORK STRUCTURAL, ELECTRICAL, MECHANICAL, PLUMBING, FINISH FLOORS SHALL SLOPE TO DRAIN. ITEMS AND TO SUPPLY ALL MATERIALS, PERMITS, AND LANDSCAPE DRAWINGS, ETC., ARE FOR THE PURPOSE ONLY 8. ALL PARTITIONS EXTEND TO UNDERSIDE OF LABOR REQUIRED TO COMPLETE ELECTRICAL CONNECTIONS OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH STRUCTURE ABOVE, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TO CASEWORK AND ELECTRICAL ITEMS. g, PLANS SHALL NOT BE USED FOR PORTIONS OF THE WORK 5. THE CONTRACTOR IS TO COORDINATE WITH THE OTHER THAN THAT PERTAINING TO THE TITLE OF EACH PROVIDING ALL BLOCKING FOR WALL AND CEILING MOUNTED TENANT SUPPLIED SECURITY DATA WIRING, EQUIPMENT, AND SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH ITEMS, INCLUDING HARDWARE, LIGHTING FIXTURES, GRAB ACCESSORIES TO INCLUDE BUT NOT LIMITED TO: SPECIFIC PORTION OF THE WORK. BARS, AND N.I.C. INTERIOR MILLWORK. PROVIDE SHEET CONDUIT & J -BOX LOCATIONS 4. ALL WORK IS NEW UNLESS INDICATED OTHERWISE. METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF POWER REQUIREMENTS 5. DOORS AND CASE OPENING WITHOUT LOCATION 20 GA GALVANIZED SHEET METAL) IN PARTITIONS FOR 6. THE CONTRACTOR IS TO COORDINATE WITH TENANT DIMENSIONS OR DETAILS ARE TO BE LOCATED 6" FROM THE INSTALLATION OF WALL HUNG CABINET WORK AND PANELING SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT ADJACENT WALL OR CENTERED BETWEEN WALLS. WHERE INDICATED ON DRAWINGS, INCLUDING ALL OWNER LIMITED TO: PROVIDED ITEMS. 6.REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ELECTRICAL & DATA WIRING LOCATIONS ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF 10. THE CONTRACTOR SHALL PROVIDE HOISTING FOR J -BOX LOCATIONS ALL F.O.I.C. OTHERS. FURNISHED B. .O.I.C. FURNISHED BY DRAWN IN FULL. (FURNISHED CONNECTIONS & WALL MOUNTING REQ. 7. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS OWNER & INSTALLED BY CONTRACTOR) ITEMS ARE TO BE WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS DELIVERED BY OWNER TO DESIGNATED AREA FOR HOISTING. L. SIGNAGE PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE 11. ALL FRAMING LUMBER, PLYWOOD, AND CONCEALED 1. ALL SIGNAGE SHALL COMPLY, AS REQUIRED WITH ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. WOOD SHALL BE FIRE RETARDANT TREATED (FRT). THE ADA. 8. THE PROCEDURES AND TERMS OF SHOP DRAWING 12. THE CONTRACTOR SHALL GUARANTEE ALL WORK SUBMITTAL SHALL BE PER THE LATEST EDITION OF THE AGAINST FAULT OF ANY MATERIAL OR WORKMANSHIP FOR A GENERAL CONDITIONS. A FORM FOR PRODUCT PERIOD OF NOT LESS THAN ONE YEAR AFTER COMPLETION SUBSTITUTION REQUESTS CAN BE OBTAINED FROM THE AND ACCEPTANCE. FAULTY WORK SHALL BE REPLACED OR ARCHITECT. REPAIRED AT CONTRACTOR'S EXPENSE. D. DIMENSIONS H. FIRE PROTECTION 1. THE CONTRACTOR SHALL FOCUS SPECIAL ATTENTION 1. PROVIDE FIRE DAMPERS AT ALL SUPPLY AIR AND ON A FIELD REVIEW OF THE EXISTING CONDITIONS PRIOR TO RETURN AIR OUTLETS, INLETS OR DUCTS PENETRATING FIRE CONSTRUCTION. ANY CONDITIONS THAT ARE FOUND TO BE RATED ASSEMBLIES, ENCLOSURES, PARTITIONS, FLOORS OR INCONSISTENT WITH THE DOCUMENTS, OR WHERE THE SURFACES AS REQUIRED BY THE FIRE DEPARTMENT. INTENT IS IN DOUBT, SHOULD BE BROUGHT TO THE 2. FIRE EXTINGUISHERS ARE TO BE FURNISHED AND ATTENTION OF THE ARCHITECT FOR RESOLUTION. INSTALLED BY THE CONTRACTOR. PLACEMENT, LOCATION, 2. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR AND NUMBER OF EXTINGUISHERS IS TO BE DETERMINED BY SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND THE CODE OFFICIALS. ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF 3. FIRE HYDRANTS ARE TO BE INSTALLED PRIOR TO ANY DISCREPANCIES ARE FOUND. NOTE THAT DIMENSIONS ABOVE GROUND CONSTRUCTION. ARE TO FACE OF EXTERIOR CONCRETE WALL, EXTERIOR COLUMN, AND FACE OF FINISH OR CENTERLINE OF INTERIOR I. GLAZING STRUCTURAL COLUMN UNLESS OBVIOUSLY SHOWN OR 1. THIS PROJECT CONTAINS GLAZING THAT WILL BE MARKED OTHERWISE. SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING 67 1 SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE E. COORDINATION TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS �' 1. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR THE ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH VERIFICATION AND COORDINATION WITH OTHER CONTRACTORS THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH AND THE ACCURATE LOCATION OF OPENINGS FOR THE WORK. MECHANICAL, ELECTRICAL, AND MISCELLANEOUS EQUIPMENT. 2. ALL GLASS AT DOORS AND RELITES SHALL BE E REVIOWED FOR EACH CONTRACTOR SHALL BE RESPONSIBLE FOR THE . TEMPERED SAFETY GLAZING. CODE COMPLIANCE JOINING OF HIS /HER WORK TO THE WORK OF OTHER APPROVED TRADES. J. FINISHES MAY 2 3 2(111 1. SAMPLES OF ALL FINISH MATERIALS AND PAINT F. EXITS COLORS SPECIFIED SHALL BE SUBMITTED FOR APPROVAL TO 1. ALL EXITS SHALL BE OPERABLE FROM INSIDE THE TENANT PRIOR TO THE COMMENCEMENT OF WORK. City ofTukwila WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, REFER TO SPECIFICATIONS. BUILDING DIVISION! AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE 2. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, REQUIRED AND INDICATED. DUCTS, VENTS, ETC. ALL LINES SHALL BE CONCEALED OR 2. ALL THRESHOLDS ARE 1/2" ELEVATION CHANGE MAX. FURRED AND FINISHED UNLESS NOTED AS EXPOSED 3. ALL EXIT SIGNS SHALL HAVE LETTERS SIX (6) CONSTRUCTION ON THE DRAWINGS. CITYR LA INCHES HIGH MINIMUM, AND SHALL CONFORM WITH 3. OFFSET STUDS WHERE REQUIRED, SO FINISH WALL MAR 17 2011 APPLICABLE CODES. SURFACE WILL BE FLUSH UNLESS NOTED OTHERWISE. PERMIT CENTER PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: -4,,, Y A 3 a SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com Men err eueLrrTAL DM 0 DATE NOR DO NOT ME FOR COMEDOWN ages PEDALED AK) DAM) LIM DA16 JOB ItlIA381 2007861010 DRAMIIIQ a T 03.01.11 SEAL: DRAWING TIRE: ABBREVIATIONS / GENERAL NOTES SHEET NO.: A0.2 OCCUPANT LOAD CALCULATION: SHEET NOTES: NOT USED. BALE TRAILER LOCAL RECEIVING ( 103) MANAGER'S JUMP START OFFICE OFFICE LOCAL COMPACTOR MEZZANINE ABOVE SPACE RETAIL SALES AREA OFFICES RESTROOMS / UTILITY BREAK ROOM RECEIVING / PRODUCTION TOTAL FIRST FLOOR SQUARE FOOTAGE 29,540 30 985 200 100 2 606 0 0 650 50 13 8,186 300 27 OLF # OF PEOPLE 39,222 1,031 MEZZANINE ME PRODUCTIO MEANS OF EGRESS (MERCANTILE AND MEZZANINE EXITING FROM MERCANTILE): LONGEST TRAVEL DISTANCE = 135' (< 250') 'SHOES — — EURNITUR- — NUMBER OF OCCUPANTS: 994 (985 + 9 (1/3 OF THE MEZZANINE OCCUPANTS)) NUMBER OF EXITS: 3 REQUIRED — 5 PROVIDED DOOR WIDTH REQUIREMENT: PER 2009 IBC SECTION 1005, TOTAL WIDTH OF EGRESS SHALL NOT BE LESS THAN THE OCCUPANT LOAD MULTIPLED BY 0.2 INCHES. 994 x .2 = 198.8 INCHES OF EXIT REQUIRED. DOOR 101A: 36" + DOOR 105: 36" + DOOR 106B: 52" + DOOR 107: 52" + DOOR 102A: 36" = 212 INCHES OF EXIT PROVIDED. PER 2009 IBC SECTION 1005, THE LOSS OF ANY ONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50% OF THE REQUIRED CAPACITY. 50% OF 198.8 = 99 INCHES REQUIRED. 212" — 52" = 160 INCHES PROVIDED. PER 2009 IBC SECTION 1015.2.1, EXCEPTION 2, WHEN A BUILDING IS EQUIPPED THROUGHOUT WITH A FIRE SPRINKLER SYSTEM, THE SEPARATION DISTANCE OF EXIT DOORS SHALL NOT BE LESS THAN ONE THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA. MAXIMUM DIAGONAL = 239' -0 "/3 = 79' -7" REQUIRED. 184' -2" PROVIDED. TOILET FIXTURES TRAVEL DISTANCE REQUIREMENT FOR MERCANTILE: PER 2009 IBC SECTION 1016 & 1016.1, MAXIMUM LENGTH OF TRAVEL FROM THE MOST REMOTE POINT, SHALL NOT EXCEED 250 FEET. 250 FEET MAX REQUIRED, 210 FEET PROVIDED. 2009 IBC TABLE 2902.1 (1,057 OCCUPANTS = 528 MEN, 528 FEMALE ) TOILETS REQUIRED: 1 PER 500 © 528 = 2 PER SEX. TOILETS PROVIDED: 3 MALE & 2 FEMALE TRAVEL DISTANCE REQUIREMENT FOR MEZZANINE: PER 2009 IBC SECTION 1016 Sc 1016.1, MAXIMUM LENGTH OF TRAVEL FROM THE MOST REMOTE POINT, SHALL NOT EXCEED 250 FEET. 250 FEET MAX REQUIRED, 145 FEET PROVIDED. MEZZANINE ABOVE MEZZANINE ABOVE STAIRWELL HALLWAY C NTILE D TION MEANS OF EGRESS (PRODUCTION AND ROOMS SERVING PRODUCTION): NUMBER OF OCCUPANTS: 42 NUMBER OF EXITS: 2 REQUIRED — 3 PROVIDED SINKS REQUIRED: 1 PER 750 @ 528 = 1 PER SEX. SINKS PROVIDED: 1 MALE & 2 FEMALE DRINKING FOUNTAINS REQUIRED: 1 PER 1,000 = 2 DRINKING FOUNTAINS PROVIDED: 2 SERVICE SINK REQUIRED: 1 SERVICE SINK PROVIDED: 1 DOOR WIDTH REQUIREMENT: PER 2009 IBC SECTION 1005, TOTAL WIDTH OF EGRESS SHALL NOT BE LESS THAN THE OCCUPANT LOAD MULTIPLED BY 0.2 INCHES. 42 x .2 = 8.4 INCHES OF EXIT REQUIRED. AS A SINGLE EGRESS WIDTH IS MORE THAN THIS FIGURE, THIS REQUIREMENT IS NOT APPLICABLE. THE REQUIREMENT IS MET. ELECTRICAL PER 2009 IBC SECTION 1015.2.1, EXCEPTION 2, WHEN A BUILDING IS - EQUIPPED • THROUGHOUT WITH A FIRE SPRINKLER SYSTEM, THE SEPARATION- DISTANCE OF EXIT DOORS SHALL NOT BE LESS THAN ONE THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA. MAXIMUM DIAGONAL = 201'- 10 " /3 = 67' -4" REQUIRED. SEPARATION = 153' -9" PROVIDED. TRAVEL DISTANCE REQUIREMENT: PER 2009 IBC SECTION 1016 & 1016.1, MAXIMUM LENGTH OF TRAVEL FROM THE MOST REMOTE POINT, SHALL NOT EXCEED 250 FEET. 250 FEET MAX REQUIRED, 135 FEET PROVIDED. GENERAL NOTES DISTANCE BETWEEN EXITS SHALL BE NO LESS THAN HALF THE DISTANCE BETWEEN THE LONGEST DIAGONAL MEASUREMENT IN TENANT SPACE. WITH AN AUTOMATED SPRINKLER SYSTEM, THE DISTANCE BETWEEN EXITS SHALL BE NO LESS THAN ONE —THIRD OF THE LENGTH OF THE LONGEST DIAGONAL. MAXIMUM LENGTH OF EXIT ACCESS TRAVEL SHALL NOT EXCEED 200 FEET. WITH AN AUTOMATED SPRINKLER SYSTEM, THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL SHALL NOT EXCEED 250 FEET. CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 BREAK ROOM CRAgC =S_RACI =RACK 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. THESE OFFICES. Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: I 1 C� =s_R=RC_ I I-- 1 SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tr 61 �rr� �rr� MEN'S ROOM WOMEN'S ROOM REVIEWED FOR ;ODE COMPLIANCE 4 APPROVED MAY 2 3 2011 City of Tukw Tel 425.462.1515 Fax. 425.451.2250 www.savers.com EXf1 VESTIB 4- - j1d L rD«u�1r1�T�[ !� • 1 1 E I 1.U[I11UUhIN [ L UTE TT I]1L[IU '4!I uuIIl1II[�I[I u1I�I� h�111111 IBULE LEGEND EGRESS PLAN INDICATES PATH OF EGRESS INDICATES CENTER POINT BETWEEN TWO LONGEST TRAVEL PATHS OF EGRESS ( .1 SCALE: 3/32 " =1' -0" INDICATES STARTING POINT OF LONGEST TRAVEL PATH OF EGRESS INDICATES EMERGENCY LIGHTING PATH OF TRAVEL. ELECTRICAL PERMIT TO VERIFY LIGHTING ALONG THIS PATH MEETS MINIMUM FOOT CANDLE REQUIREMENTS. SEE RCP LEGEND FOR MORE DETAIL. -- • IIIINIMINIIN • A 5/13/11 P –aaB mAL DJW MEZZANINE ME PRODUCTIO MEANS OF EGRESS (MERCANTILE AND MEZZANINE EXITING FROM MERCANTILE): LONGEST TRAVEL DISTANCE = 135' (< 250') 'SHOES — — EURNITUR- — NUMBER OF OCCUPANTS: 994 (985 + 9 (1/3 OF THE MEZZANINE OCCUPANTS)) NUMBER OF EXITS: 3 REQUIRED — 5 PROVIDED DOOR WIDTH REQUIREMENT: PER 2009 IBC SECTION 1005, TOTAL WIDTH OF EGRESS SHALL NOT BE LESS THAN THE OCCUPANT LOAD MULTIPLED BY 0.2 INCHES. 994 x .2 = 198.8 INCHES OF EXIT REQUIRED. DOOR 101A: 36" + DOOR 105: 36" + DOOR 106B: 52" + DOOR 107: 52" + DOOR 102A: 36" = 212 INCHES OF EXIT PROVIDED. PER 2009 IBC SECTION 1005, THE LOSS OF ANY ONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50% OF THE REQUIRED CAPACITY. 50% OF 198.8 = 99 INCHES REQUIRED. 212" — 52" = 160 INCHES PROVIDED. PER 2009 IBC SECTION 1015.2.1, EXCEPTION 2, WHEN A BUILDING IS EQUIPPED THROUGHOUT WITH A FIRE SPRINKLER SYSTEM, THE SEPARATION DISTANCE OF EXIT DOORS SHALL NOT BE LESS THAN ONE THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA. MAXIMUM DIAGONAL = 239' -0 "/3 = 79' -7" REQUIRED. 184' -2" PROVIDED. TOILET FIXTURES TRAVEL DISTANCE REQUIREMENT FOR MERCANTILE: PER 2009 IBC SECTION 1016 & 1016.1, MAXIMUM LENGTH OF TRAVEL FROM THE MOST REMOTE POINT, SHALL NOT EXCEED 250 FEET. 250 FEET MAX REQUIRED, 210 FEET PROVIDED. 2009 IBC TABLE 2902.1 (1,057 OCCUPANTS = 528 MEN, 528 FEMALE ) TOILETS REQUIRED: 1 PER 500 © 528 = 2 PER SEX. TOILETS PROVIDED: 3 MALE & 2 FEMALE TRAVEL DISTANCE REQUIREMENT FOR MEZZANINE: PER 2009 IBC SECTION 1016 Sc 1016.1, MAXIMUM LENGTH OF TRAVEL FROM THE MOST REMOTE POINT, SHALL NOT EXCEED 250 FEET. 250 FEET MAX REQUIRED, 145 FEET PROVIDED. MEZZANINE ABOVE MEZZANINE ABOVE STAIRWELL HALLWAY C NTILE D TION MEANS OF EGRESS (PRODUCTION AND ROOMS SERVING PRODUCTION): NUMBER OF OCCUPANTS: 42 NUMBER OF EXITS: 2 REQUIRED — 3 PROVIDED SINKS REQUIRED: 1 PER 750 @ 528 = 1 PER SEX. SINKS PROVIDED: 1 MALE & 2 FEMALE DRINKING FOUNTAINS REQUIRED: 1 PER 1,000 = 2 DRINKING FOUNTAINS PROVIDED: 2 SERVICE SINK REQUIRED: 1 SERVICE SINK PROVIDED: 1 DOOR WIDTH REQUIREMENT: PER 2009 IBC SECTION 1005, TOTAL WIDTH OF EGRESS SHALL NOT BE LESS THAN THE OCCUPANT LOAD MULTIPLED BY 0.2 INCHES. 42 x .2 = 8.4 INCHES OF EXIT REQUIRED. AS A SINGLE EGRESS WIDTH IS MORE THAN THIS FIGURE, THIS REQUIREMENT IS NOT APPLICABLE. THE REQUIREMENT IS MET. ELECTRICAL PER 2009 IBC SECTION 1015.2.1, EXCEPTION 2, WHEN A BUILDING IS - EQUIPPED • THROUGHOUT WITH A FIRE SPRINKLER SYSTEM, THE SEPARATION- DISTANCE OF EXIT DOORS SHALL NOT BE LESS THAN ONE THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA. MAXIMUM DIAGONAL = 201'- 10 " /3 = 67' -4" REQUIRED. SEPARATION = 153' -9" PROVIDED. TRAVEL DISTANCE REQUIREMENT: PER 2009 IBC SECTION 1016 & 1016.1, MAXIMUM LENGTH OF TRAVEL FROM THE MOST REMOTE POINT, SHALL NOT EXCEED 250 FEET. 250 FEET MAX REQUIRED, 135 FEET PROVIDED. GENERAL NOTES DISTANCE BETWEEN EXITS SHALL BE NO LESS THAN HALF THE DISTANCE BETWEEN THE LONGEST DIAGONAL MEASUREMENT IN TENANT SPACE. WITH AN AUTOMATED SPRINKLER SYSTEM, THE DISTANCE BETWEEN EXITS SHALL BE NO LESS THAN ONE —THIRD OF THE LENGTH OF THE LONGEST DIAGONAL. MAXIMUM LENGTH OF EXIT ACCESS TRAVEL SHALL NOT EXCEED 200 FEET. WITH AN AUTOMATED SPRINKLER SYSTEM, THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL SHALL NOT EXCEED 250 FEET. CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 BREAK ROOM CRAgC =S_RACI =RACK 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. THESE OFFICES. Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: I 1 C� =s_R=RC_ I I-- 1 SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tr 61 �rr� �rr� MEN'S ROOM WOMEN'S ROOM REVIEWED FOR ;ODE COMPLIANCE 4 APPROVED MAY 2 3 2011 City of Tukw Tel 425.462.1515 Fax. 425.451.2250 www.savers.com EXf1 VESTIB 4- - j1d L rD«u�1r1�T�[ !� • 1 1 E I 1.U[I11UUhIN [ L UTE TT I]1L[IU '4!I uuIIl1II[�I[I u1I�I� h�111111 IBULE LEGEND EGRESS PLAN INDICATES PATH OF EGRESS INDICATES CENTER POINT BETWEEN TWO LONGEST TRAVEL PATHS OF EGRESS ( .1 SCALE: 3/32 " =1' -0" INDICATES STARTING POINT OF LONGEST TRAVEL PATH OF EGRESS INDICATES EMERGENCY LIGHTING PATH OF TRAVEL. ELECTRICAL PERMIT TO VERIFY LIGHTING ALONG THIS PATH MEETS MINIMUM FOOT CANDLE REQUIREMENTS. SEE RCP LEGEND FOR MORE DETAIL. -- • • A 5/13/11 P –aaB mAL DJW A 5/2/11 DJW PER FE- 1Bi/1TAL A 4/11/11 BD 8Er DJW A 4/7/11 Per REN1eiON DJW A 3/10/11 P6112r 8UB ITI TAL DJW A DATE FeA3013/1ALEffrOt133 MGR DO NOT USE FOR CONBTRJCflON LIM M EIFB INITIALED AND DATED' DATE JOB MIER 2007861010 DRAWING CREATED 03.01.11 SEAL: _ JOHN W. JOHNSON �r STATE OF WASh'tzLTGA WiOfl DRAWING TITLE: EGRESS PLAN CD LLI--= SHEET NO.: N � �,, A0.3 Q ,_, or w W F— w ret 1 5'-4" COVERED DOCK RECEIVING 103 BALE TRAILER WALK -ON { { { ROLLING .. TENANT: 5 . y �"',� fl SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 WOMENS RACK 1 F- v F L I ROLLING MENS STEPS • RACK CHILDRENS ROWNG RACK MENS ENLARGED SITE PLAN - TRUCK LOADING AREAS �A� SCALE: 1/8 " =1' -0" 0 4 8 SCALE: 1/8"=1'-0" 16 24 { { MO' SORTING TABLE 3X10' SORTING TABLE MERCANTILE PRODUCTION 102 C VPACTflR 2X4' BENCH 2 mx A T 4 2X4' BENCH HOUSEWARES MEZZANINE ABOVE 201 )- HOUSEWARES EXPANSION SHEET NOTES 2 POST RACK 4'-0 MANAGERS DESK (30' AFF COUNTER) GROMMETS @ EA. Et & 4,0" 0.C. 4 • , r:!` //' UNO ` UNO BOLLARD DETAIL SCALE: 3/4 " =1' -0" SMOOTH CROWNED MORTAR CAP GALVANIZED STANDARD PIPE FILLED W/ CONCRETE. PRIME AND PAINT TO MATCH BUILDING STANDARD (2 COATS MIN) SILICONE CAULK AT BASE BY CONTRACTOR CROWN FOOTING CAP TO DRAIN ASPHALT PAVEMENT OR CONCRETE WHERE OCCURS. #6 — 14" LONG REINFORCEMENT EACH WAY, WELD TO PIPE COMPACTED SUB GRADE 18 "0 CONCRETE FOOTING (MIN. 2500 PSI) #6 — 14" LONG REINFORCEMENT EACH WAY, WELD TO PIPE 1 -1/4" TO 1 -1/2" 1 -1/4" TO 1-1/2" CONCRETE LANDING X1/2" JOINT 0 HANDRAILS SURFACE OF RAMP 0-- EXISTING OR NEW ASPHALT OR PLAN CONCRETE PER PLAN HORIZONTAL PROJECTION OF RUN NOTES: 1. CEMENT CONCRETE SHALL BE CL. 6 (3/4) TROWEL FINISH 2. NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS WITH UNIFORM TREAD AND RISER DIMENSIONS AS FOLLOWS: 2.1. TREADS SHALL BE 11 "MIN — 1' -0 "MAX 2.2. RISERS SHALL BE 5 "MIN — 7 "MAX 3. STEP WIDTH SHALL BE NO LESS THAN 2' -6" WIDE 4. STEPS WITH 4 OR MORE RISERS MUST INCLUDE HANDRAIL 5. REINFORCING STEEL ASTM A615 GR 60 6. TREAD SLOPES OUTWARD @ 1% ALLOWABLE RAMP LENGTHS SLOPE MAXIMUM RISE MAXIMUM HORIZONTAL PROJECTION 1:12 1:15 1:16 1:20 8.33% 6.67% 6.25% 5.00% 30 INCHES 30 INCHES 30 INCHES 30 INCHES 30.0 FEET 37.5 FEET 40.0 FEET 50.0 FEET ACCESSIBLE RAMP & HANDRAIL SCALE: 1/4"=15-0" 1/2" JOINT 1% (TYPL 4 S .A .& • 3/4'. 1/2 "R #4 BARS (TYP) 1/2" JOINT 2 "0 GALVANIZED GUARDRAIL. PRIME AND PAINT. GALVANIZED HANDRAIL AT STAIRS AND RAMP. PRIME AND PAINT. LENGTH AND HEIGHT PER DETAIL 2/ —. CONCRETE LANDING 2 "0 GALVANIZED GUARDRAIL POST. PRIME AND PAINT. SPACED EQ. 5' -0" O.C. MAX. 3/8 "0 BOLT. EMBED 3 -1/2" MIN. (TYP. 2 PER PLATE) 6 "x6" GALVANIZED STEEL PLATE 3 "x3" STEEL ANGLE EMBEDDED INTO CONCRETE FOAM INSULATION OR OTHER FILLER PER STRUCTURAL CONCRETE FILL. REINFORCE AS NECESSARY. ELEVATION 6 CONCRETE STAIRS SCALE: 3/4 " =1' -0" 1, -0" CONCRETE PER PLAN MATERIAL PER PLAN GUARDRAIL DETAILS SCALE: 3/4 " =1' -0" JUMP ST T DESK (30' AFF UNTER) tp GROMM (d EA. END? & 4.b O.C. BOOKSHELF 6" 00 n I - - - -I \ 1I I I i ^L N --- \ 1 I _ I I I1 H { { { { { { { { 4' -0" O 1 ENLARGED SITE PLAN - CDC AREA SCALE: 1/8"=1'-0" 0 4 8 SCALE: 1/8"=1'-0" 16 24 1. 6" CONCRETE CURB AND SIDEWALK TO MATCH EXISTING. 2. PAINTED DIRECTIONAL ARROWS AND STOP BARS PER PLAN. PAINT "DRIVE —UP DONATION" STRIPING AS SHOWN. COLOR: WHITE. 3. REMOVE 7 STALLS AND LANDSCAPE PLANTER AT NEW CDC DROP OFF LOCATION. 4. REMOVE LANDING, SIDEWALK AND STEPS. 5. REMOVE LANDING, WALL, STEPS, METAL CANOPY AND RAILING. 6. REPAIR CONCRETE WALL AND GUARD RAIL. REPLACE AS NEEDED. CONFIRM WITH OWNER. 7. METAL CANOPY. SEE STRUCTURAL. 8. AWNING PER SIGNAGE VENDOR, FBO. 9. CONCRETE PLATFORM AT 24" AFF WITH STEPS, HANDRAIL AND GUARD RAIL. CONFIRM HEIGHT TO ALIGN WITH FINISHED FLOOR. 10. CONCRETE PLATFORM AT 11 " AFF WITH RAMP, STEPS, HANDRAILS AND GUARDRAILS. CONFIRM HEIGHT TO ALIGN WITH FINISHED FLOOR. 11. (E) CONCRETE PAD TO REMAIN. 12. REMOVE EXISTING ASPHALT AND PROVIDE CONCRETE PAD TO MATCH EXISTING. GENERAL NOTES THIS SITE PLAN IS INCLUDED FOR REFERENCE ONLY. NO SITE WORK IS PROPOSED EXCEPT AS REFERENCED IN THE SHEET & GENERAL NOTES ON THIS SHEET. RE— STRIPE ENTIRE PARKING LOT. EXISTING ADA ACCESSIBLE PARKING AND APRON AT GRADE TO REMAIN. BOLLARD LOCATIONS TO BE CONFIRMED WITH OWNER. SEE DETAIL 1/—. bt REVILWED FOR CODE COMPLIAN CE , APPROVED MAY 2 3 2011 mut City of Tukvi City of Tukwila BUILDING crtrwSFORLa MAR 17 2011 PERMIT CENTER CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 PER PLAN TENANT: 5 . y �"',� fl SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com STEPS • 1 -1/4" TO 1 -1/2" 1 -1/4" TO 1-1/2" CONCRETE LANDING X1/2" JOINT 0 HANDRAILS SURFACE OF RAMP 0-- EXISTING OR NEW ASPHALT OR PLAN CONCRETE PER PLAN HORIZONTAL PROJECTION OF RUN NOTES: 1. CEMENT CONCRETE SHALL BE CL. 6 (3/4) TROWEL FINISH 2. NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS WITH UNIFORM TREAD AND RISER DIMENSIONS AS FOLLOWS: 2.1. TREADS SHALL BE 11 "MIN — 1' -0 "MAX 2.2. RISERS SHALL BE 5 "MIN — 7 "MAX 3. STEP WIDTH SHALL BE NO LESS THAN 2' -6" WIDE 4. STEPS WITH 4 OR MORE RISERS MUST INCLUDE HANDRAIL 5. REINFORCING STEEL ASTM A615 GR 60 6. TREAD SLOPES OUTWARD @ 1% ALLOWABLE RAMP LENGTHS SLOPE MAXIMUM RISE MAXIMUM HORIZONTAL PROJECTION 1:12 1:15 1:16 1:20 8.33% 6.67% 6.25% 5.00% 30 INCHES 30 INCHES 30 INCHES 30 INCHES 30.0 FEET 37.5 FEET 40.0 FEET 50.0 FEET ACCESSIBLE RAMP & HANDRAIL SCALE: 1/4"=15-0" 1/2" JOINT 1% (TYPL 4 S .A .& • 3/4'. 1/2 "R #4 BARS (TYP) 1/2" JOINT 2 "0 GALVANIZED GUARDRAIL. PRIME AND PAINT. GALVANIZED HANDRAIL AT STAIRS AND RAMP. PRIME AND PAINT. LENGTH AND HEIGHT PER DETAIL 2/ —. CONCRETE LANDING 2 "0 GALVANIZED GUARDRAIL POST. PRIME AND PAINT. SPACED EQ. 5' -0" O.C. MAX. 3/8 "0 BOLT. EMBED 3 -1/2" MIN. (TYP. 2 PER PLATE) 6 "x6" GALVANIZED STEEL PLATE 3 "x3" STEEL ANGLE EMBEDDED INTO CONCRETE FOAM INSULATION OR OTHER FILLER PER STRUCTURAL CONCRETE FILL. REINFORCE AS NECESSARY. ELEVATION 6 CONCRETE STAIRS SCALE: 3/4 " =1' -0" 1, -0" CONCRETE PER PLAN MATERIAL PER PLAN GUARDRAIL DETAILS SCALE: 3/4 " =1' -0" JUMP ST T DESK (30' AFF UNTER) tp GROMM (d EA. END? & 4.b O.C. BOOKSHELF 6" 00 n I - - - -I \ 1I I I i ^L N --- \ 1 I _ I I I1 H { { { { { { { { 4' -0" O 1 ENLARGED SITE PLAN - CDC AREA SCALE: 1/8"=1'-0" 0 4 8 SCALE: 1/8"=1'-0" 16 24 1. 6" CONCRETE CURB AND SIDEWALK TO MATCH EXISTING. 2. PAINTED DIRECTIONAL ARROWS AND STOP BARS PER PLAN. PAINT "DRIVE —UP DONATION" STRIPING AS SHOWN. COLOR: WHITE. 3. REMOVE 7 STALLS AND LANDSCAPE PLANTER AT NEW CDC DROP OFF LOCATION. 4. REMOVE LANDING, SIDEWALK AND STEPS. 5. REMOVE LANDING, WALL, STEPS, METAL CANOPY AND RAILING. 6. REPAIR CONCRETE WALL AND GUARD RAIL. REPLACE AS NEEDED. CONFIRM WITH OWNER. 7. METAL CANOPY. SEE STRUCTURAL. 8. AWNING PER SIGNAGE VENDOR, FBO. 9. CONCRETE PLATFORM AT 24" AFF WITH STEPS, HANDRAIL AND GUARD RAIL. CONFIRM HEIGHT TO ALIGN WITH FINISHED FLOOR. 10. CONCRETE PLATFORM AT 11 " AFF WITH RAMP, STEPS, HANDRAILS AND GUARDRAILS. CONFIRM HEIGHT TO ALIGN WITH FINISHED FLOOR. 11. (E) CONCRETE PAD TO REMAIN. 12. REMOVE EXISTING ASPHALT AND PROVIDE CONCRETE PAD TO MATCH EXISTING. GENERAL NOTES THIS SITE PLAN IS INCLUDED FOR REFERENCE ONLY. NO SITE WORK IS PROPOSED EXCEPT AS REFERENCED IN THE SHEET & GENERAL NOTES ON THIS SHEET. RE— STRIPE ENTIRE PARKING LOT. EXISTING ADA ACCESSIBLE PARKING AND APRON AT GRADE TO REMAIN. BOLLARD LOCATIONS TO BE CONFIRMED WITH OWNER. SEE DETAIL 1/—. bt REVILWED FOR CODE COMPLIAN CE , APPROVED MAY 2 3 2011 mut City of Tukvi City of Tukwila BUILDING crtrwSFORLa MAR 17 2011 PERMIT CENTER CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: 5 . y �"',� fl SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com 3/10/1 PERMIT ENEIMITTAL DJW DATE FERBIONBALEEITOPEEI MGR DO NOT USE FOR =MUM= UNJEBB PETALED AND DATED MR DAB JOB NUMMI 20078110 DRA O CFEATED1 MOM SEAL DRAWING TITLE: SITE PLAN SHEET NO.: A1.1 LOCAL p- -TTI-7 ..> 11 III IS IL LOCAL L1J UFT 12EGEIV IN 1s z MEZZANINrAI OVE 000 BALE TRAILER WALK-ON COMPACTOR LI w w FriAIL /5AL5 AR'Eft 1s sr-Mr I rr--- ---- --1-- • r M OFFICE II NI I II NI il VAST, 1 DEMOLITION PLAN 0 3 6 9 12 SCALE: 3/32" =1' -0" 24 36 m TYP. COL WRAPS w TYP. ALL AREAS m L 0000 Doom SHEET NOTES 1. REMOVE ALL EXISTING FLOORING MATERIAL AND ANY DEFECTS OR SUBSTRATES IN FLOOR TO ACHIEVE A SMOOTH FLOOR SURFACE. REMOVE AND CLEAN FLOOR OF MASTIC, GLUES, EPDXIES TO A LEVEL WHERE FLOOR IS SMOOTH AND EVEN. REPAIR ANY CRACKS, HOLES, OR DEFECTS IN CONCRETE FLOOR TO ACHIEVE A SMOOTH FLOOR SURFACE. THE EXCEPTIONS ARE THE MEZZANINE, ELECTRICAL, JANITOR, MENS AND WOMENS RESTROOMS FLOORING ARE TO REMAIN. 2. REMOVE GREEN COLUMN WRAPS. STAINLESS STEEL WRAPS TO REMAIN. 3. REMOVE SHELF BRACKETING AT 14TH CMU COURSE. 4. REMOVE FURRING BACK TO FACE OF CMU WALL. 5. REMOVE EXISTING PORTION OF WALL IN PREPARATION FOR NEW OPENING FOR NEW DOOR, SEE FLOOR PLAN AND STRUCTURAL DRAWINGS. 6. REMOVE SHELVING. 7. REMOVE EXISTING TENANT FIXTURES, SHELVING, CASEWORK, AND ACCESSORIES. 8. REMOVE PRODUCT RAMP FROM MEZZANINE TO RECEIVING. 9. RE -USE EXISTING PARTITIONS IN RESTROOMS. REMOVE FIXTURES PER SHEET A4.1 10. DRINKING FOUNTAINS TO REMAIN. 11. REMOVE EXISTING CURB, PARKING STRIPING, WHEEL STOPS, AS NECESSARY AND PREPARE SURFACE FOR NEW "DRIVE -UP DONATION" STRIPING, SEE SITE PLAN AND SHEET A2.3. 12. REMOVE EXISTING DOOR AND EXPAND OPENING FOR NEW . DOUBLE -DOOR, SEE FLOOR PLAN. 13. REMOVE PLAM FROM RESTROOM COUNTERTOPS. 14. EXISTING HVAC DIFFUSERS /RETURNS, LIGHTING AND. CEILING GRID TO REMAIN. REMOVE EXISTING CEILING FIXTURES AND ACT. 15. REMOVE EXISTING LIGHTING. 16. EXISTING CEILING, LIGHTING, AND HVAC DIFFUSERS /RETURNS TO REMAIN. 17. REMOVE EXISTING CEILING SYSTEM, INCLUDING LIGHTING, HVAC DIFFUSERS /RETURNS AND CEILING FIXTURES. 18. OPEN TO STRUCTURE. REMOVE EXISTING LIGHTING. 19. REMOVE EXTERIOR LANDING, SEE SITE PLAN. 20. MEZZANINE TO REMAIN. 21. GC TO CONFIRM NON- BEARING WALL PRIOR TO DEMOLITION. GENERAL NOTES 1. GC TO CONFIRM EXISTING WALL TYPES AND REPORT TO OWNER AND ARCHITECT. 2. SALVAGE ALL DOORS, FRAMES, HARDWARE, AND RELITES FOR RE -USE AS SPECIFIED ON PLANS. 3. PATCH AND REPAIR ALL SURFACES AFFECTED BY DEMOLITION. 4. PATCH AND REPAIR EXISTING PARTITIONS AS NEEDED. 5. REMOVE ANY DEFECTS OR SUBSTRATES IN FLOOR TO ACHIEVE SMOOTH, EVEN SURFACE. 6. COORDINATE EXTENT OF DEMOLITION WITH NEW CONSTRUCTION. 7. REMOVE ALL ASSOCIATED EQUIPMENT AND WIRING ON PARTITIONS TO BE REMOVED. 8. REMOVE ALL TRIMS ON EXISTING WALLS THAT ARE TO REMAIN. 9. REMOVE ANY EXISTING TENANT RELATED SIGNAGE NOT REQUIRED BY CODE. 10. REMOVE ALL EXISTING WALL COVERINGS. 11. REMOVE ANY EXISTING CONDUITS PIPING, FLOOR OUTLETS AND UNNECESSARY PENETRATIONS THROUGH EXISTING FLOOR SURFACES. PATCH AND REPAIR SURFACES AFFECTED BY REMOVAL. 12. REMOVE ALL CLIPS AND HANGING OBJECTS FROM GRID. 13. REMOVE ALL ABANDONED ITEMS ON CEILING (IE: CONDUIT, SPEAKERS, ETC) 14. REMOVE ALL SPOT LIGHTING, TRACK LIGHTING, CAN LIGHTING, AND INCANDESCENT LIGHTING THROUGHOUT RETAIL AREA. 15. WHERE WALLS HAVE BEEN MOVED OR REMOVED PATCH AND REPAIR ACT TO MATCH EXISTING. 16. REMOVE ALL EXISTING WALLS, CEILINGS, ELECTRICAL, PLUMBING, AND MECHANICAL NOT BEING USED IN NEW CONSTRUCTION BUILD -OUT AS DETERMINED BY TENANT. REMOVE ANY CONDUIT PIPING AND UNNECESSARY PENETRATIONS THROUGH FLOOR SURFACE. CUT -OFF /GRIND STUB -UPS. ALL TRENCHES, HOLES, CONCRETE, AND INFILLS ARE TO BE FILLED WITH CONCRETE AND FINISHED FLUSH WITH EXISTING CONCRETE SUB - FLOOR. 17. SEE SITE PLAN FOR ADDITIONAL DEMOLITION AT EXTERIOR. LEGEND r� ,, 1 1 / , EXISTING PARTITION TO REMAIN EXISTING WALL TO BE REMOVED EXISTING DOOR TO BE oeftn REVIONED FCC C CODE COMPLIAN APPROVED MAY 23 Call City of Tukwila BUILDING DIVISI( ' REMOVED VED cnYtIAR 1 j poti PERMIT CENTER CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com 1 3/16/11 PEWIT SUBMITTAL DJN DATE NOR DO NOT USE FOR CONSTRUCTION UPLEBB FOALED MD DATED MORI DEB JOB M GEE 2007861010 DRAWNO CFENIEDi oa= SEAL DRAWING TITLE: DEMOLITION PLAN SHEET NO.: A2.1 EXTRA HARD USAGE TYPE "SO" CORD WITH GROUND AS REQUIRED CABLE CONNECTOR WITH WIRE MESH GRIP (TYPICAL) JUNCTION BOX, SUPPORT FROM STRUCTURE PER NEC DATA OUTLET CABLE CONNECTOR WITH WIRE MESH GRIP (TYPICAL) WIRE MESH STRAIN RELIEF GRIP SECURED TO CEILING DOUBLE DUPLEX WITH A DUPLEX OUTLET ON EACH SIDE WITH WIRE MESH GRIP. WOODHEAD TYPE "3080 -10" PLUS GRIP OR EQUAL TYPICAL DROP OUTLET SCALE: NTS MEZZANINE ABOVE 201 STAIRWELL HALLWAY 24" AFF, TYP q AT EXTERIOR LOADING DOCK LOCAL 12' -0" LOCAL 0 ❑{ PK 48 AFF ❑K COVERED DOCK (I 030 25' -7 00 RECEIVING 103 ) CC -1 -51" AFF, TYP 0 35 4. AT EXTERIOR BALE TRAILER LOADING DOCK LI WALK -ON 12 COMPACTOR L MEZZANINE ABOVE ( 201 CC -2 MANAGER'S OFFICE CC -2 JUMP START OFFICE 14' -5 5" E r COMMITS MOAT SCAFf SPLES R.00R:, MERCANTILE PRODUCTION 0O OT m TYP. m • .1 • 0" AFF, TYP • AT EXTERIOR LANDINGS, UNO w m m m TYP. 0 TYP. ALL AREAS 9 MERCANTILE 101 CC -2 ❑< W • III . I• . . • r COMMITS MOAT SCAFf SPLES R.00R:, MERCANTILE PRODUCTION 0O OT m TYP. m • .1 • 0" AFF, TYP • AT EXTERIOR LANDINGS, UNO w m m m TYP. 0 TYP. ALL AREAS 9 MERCANTILE 101 CC -2 ounzr lit m m m m m lit ❑ { { { { ❑K ❑ { ❑ { K ❑ { ❑ { { { ❑K ❑ { ❑ { • ❑K {. MERCANTILE PRODUCTION ( 102 CC -1 I SHEET NOTES lir I 11" AFF, TYP N. AT EXTERIOR A1N0 dJO-doaa NOIlVNOCI MEZZANINE ABOVE 26 ELECTRICAL 131 .6.F BREAK ROOM ( 121 ) CC -2 woe. .7W) CC -2 HALLWAY ( 105 JANITOR ir IFF m f La ICTiI I I I Tl FLOOR PLAN EXIT VESTIBULE 1111111111111111111111 0 3 6 9 12 SCALE: 3/32 " =1' -0" 24 36 ENTRY VESTIBULE 107 2 CC -2 • MEN'S ROOM l 1. ALIGN FINISHED SURFACES. 2. (N) WALL FINISH, SEE FINISH SCHEDULE. 3. 30" AFF PLAM WORK SURFACE COUNTER TOP. SEE DETAIL 1/A4.1. 4. (E) WALL FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 5. RESTROOM ACCESSORIES PER DETAIL 9/A4.1. 6. (E) FLOOR FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 7. (N) FLOOR FINISH, SEE FINISH SCHEDULE. 8. REPAIR ANY AND ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE MATCH. ALL WALL PENETRATIONS MUST BE MADE TO LOCAL AND NATIONAL BUILDING CODES AND STANDARDS. 9. EXISTING MOP SINK AND FAUCET TO REMAIN. REMOVE EXISTING SHELVING. 10. MURAL, FTIT. 11. FURR OUT RETAIL AREA EXTERIOR WALLS, TO FACE OF COLUMNS, TO 12' -6" AFF. 12. NEW COMPACTOR, FTIT, ON EXISTING CONCRETE SLAB. 13. WRAP ALL COLUMNS AT SALES FLOOR w/ 20 GA STAINLESS STEEL TO MATCH EXISTING STAINLESS STEEL WRAPS IN FINISH AND HEIGHT. CAULK TOP & BOTTOM w/ SILVER CAULKING (DO NOT INSTALL RUBBER BASE ON COLUMN WRAPS). SEAMS TO OVERLAP. GC TO VERIFY COLUMN LOCATIONS AND NOTIFY ARCHITECT AND OWNER OF ANY (E) COLUMN LOCATIONS NOT SHOWN ON DRAWINGS. 14. PROVIDE AND INSTALL NEW DOOR BUZZER BUTTON ON EXTERIOR WALL AT CDC DROP -OFF DOOR - NuTONE LA201 & BUTTON. TWO BUZZERS ARE TO BE INSTALLED: 1 BUZZER IS TO BE INSTALLED ON POWER POLE AT CASHWRAP COUNTER #1 & 1 BUZZER IS TO BE INSTALLED IN PRODUCTION ROOM AT 9' -0" AFF. PROVIDE OUTLETS. 15. VENDING MACHINES BY TENANT. 16. EXPAND EXISTING DOOR OPENING TO ACCOMMODATE NEW DOUBLE -DOOR, SEE DOOR SCHEDULE. 17. CASH WRAP, FTIT, PROVIDE POWER /DATA PER PLAN. 18. NEW (1) ACCESSIBLE AND (6) STANDARD FITTING ROOMS, FTIT. 19. CONTRACTOR TO VERIFY EXISTING OR INSTALL NEW RESTROOM FIXTURES TO MEET ALL APPLICABLE CODES. SEE DETAIL 9/A4.1. PARTITIONS TO REMAIN. SPOT REPAIRS IN RESTROOMS. INSTALL RESTROOM SIGNS AS REQUIRED TO MEET LOCAL CODES, SEE 12/A4.1. ALL EXISTING AND NEW PLUMBING TO MEET LOCAL PLUMBING CODE. 20. GC TO PROVIDE COMMERCIAL GRADE STRIP CURTAIN. 21. CONTRACTOR TO PROVIDE AND INSTALL ONE POWER POLE AT EACH CASH WRAP: WIREMOLD 25 DTC -415. EACH POLE TO RECEIVE ONE DEDICATED 20 AMP CIRCUIT. ELECTRICAL IS TO BE RUN IN EMC WITH A 24" WHIP AT THE BOTTOM OF THE POWER POLE, AT THE END OF THE EMC IS TO BE A 4 -PLEX OUTLET THAT IS TO BE SCREWED TO THE CASH WRAP. ALUMINUM POLES REQUIRE NO PAINT. 22. CONCRETE PLATFORM. SEE SITE PLAN FOR FURTHER DETAIL. 23. 44" WIDE PAINTED AISLE, MARKED "KEEP AISLE CLEAR ". 24. SIGNAGE TO BE PROVIDED, INSTALLED AND PERMITTED BY SIGN VENDOR, NIC. CONTRACTOR TO PROVIDE: POWER FOR ALL STOREFRONT SIGN LOCATIONS, PHOTO CELLS FOR SIGNS FOR ALL LOCATIONS AND FINAL CONNECTIONS FOR ALL SIGNS. 25. NEW SINK (KOHLER STACCATO STAINLESS STEEL 4 -HOLE SINK MODEL 3362 -4) w/ FAUCET (PRICE PFISTER HARBOR CHROME TWO HANDLE MODEL 036 -CL4C) & INSTA -HOT (IN- SINK - ERATOR MODEL H770). TIE INTO (E) SUPPLY, WASTE, AND VENT LINES PER LOCAL CODE REQUIREMENTS. NEW CABINETS. 26. INSTALL PHONE BD (4'x8'x1/2" PLYWD) IF NOT (E). PROVIDE OUTLET NEXT TO PHONE BD. 27. (E) RESTROOM PARTITIONS TO REMAIN. (E) LAVATORY COUNTER TO REMAIN. REPLACE COUNTERTOP PLAM TO MATCH EXISTING. 28. PROVIDE & INSTALL DOOR BUZZER BUTTON AT LOADING DOCK DOOR. INSTALL BUZZER DIRECTLY INSIDE LOADING DOCK DOOR AT 9' -0" AFF. 29. PROVIDE CLEAR PLASTIC LOCKING COVERS ON ALL THERMOSTATS (TYPICAL AT ALL LOCATIONS). 30. SPEED RAIL FTIT. 31. PROVIDE $3,500.00 MAINTENANCE ALLOWANCE FOR LIFT IN BID. 32. 5 GALLON WATER HEATER ABOVE MOP SINK. GC TO VERIFY IF (E) WATER HEATER IS REUSABLE. 33. EXISTING DRINKING FOUNTAIN TO REMAIN, PER DETAIL 9/A4.1. 34. 2" CONDUIT FOR AIR BELL HOSE FROM INSIDE BLDG TO CDC DRIVE AISLE. PROVIDE OUTLET FOR AIR BELL. 35. TRAILER LOADING LIGHTS, FOSTORIA DKL -40 VA -A, 300 WATT. CONFIRM LOCATION WITH OWNER. 36. PROVIDE POWER TO FORKLIFT CHARGER, LOCATED AT POINT OF USE WITH WHIP TO EQUIPMENT (LOCATION TO BE DETERMINED). PROVIDE POWER AND DISCONNECT TO BAILER (LOCATION TO BE DETERMINED). 37. ADD OR RELOCATE AUDIO AND VISUAL ALARMS AS REQUIRED BY LOCAL JURISDICTION TO PROVIDE PROPER COVERAGE. PROVIDE NEW OR RELOCATE SMOKE DETECTORS AS REQUIRED BY LOCAL JURISDICTION TO PROVIDE PROPER COVERAGE. 38. GC TO PAINT DRIVE -THRU AREA DIRECTLY IN FRONT OF CDC DOORS. 4" YELLOW STRIPES. DRIVE -UP STALL SHALL BE 9' WIDE x 20' LONG WITH A 12" THICK STRIPE AT BOTTOM. STENCIL "DONATION DROP -OFF ONLY" IN 12" BLOCK YELLOW LETTERS IN MIDDLE OF DRIVE -THRU STALL, CENTERED BOTH WAYS. PAINT YELLOW LARGE ARROW DIRECTING TRAFFIC INTO STALL, AND LARGE ARROW DIRECTING TRAFFIC TOWARD MAIN FLOW OF PARKING LOT TRAFFIC. 39. PROVIDE OUTLETS AT VESTIBULE DOORS (INTERIOR SIDE). CONFIRM LOCATIONS WITH OWNER. 40. RELOCATED FIRE DEPT CONNECTION TO BE MOUNT 1 .GAINST WALL, AS ED • M ODE 'EQ ►T 41. SIGN WITH TEXT "NO STO'AGE ALLOWED ON TOP OF CEILING" TO BE 1 PLACED ON WALL OF MANAGER'S OFFICE ROOM 111. ®O0009 WOMEN'S ROOM ®O0000) CODE FOR ODE COMPLIAN APPROVED MAY 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED MAY 022C1 F RMITC NTS ELECTRICAL SYMBOLS NOTE: WHITE OUTLET PLATES, TYP. FLOOR PLAN LEGEND 6 4 PLEX RECEPTACLES SET AT 42 "AFF TO CENTER UNLESS OTHERWISE NOTED DUPLEX RECEPTACLES SET AT 42 "AFF TO CENTER UNLESS OTHERWISE NOTED Y INDICATES TELEPHONE RECEPTACLE 60" AFF TO CENTER UNLESS OTHERWISE NOTED T INDICATES DATA RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED Y INDICATES DATA / VOICE RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED n TICKET MACHINES n TIME CLOCK n NOT USED () PTZ CEILING OUTLET n CASH WRAP POWER POLE () SUSPENDED DUPLEX OUTLET W/ J -BOX FOR DATA AT BOTTOM OF ROOF JOIST (SEE DETAIL 1/ -) FE EXISTING PARTITION TO REMAIN EXISTING BUILDING SHELL WALL NEW PARTITION, SEE DETAIL 10/A4.1 CLASS 2A FIRE EXTINGUISHER. GC TO CONFIRM LOCATIONS WITH SAVERS CM AND FIRE MARSHALL. PROVIDE 1 FOR EVERY 3,000 SF AND VERIFY ALL PORTIONS OF THE OCCUPANCY ARE WITHIN 75' OF TRAVEL TO A FIRE EXTINGUISHER. E CC -1 CC -2 EXISTING FLOOR FINISH. CC -1 FLOOR FINISH, SEE FINISH SCHEDULE. CC -2 FLOOR FINISH. SEE FINISH SCHEDULE. FBO. 1 ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED w/ 3-1/2", 20 GA METAL STUDS @ 16" OC w/ 5/8" TYPE "X" GYPSUM WALL BOARD ON EACH SIDE. 2. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWINGS. 3. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL EXISTING PARTITIONS. 5. ALL WOOD OR PLYWOOD BLOCKING TO BE FIRE - RETARDANT TREATED. 6. REPAIR ALL CRACKS, HOLES, OR DEFECTS IN CONCRETE SLAB THROUGHOUT SPACE TO ACHIEVE A SMOOTH FLOOR SURFACE AND PREPARE TO RECEIVE LEVELLING COMPOUNDS AND NEW FLOOR FINISH WHERE APPLICABLE. 7. REPAIR ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE. 8. PATCH AND REPAIR EXISTING GWB WALLS TO REMAIN THROUGHOUT SPACE TO ACHIEVE A SMOOTH SURFACE AND PREPARE TO RECEIVE NEW FINISH. 9. RETAIL AREA TO HAVE A LEVEL FINISH FLOOR. 10. BACK OF HOUSE AREA TO HAVE A MIN. OF FIRE TAPE FINISH THROUGHOUT. 11. PAINT WALLS PER FINISH SCHEDULE 12. RE: A5.1 FOR INTERIOR WALL DESCRIPTIONS & DETAILS. 13. GC TO VERIFY MEN'S AND WOMEN'S RESTROOMS COMPLY WITH THE MOST RECENT BUILDING CODES. RE: COVER SHEET AND RESTROOM INTERIOR ELEVATIONS. 14. ALL NEW GYPSUM BOARD TO RECEIVE A LEVEL 4 FINISH (SMOOTH WALL). CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com A • AAAA ounzr lit m m m m m lit ❑ { { { { ❑K ❑ { ❑ { K ❑ { ❑ { { { ❑K ❑ { ❑ { • ❑K {. MERCANTILE PRODUCTION ( 102 CC -1 I SHEET NOTES lir I 11" AFF, TYP N. AT EXTERIOR A1N0 dJO-doaa NOIlVNOCI MEZZANINE ABOVE 26 ELECTRICAL 131 .6.F BREAK ROOM ( 121 ) CC -2 woe. .7W) CC -2 HALLWAY ( 105 JANITOR ir IFF m f La ICTiI I I I Tl FLOOR PLAN EXIT VESTIBULE 1111111111111111111111 0 3 6 9 12 SCALE: 3/32 " =1' -0" 24 36 ENTRY VESTIBULE 107 2 CC -2 • MEN'S ROOM l 1. ALIGN FINISHED SURFACES. 2. (N) WALL FINISH, SEE FINISH SCHEDULE. 3. 30" AFF PLAM WORK SURFACE COUNTER TOP. SEE DETAIL 1/A4.1. 4. (E) WALL FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 5. RESTROOM ACCESSORIES PER DETAIL 9/A4.1. 6. (E) FLOOR FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 7. (N) FLOOR FINISH, SEE FINISH SCHEDULE. 8. REPAIR ANY AND ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE MATCH. ALL WALL PENETRATIONS MUST BE MADE TO LOCAL AND NATIONAL BUILDING CODES AND STANDARDS. 9. EXISTING MOP SINK AND FAUCET TO REMAIN. REMOVE EXISTING SHELVING. 10. MURAL, FTIT. 11. FURR OUT RETAIL AREA EXTERIOR WALLS, TO FACE OF COLUMNS, TO 12' -6" AFF. 12. NEW COMPACTOR, FTIT, ON EXISTING CONCRETE SLAB. 13. WRAP ALL COLUMNS AT SALES FLOOR w/ 20 GA STAINLESS STEEL TO MATCH EXISTING STAINLESS STEEL WRAPS IN FINISH AND HEIGHT. CAULK TOP & BOTTOM w/ SILVER CAULKING (DO NOT INSTALL RUBBER BASE ON COLUMN WRAPS). SEAMS TO OVERLAP. GC TO VERIFY COLUMN LOCATIONS AND NOTIFY ARCHITECT AND OWNER OF ANY (E) COLUMN LOCATIONS NOT SHOWN ON DRAWINGS. 14. PROVIDE AND INSTALL NEW DOOR BUZZER BUTTON ON EXTERIOR WALL AT CDC DROP -OFF DOOR - NuTONE LA201 & BUTTON. TWO BUZZERS ARE TO BE INSTALLED: 1 BUZZER IS TO BE INSTALLED ON POWER POLE AT CASHWRAP COUNTER #1 & 1 BUZZER IS TO BE INSTALLED IN PRODUCTION ROOM AT 9' -0" AFF. PROVIDE OUTLETS. 15. VENDING MACHINES BY TENANT. 16. EXPAND EXISTING DOOR OPENING TO ACCOMMODATE NEW DOUBLE -DOOR, SEE DOOR SCHEDULE. 17. CASH WRAP, FTIT, PROVIDE POWER /DATA PER PLAN. 18. NEW (1) ACCESSIBLE AND (6) STANDARD FITTING ROOMS, FTIT. 19. CONTRACTOR TO VERIFY EXISTING OR INSTALL NEW RESTROOM FIXTURES TO MEET ALL APPLICABLE CODES. SEE DETAIL 9/A4.1. PARTITIONS TO REMAIN. SPOT REPAIRS IN RESTROOMS. INSTALL RESTROOM SIGNS AS REQUIRED TO MEET LOCAL CODES, SEE 12/A4.1. ALL EXISTING AND NEW PLUMBING TO MEET LOCAL PLUMBING CODE. 20. GC TO PROVIDE COMMERCIAL GRADE STRIP CURTAIN. 21. CONTRACTOR TO PROVIDE AND INSTALL ONE POWER POLE AT EACH CASH WRAP: WIREMOLD 25 DTC -415. EACH POLE TO RECEIVE ONE DEDICATED 20 AMP CIRCUIT. ELECTRICAL IS TO BE RUN IN EMC WITH A 24" WHIP AT THE BOTTOM OF THE POWER POLE, AT THE END OF THE EMC IS TO BE A 4 -PLEX OUTLET THAT IS TO BE SCREWED TO THE CASH WRAP. ALUMINUM POLES REQUIRE NO PAINT. 22. CONCRETE PLATFORM. SEE SITE PLAN FOR FURTHER DETAIL. 23. 44" WIDE PAINTED AISLE, MARKED "KEEP AISLE CLEAR ". 24. SIGNAGE TO BE PROVIDED, INSTALLED AND PERMITTED BY SIGN VENDOR, NIC. CONTRACTOR TO PROVIDE: POWER FOR ALL STOREFRONT SIGN LOCATIONS, PHOTO CELLS FOR SIGNS FOR ALL LOCATIONS AND FINAL CONNECTIONS FOR ALL SIGNS. 25. NEW SINK (KOHLER STACCATO STAINLESS STEEL 4 -HOLE SINK MODEL 3362 -4) w/ FAUCET (PRICE PFISTER HARBOR CHROME TWO HANDLE MODEL 036 -CL4C) & INSTA -HOT (IN- SINK - ERATOR MODEL H770). TIE INTO (E) SUPPLY, WASTE, AND VENT LINES PER LOCAL CODE REQUIREMENTS. NEW CABINETS. 26. INSTALL PHONE BD (4'x8'x1/2" PLYWD) IF NOT (E). PROVIDE OUTLET NEXT TO PHONE BD. 27. (E) RESTROOM PARTITIONS TO REMAIN. (E) LAVATORY COUNTER TO REMAIN. REPLACE COUNTERTOP PLAM TO MATCH EXISTING. 28. PROVIDE & INSTALL DOOR BUZZER BUTTON AT LOADING DOCK DOOR. INSTALL BUZZER DIRECTLY INSIDE LOADING DOCK DOOR AT 9' -0" AFF. 29. PROVIDE CLEAR PLASTIC LOCKING COVERS ON ALL THERMOSTATS (TYPICAL AT ALL LOCATIONS). 30. SPEED RAIL FTIT. 31. PROVIDE $3,500.00 MAINTENANCE ALLOWANCE FOR LIFT IN BID. 32. 5 GALLON WATER HEATER ABOVE MOP SINK. GC TO VERIFY IF (E) WATER HEATER IS REUSABLE. 33. EXISTING DRINKING FOUNTAIN TO REMAIN, PER DETAIL 9/A4.1. 34. 2" CONDUIT FOR AIR BELL HOSE FROM INSIDE BLDG TO CDC DRIVE AISLE. PROVIDE OUTLET FOR AIR BELL. 35. TRAILER LOADING LIGHTS, FOSTORIA DKL -40 VA -A, 300 WATT. CONFIRM LOCATION WITH OWNER. 36. PROVIDE POWER TO FORKLIFT CHARGER, LOCATED AT POINT OF USE WITH WHIP TO EQUIPMENT (LOCATION TO BE DETERMINED). PROVIDE POWER AND DISCONNECT TO BAILER (LOCATION TO BE DETERMINED). 37. ADD OR RELOCATE AUDIO AND VISUAL ALARMS AS REQUIRED BY LOCAL JURISDICTION TO PROVIDE PROPER COVERAGE. PROVIDE NEW OR RELOCATE SMOKE DETECTORS AS REQUIRED BY LOCAL JURISDICTION TO PROVIDE PROPER COVERAGE. 38. GC TO PAINT DRIVE -THRU AREA DIRECTLY IN FRONT OF CDC DOORS. 4" YELLOW STRIPES. DRIVE -UP STALL SHALL BE 9' WIDE x 20' LONG WITH A 12" THICK STRIPE AT BOTTOM. STENCIL "DONATION DROP -OFF ONLY" IN 12" BLOCK YELLOW LETTERS IN MIDDLE OF DRIVE -THRU STALL, CENTERED BOTH WAYS. PAINT YELLOW LARGE ARROW DIRECTING TRAFFIC INTO STALL, AND LARGE ARROW DIRECTING TRAFFIC TOWARD MAIN FLOW OF PARKING LOT TRAFFIC. 39. PROVIDE OUTLETS AT VESTIBULE DOORS (INTERIOR SIDE). CONFIRM LOCATIONS WITH OWNER. 40. RELOCATED FIRE DEPT CONNECTION TO BE MOUNT 1 .GAINST WALL, AS ED • M ODE 'EQ ►T 41. SIGN WITH TEXT "NO STO'AGE ALLOWED ON TOP OF CEILING" TO BE 1 PLACED ON WALL OF MANAGER'S OFFICE ROOM 111. ®O0009 WOMEN'S ROOM ®O0000) CODE FOR ODE COMPLIAN APPROVED MAY 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED MAY 022C1 F RMITC NTS ELECTRICAL SYMBOLS NOTE: WHITE OUTLET PLATES, TYP. FLOOR PLAN LEGEND 6 4 PLEX RECEPTACLES SET AT 42 "AFF TO CENTER UNLESS OTHERWISE NOTED DUPLEX RECEPTACLES SET AT 42 "AFF TO CENTER UNLESS OTHERWISE NOTED Y INDICATES TELEPHONE RECEPTACLE 60" AFF TO CENTER UNLESS OTHERWISE NOTED T INDICATES DATA RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED Y INDICATES DATA / VOICE RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED n TICKET MACHINES n TIME CLOCK n NOT USED () PTZ CEILING OUTLET n CASH WRAP POWER POLE () SUSPENDED DUPLEX OUTLET W/ J -BOX FOR DATA AT BOTTOM OF ROOF JOIST (SEE DETAIL 1/ -) FE EXISTING PARTITION TO REMAIN EXISTING BUILDING SHELL WALL NEW PARTITION, SEE DETAIL 10/A4.1 CLASS 2A FIRE EXTINGUISHER. GC TO CONFIRM LOCATIONS WITH SAVERS CM AND FIRE MARSHALL. PROVIDE 1 FOR EVERY 3,000 SF AND VERIFY ALL PORTIONS OF THE OCCUPANCY ARE WITHIN 75' OF TRAVEL TO A FIRE EXTINGUISHER. E CC -1 CC -2 EXISTING FLOOR FINISH. CC -1 FLOOR FINISH, SEE FINISH SCHEDULE. CC -2 FLOOR FINISH. SEE FINISH SCHEDULE. FBO. 1 ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED w/ 3-1/2", 20 GA METAL STUDS @ 16" OC w/ 5/8" TYPE "X" GYPSUM WALL BOARD ON EACH SIDE. 2. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWINGS. 3. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL EXISTING PARTITIONS. 5. ALL WOOD OR PLYWOOD BLOCKING TO BE FIRE - RETARDANT TREATED. 6. REPAIR ALL CRACKS, HOLES, OR DEFECTS IN CONCRETE SLAB THROUGHOUT SPACE TO ACHIEVE A SMOOTH FLOOR SURFACE AND PREPARE TO RECEIVE LEVELLING COMPOUNDS AND NEW FLOOR FINISH WHERE APPLICABLE. 7. REPAIR ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE. 8. PATCH AND REPAIR EXISTING GWB WALLS TO REMAIN THROUGHOUT SPACE TO ACHIEVE A SMOOTH SURFACE AND PREPARE TO RECEIVE NEW FINISH. 9. RETAIL AREA TO HAVE A LEVEL FINISH FLOOR. 10. BACK OF HOUSE AREA TO HAVE A MIN. OF FIRE TAPE FINISH THROUGHOUT. 11. PAINT WALLS PER FINISH SCHEDULE 12. RE: A5.1 FOR INTERIOR WALL DESCRIPTIONS & DETAILS. 13. GC TO VERIFY MEN'S AND WOMEN'S RESTROOMS COMPLY WITH THE MOST RECENT BUILDING CODES. RE: COVER SHEET AND RESTROOM INTERIOR ELEVATIONS. 14. ALL NEW GYPSUM BOARD TO RECEIVE A LEVEL 4 FINISH (SMOOTH WALL). CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com A • • • A 512111 PEIMT nE-euelirrrAL D M - 4/101 BD BET DJW A 417111 PEW FE111BION DJW A 3/teM Per aalTTAL DJW A DATE DO NOT UBE tIKLE8B NRIALED FOR COMMOTION MDR AND DATED DAM JOB NUMBER 2007861010 DRAWNO CREATED 09.01.11 SEAL: • EGt TER_n ' ".CHfTECT TE OF WASHINGT0N DRAWING TITLE: FIRST FLOOR PLAN SHEET NO.: A2.3 201 ) z 1 1 1 MEZZANINE 2 FLOOR PLAN 36 SCALE: 3/32 " =1' -0" E 000 E • SHEET NOTES 1. PROVIDE SWING GATE AT RAILING ALONG OPENING TO FLOOR BELOW. PROVIDE ALTERNATE BID TO INFILL FLOOR AND REMOVE RAILING. 2. (N) WALL FINISH, SEE FINISH SCHEDULE. 3. 30" AFF PLAM WORK SURFACE COUNTER TOP. SEE DETAIL 1/A4.1. 4. (E) WALL FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 5. (E) FLOOR FINISH TO REMAIN, PATCH & REPAIR AS NEEDED. CLEAN PRIOR TO TENANT MOVE IN. 6. REPAIR ANY AND ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE MATCH. ALL WALL PENETRATIONS MUST BE MADE TO LOCAL AND NATIONAL BUILDING CODES AND STANDARDS. Dig -o-71 CODE REVIOWED FOR E COMPLIANC E APPROVED MAY 232011 City of Tukwila BUILDING DIVISION CITY OF-TUKWILA MAR 1 7 2011 PERMIT CENTER GENERAL NOTES ELECTRICAL SYMBOLS NOTE: WHITE OUTLET PLATES, TYP. FLOOR PLAN LEGEND 4 PLEX RECEPTACLES SET AT 42"AFF TO CENTER UNLESS OTHERWISE NOTED DUPLEX RECEPTACLES SET AT 42"AFF TO CENTER UNLESS OTHERWISE NOTED Y INDICATES TELEPHONE RECEPTACLE 60" AFF TO CENTER UNLESS OTHERWISE NOTED T INDICATES DATA RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED T INDICATES DATA / VOICE RECEPTACLE AT 42" AFF TO CENTER UNLESS OTHERWISE NOTED n TICKET MACHINES n T• IME CLOCK N• OT USED PTZ CEILING OUTLET n C• ASH WRAP POWER POLE \°•/ S• USPENDED DUPLEX OUTLET W/ J -BOX FOR DATA AT BOTTOM OF ROOF JOIST (SEE DETAIL 1/ -) FE EXISTING PARTITION TO REMAIN EXISTING BUILDING SHELL WALL NEW PARTITION, SEE DETAIL 10/A4.1 CLASS 2A FIRE EXTINGUISHER. GC TO CONFIRM LOCATIONS WITH SAVERS CM AND FIRE MARSHALL. PROVIDE 1 FOR EVERY 3,000 SF AND VERIFY ALL PORTIONS OF THE OCCUPANCY ARE WITHIN 75' OF TRAVEL TO A FIRE EXTINGUISHER. E CC— 1 CC -2 SV -1 _LLLLL . EXISTING FLOOR FINISH. CC -1 FLOOR FINISH, SEE FINISH SCHEDULE. CC -2 FLOOR FINISH. SEE FINISH SCHEDULE. SV -1 FLOOR FINISH, SEE FINISH SCHEDULE 1. ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED w/ 3-1/2", 20 GA METAL STUDS @ 16" OC w/ 5/8" TYPE "X" GYPSUM WALL BOARD ON EACH SIDE. 2. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWINGS. 3. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL EXISTING PARTITIONS. 5. ALL WOOD OR PLYWOOD BLOCKING TO BE FIRE - RETARDANT TREATED. 6. REPAIR ALL CRACKS, HOLES, OR DEFECTS IN CONCRETE SLAB THROUGHOUT SPACE TO ACHIEVE A SMOOTH FLOOR SURFACE AND PREPARE TO RECEIVE LEVELLING COMPOUNDS AND NEW FLOOR FINISH WHERE APPLICABLE. 7 REPAIR ALL EXTERIOR WALL PENETRATIONS TO MATCH EXISTING FINISHES TO THE BEST POSSIBLE. 8. PATCH AND REPAIR EXISTING GWB WALLS TO REMAIN THROUGHOUT SPACE TO ACHIEVE A SMOOTH SURFACE AND PREPARE TO RECEIVE NEW FINISH. 9. RETAIL AREA TO HAVE A LEVEL FINISH FLOOR. 10. BACK OF HOUSE AREA TO HAVE A MIN. OF FIRE TAPE FINISH THROUGHOUT. 11. PAINT WALLS PER FINISH SCHEDULE 12. RE: A5.1 FOR INTERIOR WALL DESCRIPTIONS & DETAILS. 13. GC TO VERIFY MEN'S AND WOMEN'S RESTROOMS COMPLY WITH THE MOST RECENT BUILDING CODES. RE: COVER SHEET AND RESTROOM INTERIOR ELEVATIONS. 14. GC TO VERIFY MEN'S AND WOMEN'S RESTROOMS COMPLY WITH THE MOST RECENT BUILDING CODES. RE: COVER SHEET AND RESTROOM INTERIOR ELEVATIONS. 15. ALL NEW GYPSUM BOARD TO RECEIVE A LEVEL 4 FINISH (SMOOTH WALL). CONSULTANT: °-d'j. Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 TeL 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS 11400 x - VALUE VILLAGE S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 TeL 425.462.1515 Fax. 425.451.2250 www.savers.com I- 3/18/11 PEWIT eLEMITTAL DJW DATE MI DO NOT USE I1JLE88 NTL6LED FOR CC BiWNCN YC # AND DA71Ea DA16 JOB NUMBER 2007861010 DRAVRIO CFEA1E4' 09.0111 SEAL DRAWING TITLE: MEZZANINE FLOOR PLAN SHEET NO.: A2.3M SUSPENDED CEILING NOTES: 1. ALL HANGER WIRE SHALL BE 12 GA WIRE AND PLUMB WITHIN 1 TO 6. 2. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND BE SPACED IN ACCORDANCE WITH MANUF. SPECS. 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHOUT SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED BY LOCAL CODES. 4. AT LIGHT FIXTURES PROVIDE 12 GA WIRE 0 TWO DIAGONALLY OPPOSED CORNERS. 5. SEE REFLECTED CEIUNG PLAN FOR LOCATIONS AND DIRECTIONS OF LIGHT FIXTURES. 6. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. ON THE OTHER TWO SIDES, THERE SHALL BE A 3/4" CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL 7. SPREADER BARS ARE REQUIRED TO PREVENT THE SPREAD OF THE MAIN BEAMS AND /OR CROSS TEES. 8. CEILINGS OVER 2500 SF MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITION THAT BREAKS UP THE CEIUNG INTO AREAS NOT EXCEEDING 2500 SF. 9. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 10. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). 11. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. 12. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS. 13. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. 14. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL EMT CONDUIT 1/2" ENT CONDUIT UP TO 5' -10" 3/4" EMT CONDUIT UP TO 7' -8" 1" EMT CONDUIT UP TO 9'-g" METAL STUDS (20 GA) SINGLE 1 -5/8" METAL STUD UP TO 12' -0' BACK -TO -BACK 1 -5/8" METAL STUD UP TO 15' -0" SINGLE 2 -1/2" METAL STUD UP TO 13' -6" BACK -TO -BACK 2 -1/2" METAL STUD UP TO 15' -0" VERTICAL STRUT SCHEDULE: MAX LENGTHS X 6' -O" MAX. LATERAL SUPPORT POINT WITHIN 6' -0" OF EA WALL 12' -0" MAX O.C. EACH WAY TO LATERAL SUPPORT POINT BOLT COMPRESSION STRUT 0 TOP & BOT SPREADER BAR ON TWO SIDES WHERE GRID IS NOT ATTACHED. MIN 3/4" CLR. ON TWO SIDES WHERE GRID IS NOT ATTACHED. 2" MIN X 2" MIN CLOSURE ANGLE AROUND PERIMETER FACE OF WALL OR DEMISING PARTITION DRAFTSTOP AS REQ'D BY CODE HANGER WIRE 0 4' -0" O.C. EA. WAY (1) 12 GA HANGER WIRE 0 FIXTURES WEIGHING LESS THAN 10 LBS 2' -0" X 4' -O" ACOUSTICAL TILE SEE SPECS, TYP. 2X4 RECESSED FLUORESCENT LIGHT FIXTURES. SEE ELECT. DRAWINGS. w DIAG. RESTRAINT WIRES f 0 v 2'X2' OR 2'X4' ACOUSTICAL TILE IN METAL SUSPENSION "T" GRID SYSTEM. INSTALL PER IBC SECT. 803.9 & 1621.1. CROSS TEE OR MAIN BEAM (2) OPPOSING CORNER 12 GA HANGER WIRE 0 FIXTURES WEIGHING BETWEEN 10 -56 LBS SEISMIC LOCKING CLIP. MAIN BEAM HANGER WIRE TIE W/ 3 TURNS WITHIN 3" MAX CROSS TEE SUSPENDED CEILING DETAILS SCALE: NTS LATERAL SUPPORT POINT SEE DETAIIrk & WHERE FIXTURE ROW FALLS BETWEEN MAIN RUNNER, USE 4' -0" LG. MAIN 0 4' -0" O.C. AS CROSS TEE. (2) 12 GA HANGER WIRE FOR TERMINALS WEIGHING 20 -58 LBS. VERTICAL STRUT METAL STUD OR EMT CONDUIT, SEE SCHEDULE "D" FOR MAX LENGTH. CROSS TEE 45' MAX HANGER WIRE SPLAYED 0 45' 4- DIRECTIONS. ALL WIRES ATTACHED TO MAIN BEAM. 45' MAX 45' MAX MAIN BEAM 45' MAX SPLICE. PROVIDE (2) #10 SCREWS AFTER TILE PANEL IS INSTALLED LATERAL SUPPORT BRACE 12' -0" O.C. EACH WAY MEZZANINE ABOVE ( 201 ) STAIRWELL HALLWAY ( 132 ) 8' -0" ' -0" COVERED DOCK RECEIVING LOCAL O 0 0 r 7'77,7777'77 r.- Il d 1.1.4 JJJJJJ' 1.1 fa 1`4 P9 Ga f f f f f f f f f CV 10'-0" O.C. TYP. MERCANTILE PRODUCTION d 11' SPEED RAIL UGHT1NG @4'-ff OC &9T' AFF - TYP. e d e 1 t Ui BALE TRAILER �I 1 WALK -ON COMPACTOR IL I 1 MEZZANINE ABOVE 1 d e • d d d e d d e e d MANAGER'S OFFICE JUMP START OFFICE ®00 ®® . - t e d C C a b a b a b a b b a b a b a b a b a • m m m m m 4 M b a b a b a a b a b a b a b a b a b a b a b a b a b a b a b a b a • b a b a b a a b a a b a b a a b a b a b a b a m 0 m m m b a b a b a b a b a b a b a b a b a b a b b a b b a b b MERCANTILE ( 101 ) a a b b a b b b b a b m m a a b b a b a a a b a m 0 m a 12'-0' EQUAL 3'-0" O.C. TYP. EXIT VESTIBULE m b a b a b a b a b • REFLECTED CEILING PLAN SCALE: 3/32 " =1' -0" E (-3A 145 ltewh e2-, 14-7a ncfi- cede see. 1/Na y, d�le�1 �ct x-0.3 and 42_,/-1 goN pzv-- /Ye,/ (d' , CrL36 ENTRY VESTIBULE ( 107 CDC ( 104 ) d 101 -0" d O.C. TYP. ,1 n. 2 I;I • r1 , Fr D1 61 - - -J MERCANTILE PRODUCTION 1-0 >1 1 1 >1 ELECTRICAL 131 4 MEasuliMIN NMI = r i ■ ■ t®l I mamma II I ;1 L === ===i II JI1NO ±Io -d01:10 NOIlt/NOa 1 BREAK LIGHT PATTERNS AS REQUIRED TO AVOID DUCT LAYOUTS, TYP. MEZZANINE ABOVE ( 201 ) HALLWAY -7 00 ,b‘1011 • JANITOR 124 ) MEN'S ROOM 123 0® WOMEN'S ROOM 122 0® SHEET NOTES OPEN TO STRUCTURE ABOVE. CLEAN ALL HIGH SURFACES. TOUCH UP PAINT AS NEEDED TO MATCH EXISTING. NEW GWB CEILING AT 8' -0" AFF. SURFACE MOUNT LIGHT FIXTURES PER PLAN. NEW B/S ACT CEILING SYSTEM AT 8' -0" AFF CEI r, . & k IG ALL EXISTING L GHTS, NOT CURRENTLY BALLASTED, TO BE UPGRADED TO BALLASTED LIGHTS. N 'E D ' L ; L ON SEPARATE SWITCH. (N) LIGHT FIXTURES PER PLAN. HEIGHT PER LE END. G , ► , . ALL EXISTING LIGHTS, NOT CURRENTLY BALLASTED, TO BE PGRADED TO BALLASTED LIGHTS. S AT 9' -0" AFF, 8. R P HT FIXTURES. SEE EXTERIOR ELEVATIONS. 9. CLEAN (E) SALES AREA CEILING FANS AND RE -USE. 10. AWNING PER SIGNAGE VENDOR, NIC. SEE SITE PLAN FOR DIMENSIONS. 11. CANOPY PE DIMENSIONS 12. PROVIDE MOTIO1 E"SOR LI 'T ITCHE OFFICES, RESTROOMS AND BREAK ROOM. 13. OFFICES AND BREAKROOM (ANY NEW SPACE NOT CURRENTLY VENTILATED) TO BE PROVIDED WITH A SOURCE OF VENTILATION PER 2009 (WSVAIAQC) WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. 1 � LuM S' ' To M ruz -r-R GENERAL NOTES PROVIDE FIRE DAMPER AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS, OR OTHER SURFACES AND AS REQUIRED BY THE FIRE DEPARTMENT. ALL REQUIRED EXIT SIGNS SHALL CONFORM WITH ALL APPLICABLE CODES. CEILING HEIGHT IS FROM SLAB TO FINISHED CEILING. NEW LIGHT SWITCHES TO BE INSTALLED CENTERED AT 48" AFF. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER UNO. SWITCH PLATES TO BE WHITE. IF NOT EXISTING, CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AND AUDIO VISUAL ALARMS TO MEET ALL APPLICABLE CODES. FOR TYPICAL CEILING AND WALL SEISMIC BRACING AND DETAILS, SEE THIS SHEET AND SHEET A4.1. REPLACE ALL STAINED, DAMAGED, OR MISSING CEILING TILES WITH NEW, INCLUDING AREAS WHERE EXISTING LIGHT FIXTURES HAVE BEEN REMOVED. CONTRACTOR TO RESWITCH/ RECIRCUIT LIGHT FIXTURES AND SWITCHES AS NEEDED. REUSE AND /OR RELOCATE EXISTING LIGHT SWITCHES AND FIXTURES WHERE POSSIBLE. LIGHT SWITCHING TO BE 4 POLE CLOSED CONTACTOR. 9. CONFIRM LIGHT SWITCH AND MASTER LIGHT SWITCH LOCATIONS WITH TENANT. 10. CHECK ALL EXTERIOR FIXTURES FOR OPERATION. RELAMP IF NECESSARY. 11. RELAMP ALL EXISTING LIGHT FIXTURES PER TENANT SPECS. 12. RELOCATE EXISTING SPRINKLER HEADS, FIRE ALARM STROBES, AND /OR SMOKE DETECTORS AS REQUIRED TO SATISFY LOCAL CODE REQUIREMENTS. 13. EXISTING MECHANICAL SYSTEM TO REMAIN. RE- DISTRIBUTE EXISTING DUCTING AS NECESSARY TO PROVIDE EVEN HEATING AND COOLING. ALL AREAS TO RECEIVE EVEN HEATING, COOLING, AND VENTILATION, TO MEET REQUIREMENTS OF LOCAL JURISDICTION. RELOCATE THERMOSTATS TO 7' AFF. 14. TEST, REPAIR, REPLACE, RECONFIGURE, AND ADD EMERGENCY PATHWAY LIGHTING AS NECESSARY TO MEET REQUIREMENTS OF THE GOVERNING JURISDICTION. 15. ALL WALL WASHER LIGHT FIXTURES TO BE ON ONE SWITCH CIRCUIT. ALL MERCANTILE AND MERCANTILE PRODUCTION LIGHTING IS TO BE SWITCHED SO THAT EACH AREA'S LIGHTING CAN BE TURNED TO HALF - LIGHTING (EVERY OTHER TWO FIXTURES ARE ON A DIFFERENT SWITCH LEG TO CREATE A CHECKERBOARD PATTERN). 16. GC TO VERIFY FIXTURES DO NOT INTERFERE WITH ROOF STRUCTURE, HVAC COMPONENTS, PALLET RACKING ACCESS AND PALLET JACK, AND FORKLIFT LOADING. LEGEND i REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 3 2011 City of Tukwila B ALL LIGHTING TO BE SWITCHED ON SAME CIRCUIT AS LETTER ASSIGNED: a, b, C, d, e,f= EACH LETTER REQUIRES INDIVIDUAL SWITCH CIRCUIT. NOTE: ALL FLUORESCENT LIGHTS AND LAMPS ARE FBO. LIGHTING CALCULATION NOTES: REQUIRED: 95% OR MORE OF THE LIGHTING (THE 1 X 4 FLUORESCENT FIXTURES) TO BE 2 LAMPS, REFLECTORED OR LOUVERED, T -8 LAMPS WITH HARD -WIRED ELECTROINIC DIMMING BALLASTS. THE REMAINING LIGHTS TO BE BALLASTED. PROVIDED: 1,001 - 1 X 4 FLUORESCENT FIXTURES THAT MEET CRITERIA PER SPEC. REMAINING FIXTURES ARE TO BE BALLASTED. REMAINING FIXTURES ACCOUNT FOR 17 NEW FIXTURES, PLUS APPROX. 20 EXISTING FIXTURES. TOTAL FIXTURES = 1,038. 1,001 = 96.5 %, THUS REQUIREMENT IS MET. (S) %< NEW OR EXISTING ACT CEILING AS NOTED NEW OR EXISTING GYP BD CEILING AS NOTED 2 X 4, 3 LAMP, SURFACE MOUNTED LENS NBF NEMA BALLAST, FBO. 24GP332- FS- A1- B -L -3S, 2x4, 3 LAMP, LAY IN TROFFER NBF NEMA BALLAST, FBO. SCF232 -BL- NBF NEMA BALLAST W IXTURE, IXTURE, BALLAST SCF232 -BL -2 NBF NEMA BALLAST W , T -8, ARD WIRED ELECTRONIC DIMMING EMERGENCY LIGHT FIXTURES. EMERGENCY LIGHTING SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT- CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT- CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. NL EXISTING FIXTURE. EXIT SIGN WITH BATTERY BACK -UP. ARROWS 6 INDICATE DIRECTION. CONFIRM EXISTING OR INSTALL - NEW AS REQUIRED BY LOCAL JURISDICTION. DOCK LIGHT, 150 -300W, FOSTORIA DKL- 40VA -A OR SIMILAR TYPICAL LIGHTING FIXTURE MOUNTING HEIGHTS: SALES FLOOR: AS HIGH AS POSSIBLE; 14' -6" AFF MAX BACK ROOM: AS HIGH AS POSSIBLE; 17' -0" AFF MAX VERIFY FIXTURES DO NOT INTERFERE WITH ROOF STRUCTURE, HVAC COMPONENTS, OR PALLET RACKING ACCESS CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 6/13/11 PERMIT RE- GJIB1irrAL DJW 2 5/2/11 PEW FE- EJEIITTAL DJW 4/11/11 ID SET DJW 1 417/11 MIST REVISION DJW 3/0/11 PERT SUBMITTAL DJW 0 DATE DO NOR USE FOR CONEIT IJCi10N IMIGI# MEW 1VTIALED AND DATED DA1B JOB NUMBER 2007861010 DRAWPG CFEA71D o9.ot11 SEAL: , Pr 13 EEED PC,L ?ITECT __� �j"J W. JOHNSON E OF t':'ASH':" GTOIt .- .- M'Y^ 1.2 2011 DRAWING TITLE: REFLECTED CEILING PLAN ® JY SHEET NO.: A2 .4 N 2 2 �_ I- 91E -- .. ( 201 ) STORAGE CLOSET a203 ) I %1 N EQ 1 1 I1 U4 I� bJ bJ 1: 11 11 'q M DJ 11 I-i I %J ha IJ 1,1 FIXTURE STAGING ( 202 ) (4) CHANDI OFFICE FLEX OFFICE EQ. TYP ALL MEZZANINE AREAS EQ. lb - 16' -0" TYP. 1Z-4 J '1 fJ I1 1 >1 I; I 11 I3 I GJ °J a 1 I 5'-O' 1 EQ. EQ. SHELVING IT OFFICE 206 , ;J 1 >:1 4 J 1s MEZZANINE REFLECTED CEILING PLAN 36 SCALE: 3/32"=V-0" H M 1 E >, 2009 IBC MEANS OF EGRESS ILLUMINATION lighting 1006.4 Performance of system. provide initial illumination that facilities shall be arranged to p is at least an average of 1 foot - candle and a minimum um of any point of 0.1 foot - candle measured along permitted f decline at floor level. foot- candle the levels nd of shall the emergency lightne to lighting time duration. ll not be exceeded. re) uniformity ration of 40 to 1 sha MEZZANINE 1 EQ. . EQ. 1 EQ. . 8' -6„ EQ. uJ W a W 1 1 1 , .1 1 1 ' -i I J REVIEWED FOR CODE COMPLIANCE APPROVED MAY 232011 SHEET NOTES OPEN TO STRUCTURE ABOVE. CLEAN ALL HIGH SURFACES. (N) LIGHT FIXTURES PER PLAN. HEIGHT PER LEGEND. (E) HVAC UNITS TO REMAIN. GC TO PROVIDE CONDITIONING FOR OFFICES AND BREAKROOM. PROVIDE MOTION SENSOR LIGHT SWITCHES AT ALL MEZZANINE OFFICES AND STORAGE ROOMS. PROVIDE 3 WAY SWITCHES FOR MEZZANINE LIGHTING AT TWO STAIRWELLS. OFFICES AND STAGING (ANY NEW SPACE NOT CURRENTLY VENTILATED) TO BE PROVIDED WITH A SOURCE OF VENTILATION PER 2009 (WSVAIAQC) WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. GENERAL NOTES . PROVIDE FIRE DAMPER AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS, OR OTHER SURFACES AND AS REQUIRED BY THE FIRE DEPARTMENT. ALL REQUIRED EXIT SIGNS SHALL CONFORM WITH ALL APPLICABLE CODES. CEILING HEIGHT IS FROM SLAB TO FINISHED CEILING. NEW LIGHT SWITCHES TO BE INSTALLED CENTERED AT 48" AFF. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER UNO. SWITCH PLATES TO BE WHITE. IF NOT EXISTING, CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AND AUDIO VISUAL ALARMS TO MEET ALL APPLICABLE CODES. FOR TYPICAL CEILING AND WALL SEISMIC BRACING AND DETAILS, SEE THIS SHEET AND SHEET A4.1. REPLACE ALL STAINED, DAMAGED, OR MISSING CEILING TILES WITH NEW, INCLUDING AREAS WHERE EXISTING LIGHT FIXTURES HAVE BEEN REMOVED. CONTRACTOR TO RESWITCH/ RECIRCUIT LIGHT FIXTURES AND SWITCHES AS NEEDED. REUSE AND /OR RELOCATE EXISTING LIGHT SWITCHES AND FIXTURES WHERE POSSIBLE. CONFIRM LIGHT SWITCH AND MASTER LIGHT SWITCH LOCATIONS WITH TENANT. 10. CHECK ALL EXTERIOR FIXTURES FOR OPERATION. RELAMP IF NECESSARY. 11. RELAMP ALL EXISTING LIGHT FIXTURES PER TENANT SPECS. 12. RELOCATE EXISTING SPRINKLER HEADS, FIRE ALARM STROBES, AND /OR SMOKE DETECTORS AS REQUIRED TO SATISFY LOCAL CODE REQUIREMENTS. 13. EXISTING MECHANICAL SYSTEM TO REMAIN. RE— DISTRIBUTE EXISTING DUCTING AS NECESSARY TO PROVIDE EVEN HEATING AND COOLING. ALL AREAS TO RECEIVE EVEN HEATING, COOLING, AND VENTILATION, TO MEET REQUIREMENTS OF LOCAL JURISDICTION. RELOCATE THERMOSTATS TO 7' AFF. 14. TEST, REPAIR, REPLACE, RECONFIGURE, AND ADD EMERGENCY PATHWAY LIGHTING AS NECESSARY TO MEET REQUIREMENTS OF THE GOVERNING JURISDICTION. 15. ALL WALL WASHER LIGHT FIXTURES TO BE ON ONE SWITCH CIRCUIT. ALL MERCANTILE AND MERCANTILE PRODUCTION LIGHTING IS TO BE SWITCHED SO THAT EACH AREA'S LIGHTING CAN BE TURNED TO HALF — LIGHTING (EVERY OTHER TWO FIXTURES ARE ON A DIFFERENT SWITCH LEG TO CREATE A CHECKERBOARD PATTERN). 16. GC TO VERIFY FIXTURES DO NOT INTERFERE WITH ROOF STRUCTURE, HVAC COMPONENTS, PALLET RACKING ACCESS AND PALLET JACK, AND FORKLIFT LOADING. LEGEND BUILDING DIVISION INDICATES EMERGENCY LIGHTING PATH OF TRAVEL. ELECTRICAL PERMIT TO VERIFY LIGHTING ALONG THIS PATH MEETS MINIMUM FOOT � CANDLE REQUIREMENTS. SEE EMERGENCY LIGHT FIXTURE DESCRIPTION, ON THIS LEGEND, FOR MORE DETAIL. n 11 NEW OR EXISTING ACT CEILING AS NOTED NEW OR EXISTING GYP BD CEILING AS NOTED SCF232 -BL- NBF NEMA BALLAST W S , T -8, ARD WIRED ELECTRONIC DIMMIN P I TURE, SCF232 -BL -2 NBF NEMA BALLAST W A • , T -8, P IXTURE, BALLAST ARD WIRED ELECTRONIC DIMMING 3 EMERGENCY LIGHT FIXTURES. EMERGENCY LIGHTING SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT- CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT- CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. NL EXISTING NIGHT LIGHT OR EMERGENCY LIGHT FIXTURE EXIT SIGN WITH BATTERY BACK -UP. ARROWS 8 INDICATE DIRECTION. CONFIRM EXISTING OR INSTALL ' NEW AS REQUIRED BY LOCAL JURISDICTION. LIGHTING CALCULATION NOTES: REQUIRED: 95% OR MORE OF THE LIGHTING (THE 1 X 4 FLUORESCENT FIXTURES) TO BE 2 LAMPS, REFLECTORED OR LOUVERED, T -8 LAMPS WITH HARD -WIRED ELECTROINIC DIMMING BALLASTS. THE REMAINING LIGHTS TO BE BALLASTED. PROVIDED: 1,001 - 1 X 4 FLUORESCENT FIXTURES THAT MEET CRITERIA PER SPEC. REMAINING FIXTURES ARE TO BE BALLASTED. REMAINING FIXTURES ACCOUNT FOR 17 NEW FIXTURES, PLUS APPROX. 20 EXISTING FIXTURES. TOTAL FIXTURES = 1,038. 1,001 = 96.5 %, THUS REQUIREMENT IS MET. ALL LIGHTING IS NEW. IF LIGHTING IS RELOCATED OR EXISTING, THE FOLLOWING SYMBOLS MAY BE USED TO DIFFERENTIATE ON THE PLAN: (E) INDICATES EXISTING FIXTURE TO REMAIN N/R NEW OR RELOCATED LIGHT FIXTURE TYPICAL LIGHTING FIXTURE MOUNTING HEIGHTS: SALES FLOOR: AS HIGH AS POSSIBLE; 14' -6" AFF MAX BACK ROOM: AS HIGH AS POSSIBLE; 17' -0" AFF MAX VERIFY FIXTURES DO NOT INTERFERE WITH ROOF STRUCTURE, HVAC COMPONENTS, OR PALLET RACKING ACCESS NOTE: ALL FLUORESCENT LIGHTS AND LAMPS ARE FBO. CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com A A A A own Pew i - wei1IAL DJ A 5/2/11 maim RE-euB ITAL DJW A 4/1VIII MEET DJW A 4/7/11 PB8118T RensioN DJW A 3/10/11 PBMr 8uaJrrAL DJW A DATE Fempota/Laarrctes MGR DO NOT UBE FOR COMMOTION 1,83R UNLESS MIAUD APO DATED Ta111B JOB MJ Eli: 2007861010 DRAWINQ CHEATED 03.01.11 SEAL: - -�-- F -*STEED ;D -. 46 C{ TECT a 0 `. • - .N W. JC4-111Go\ ATE OF V. +A5,T. GTON i 12 2011 DRAWING TITLE: MEZZANINE REFLECTED CEILING PLP5 Ui ® N SHEET NO.: W A2.4M L IT- PERMIT CENTER MEZZANINE ABOVE ( 201 STAIRWELL HALLWAY ( 132) LOCAL LOCAL COVERED DOCK LIFT RECEIVING 103 MERCANTILE PRODUCTION C 102 BIM(SIBICc B &B BALE TRAILER rI WALK -ON COMPACTOR LI ■.313171 • HOUSEWARES M' 06f.GVU SHOES SHOES EXPANSION MEZZANINE ABOVE 201 ❑K Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com I III Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com M III • • 1111 • A HOUSEWARES EXPANSION o cARr cCART UanfESSIM BOtl0I BOOKS M OK CAW UiBOCB3SED HANGER PAC% S.rMGM' 11PICCESSED BOOKS stir ( CART WOO MANAGER'S OFFICE ( 1 1 MIL COO War Oa JUMP START OFFICE ( 112 n N N n n n n n n n n N H N H H H N N H N H H H !1-71 H rl H A H 11'1 I'll 11)1 H m H EIRHHHHHH u EI u u 1:E-E. =E EE T CE-=E--E L L EEH- E +-EE CE EIE- E- E E [RAC =S =RAC =S =RAC1 J [RACK I 5 =RACK =5 =RAC [RAC =5 =RAC =RAC =5 =RACJ [RAC =5 RAC =RACK =5 =RAC] [RAC =5 =RAC =R. =5 =RACI 0 [RAC =5 I RAC =RAC =5 =RA [RAC =5 =RAC =RACK =5 =RA E [RAC =5 I RAC =RACK =S =RAC] [RAC =5'=RAC =RACK =5 =RA [RAC =5 RAC =RAC =5 =RAC [RAC =5 =RAC =RACK =5 =RAC] 5x7 4x5 4x5 4x5 4x5 4x5 4x5 H H H EXIT VESTIBULE 106 FIXTURE PLAN • H 1 H ,„, _ H T� rf n U_L.J_L1_U - - [URN117.a- - —I FcaTsPQ 111 111 111 L ±J ITYP. J [RACK =5 =RACK =5.=RACI [RAC =5 =RACK =5 =RAC I =I Iml I �I 1°1 [RAC =5 =RAC =5'=RAC C�=5 =A =5'=R^� U_LJ_L1_U 1 -1 —r-f —n U_L1_LL_U 11:1 rr � WrLJ rr� rr� 0 MURAL 111i11111i1 Mil 1 111 InIlIlI �.L.L1Uatt LLTJ 11111111111111 11 "111111 0 3 6 9 12 SCALE: 3/32 " =1' -0" 24 36 1■■ws it : >< LI_ LJ_LJ._U n- 1-- I—r -f —rl U_LJ_L 1_U rl— T� —r-f —n LI_LJ_L1_U CDC ( 104 ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K • ❑K ❑K ❑K MERCANTILE PRODUCTION 102 ELECTRICAL 131 EEEEEE =EE EE -EEE EE , 1801 r EE- EE -EE �L Ir IL. U r BREAK ROOM 121 EMI MIER ZS -46 �rT -'.T. • 0 c ENTRY VESTIBULE ( 107 A. 1 /ONO dd0-dO2ia NOIlVNOCI MEZZANINE ABOVE 201 HALLWAY 105 JANITOR 124 MEN'S ROOM ( 123 WOMEN'S ROOM 122 1 SHEET NOTES 1. PALLET RACK, SEE STRUCTURAL CALCULATIONS FOR ANCHORAGE DETAIL. 2. GONDOLAS, FTIT. 3. MURAL, FTIT. GENERAL NOTES 1. GC TO VERIFY LIGHTING HEIGHT AT PALLET RACKING DOES NOT INTERFERE WITH PALLET JACK OR FORKLIFT. 2. SEE STRUCTURAL PALLET RACK CALCULATIONS FOR ANCHORAGE DETAIL. LEGEND CODE REVIEWED FOR COOMPLIAN . CE c APPROVED MAY 2 3 2G11 City of Tukwila BUILDING DIVISION D141 -C7 i CITVMU► MAR 172011 PERMIT CENTER APPROVAL BLOCK EQUIPMENT PLAN APPROVED BY SAVERS ON FEBRUARY 25, 2011. CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com I III Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com M M • A M OK CAW UiBOCB3SED HANGER PAC% S.rMGM' 11PICCESSED BOOKS stir ( CART WOO MANAGER'S OFFICE ( 1 1 MIL COO War Oa JUMP START OFFICE ( 112 n N N n n n n n n n n N H N H H H N N H N H H H !1-71 H rl H A H 11'1 I'll 11)1 H m H EIRHHHHHH u EI u u 1:E-E. =E EE T CE-=E--E L L EEH- E +-EE CE EIE- E- E E [RAC =S =RAC =S =RAC1 J [RACK I 5 =RACK =5 =RAC [RAC =5 =RAC =RAC =5 =RACJ [RAC =5 RAC =RACK =5 =RAC] [RAC =5 =RAC =R. =5 =RACI 0 [RAC =5 I RAC =RAC =5 =RA [RAC =5 =RAC =RACK =5 =RA E [RAC =5 I RAC =RACK =S =RAC] [RAC =5'=RAC =RACK =5 =RA [RAC =5 RAC =RAC =5 =RAC [RAC =5 =RAC =RACK =5 =RAC] 5x7 4x5 4x5 4x5 4x5 4x5 4x5 H H H EXIT VESTIBULE 106 FIXTURE PLAN • H 1 H ,„, _ H T� rf n U_L.J_L1_U - - [URN117.a- - —I FcaTsPQ 111 111 111 L ±J ITYP. J [RACK =5 =RACK =5.=RACI [RAC =5 =RACK =5 =RAC I =I Iml I �I 1°1 [RAC =5 =RAC =5'=RAC C�=5 =A =5'=R^� U_LJ_L1_U 1 -1 —r-f —n U_L1_LL_U 11:1 rr � WrLJ rr� rr� 0 MURAL 111i11111i1 Mil 1 111 InIlIlI �.L.L1Uatt LLTJ 11111111111111 11 "111111 0 3 6 9 12 SCALE: 3/32 " =1' -0" 24 36 1■■ws it : >< LI_ LJ_LJ._U n- 1-- I—r -f —rl U_LJ_L 1_U rl— T� —r-f —n LI_LJ_L1_U CDC ( 104 ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K ❑K • ❑K ❑K ❑K MERCANTILE PRODUCTION 102 ELECTRICAL 131 EEEEEE =EE EE -EEE EE , 1801 r EE- EE -EE �L Ir IL. U r BREAK ROOM 121 EMI MIER ZS -46 �rT -'.T. • 0 c ENTRY VESTIBULE ( 107 A. 1 /ONO dd0-dO2ia NOIlVNOCI MEZZANINE ABOVE 201 HALLWAY 105 JANITOR 124 MEN'S ROOM ( 123 WOMEN'S ROOM 122 1 SHEET NOTES 1. PALLET RACK, SEE STRUCTURAL CALCULATIONS FOR ANCHORAGE DETAIL. 2. GONDOLAS, FTIT. 3. MURAL, FTIT. GENERAL NOTES 1. GC TO VERIFY LIGHTING HEIGHT AT PALLET RACKING DOES NOT INTERFERE WITH PALLET JACK OR FORKLIFT. 2. SEE STRUCTURAL PALLET RACK CALCULATIONS FOR ANCHORAGE DETAIL. LEGEND CODE REVIEWED FOR COOMPLIAN . CE c APPROVED MAY 2 3 2G11 City of Tukwila BUILDING DIVISION D141 -C7 i CITVMU► MAR 172011 PERMIT CENTER APPROVAL BLOCK EQUIPMENT PLAN APPROVED BY SAVERS ON FEBRUARY 25, 2011. CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com WWI PERIAT SUBMITTAL or,w DATE MOR DO NOT L FOR OMBITIUCT1ON ttLFBB FOALED AND DATED LIM DATE JOB NUMBER 2007861010 DRAWNQ CFEATEDI 03.01.11 SEAL: DRAWING TITLE: FIXTURE PLAN SHEET NO.: A2.5 EPT -3 PT -15 EPT -1 EPT -4 (E) ROOFING TO REMAIN, TYP. EPT -1 /— (E) ROOFING TO REMAIN, TYP. (E) TOP CAP METAL PAINT PER FINISH LEGEND. TYP ALL ELEVATIONS. TYP EPT -2 EPT -3 AREA ABOVE DOOR FOR SIGNAGE OR GLAZING. CONFIRM WITH OWNER. EXISTING 6" AFF CONCRETE CURB PT -15 EPT -1 EXISTING STOREFRONT FRAME, REPAIR AS NEEDED. (E) GLAZING. EPT -4 EXISTING MAIN ENTRY DOOR TO REMAIN. WEST WALL ELEVATION SCALE: 1/8 " =1' -0" TYP EPT -2 (E) EXTERIOR WALL PACKS TO BE RE— CAMPED, TYP. EPT -1 DEMO (E) TILE AROUND (E) STOREFRONT. (N) SPLIT FACE VENEER AT PREVIOUS TILE LOCATION. BLOCK SEAL AND PAINT PER LEGEND. (E) EXTERIOR WALL PACKS TO BE r_FRE— LAMPED, TYP. (N) OPENING PER STRUCTURAL (N) — DOOR PER DOOR SCHEDULE. PAINT TO MATCH WALL PAINT COLOR. EPT -1 EPT -4 (N) EXTERIOR UGHT ABOVE DOOR UNDER AWNING. TYP TYP EPT -2 EPT -1 (N) METAL CANOPY COLUMN PER STRUCTURAL TYP EPT -2 EPT -4 TYP EPT -2 r L T EPT -1 (E) ROOFING TO REMAIN, TYP. SOUTH WALL ELEVATION SCALE: 1 /8 " =1' -0" TYP EPT -2 (E) EXTERIOR WALL PACKS TO BE RE— LAMPED, TYP. (N) CANOPY PER STRUCTURAL ROUTE (E) DOWNSPOUT TO CANOPY AND PROVIDE (N) DOWNSPOUT AT EDGE OF CANOPY TO ROUTE WATER OFF PLATFORM TYP EPT -2 (N) CANOPY PER STRUCTURAL WOOD FRAME WITH GWB SOFFIT PANELS UNDERNEATH, PAINTED, AND METAL ROOFING ABOVE. CONTINUOUS METAL FLASHING WHERE CANOPY MEETS (E) WALL EAST WALL ELEVATION SCALE: 1 /8 " =1' -0" TYP EPT -2 (E) ROOFING TO REMAIN, TYP. EPT -1 TYP CANOPY SOFFIT (E) EXTERIOR WALL PACKS TO BE RE— LIMPED, TYP. 00 0;6" o R a O O J EPT -2 METAL CANOPY AND RAIUNG TYP (E) DOORS. PAINT TO MATCH ADJACENT WALL PAINT COLOR. EPT -2 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 3 2011 City otTukwila BUILDING f11UISIQN (N) RAISED CONCRETE LOADING PLATFORM, STAIRS, GUARD RAIL HAND RAIL AND CONCRETE PAD. (N) OVERHEAD DOOR. EXISTING CMU, REMOVE GRAFFITI, CLEAN AND BLOCK SEAL, TYP ALL ELEVATIONS. PAINT PER FINISH LEGEND, WHERE APPLICABLE. NORTH WALL ELEVATION SCALE: 1 /8 " =1' -0" EPT -1 TYP CRYKfMLA MAR 17 2011 PERMIT CENTER CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com 1 3/10/11 PIT SUBMITrA1. DJW DATE MGR DO NOT USE FOR CONSTRUCTION FLEE MOILED AND DATED Wile DA16 JOB MJIUEBR 2007861010 DRAWN) CFEATED1 oaoi.l1 SEAL DRAWING TITLE: EXTERIOR ELEVATIONS SHEET NO.: A3.1 CONSULTANT: 71, Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS 11400 ' - VALUE VILLAGE S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 RESTROOM ACCESSORIES W 0 QW (n Y W i- (E) A GRAB BAR - 42" LONG, #B -6106 SERIES 4 4 [;/ThM 1 w, PROVIDE 48" DUPLEX FOR REFRIGERATORS ND VENDING MACHINES __ (E) (R) (R) (R) (R) (R) (E) B C F G H L M GRAB BAR - 36" LONG, #B -6106 SERIES TOILET SEAT COVER DISPENSER, #B -221, FTIT SANITARY NAPKIN DISPOSAL, #B -270, FTIT TOILET PAPER DISPENSER, CINTAS, FTIT HAT & COAT HOOK, #B -6827, FTIT SINK MIRROR, #B -290 2448 WASTE & HOT WATER PIPE INSULATION KIT - WHITE COVER WW1 eni _ I RE11810NBAILEBTIME8 1A, t r r n n 11 11 u ii 8 it g - -- 11 11 u u r__ r 8 8 FOR COMMOTION AND DATED = tour GM INITIALED JOB rsiUMBER lima MAT DRAWIfl CREATED -+� I �1 DRAWING T1T1.E: DETAILS SHEET NO.: A4.1 I IIMMTI RMOMMmU® 1017 \ \ - I 1 r n P I- -- I I E -- 1 P I I S 8 (R) N SOAP DISPENSER, CINTAS, FTIT 11' -0" / \ PROVIDE DUPLEX OUTLET AT 9'-O" / 1' -4" P. LAM AT ALL (N) P HAND DRYER, #B -708 EACH MICROWAVE SHELF 2'-0" CLEAR EXPOSED SURFACES LOW PRESSURE LAM AT CABINET INTERIOR DRILL FOR METAL PIN FACE OF WALL MANUFACTURED CASEWORK -cam 2'-6" COUNTER o ., \ EL JT /ES (R) S BABY CHANGING STATION, RUBBERMAID #7818 \ . ',, , _`` ' -,I = .' �� ��`�,I .. �. �� � =,== I, %' - - �� - - - X..... �. --"` �`•�I �- `` - -- = ; ......„,=_ I; ' v _ _ 2' -6" v ' FOR QTY. AND HGTS. el \ W/ FORMICA. PROVIDE (3) DUPLEX OUTLETS AT BREAK COUNTER 4� CABINETS WITH ADJUSTABLE SI- A.D.A \COMPLIA FAUCET, ON /OFr (F) T TOILET W/ MANUAL FLUSH COLOR 7813 -58 / 2" 3" 1 1 CARDBOARD SOLIDS / '�� = � ' - (F) () U URINAL W/ MANUAL FLUSH SURFACE MOUNTED ' STANDARDS W/ _ ' . I�.n SEE FIXTURE PLAN - 4 �1 1771M-73-6;<-0.1--JN, L1 ` POINT rows yomemmamum \\ \\\ ��� SOLID SHELVES o _ - ,�1► T.O. COUNTER , ����� SHELF SUPPORTS _ I WIRE PULL (R) V LAVATORY & FAUCET 2' -6\ L 2' —O" CONTROLS —OPEN BA/SE FOF RUBAER BASES, & CT UNDER ,81NK _ v l 11 �_ PROVIDE EASED EDGE " 4'-0" OC SHEET A2.3 •� ��� 1 ° r MICROWAVES BY OWNER •, (E) W HI -LO DRINKING FOUNTAIN , r _ - I -- I - _ a GROMMET HOLE, 3 4" x 2 -1 2" WOOD / / �yi,��ur P 1911,1 4 F WM � �` F ,. �,, - ' - I I �`'`, ,,, %"�%� ' , ;'1 , ��,�, �,�� - -' -81 I ',,., �,; ' I ', - , -; ' (N) Z - GRAB BAR 18" LONG SUPPORT POWER /DATA /PHONE _� CONNECTIONS, TYP. SEE �„�,��� NOTES: "bl`" Jte 5' -0" 1 4'- SEE SHEET A2.3 FOR QTY. AND HGTS. 1 SE " I. 2' -O" II 3/4" ADJUSTABLE SHELF CLOSED UPPER CABINET 8 SCALE: 1"=1'-0" SHEET A2.3. BREAK ROOM ELEVATIONS ,' X X PROVIDE GFI OUTLET & INSTA -HOT UNDER SINK NOTE: SEE FLOOR PLANS FOR ACTUAL FIXTURE LOCATIONS. SEE ALSO ELECTRICAL DRAWINGS. 1. THE MANUFACTURER FOR THE ABOVE ACCESSORIES WILL BE BOBRICK CLASSIC SERIES, - 2. FOR BOBRICK ACCESSORIES, THE FINISH WILL BE 1" 1 THK. PARTICLE BD. INTERMEDIATE WING WALL :. SUPPORTS EQUALLY SPACED (5'-o" O.C. MAX) FULL PANEL AT EACH END. PAINT TO MATCH WALL 6 3/8"=1'=0" ( SCALE: - DIRECT PRINT FRP TO BOTTOM OF UPPER CABINETS AND WIDTH OF FRP TO BOTTOM OF UPPER CABINETS AND WIDTH OF CABINETS 3/4" PLAM. BACKSPLASH w/ PLAM. PER ELEVATIONS STAINLESS STEEL WITH SATIN. UNO. LEGEND: CABINETS 3/4" PLAM. BACKSPLASH, 2 - FINISH PER PLAN 2 - .N.o. 1' -0" � SYSTEM DIAGRAM 'le C11 FINISH (N) = NEW FIXTURE (E) = EXISTING FIXTURE. RETAIN IF IN GOOD CONDITION, REPLACE WITH NEW IF IN POOR CONDITION (R) = REPLACE EXISTING FIXTURE WITH NEW (F) = RETAIN EXISTING FIXTURE. INSTALL NEW FLUSH VALVE TO MATCH EXISTING. SECTION - OFFICE WORK SURFACE - SCALE: NTS / SINK, MAXIMUM OF 6 1/2" DEEP 3/4" COUNTERTOP, FINISH PER / 3/4" COUNTERTOP w/ PLAM. FINISH PER ELEVATIONS 0 SCALE: 1 -1/2" = 1' -0" ADA SIGNS ELEVATION _ „ Z DRAWER w/ FULL DEPTH, FULL GRADE 2 ' * �''• (� _ o N \ .. ° i CD Z EXTENSION HEAVY DUTY HARDWARE � —\ INSULATED WRAP AT " f Jr RAILLE ) MEN l WOMEN J ( UNISEX ,,,) - N ¢ J o , \ I I I I ��►� /KIT \ EXPOSED WASTE & SUPPLY PIPES HATCHED AREA INCICATES • _ DRILL FOR METAL PIN SHELF TITLE 24 SIGN 8 SUPPORTS, TYP. 17 -19" _ �,.,L2 J _ 3/4" ADJUSTABLE SHELF \ 2. � ' "' \_ Ln CLEARANCE REQUIRED FOR ACCESSIBILITY l 3/4 DOOR, FINISH PER ELEVATION, • / • LOW PRESSURE LAMINATE AT - CABINET INTERIOR WHITE 3/4" DOOR w/ PLAM. FINISH A v� __,� % 6" \ r'�- MEN Q � o I 2 °' \ • • • o M \ _ k.� N \ \ DOOR OPENS 180' EXTEND FLOORING & BASE 8" MAX. c� GENERAL NOTES - -� �i "' �— Z \MEN UNISEX �,� 1 \ �,� -N PER ELEVATIONS z MIN. \ \ TO CABINET INTERIOR 1/4" THICK SIGN, TYP. 1. DIMENSIONS ARE TO FACE OF FINISH. 2 WOOD BLOCKING, INSTALLED INSIDE WALL TO SUPPORT GRAB BARS AND OTHER WALL MOUNTED FIXTURES, SHALL BE FIRE TREATED. �� b I 1 0 7 I I �� FOR WED Ore CODE COMPLIANCE t APPROVED �, BASE, AS SCHEDULED c al \ z 6" ` ` BASE CABINET IDENTIFI _ \ \ ADA SINK J,3'/ BASE CABINET w/ DRAWER W HI -LO DRINKING F SANITARY NAPKIN P HAND H HAT & S BABY SYMBOLCATION � A DRYER COAT CHANGING STATION FOUNTAIN DISPOSAL HOOK 6 / SCALE: 1"=1'-0" SCALE: 1"=1'-0" 2 -o 1 NOTE: PROVIDE TOILET FIRE WOOD BLOCKING ACCESSORIES_ \ Ls ;n � - GC TO RETARDANT AT ALL , \ TOP g" WAINSCOT OF FRP J a a Ca W l= Z W z w L SINK MIRROR 24" 6" ( & 3" CONDUIT WITH SURFACE 0 32" AFF. TO DECK @ FLOOR SIDE OF / / „ IDENTIFICATION SIGN FLUSH CONTROL VALVE TO BE NO MIN. MIN. . 54 \ \ \ \ \ \ _ / MIN 42" / HIGHER THAN ADA DOMESTIC 44" AFF. WATER AND WASTE PIPE PROTECTION 2" BUSHING. MOUNT EXTEND SALES WALL. i MIN MIN. \ \ C LATCH SIDE OF DOOR N SOAP 39 " -41" 5 / ::; 7 " MIN / KRONOS ® "� \ Q ;4, ° aC \ / / / / / / 17 MIN. _ / . / MAX '�' '�' ' = _ cn .°_. o x " W .< J '- o o \ C' LOCATE FLUSH VALVE THIS SIDE, CONTROL TO . BE NO HIGHER THAN 44 AFF. 18" �_ M \ 0 Q o ? x r ` o$ �\ _ \ i ; a 9" CC U m } NOTES: -.II Q L. V).'1. ( \ z °' N v, W W o �- - 8" MIN. \ \ 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 60" 2. IDENTIFICATION SYMBOLS ARE TO BE CENTERED ON DOOR 60 ABOVE FLOOR AND ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST. 3. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. 4. LETTERS & NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN., SHALL BE A MIN. OF 5/8" HIGH & SHALL BE SANS -SERIF il N / W v x W a ,� a c0 i =-\ \ .. [z� �� Z M c_, Z �/ , '-2 1/4' = z a INSULATION ° KIT J / _ i _ t.f) lii `` - " 6 MAX. _ ;� a, KRONOS BREAK CONFIGURATION MANAGER'S OFFICE NOTE: TYPICAL OUTLETS SEE FLOOR PLAN FOR ACTUAL LOCATIONS. V LAVATORY RESTROOM \ \ \ ACCESSORIES \ ELEVATION U URINAL T g TOILET \ A GRAB BAR: 42" (HORIZ) " C G TOILET COVER SEAT DISP BREAK ROOM OFFICE AND CONFIGURATION MANAGER'S OFFICE CONDUIT ROOM OUTLET AND SWITCH CONFIGURATIONS 5. UPPERCASE BOTH CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. TITLE 24 SIGNS AND ADA SIGNS ARE REQUIRED IN CALIFORNIA. ACCESSIBLE RESTROOM SIGNS 9 SCALE: 1/2 " =1' -0" GRAB BAR: 36" (HORIZ) Z VERT GRAB BAR: 18 (IF REQ BY CODE) TOILET PAPER DISPENSER 14' SCALE: 1/2 " =1' -0" FIXTURE SCALE: 1/2 " =1' -0" WOOD --�� - -r. ; / \ ! /, �. CAP NOTE: TOP LAYER OF GWB / \ , 4 8' -0" AFF OPTIONAL AT OFFICES / / \ / / ROOF STRUCTURE / � \ 1 ROOF STRUCTURE t • "' \ � �� � � /,�� \ \ 3 -5 8 25 GA MTL ',' s�'' o..,.,.,�,,:_.. > -� •.. � STUDS c 24" OC WITH S `= 1 / 1 / 1/2" GWB EACH SIDE CONTINUE 1 2" GWB THIS SIDE / I 1 \ � / CONTINUOUS BLOCKING AT SUSPENDED CEILING (WHERE OCCURS) LINEURS CEILING (WHERE ` \ — • — ; .: / \/ / / 1 SIGN OCC ) \ \ \ / / \ EXI RAISED CHARACTERS GRADE 2 BRAILLE 1 �/ / - -- -- CONTINUOUS BLOCKING AT SUSPENDED CEILING (WHERE OCCURS) \ " \ F, ;, CEILING: 3 -5/8" MTL JOISTS @ 24" OC, ALIGNED WITH WALL STUDS BELOW, }` WITH 1/2" GWB EACH SIDE / // . ssoa MAY 2 3 2011 CIS ®fTukwila BUILDING DIVISION - -- -- CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MIN. AND HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3 :5 BETWEEN 1:5 ANDTROOE HIETMINIMUM ICHARACTEROHEIGHT SHALL BE 3 INCHES AND SANS- SHERIF UPPER CASE. GRADE 2 BRAILLE DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED THE NEAREST ADJACENT WALL, PREFERABLY TO THE RIGHT. 3 -5/8" 25 GA MTL \ • STUDS 0 24" OC WITH _ i 1/2" GWB EACH SIDE �� 6" 20 GA MTL STUDS © _ i 16" OC, FROM FLOOR �� 6" 6 20 GA MTL STUDS 0 16" OC, FROM FLOOR SLAB TO STRUCTURE 3-5/8" SLIP TRACK, LINE OF CEILING SLAB TO STRUCTURE 3-5/8" SLIP TRACK, LINE OF CEILING I CITY OF 'UKVNLll1 MAR 17 2011 PERMIT CENTER ATTACH TO STRUCTURE (WHERE OCCURS) ABOVE ATTACH TO STRUCTURE (WHERE OCCURS) WITH 1 -1/4" #6 ✓` F ABOVE I WITH 1 -1/4" #6 SCREWS 0 24" OC 1/2" GWB EACH SIDE SCREWS © 24" OC 1/2" ;� 1/2 GWB EACH SIDE Q A r' 3 -5/8" TRACK, ATTACH TO SLAB WITH 3/4" SHOT PINS 0 24" OC • 1 3 -5/8" TRACK, ATTACH TO SLAB WITH 3/4" e SHOT PINS 0 24" OC 6" MTL TRACK, ATTACH TO SLAB WITH 3/4" SHOT PINS 0 16" OC - \ 6" MIL TRACK, ATTACH TO SLAB WITH 3/4" SHOT PINS 0 16" OC f. t` PARTIAL t t HT WALL: SILL HT @ + 8' -0" PARTITION TO 3" ABOVE CEILING FULL HEIGHT WALL FULL HEIGHT WALL A B SCALE: 1- 1/2 " =1' -0" SCALE: 1- 1/2 " =1' -0" SCALE: 1- 1/2 " =1' -0" D SCALE: 1- 1/2 " =1' 0" WALL TYPES WALL TYPE FINISHED FLOOR TACTILE EXIT SIGN DETAIL ALL GWB NEW B TO RECEIVE A LEVEL 4 FINISH SCALE: AS NOTED 2. USE WATER RESISTANT GWB AT WET WALLS ONLY SCALE: 1/2 " =1' -0" CONSULTANT: 71, Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS 11400 ' - VALUE VILLAGE S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com 1 WW1 POW 8UBLITTTAL DATE RE11810NBAILEBTIME8 1A, t DO NOT USE FOR COMMOTION AND DATED NM DA16 INITIALED JOB rsiUMBER 2007861010 DRAWIfl CREATED 03.0111 SEAL DRAWING T1T1.E: DETAILS SHEET NO.: A4.1 KEY PRODUCT DESCRIPTION PRODUCT NUMBER COLOR NAME MATCH # OR SW # AREA USED FURNISHED BY REMARKS PT -1 PROGREEN 200 E/S B20W651 BM HC -28 SHELBORNE BUFF • 8260 -10075 MAIN WALLS, RETAIL AREA WALLS TO 11'6" OWNER 2 COATS MINIMUM. PT -2 PROGREEN 200 E /S' B20W653 BM AC -3 TEXAS LEATHER 8260 -10077 RETAIL AREA WALLS 11'6" TO ACT OWNER 2 COATS MINIMUM. PT -3 SHERCRYL HPA S/G B66W351 BM HC -28 SHELBORNE BUFF 8260 -10078 RETAIL AREA COLUMNS AND POWER POLES OWNER 2 COATS MINIMUM. PT -4 SHERCRYL HPA S/G 966T354 BM AC -3 TEXAS LEATHER 8260 -10076 INTERIOR TRIM, DOORS, AND JAMBS OWNER 2 COATS MINIMUM. PT -5 PROGREEN 200 S/G 831W651 PURE WHITE SW 7005 BATHROOM CEILINGS OWNER 2 COATS MINIMUM. PT -6 PROGREEN 200 E/S 820W651 PURE WHITE SW 7005 BACK ROOM WALLS OWNER 2 COATS MINIMUM. PT -7 PROGREEN 200 FLAT B30W651 PURE WHITE SW 7005 BACK ROOM AND SALES FLOOR GWB CEILINGS OWNER 2 COATS MINIMUM. PT -8 PROGREEN 200 S/G 831W651 EXTRA WHITE SW 7006 JANITOR ROOM WALLS AND CEILINGS OWNER 2 COATS MINIMUM. PT -9 SHERCRYL HPA GLOSS 866W311 BM 2134 -40 COOL GREY 8260 -10079 CDC EXTERIOR DOOR AND FRAME OWNER 2 COATS MINIMUM. PT -10 SHERCRYL HPA S/G B66W351 BM AC -4 YOSEMITE SAND 8260 -10090 EXTERIOR METAL / VARIOUS OWNER 2 COATS MINIMUM. PT -11 SHERCRYL HPA S/G 866T354 BM HC -67 CLINTON BROWN 8260 -10085 EXTERIOR METAL / VARIOUS OWNER 2 COATS MINIMUM. PT -12 WB ACRYLIC DRYFALL FLAT 842W1 PURE WHITE SW 7005 SALES FLOOR EXPOSED CEILING OWNER 2 COATS MINIMUM. PT -13 A100 EXTERIOR LATEX FLAT A61/V153 BM AC -3 TEXAS LEATHER 8260-10184 EXTERIOR — VARIOUS SUBSTRATES OWNER 2 COATS MINIMUM. PT -14 A100 EXTERIOR LATEX FLAT A6W151 BM HC -28 SHELBORNE BUFF 8260-10186 EXTERIOR — VARIOUS SUBSTRATES OWNER 2 COATS MINIMUM. PT -15 A100 EXTERIOR LATEX FLAT ASW151 BM 1074 ALPACA 8260 -10185 EXTERIOR — VARIOUS SUBSTRATES OWNER 2 COATS MINIMUM. PT -16 RESILIENCE EXTERIOR FLAT K42Y57 PANTONE 377 8260 -10217 CDC EXTERIOR GREEN — VARIOUS SUBSTRATES OWNER 2 COATS MINIMUM. ES-1 INTEGRAL STUCCO OR EIFS BM 1074 ALPACA OWNER COLOR TO MATCH PT -15 . ES -2 INTEGRAL STUCCO OR EIFS . BM HC -67 CLINTON BROWN OWNER COLOR TO MATCH PT. -11 . CENTRIA SUNDANCE AM OWNER EMP -1 156 BM HC -67 .CLINTON BROWN COATING TO MATCH PT -10 SHERWIN WILLIAMS EXTERIOR - CONCRETE . PAINT;. EPT -1 BM HC -28 SHELBORNE BUFF OWNER APPLY PER MFR RECOMMENDATIONS. SHERLASTIC, ELASTOMERIC . COATING TO MATCH PT -1 SHERWIN WILLIAMS EXTERIOR EPT -2 METAL PAINT; ALL SURFACE BM HC -67 CLINTON BR• • • OWNER APPLY PER M RECOMMEND : IONS. ENAMEL (LATEX) TO MATCH SHERWIN WILLIAMS EXTERIOR CONCRETE WAINSCOT /RAMP; SUBMIT SAMPLES TO CONSTRUCTION MANAGER FOR EPT -3 BM 1074 ALPACA SHERLASTIC, ELASTOMERIC APPROVAL. APPLY PER MFR RECOMMENDATIONS. COATING TO MATCH PT -15 SHERWIN WILLIAMS EXTERIOR' � EPT -4 CONCRETE WAINSCOT /RAMP; BM. AC -3 TEXAS LEATHER SUBMIT SAMPLES TO CONSTRUCTION MANAGER FOR SHERLASTIC, ELASTOMERIC APPROVAL. APPLY PER MFR RECOMMENDATIONS. COATING TO MATCH PT -13 7-- M--- Rte- 7 '-G ' G I�� i 2'x4' LAY —IN ACOUSTICAL ` ARMS 76�_' 2 —N ACT-1 TILE WITH ARMSTRONG E ACOUSTICAL TILE AS NOTED ON REFLECTED 15/16" GRID (OR EQUAL) CEILING PLAN. CLEAR CONCRETE SEALER. CC -1 LSHERWIN WILLIAMS LOXON g10T00007 CLEAR 7% SILOXANE WATER REPELLANT CC -2 CORMAXX POLISHED OWNER CONCRETE SAND FINISH CPT -1 CARPET FRP- -1 FIBERGLASS REINFORCED WHITE PANEL . PLY -1 1/2" CDX PLYWOOD - WAINSCOT T0.4' -0" AFF . . . HEAT WELD SEAMS.. SELF —COVE UP WALL A SV -1 ANTHRACITE SHEET .VINYL 88700 BLACK. . . MINIMUM.. O 4' .. F. ARMSTRONG STANDARD'. TO BE INSTALLED WITH HENRY'S 430 OR 130 VCT ='1 E•XCELON IMPERIAL TEXTURE, .51809 DESERT BEIGE MERCANTILE, HALLWAY OWNER ADHESIVE (NO SUBSTITUTIONS) 1.2" VCT ARMSTRONG STANDARD . . TO BE INSTALLED WITH.. HENRY'S 430 OR 130 VCT -2 EXCELON IMPERIAL TEXTURE, .. 51804 EARTHSTONE GREIGE • MERCANTILE, BREAKROOM, OFFICES, OWNER ADHESIVE (N0. SUBSTITUTIONS). 1.2" VCT . ARMSTRONG STANDARD . TO .BE.' INSTALLED WITH HENRY'S 430 OR 130 VCT -3 EXCELON IMPERIAL TEXTURE, 51800 • BUTTERCREAM YELLOW MERCANTILE OWNER ADHESIVE '(NO SUBSTITUTIONS) 12" VCT WB -1 ARMSTRONG 4 INCH 61 GRAPHITE GRAY .. OWNER PROVIDE BASE AT ALL AREAS RECEIVING NEW . . FLOOR FINISH WB -2 ARMSTRONG 4 INCH RUBBER BLACK OWNER PROVIDE BASE AT ALL AREAS RECEIVING NEW FLOOR FINISH Colum�is:to :be PP3 :full::: height :or to bottom of ACT:: Clean suppiy:and return;`air.:::: •Clean:ceiling tiles; Repiape all rubbercove base yr /Armstrong 4." rubber base #61 Graphite Gray;' PRODUCTION: RO WALLS CEILING REMARKS ROOM # ROOM NAME FLOOR WALL BASE FINISH MATERIAL FINISH MATERIAL. . NORTH I SOUTH' EAST I WEST . . . 101, MERCANTILE CC -2 (E) CONCRETE . W81 GWB SEE REMARKS EXPOSED NONE 1,4,8 ' . . 102 MERCANTILE PRODUCTION .CC -1 (E) CONCRETE NONE GWB PLY -1, PT -6 . EXPOSED NONE 5,6,9,10,11 . 103 RECEIVING CC-1 (E) CONCRETE ...NONE - GWB PLY -1, PT -6 EXPOSED . .,.NONE 5,6,9,10,11 . 104. CDC CC-1 (E). CONCRETE. NONE... GWB PLY -1, PT -6 ACT ACT -1 . 10 .. .. . 105 HALLWAY CC -2 (E) CONCRETE. . 1NB1 GWB PT -1 GWB' PT -1 106 EXIT VESTIBULE CC -2 (E) CONCRETE. . WB1 GWB SEE REMARKS ACT ACT-1 7 .. . 107, ENTRY VESTIBULE CC -2 (E) CONCRETE WB1 . GWB SEE REMARKS ACT ACT -1. . 7 . 111 MANAGER'S OFFICE . CC -2 (E) CONCRETE . WB -1 GWB PT -1 . GWB PT -7 . 112 JUMP .START OFFICE . CC -2 (E) CONCRETE WB -1 GWB PT -1 .. ACT ACT -1 . 121 BREAK ROOM CC -2 (E) CONCRETE WB -1 . GWB FRP -1, PT -1 ACT ACT -1 3 122 WOMEN'S ROOM (E) TILE (E) TILE WR GWB (E) TILE ACT (E) GRID ACT -1 12,13 . 123 MEN'S ROOM (E) TILE (E) TILE WR GWB (E) TILE ACT (E) GRID ACT -1 12,13 . 124 JANITOR'S ROOM CC -1 (E) CONCRETE WB -1 WR GWB FRP -1, PT -6 EXPOSED NONE . 1 i. 131 ELECTRICAL ROOM CC -1 (E) CONCRETE NONE EXISTING EXISTING EXPOSED NONE 132 STAIRWELL HALLWAY CC -1 (E) CONCRETE NONE GWB PT -6 EXPOSED . NONE 11 . : I 201 MEZZANINE EXISTING NONE EXISTING EXISTING EXPOSED NONE 202 MERCHANDISING OFFICE EXISTING NONE GWB PT -1 EXPOSED NONE 203 MERCHANDISING CLOSET EXISTING NONE GWB PT -1 EXPOSED NONE FINISH NOTES: 1.i METAL COLUMNS IN RETAIL SPACE TO BE PAINTED FULL HEIGHT; WRAP COLUMNS IN STAINLESS STEEL (SOME SS WRAPS ARE EXISTING) TO MATCH EXISTING HEIGHT. 2. PROVIDE FULL HEIGHT FRP. 3.1PROVIDE FRP TO A HEIGHT OF 4' —O" AFF; PAINT WALL ABOVE FRP AS INDICATED. 4.I FITTING ROOM PARTITIONS ARE PRE — FINISHED. . 5. SEAL CMU PRIOR TO PAINTING. 6.1 RECEIVING AND MERCANTILE PRODUCTION CONCRETE SEALED, GROUND AND PATCHED TO BE ABLE TO WITHSTAND LOADS FROM FORKLIFT TRAFFIC. 7. WALL ABOVE GLAZING SHALL BE GWB TO A HEIGHT OF 14' -6 ". .8. REFER TO 'PAINT ELEVATION DIAGRAMS' BELOW. BASED ON CEILING HEIGHT AND TYPE, PAINT MERCANTILE SPACE PER ELEVATIONS OR 'C'. PAINT BACK ROOM SPACES PER —10. 9.1 PAINT TO MATCH (E) FINISH. . .IINSTALL PLYWOOD WAINSCOT TO 4' —O" ON ALL WALLS. PLYWOOD NOT REQUIRED ON CMU WALLS. 1 1.� PAINT ALL . HANDRAILS AND STAIRS. . 12.; PATCH. AND REPAIR ALL WALL AND FLOOR TILE. GROUT. ALL HOLES. 13.1 REPLACE (E) • PLAM @ : LAVATORY COUNTERS TO MATCH EXISTING. . . . _ REVIEWED FOR CODE COMPLIANGF APPROVEL I MAY 2:i CONSULTANT: stantec Stantec Architecture Inc. 12034 134th Court. NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: �r r � SAVERS - VALUE VILLAGE 11.400 S.E. 6th ST., . STE. 220. BELLEVUE, WA. 98004. TeL 425.462.1515 - Fax. 425.451.2250 ' . . www.savers.com .. 1 4/7/11 PE UT REWsiON DJW 3/10/11 PERK SUBMITTAL DJW DATE MOR DO NOT USE FOR COP191UiC1ION t�L588 4rIALED AND DATE> MCA DAM JOB NUMBER: 2007861010 DRAWING OREA'[EDt 03DU1 SEAL : TERM a r' ' urr�:r.. STATE OF WAS INSION DRAWING TITLE: FINISH SCHEDULE SHEET NO.: • • • KEY PRODUCT DESCRIPTION PRODUCT NUMBER COLOR NAME MATCH # OR SW # AREA USED FURNISHED BY REMARKS PT -1 PROGREEN 200 E/S B20W651 BM HC -28 SHELBORNE BUFF • 8260 -10075 MAIN WALLS, RETAIL AREA WALLS TO 11'6" OWNER 2 COATS MINIMUM. PT -2 PROGREEN 200 E /S' B20W653 BM AC -3 TEXAS LEATHER 8260 -10077 RETAIL AREA WALLS 11'6" TO ACT OWNER 2 COATS MINIMUM. PT -3 SHERCRYL HPA S/G B66W351 BM HC -28 SHELBORNE BUFF 8260 -10078 RETAIL AREA COLUMNS AND POWER POLES OWNER 2 COATS MINIMUM. PT -4 SHERCRYL HPA S/G 966T354 BM AC -3 TEXAS LEATHER 8260 -10076 INTERIOR TRIM, DOORS, AND JAMBS OWNER 2 COATS MINIMUM. PT -5 PROGREEN 200 S/G 831W651 PURE WHITE SW 7005 BATHROOM CEILINGS OWNER 2 COATS MINIMUM. PT -6 PROGREEN 200 E/S 820W651 PURE WHITE SW 7005 BACK ROOM WALLS OWNER 2 COATS MINIMUM. PT -7 PROGREEN 200 FLAT B30W651 PURE WHITE SW 7005 BACK ROOM AND SALES FLOOR GWB CEILINGS OWNER 2 COATS MINIMUM. PT -8 PROGREEN 200 S/G 831W651 EXTRA WHITE SW 7006 JANITOR ROOM WALLS AND CEILINGS OWNER 2 COATS MINIMUM. PT -9 SHERCRYL HPA GLOSS 866W311 BM 2134 -40 COOL GREY 8260 -10079 CDC EXTERIOR DOOR AND FRAME OWNER 2 COATS MINIMUM. PT -10 SHERCRYL HPA S/G B66W351 BM AC -4 YOSEMITE SAND 8260 -10090 EXTERIOR METAL / VARIOUS OWNER 2 COATS MINIMUM. PT -11 SHERCRYL HPA S/G 866T354 BM HC -67 CLINTON BROWN 8260 -10085 EXTERIOR METAL / VARIOUS OWNER 2 COATS MINIMUM. PT -12 WB ACRYLIC DRYFALL FLAT 842W1 PURE WHITE SW 7005 SALES FLOOR EXPOSED CEILING OWNER 2 COATS MINIMUM. PT -13 A100 EXTERIOR LATEX FLAT A61/V153 BM AC -3 TEXAS LEATHER 8260-10184 EXTERIOR — VARIOUS SUBSTRATES OWNER 2 COATS MINIMUM. PT -14 A100 EXTERIOR LATEX FLAT A6W151 BM HC -28 SHELBORNE BUFF 8260-10186 EXTERIOR — VARIOUS SUBSTRATES OWNER 2 COATS MINIMUM. PT -15 A100 EXTERIOR LATEX FLAT ASW151 BM 1074 ALPACA 8260 -10185 EXTERIOR — VARIOUS SUBSTRATES OWNER 2 COATS MINIMUM. PT -16 RESILIENCE EXTERIOR FLAT K42Y57 PANTONE 377 8260 -10217 CDC EXTERIOR GREEN — VARIOUS SUBSTRATES OWNER 2 COATS MINIMUM. ES-1 INTEGRAL STUCCO OR EIFS BM 1074 ALPACA OWNER COLOR TO MATCH PT -15 . ES -2 INTEGRAL STUCCO OR EIFS . BM HC -67 CLINTON BROWN OWNER COLOR TO MATCH PT. -11 . CENTRIA SUNDANCE AM OWNER EMP -1 156 BM HC -67 .CLINTON BROWN COATING TO MATCH PT -10 SHERWIN WILLIAMS EXTERIOR - CONCRETE . PAINT;. EPT -1 BM HC -28 SHELBORNE BUFF OWNER APPLY PER MFR RECOMMENDATIONS. SHERLASTIC, ELASTOMERIC . COATING TO MATCH PT -1 SHERWIN WILLIAMS EXTERIOR EPT -2 METAL PAINT; ALL SURFACE BM HC -67 CLINTON BR• • • OWNER APPLY PER M RECOMMEND : IONS. ENAMEL (LATEX) TO MATCH SHERWIN WILLIAMS EXTERIOR CONCRETE WAINSCOT /RAMP; SUBMIT SAMPLES TO CONSTRUCTION MANAGER FOR EPT -3 BM 1074 ALPACA SHERLASTIC, ELASTOMERIC APPROVAL. APPLY PER MFR RECOMMENDATIONS. COATING TO MATCH PT -15 SHERWIN WILLIAMS EXTERIOR' � EPT -4 CONCRETE WAINSCOT /RAMP; BM. AC -3 TEXAS LEATHER SUBMIT SAMPLES TO CONSTRUCTION MANAGER FOR SHERLASTIC, ELASTOMERIC APPROVAL. APPLY PER MFR RECOMMENDATIONS. COATING TO MATCH PT -13 7-- M--- Rte- 7 '-G ' G I�� i 2'x4' LAY —IN ACOUSTICAL ` ARMS 76�_' 2 —N ACT-1 TILE WITH ARMSTRONG E ACOUSTICAL TILE AS NOTED ON REFLECTED 15/16" GRID (OR EQUAL) CEILING PLAN. CLEAR CONCRETE SEALER. CC -1 LSHERWIN WILLIAMS LOXON g10T00007 CLEAR 7% SILOXANE WATER REPELLANT CC -2 CORMAXX POLISHED OWNER CONCRETE SAND FINISH CPT -1 CARPET FRP- -1 FIBERGLASS REINFORCED WHITE PANEL . PLY -1 1/2" CDX PLYWOOD - WAINSCOT T0.4' -0" AFF . . . HEAT WELD SEAMS.. SELF —COVE UP WALL A SV -1 ANTHRACITE SHEET .VINYL 88700 BLACK. . . MINIMUM.. O 4' .. F. ARMSTRONG STANDARD'. TO BE INSTALLED WITH HENRY'S 430 OR 130 VCT ='1 E•XCELON IMPERIAL TEXTURE, .51809 DESERT BEIGE MERCANTILE, HALLWAY OWNER ADHESIVE (NO SUBSTITUTIONS) 1.2" VCT ARMSTRONG STANDARD . . TO BE INSTALLED WITH.. HENRY'S 430 OR 130 VCT -2 EXCELON IMPERIAL TEXTURE, .. 51804 EARTHSTONE GREIGE • MERCANTILE, BREAKROOM, OFFICES, OWNER ADHESIVE (N0. SUBSTITUTIONS). 1.2" VCT . ARMSTRONG STANDARD . TO .BE.' INSTALLED WITH HENRY'S 430 OR 130 VCT -3 EXCELON IMPERIAL TEXTURE, 51800 • BUTTERCREAM YELLOW MERCANTILE OWNER ADHESIVE '(NO SUBSTITUTIONS) 12" VCT WB -1 ARMSTRONG 4 INCH 61 GRAPHITE GRAY .. OWNER PROVIDE BASE AT ALL AREAS RECEIVING NEW . . FLOOR FINISH WB -2 ARMSTRONG 4 INCH RUBBER BLACK OWNER PROVIDE BASE AT ALL AREAS RECEIVING NEW FLOOR FINISH Colum�is:to :be PP3 :full::: height :or to bottom of ACT:: Clean suppiy:and return;`air.:::: •Clean:ceiling tiles; Repiape all rubbercove base yr /Armstrong 4." rubber base #61 Graphite Gray;' PRODUCTION: RO WALLS CEILING REMARKS ROOM # ROOM NAME FLOOR WALL BASE FINISH MATERIAL FINISH MATERIAL. . NORTH I SOUTH' EAST I WEST . . . 101, MERCANTILE CC -2 (E) CONCRETE . W81 GWB SEE REMARKS EXPOSED NONE 1,4,8 ' . . 102 MERCANTILE PRODUCTION .CC -1 (E) CONCRETE NONE GWB PLY -1, PT -6 . EXPOSED NONE 5,6,9,10,11 . 103 RECEIVING CC-1 (E) CONCRETE ...NONE - GWB PLY -1, PT -6 EXPOSED . .,.NONE 5,6,9,10,11 . 104. CDC CC-1 (E). CONCRETE. NONE... GWB PLY -1, PT -6 ACT ACT -1 . 10 .. .. . 105 HALLWAY CC -2 (E) CONCRETE. . 1NB1 GWB PT -1 GWB' PT -1 106 EXIT VESTIBULE CC -2 (E) CONCRETE. . WB1 GWB SEE REMARKS ACT ACT-1 7 .. . 107, ENTRY VESTIBULE CC -2 (E) CONCRETE WB1 . GWB SEE REMARKS ACT ACT -1. . 7 . 111 MANAGER'S OFFICE . CC -2 (E) CONCRETE . WB -1 GWB PT -1 . GWB PT -7 . 112 JUMP .START OFFICE . CC -2 (E) CONCRETE WB -1 GWB PT -1 .. ACT ACT -1 . 121 BREAK ROOM CC -2 (E) CONCRETE WB -1 . GWB FRP -1, PT -1 ACT ACT -1 3 122 WOMEN'S ROOM (E) TILE (E) TILE WR GWB (E) TILE ACT (E) GRID ACT -1 12,13 . 123 MEN'S ROOM (E) TILE (E) TILE WR GWB (E) TILE ACT (E) GRID ACT -1 12,13 . 124 JANITOR'S ROOM CC -1 (E) CONCRETE WB -1 WR GWB FRP -1, PT -6 EXPOSED NONE . 1 i. 131 ELECTRICAL ROOM CC -1 (E) CONCRETE NONE EXISTING EXISTING EXPOSED NONE 132 STAIRWELL HALLWAY CC -1 (E) CONCRETE NONE GWB PT -6 EXPOSED . NONE 11 . : I 201 MEZZANINE EXISTING NONE EXISTING EXISTING EXPOSED NONE 202 MERCHANDISING OFFICE EXISTING NONE GWB PT -1 EXPOSED NONE 203 MERCHANDISING CLOSET EXISTING NONE GWB PT -1 EXPOSED NONE FINISH NOTES: 1.i METAL COLUMNS IN RETAIL SPACE TO BE PAINTED FULL HEIGHT; WRAP COLUMNS IN STAINLESS STEEL (SOME SS WRAPS ARE EXISTING) TO MATCH EXISTING HEIGHT. 2. PROVIDE FULL HEIGHT FRP. 3.1PROVIDE FRP TO A HEIGHT OF 4' —O" AFF; PAINT WALL ABOVE FRP AS INDICATED. 4.I FITTING ROOM PARTITIONS ARE PRE — FINISHED. . 5. SEAL CMU PRIOR TO PAINTING. 6.1 RECEIVING AND MERCANTILE PRODUCTION CONCRETE SEALED, GROUND AND PATCHED TO BE ABLE TO WITHSTAND LOADS FROM FORKLIFT TRAFFIC. 7. WALL ABOVE GLAZING SHALL BE GWB TO A HEIGHT OF 14' -6 ". .8. REFER TO 'PAINT ELEVATION DIAGRAMS' BELOW. BASED ON CEILING HEIGHT AND TYPE, PAINT MERCANTILE SPACE PER ELEVATIONS OR 'C'. PAINT BACK ROOM SPACES PER —10. 9.1 PAINT TO MATCH (E) FINISH. . .IINSTALL PLYWOOD WAINSCOT TO 4' —O" ON ALL WALLS. PLYWOOD NOT REQUIRED ON CMU WALLS. 1 1.� PAINT ALL . HANDRAILS AND STAIRS. . 12.; PATCH. AND REPAIR ALL WALL AND FLOOR TILE. GROUT. ALL HOLES. 13.1 REPLACE (E) • PLAM @ : LAVATORY COUNTERS TO MATCH EXISTING. . . . _ REVIEWED FOR CODE COMPLIANGF APPROVEL I MAY 2:i CONSULTANT: stantec Stantec Architecture Inc. 12034 134th Court. NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: �r r � SAVERS - VALUE VILLAGE 11.400 S.E. 6th ST., . STE. 220. BELLEVUE, WA. 98004. TeL 425.462.1515 - Fax. 425.451.2250 ' . . www.savers.com .. A 1 4/7/11 PE UT REWsiON DJW 3/10/11 PERK SUBMITTAL DJW DATE MOR DO NOT USE FOR COP191UiC1ION t�L588 4rIALED AND DATE> MCA DAM JOB NUMBER: 2007861010 DRAWING OREA'[EDt 03DU1 SEAL : TERM a r' ' urr�:r.. STATE OF WAS INSION DRAWING TITLE: FINISH SCHEDULE SHEET NO.: DOOR AND STOREFRONT SCHEDULE STOREFRONT TYPES GENERAL NOTES DOOR DOOR # SIZE MATERIAL TYPE FINISH RATING FRAME MATERIAL HARDWARE SET # KEY SIDE DETAIL REFERENCE REMARKS 101 (E) 3'- 0 "X7' -0" HM B PT HM 1 3,5,6, PAINT TO MATCH EXTERIOR 1 02A (E) 3'- 0 "X7' -0" HM B PT HM 1 3,5,6, PAINT TO MATCH EXTERIOR 1 02B PR 3'- 0 "X7' -0" M FR C MFR HM MFR 4 1 02C PR 3'- 0 "X7' -0" MFR C MFR HM MFR 4 1 02D PR 3'- 0 "X7' -0" MFR C MFR HM MFR 4 1 03A GC TO VIF COMMERCIAL GRADE STRIP CURTAIN 1 03B (E) 7'- 6 "X8' -3" HM D MFR HM 8 6 1 03C (E) 7'- 6 "X8' -3" HM D MFR HM 8 1,6,12 103D 8'- 0 "X8' -0" HM D MFR HM 8 12 1 03E (E) 3'- 8 "X7' -0" 104 PR 3'- 0 "X7' -0" ALUM S —A MFR ALUM 1 4 105 (E) 3'- 0 "X7' -0" HM B PT HM 1 3,5,6, PAINT TO MATCH EXTERIOR 1 06A (E) AUTOMATIC ALUM S —A MFR ALUM 3,5,6,14 1 06B (E) AUTOMATIC ALUM S —A MFR ALUM 7 3,5,6 107 (E) AUTOMATIC ALUM S —A MFR ALUM 7 3,5,6 111 3'- 0 "X7' -0" HM A PT -4 HM 3 3 2 112 3'- 0 "X7' -0" HM A PT -4 HM 3 3 2 121 3'- 0 "X7' -0" HM A PT -4 HM 6 3 2 122 (E) 3'- 0 "X7' -0" HM B PT -4 HM 6 3,5,6 123 (E) 3'- 0 "X7' -0" HM B PT -4 HM 6 3,5,6 1 24 (E) 3'- 0 "X7' -0" HM B PT -4 HM 3 3,5,6 131 (E) 3'- 0 "X7' -0" HM B PT -4 HM 3 3,5,6 201 3'- 0 "X4' -0" HM SEE REMARKS HM 15 202 3'- 0 "X7' -0" HM B PT -4 HM 3 3 2 203 3'- 0 "X7' -0" HM B PT -4 HM 3 3 2 DOOR NOTES: .:INSTALL NEW DOCK LEVELER ON BAIL TRAILER DOCK AND NON —LOCAL DOCK ONLY. .:ALL NEW HM DOORS TO HAVE WELDED HM FRAMES WITH BACKING FOR CLOSURES. 3.1ALL RELOCATED AND EXISTING DOORS TO BE REFINISHED AS NECESSARY AND REQUIRED TO LOOK LIKE NEW APPEARANCE. 4. IDOOR AND HARDWARE ARE FOIC; FRAME IS FCIC. 5.`VERIFY CONDITION OF EXISTING DOOR AND FRAME AND REPAIR AS NEEDED. 6.. EXISTING. 7.1INCLUDE APPROVED SURFACE VERTICAL ROD ON ONE LEAF OF DOUBLE —DOOR AS PART OF DOOR HARDWARE. 8.CONTRACTOR IS RESPONSIBLE TO PROVIDE HEADER SIZING AND CONFIGURATION. 9. <CONTRACTOR TO PROVIDE AN ALLOWANCE OF $7500.00 FOR SERVICE WORK ON EXISTING AUTOMATIC DOORS. 10..INSTALL PER MFR SPECIFICATIONS. 1 1 . PROVIDED BY OTHERS. 12., INSTALL NEW DOCK SEALS AND BUMPERS. 13. PROVIDE PEEPHOLE FOR EXTERIOR TYPE B DOOR(S) AT CDC, WHEN APPLICABLE. ............ 14.1 BLANK EXISTING CYLINDERS 1 5. 1 RAILING SWING GATE. PAINT TO MATCH (E) RAILING OR SAFETY YELLOW. CO w 6' -0" VERIFY IN FIELD Y IN FIELD 3' -8" v . � r TENANT: SAVERS 11400 } - VALUE VILLAGE S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com T. T. ' \ e \/ TT. 1 TYPE S -A: ALUMINUM STOREFRONT WITH DOOR T. = TEMPERED SAFETY GLASS DOOR AND GLAZING U VALUES SHALL NOT EXCEED 0.60 (DOORS) AND 0.90 (VERTICAL GLAZING). VALUES SHALL BE NFRC CERTIFIED. 2. DOOR FRAME TO BE PAINTED TO MATCH DOOR COLOR, UNO. OUTSIDE OF EXTERIOR DOORS TO BE PAINTED TO MATCH ADJACENT WALL COLOR WITH A GLOSS FINISH. ALL OTHER DOORS AND JAMBS, INCLUDING INTERIOR FACES OF EXTERIOR DOORS, TO BE PAINTED PT -4, UNO. SEE FINISH SCHEDULE FOR FINISH DESIGNATIONS. 3. METAL DOORS AND FRAMES TO BE 16 GAUGE WITH WELDED SEAMS. HARDWARE NOTES DOOR TYPES SCALE: 1/2"=1'-0" N 6 "1' -0" T. / TYPE A: HM DOOR w/ WINDOW PANEL IN DOOR HM FRAME NOTE: OFFICE DOOR WINDOW TO BE ONE —WAY GLASS (DIRECTED SO VIEWER CAN SEE OUT). T. = TEMPERED SAFETY GLASS VARIES / TYPE B: HM DOOR IN HM FRAME; PROVIDE INSULATED CORE AT EXTERIOR DOORS PEEPHOLE, WHERE APPLICABLE (EXTERIOR DOORS ONLY). 6' -0" PEEPHOLE, WHERE APPLICABLE (EXTERIOR DOORS ONLY). \/ TYPE C: ELIASON DOOR DOOR AND HARDWARE IS FOIC; FRAME 15 FCIC. VARIES / 0 i- PROVIDE SURFACE VERTICAL ROD ON ONE LEAF OF DOUBLE —DOOR TYPE F: HM DOUBLE —DOOR IN HM FRAME; PROVIDE INSULATED CORE AT EXTERIOR DOORS c VARIES TYPE D: INSULATED ROLL —UP DOOR 6' -0" TYPE G: CHASE AIR GUARD FLEXIBLE DOOR W/ TYPE 50 STANDARD PVC WINDOWS CODE FOR e ODE COMPLIANG APPROVED MAY 232011 City of Tukwila BUILDING DIVISION 1 ALL DOOR HARDWARE SHALL BE ABLE TO RECEIVE 7 -PIN BEST CORES. INSTALL WITH CONSTRUCTION CORE. TENANT WILL REKEY UPON POSSESSION. ALTERNATE LOCK SETS AREA ACCEPTABLE ONLY IF THEY WILL RECEIVE BEST 7 -PIN CORES, CYLINDRICAL LOCK SETS ARE ACCEPTABLE. 2. ALL FINISH HARDWARE SHALL COMPLY WITH ADA AND LOCAL JURISDICTIONAL REQUIREMENTS. 3. PROVIDE CLOSERS AT ALL RATED DOORS. 4. DOORS AND OPERABLE GLAZING SEPARATING CONDITIONED FROM UNCONDITIONED SPACE SHALL BE WEATHER- STRIPPED. 5. PROVIDE SILENCERS AND WALL STOPS /OVERHEAD STOPS AT ALL DOORS. 6. (N) CYLINDERS AT EXISTING STOREFRONT DOORS. 7. ALL EXTERIOR EXIT DOORS TO BE ALARMED WITH THE EXCEPTION OF THE MAIN ENTRY. HARDWARE SETS DOOR DETAILS EXISTING WALL STRUCTURE THREADED ROD IN EPDXY PER STRUC. 3/8" BENT PLATE BACKER ROD & SEALANT GALV. MTL. STRIP FLASHINGTO MATCH DOOR FRAME, TYP. GROUT FRAME AT CMU INSULATED STEEL DOOR, PAINTED STEEL FRAME, PAINTED EXTERIOR " .::s". 1 31�R R R INE Mri_11LJER RCM WI Min Wiwimine . :ROM mum HEAD INTERIOR STEEL CHANNEL PER STRUCTURAL DRAWINGS IF REQUIRED STEEL PLATE PER STRUCTURAL DRAWINGS IF REQUIRED TYPICAL HEAD /JAMB @ HOLLOW METAL DOOR SCALE: 3 " =1' -0" HM FRAME BEYOND CMU WALL BEYOND DOOR AS SCHEDULED DOOR BOTTOM RAIN DRIP EXISTING CONCRETE SIDEWALK WHERE APPLICABLE EXISTING CONCRETE FOUNDATION EXTERIOR INTERIOR METAL THRESHOLD SET IN FULL BED OF MASTIC I ijnI 7• D •d'. • V . •a. TYPICAL SILL @ HOLLOW METAL DOOR SCALE: 3 " =1'-O" 1/2" 1 CIYYRNEILA MAR 17.2011 PERMIT CENTER PARTITION AS SCHEDULED GWB BOTH SIDES DOUBLE 3 -5/8" MTL. STUD, TYP. PAINTED HM FRAME DOOR AS SCHEDULED DETAIL @ HM JAMB/HEAD, SIN SCALE: 3 " =1' -0" 1 HARDWARE ........... EXIT HARDWARE: PANIC DEVICE w/ DETEX EA500 EXIT ALARM w/ RIM CYLINDER TO HOLD 7 PIN BEST CORES (REUSE OF EXISTING ALARMED HARDWARE IS ACCEPTABLE IF IT IS RECONFIGURED TO RECEIVE BEST 7 CLOSER: SARGENT 1331 JO EN THRESHOLD: ALUMINUM WEATHER STRIPPING HINGES: 1 1/2 PR NRP — BRUSHED KICK PLATE PIN CORES) NOTE: NO EXTERIOR HARDWARE, CYLINDERS OR HANDLES ON EXTERIOR OF DOOR (EXIT ONLY). EXIT HARDWARE: PANIC DEVICE w/ CYLINDER TO HOLD 7 PIN BEST CORE DOOR HOLD OPEN: HEAVY DUTY DROP DOWN DOOR HOLDER. PEEPHOLE: 5' —O" A.F.F. TRIMCO #976U 180° ( ORDER DOOR w/ 3 "x20" WINDOW WITH RATED GLASS) CLOSER: SARGANT 1331 JH THRESHOLD: ALUMINUM WEATHER STRIPPING HINGES: 3 PR NRP — BRUSHED CHROME WELDED ASTAGAL FLUSH BOLTS 3 HINGES: 1 1/2 PR NRP HINGES — BRUSHED CHROME ....:..::.:......... .....:..::....:.::.:........ ......:..::.:. .:.:.:......::.:::..: CLOSER: SARGENT 1331 JO EN LOCKSET: BEST MORTISE LOCK- 93K7D140 -626 ......:::::. DOOR STOP KICK PLATE HINGES: 1 1/2 PR BRUSHED CHROME CLOSER SARGENT 1331 JO EN LOCKSET: BEST EZ KEYPAD 35HZ7EV3KP -626 DOOR STOP KICK PLATE .::::::::..:.:.:.:.:.:.:.........:.:.:.:.........:.....:.....:.:...:.:...........:...:.:.:...........:.........:........ .:............................. HINGES:1 1/2 PR HINGES — BRUSHED CHROME CLOSER: SARGENT 1331 JO EN LOCKSET: BEST MORTISE LOCK — 45H7L3H -626 ::..::.:: :::::::::::::::................ DOOR STOP KICK PLATE HINGES: 1 1/2 PR BRUSHED CHROME (REUSE EXISTING WHERE POSSIBLE) 7 PUSH /PULL CLOSER SARGENT 1331 JO EN DOOR STOP KICK PLATE PROVIDE NEW RIM CYLINDER THAT IS ABLE TO RECEIVE 7-PIN BEST CORE. WEATHER STRIPPING 7A. CLOSER: SARGENT 1331 JO EN 8 9 INSTALL DOOR AND MANUFACTURER PROVIDED HARDWARE PER MANUFACTURER'S REQUIREMENTS. PROVIDE AND INSTALL DOCK SEAL. DOOR HOLD OPEN: HEAVY DUTY DROP DOWN DOOR HOLDER CLOSER: SARGANT 1331 JH THRESHOLD: ALUMINUM WEATHER STRIPPING HINGES: 3 PR NRP — BRUSHED CHROME WELDED ASTAGAL FLUSH BOLTS EXIT HARDWARE: PANIC DEVICE w/ DETEX EA500 EXIT ALARM w/ RIM CYLINDER TO HOLD 7 PIN BEST CORES (REUSE OF EXISTING ALARMED HARDWARE IS ACCEPTABLE IF IT IS RECONFIGURED TO RECEIVE BEST 7 PIN CORES) 011 CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 � r TENANT: SAVERS 11400 } - VALUE VILLAGE S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com ' \ e \/ / 1 TYPE G: CHASE AIR GUARD FLEXIBLE DOOR W/ TYPE 50 STANDARD PVC WINDOWS CODE FOR e ODE COMPLIANG APPROVED MAY 232011 City of Tukwila BUILDING DIVISION 1 ALL DOOR HARDWARE SHALL BE ABLE TO RECEIVE 7 -PIN BEST CORES. INSTALL WITH CONSTRUCTION CORE. TENANT WILL REKEY UPON POSSESSION. ALTERNATE LOCK SETS AREA ACCEPTABLE ONLY IF THEY WILL RECEIVE BEST 7 -PIN CORES, CYLINDRICAL LOCK SETS ARE ACCEPTABLE. 2. ALL FINISH HARDWARE SHALL COMPLY WITH ADA AND LOCAL JURISDICTIONAL REQUIREMENTS. 3. PROVIDE CLOSERS AT ALL RATED DOORS. 4. DOORS AND OPERABLE GLAZING SEPARATING CONDITIONED FROM UNCONDITIONED SPACE SHALL BE WEATHER- STRIPPED. 5. PROVIDE SILENCERS AND WALL STOPS /OVERHEAD STOPS AT ALL DOORS. 6. (N) CYLINDERS AT EXISTING STOREFRONT DOORS. 7. ALL EXTERIOR EXIT DOORS TO BE ALARMED WITH THE EXCEPTION OF THE MAIN ENTRY. HARDWARE SETS DOOR DETAILS EXISTING WALL STRUCTURE THREADED ROD IN EPDXY PER STRUC. 3/8" BENT PLATE BACKER ROD & SEALANT GALV. MTL. STRIP FLASHINGTO MATCH DOOR FRAME, TYP. GROUT FRAME AT CMU INSULATED STEEL DOOR, PAINTED STEEL FRAME, PAINTED EXTERIOR " .::s". 1 31�R R R INE Mri_11LJER RCM WI Min Wiwimine . :ROM mum HEAD INTERIOR STEEL CHANNEL PER STRUCTURAL DRAWINGS IF REQUIRED STEEL PLATE PER STRUCTURAL DRAWINGS IF REQUIRED TYPICAL HEAD /JAMB @ HOLLOW METAL DOOR SCALE: 3 " =1' -0" HM FRAME BEYOND CMU WALL BEYOND DOOR AS SCHEDULED DOOR BOTTOM RAIN DRIP EXISTING CONCRETE SIDEWALK WHERE APPLICABLE EXISTING CONCRETE FOUNDATION EXTERIOR INTERIOR METAL THRESHOLD SET IN FULL BED OF MASTIC I ijnI 7• D •d'. • V . •a. TYPICAL SILL @ HOLLOW METAL DOOR SCALE: 3 " =1'-O" 1/2" 1 CIYYRNEILA MAR 17.2011 PERMIT CENTER PARTITION AS SCHEDULED GWB BOTH SIDES DOUBLE 3 -5/8" MTL. STUD, TYP. PAINTED HM FRAME DOOR AS SCHEDULED DETAIL @ HM JAMB/HEAD, SIN SCALE: 3 " =1' -0" 1 HARDWARE ........... EXIT HARDWARE: PANIC DEVICE w/ DETEX EA500 EXIT ALARM w/ RIM CYLINDER TO HOLD 7 PIN BEST CORES (REUSE OF EXISTING ALARMED HARDWARE IS ACCEPTABLE IF IT IS RECONFIGURED TO RECEIVE BEST 7 CLOSER: SARGENT 1331 JO EN THRESHOLD: ALUMINUM WEATHER STRIPPING HINGES: 1 1/2 PR NRP — BRUSHED KICK PLATE PIN CORES) NOTE: NO EXTERIOR HARDWARE, CYLINDERS OR HANDLES ON EXTERIOR OF DOOR (EXIT ONLY). EXIT HARDWARE: PANIC DEVICE w/ CYLINDER TO HOLD 7 PIN BEST CORE DOOR HOLD OPEN: HEAVY DUTY DROP DOWN DOOR HOLDER. PEEPHOLE: 5' —O" A.F.F. TRIMCO #976U 180° ( ORDER DOOR w/ 3 "x20" WINDOW WITH RATED GLASS) CLOSER: SARGANT 1331 JH THRESHOLD: ALUMINUM WEATHER STRIPPING HINGES: 3 PR NRP — BRUSHED CHROME WELDED ASTAGAL FLUSH BOLTS 3 HINGES: 1 1/2 PR NRP HINGES — BRUSHED CHROME ....:..::.:......... .....:..::....:.::.:........ ......:..::.:. .:.:.:......::.:::..: CLOSER: SARGENT 1331 JO EN LOCKSET: BEST MORTISE LOCK- 93K7D140 -626 ......:::::. DOOR STOP KICK PLATE HINGES: 1 1/2 PR BRUSHED CHROME CLOSER SARGENT 1331 JO EN LOCKSET: BEST EZ KEYPAD 35HZ7EV3KP -626 DOOR STOP KICK PLATE .::::::::..:.:.:.:.:.:.:.........:.:.:.:.........:.....:.....:.:...:.:...........:...:.:.:...........:.........:........ .:............................. HINGES:1 1/2 PR HINGES — BRUSHED CHROME CLOSER: SARGENT 1331 JO EN LOCKSET: BEST MORTISE LOCK — 45H7L3H -626 ::..::.:: :::::::::::::::................ DOOR STOP KICK PLATE HINGES: 1 1/2 PR BRUSHED CHROME (REUSE EXISTING WHERE POSSIBLE) 7 PUSH /PULL CLOSER SARGENT 1331 JO EN DOOR STOP KICK PLATE PROVIDE NEW RIM CYLINDER THAT IS ABLE TO RECEIVE 7-PIN BEST CORE. WEATHER STRIPPING 7A. CLOSER: SARGENT 1331 JO EN 8 9 INSTALL DOOR AND MANUFACTURER PROVIDED HARDWARE PER MANUFACTURER'S REQUIREMENTS. PROVIDE AND INSTALL DOCK SEAL. DOOR HOLD OPEN: HEAVY DUTY DROP DOWN DOOR HOLDER CLOSER: SARGANT 1331 JH THRESHOLD: ALUMINUM WEATHER STRIPPING HINGES: 3 PR NRP — BRUSHED CHROME WELDED ASTAGAL FLUSH BOLTS EXIT HARDWARE: PANIC DEVICE w/ DETEX EA500 EXIT ALARM w/ RIM CYLINDER TO HOLD 7 PIN BEST CORES (REUSE OF EXISTING ALARMED HARDWARE IS ACCEPTABLE IF IT IS RECONFIGURED TO RECEIVE BEST 7 PIN CORES) 011 CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS 11400 } - VALUE VILLAGE S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com 1 9%I6/1 PERK 8UBrfiTAL DX DATE REVISION13/11-83TONE8 MGR DO NOT USE FOR CONBTR1ICi1ON t!LE138 NT1AL® AND DATED; MOP GATE JOB NUMBER 2007861010 DRAWNO CREATED 03.01.11 SEAL DRAWING TITLE: DOOR SCHEDULE SHEET NO.: A5.2 STRUCTURAL NOTES GENERAL REQUIREMENTS & DESIGN CRITERIA BUILDING CODE & REFERENCE STANDARDS: THE "INTERNATIONAL BUILDING CODE ", 2009 EDITION, AS ADOPTED AND MODIFIED BY THE CITY OF TUKWILA, GOVERNS THE DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED BELOW. THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS SHALL BE USED. DEFINITIONS: THE FOLLOWING DEFINITIONS APPLY TO THESE GENERAL NOTES: — "STRUCTURAL ENGINEER OF RECORD" (SER). ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING, BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON— BEARING WALLS, STAIRS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS. CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND WSHA. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THESE GENERAL NOTES, THE CONTRACT DRAWINGS AND SPECIFICATIONS, AND /OR REFERENCE STANDARDS, THE ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO FABRICATION AND /OR CONSTRUCTION. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. ALL UNDERGROUND UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING. CONSTRUCTION LOADS: LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS OR THE CAPACITY OF THE PARTIALLY COMPLETED CONSTRUCTION. ROOF SNOW LOAD, PF = 25 PSF ROOF (SNOW) 25 PSF SNOW LOAD: LIVE LOADS: INSPECTIONS: ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SEC 110. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ENGINEER FOR REVIEW. STATEMENT OF SPECIAL INSPECTIONS: REFERENCE PLANS FOR THE STATEMENT OF SPECIAL INSPECTIONS FOR THIS PROJECT CONTAINING ALL INSPECTION, SPECIAL INSPECTION, AND STRUCTURAL OBSERVATION REQUIREMENTS PER IBC CHAPTER 17. SPECIAL INSPECTIONS: IN ADDITION TO THE INSPECTIONS REQUIRED BY IBC SEC 110, SPECIAL INSPECTORS SHALL, IN ACCORDANCE WITH IBC SEC 1704, PERFORM THE FOLLOWING: SPECIAL CASES — CONTINUOUS INSPECTION DURING GROUTING OF ADHESIVE ANCHORS AND REINFORCING BARS. STRUCTURAL STEEL DESIGN STANDARDS: STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, THIRTEENTH EDITION. REFERENCE STANDARDS: CONFORM TO: (1) AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES." (3) RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." (4) AWS D1.1 "STRUCTURAL WELDING CODE — STEEL." (5) AISC 341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS." (6) ASCE 3 "STANDARD FOR THE STRUCTURAL DESIGN OF COMPOSITE SLABS." MATERIALS: OTHER STRUCTURAL SHAPES BARS Sc PLATES HSS STRUCTURAL TUBING BOLTS NUTS WASHERS (FLAT OR BEVELED) WELDING ELECTRODES ADHESIVE ANCHORS CONCRETE SCREWS. ASTM A36, FY = 36 KSI ASTM A36, FY = 36 KSI ASTM A500, GRADE B, FY = 46 KSI ASTM A307 ASTM A563 OR ASTM A194, GRADE 2H ASTM F436 E70XX HILTI HIT —RE 500 —SD MAX OR SIMPSON SET —XP SIMPSON TITEN HD WELDING: CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS AND WABO REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. ANCHORS: — EXPANSION OR ADHESIVE ANCHORS: EXPANSION AND ADHESIVE ANCHORS SHALL BE AS SPECIFIED OR SER APPROVED EQUAL WITH CURRENT ICC REPORT. INSTALL ANCHORS IN STRICT ACCORDANCE TO ICC REPORT AND MANUFACTURERS INSTRUCTIONS. SHOP PAINTING: CONFORM TO AISC 360, AISC SPECIFICATION SEC M3, AND AISC CODE SEC 6.5. DO NOT PAINT STEEL TO BE EMBEDDED IN CONCRETE, FIREPROOFED, OR CONCEALED BY THE INTERIOR BUILDING FINISH. DO NOT PAINT SURFACES TO BE FIELD WELDED OR WHERE SLIP — CRITICAL BOLTS ARE SPECIFIED. ALL OTHER INTERIOR STEEL SHALL BE PAINTED WITH ONE COAT OF GREY SHOP PRIMER. ALL EXPOSED EXTERIOR STEEL SHALL BE PAINTED WITH AN EXTERIOR MULTI —COAT SYSTEM AS PER THE ARCHITECT OR PROJECT SPECIFICATIONS. FIELD TOUCH —UP PAINTING SHALL BE WITH PRIMER FOR EXPOSED INTERIOR SURFACES AND AS PER THE ARCHITECT OR PROJECT SPECIFICATIONS FOR EXPOSED EXTERIOR SURFACES. GALVANIZING: ALL EXPOSED STEEL OUTSIDE THE BUILDING ENVELOPE SHALL BE HOT— DIPPED GALVANIZED. APPLY FIELD TOUCH —UPS PER SPECIFICATIONS. WOOD FRAMING REFERENCE STANDARDS: CONFORM TO: (1) IBC CHAPTER 23 "WOOD ", (2) NDS AND NDS SUPPLEMENT — "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ", (3) BCSI 2008 `BUILDING COMPONENT SAFETY INFORMATION" IDENTIFICATION: ALL SAWN LUMBER AND PRE — MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. MATERIALS: — SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB OR NLGA. FINGER JOINTED STUDS ACCEPTABLE AT INTERIOR WALLS ONLY. MEMBER USE SIZE SPECIES GRADE JOISTS 2d6 — 2d12 HEM —FIR NO. 2 — GLUED LAMINATED TIMBER: CONFORM TO AITC 117 "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUE — LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING AND DESIGN" AND ANSI /AITC A190.1 "STRUCTURAL GLUED LAMINATED TIMBER." CAMBER ALL GLUED LAMINATED MEMBERS BEAMS TO 2000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. MEMBER USE SIZES SPECIES STRESS CLASS USES BEAMS ALL DF /DF 24F -1.8E SIMPLE SPANS. — WOOD STRUCTURAL SHEATHING (PLYWOOD): WOOD APA —RATED STRUCTURAL SHEATHING. CONFORM TO PRODUCT STANDARDS PS -1 -95 AND PS -2 -92 OF THE U.S. DEPT. OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). MINIMUM APA RATING LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE ROOF 15/32" 32/16 C —D 1 — JOIST HANGERS AND CONNECTORS: SHALL BE "STRONG TIE" BY SIMPSON COMPANY OR USP EQUIVALENT AS SPECIFIED IN THEIR LATEST CATALOGS. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES AND ARE REVIEWED AND APPROVED BY THE SER PRIOR TO ORDERING. CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE 1/2 OF THE NAILS OR BOLTS IN EACH MEMBER. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE FULL LENGTH COMMON. NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE. — NAILS AND STAPLES: CONFORM TO IBC SEC 2303.6 "NAILS AND STAPLES." UNLESS NOTED ON PLANS, NAIL PER IBC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2 -1/2" 0.131" 10d 3" 0.148" 12d (16d SINKER) 3-1/4" 0.148" 16d 3-1/2" 0.162" NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1 "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF /FLOOR DIAPHRAGMS /SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. STANDARD LIGHT —FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC SEC 2308 "CONVENTIONAL LIGHT —FRAME CONSTRUCTION" AND IBC SEC 2304 "GENERAL CONSTRUCTION REQUIREMENTS." ROOF FRAMING: UNLESS OTHERWISE NOTED, PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. UNO, MULTI — JOISTS /RAFTERS SHALL BE STITCH - NAILED TOGETHER WITH (2)10D @ 12 "OC. PROVIDE ROOF SHEATHING EDGE CLIPS CENTERED BETWEEN FRAMING AT UNBLOCKED PLYWOOD EDGES. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ROOF SHEATHING. MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% EXCEPT FOR THE PRESSURE - TREATED WOOD SILL PLATE. PRESERVATIVE TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" UNDER CERTAIN CONDITIONS IN ACCORDANCE WITH IBC SEC 2304.11 "PROTECTION AGAINST DECAY AND TERMITES ". CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD— PRESERVERS ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. METAL CONNECTORS /PT WOOD: DEI RECOMMENDS THAT ALL METAL HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER BE STAINLESS STEEL TYPE 316L. AT THE OWNER'S RISK AND DISCRETION, HOT— DIPPED GALVANIZED METAL HARDWARE AND FASTENERS MAY BE INVESTIGATED FOR USE IN LIEU OF STAINLESS STEEL PROVIDED THAT THE FINISH HAS A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ /SF AND ITS USE IS COORDINATED BY THE CONTRACTOR AND WOOD SUPPLIER FOR THE EXPECTED ENVIRONMENT AND MOISTURE EXPOSURE FOR APPROPRIATE USE BASED ON THE METHOD OF PRESERVATIVE TREATMENT OF THE WOOD. SHEATHING PER PLAN JOIST PER PLAN SLOPE EDGE NAILING PER PLAN PER ARCH (MIN 8d @ 6 "OC) NOTCH RAFTER @ BEAM IF REQ'D T /ROOF FASCIA PER ARCH KNOCK HOLE & GROUT SOLID HEAVY COAT EPDXY @ TOP OF ANGLE SUPPORT FOR FULL BEARING W/ CMU CONT 2x BLOCKING ABV BEAM H1 CLIP EA RAFTER BEAM PER PLAN NOTE: WATERPROOFING BY OTHERS. TYPICAL BEAM TO ROOF JOIST SCALE:1" = 1' -0" CMU = AB— EDGE NAILING PER PLAN (MIN 8d @ 6 "OC) SHEATHING PER PLAN SLOPE PER ARCH ROOF JOIST PER PLAN HANGER PER PLAN (N) P.T. 4x10 LEDGER W/ 5/8 "0 SIMPSON TITEN HD SCREW @ 24 "OC, EMBED 41/2" MIN INTO (E) FULLY GROUTED CMU CELLS (E) CMU WALL (VERIFY FULLY GROUTED) NEW LEDGER AT EXISTING CMU WALL SCALE:1" = 1' -0" SHEATHING & NAILING PER PLAN ROOF JOIST PER PLAN- T/SHEATHING COL C-2) TYPICAL ANGLE TO CMU WALL AT NEW OPENING BLDG INTERIOR EXTERIOR (E) CMU WALL & REINF 5/8 "0x6" TITEN HD @ EA CELL ALONG OPENING & IN CELL BEYOND OPENING @ EA SIDE 1r T /(N) OPENING L8x4x1/2 CONTINUOUS ALONG OPENING EXTEND 8" BEYOND EDGE OF OPENING (REF 4/S -1) (E) CMU REMOVED @ OPENING TALL ANGLE SUPPORT PRIOR TO REMOVING CMU AT PROPOSED WALL OPENING. I 1/4 V BEAM PER PLAN ADD 3/8" PLY SHIM TO INTERIOR FACE SIMPSON "LCC3.5 -3.5" COLUMN CAP PIPE COLUMN PER PLAN (31/2"0 O.D.) TYPICAL BEAM SADDLE AT MID -SPAN SCALE:1" = 1' -0" Y2" MIN 1Y2" TYP 1/4 LOADING DOCK SLAB EDGE PER ARCH GROUT FILL PER ARCH T /CONC SLAB T /NOTCH SECTION R COL BASER PIPE COLUMN Ci2) PIPE COLUMN PER PLAN (31/2 "0 0.D.) BASER 3 /g "x9 "x9„ ■/ SECTION (4) HOLES FOR 1/2"0 SCREWS uJ w r C. " NON— SHRINK GROUT (5000 PSI) (4) 1/2 "0x5 "LONG SIMPSON "TITEN HD" SCREWS TYPICAL BASE PLATE - HSS COLUMN SCALE:1" = 1' -0" 17 SCALE: 11/2" = ,._o. SCALE:11 /2" = 1' -0" w J U 2/S -1 B /CMU @ OPENING HEAVY COAT EPDXY FOR BEARING ACROSS T /ANGLE SUPPORT BEAM 5/8 "0x6" TITEN HD @ EA CELL ALONG OPENING & IN CELL @ EA END BEYOND OPENING EXISTING CMU WALL L8x4x1/2 BEARING ANGLE FOR CMU BEARING SUPPORT @ SHORT LEG SAWCUT WALL BEYOND OPENING FOR ANGLE INSTALLATION T— GROUT CELLS. SOLID @ END OF NEW OPENING NOTE: INSTALL ANGLE SUPPORT PRIOR TO REMOVING CMU AT PROPOSED WALL OPENING. TYPICAL ANGLE HEADER AT NEW DOOR OPENING. SCALE:1 " = 1' -0" f4' -0" OVERHANG T • 15/32" CD— EXTERIOR APA —RATED PLYWOOD SHEATHING FACE GRAIN PERPENDICULAR TO ROOF FRAMING, NAIL W/ 8d @ 6 "OC EDGES, 8d @ 12 "OC FIELD (UNBLOCKED), TYP METAL ROOFING PROPOSED ABOVE PER ARCH 2x10 NFL JOIST SLAB EDGE BY OTHERS (BELOW) L_ J C) X w CD z W W 0 SIMPSON "LUS" HANGER (ALT: LSSU HANGER) rn CC w a CC CD J H 0 1 C) w 0 0 uJ w X 0 i SIMPSON •/ Atit3iiv3.5%. Pte.- -40", ei47.2. ter d*'1# . 5pec. f'... •• ' gt.4.4s hp"Te,- Gi to de el ,144 #0.1.01A&atei. NOTE: ALL WOOD FRAMING & SHEATHING SHALL BE FIRE —RATED PER ARCHITECTURAL DRAWINGS. PARTIAL FRAMING PLAN AT CARPORT SCALE: 1/4" = 1' -0" w 0 (PROJECT) • AREA OF WORK NEW CARPORT ROOF FRAMING (REF 19/S -1) l L J AREA OF WORK NEW DOOR OPENING (REF 20/S -1) (PROJECT) REVIEWED FOR CODE COMPLIANOL APPROVED MAY 232011 City of Tukwila BUILDING DIVISION PARTIAL FRAMING PLAN AT NEW DOOR OPENING SCALE: 1/4" = 1' -0" STRUCTURAL WALL TO BE REMOVED z 0 ri� (PROJECT) DIBBLE ENGINEERS. INC. PROFESSIONAL STRUCTURAL ENGINEERING SERVICES 1029 Market Street, Kirkland, WA 98033 Phone (425) 828 -4200 - Fax (425) 827 -6131 Robb A. Dibble, PE, Principal Travis S. Colliander, PE, SE, Associate Juleen J. Rogness, PE, SE, Associate DEI PROJECT # 11-036 CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com A 5/13/11 PERMIT RE- SUBMITTAL DJW 2 5/2/11 PERMIT RE- SUBMITTAL DJW 4/11/11 BID SET DJW 1 4/7/11 PERMIT REVISION DJW 3/16/11 PERMIT SUBMITTAL DJW / V \ : DATE REVISIONS /MILESTONES MGR DO NOT USE UNLESS INITIALED FOR CONSTRUCTION MGR. AND DATED DATE: JOB NUMBER: 2007861010 DRAWING CREATED: 03.01.11 SEAL •,��•,,glli .C� A. D o$$ 4i> 01 wAso .4e, Cx A Gib 37445 �lj�, 4'FjNA DRAWING TITLE: STRUCTURAL GENERAL NOTES, PLANS & DETAICS 1 w SHEET NO.: > co E S -1 ` LIJ 1 L