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Home My WebLink AboutPermit D08-380 - WHAT THE PHO - TENANT IMPROVEMENTWHAT THE PHO 17250 SOUTHCENTER PY SUITE 132 D08 -380 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -380 Occupant /Tenant: WHAT THE PHO Building Address: 17250 SOUTHCENTER PY, SUITE NO. 132 Parcel No.: 2623049117 Property Owner: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE WA 98006 Use: RESTAURANT Occupancy Group /Division: A2 Type of Construction: VA Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 15 d- - za 6 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 2623049117 Address: 17250 SOUTHCENTER PY TUKW Suite No: Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: Contractor: Name: ALLEN & L CONSTRUCTION INC Address: 12836 65 AV S , SEATTLE WA 98178 Phone: 206 772 -0901 Contractor License No: ALLENLC974C 1 DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR A NEW RESTAURANT. doc: IBC -10/06 CityRif 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 Tenant: Name: WHAT THE PRO Address: 17250 SOUTHCENTER PY, SUITE 132 , TUKWILA WA Contact Person: Name: DUKE PRAM Address: 10655 NE 4TH ST, #400 , SEATTLE WA 98004 Phone: 425 - 462 -5600 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -380 Issue Date: 08/29/2008 Permit Expires On: 02/25/2009 Expiration Date: 02/21/2009 Value of Construction: $300,000.00 Fees Collected: $4,476.00 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: VA Occupancy per IBC: 0004 D08 -380 Printed: 08 -29 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -380 Issue Date: 08/29/2008 Permit Expires On: 02/25/2009 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: N Permit Center Authorized Signature: Signature: Print Name: doc: IBC -10/06 Date: AIM I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied • , whether specified herein or not. The granting of this permit does not •res a to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perform • . e y am authorized to sign and obtain this development permit. 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. D08 -380 Printed: 08-29 -2008 Parcel No.: 2623049117 Address: 17250 SOUTHCENTER PY TUKW Suite No: Tenant: WHAT THE PHO 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • 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 PERMIT CONDITIONS Permit Number: D08 - 380 Status: ISSUED Applied Date: 07/18/2008 Issue Date: 08/29/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: 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. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. doc: Cond -10/06 D08 -380 Printed: 08 -29 -2008 • 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 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 16: Manufacturers installation instructions shall be available on the job site at the time of inspection. 17: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the CityofTukwila Permit Center. 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 20: 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. 21: ** *FIRE DEPARTMENT CONDITIONS * ** 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: Maintain fire extinguisher coverage throughout. 24: 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) 25: 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) 26: 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) 27: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire - extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire - extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) doc: Cond -10/06 D08 -380 Printed: 08-29 -2008 • • 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 28: Hoods, grease removal devices, fans, ducts and other appurtenances shall be cleaned at intervals necessary to prevent the accumulation of grease. Cleanings shall be recorded, and records shall state the extent, time and date of cleaning. Such records shall be maintained on the premises. (IFC 904.11.6.3) 29: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 30: All new automatic fire - extinguishing systems and all modifications to existing automatic fire- extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 31: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 32: 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) 33: 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) 34: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 35: 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) 36: 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 Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means 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) 37: 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) 38: 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) 39: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (WC 1006.1, 1006.2, 1006.3) 40: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2) 41: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating doc: Cond -10/06 D08 -380 Printed: 08-29 -2008 and/or adding sprinkler heads. (IFC 901.4) • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 42: 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) 43: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 44: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 45: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 46: 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) 47: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) 48: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 49: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 50: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 51: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -380 Printed: 08-29 -2008 • . City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 'Zfulo t bi--0 . Date: 91 4 l -off D08 -380 Printed: 08 -29 -2008 CITY OF TUKWILA, Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hio://www.ci. tukwila. wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print** SITE LOCATION Site Address: 11'Ito 30147H ogrryt rlh2 KwA'' / 74,44 ;LA r 9ISb Tenant Name: W NAT TJHe CH o Property Owners Name: 1.11,h f)zo J'f.4Ti s Lt. G' S.5 Mailing Address: 4'R II — 13 4 ttA-CE S> Name: TV k . BHA M Mailing Address: 16 6 tr NE 4'W s f T *400 r $724,440-- City E-Mail Address: AK 414 p ® Cor IA-I i oh.. am Company Name: Mailing Address: Contact Person: E-Mail Address: Contractor Registration Number: Company Name: Ts > +►'vr5 Mailing Address: 12130 PP Rtrad STILT Contact Person: 1 #V P W LA E-Mail Address: G1 ANA A. A t5Q - A.e r . Gop, Company Name: Mailing Address: Revised: 9-2006 bb -- rm Ilia nheiA I 1-132 N* I nXT, Contact Person: - 14.9 1 1 to/40.1.4r E -Mail Address: "be n: " tst - Gtit p . Goiw. Q:wpp is iono\FannrAppfi�iam On l 3-2006 - Permit Applimuoa.adc Building Permllo. (For office use only) p 09)- 010 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. ros - m 262.3oPgoba, 2623QvIeel King Co Assessor's Tax No.: z01309911/ City Suite Number: New Tenant: 100 rAti ut L.(- City Day Telephone: Fax Number: 3 z Floor: State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: ( +23'I 461 “boo 1 Fax Number: GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) ( !"T I 1 r r) Yes ❑..No 9 $uoio zip 7f) AO4 zip City State Zip Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record t1/41f 724R ZAP (41-6 (1-13I- 633 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Na0o;th;1 1539 2 city State ZAP Day Telephone: OW €18 (- 6 L o Fax Number: (4 It 1— 43+i Page 1 of 6 BUILDING PERMIT INFORI'OTION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 300 00 Existing Building Valuation: $ 1 0 f 0 09, 000 Scope of Work (please provide detailed information): — 1 I i'iKf /H(Ro VfilWr IW /r Illy CO 03 AO 14,5fr Will there be new rack storage? ❑ Yes R.. 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))4'k For an Accessory dwelling, provide the following: WA. Lot Area (sq R): 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: Compact Handicap: Will there be a change in use? ❑ Yes NI No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 1E1 No If `yes', attach list of materials and storage locations on a separate 8 -1/2" 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 current septic design approved by King County Health Department. Q,wpplicatian.\Fo®.Apptiations On line 3 -2006 - Permit Applicatioadoo Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l" Floor LF 1, I b1 3, Do I -e— -&- V —A A— 2 2 ntl Floor 3id Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORI'OTION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 300 00 Existing Building Valuation: $ 1 0 f 0 09, 000 Scope of Work (please provide detailed information): — 1 I i'iKf /H(Ro VfilWr IW /r Illy CO 03 AO 14,5fr Will there be new rack storage? ❑ Yes R.. 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))4'k For an Accessory dwelling, provide the following: WA. Lot Area (sq R): 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: Compact Handicap: Will there be a change in use? ❑ Yes NI No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 1E1 No If `yes', attach list of materials and storage locations on a separate 8 -1/2" 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 current septic design approved by King County Health Department. Q,wpplicatian.\Fo®.Apptiations On line 3 -2006 - Permit Applicatioadoo Revised: 9 -2006 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 comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.43 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. Signature. Print Name: BUILDING 0 t`t) OR AUTHORIZED AGENT: 1'1 vi 0 W!^ L' Day Telephone: Mailing Address: ' z11 o M ' !' € Wr � K' W✓1 t, -, City Date: &I I / O 0461 1-L7 - c7 co Date Application Accepted: Date Application Expires: Staff Initials: QMpplicnfian W ®rAppfiwtions On Line \ 3-2006 - Pam it Applicatioadoc Revised: 9 -2006 bh Page 6 of 6 Parcel No.: 2623049117 Permit Number: D08 -380 Address: 17250 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 07/18/2008 Applicant: WHAT THE PHO Issue Date: 08/29/2008 Receipt No.: R09 -00096 Payment Amount: $60.00 Initials: WER Payment Date: 01/16/2009 02:21 PM User ID: 1655 Balance: $0.00 Payee: WTP SOUTHCENTER LLC Payment Check 7087 60.00 TRANSACTION LIST: Type Method Descriptio Amount ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 1579 01/16 9707 TOTAL 60.00 doc: Receiot -06 Printed: 01 -16 -2009 Receipt No.: R08 -03603 Payee: ALLEN & L CONSTRUCTION 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1511 50.00 Payment Cash 10.00 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Parcel No.: 2623049117 Permit Number: D08 -380 Address: 17250 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 07/18/2008 Applicant: WHAT THE PHO Issue Date: 08/29/2008 Payment Amount: $60.00 Initials: WER Payment Date: 10/24/2008 09:51 AM User ID: 1655 Balance: $0.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 doc: Receiot -06 Printed: 10 -24 -2008 Receipt No.: R08 -03090 Initials: JEM User ID: 1165 Payee: WTP, SOUTHCENTER LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7006 2,714.50 ACCOUNT ITEM LIST: Description 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 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Parcel No.: 2623049117 Permit Number: D08 -380 Address: 17250 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 07/18/2008 Applicant: WHAT THE PHO Issue Date: Account Code Current Pmts Payment Amount: $2,714.50 Payment Date: 08/29/2008 08:32 AM Balance: $0.00 2,710.00 4.50 Total: $2,714.50 • 735 ng /29 9'16 TOTAL 27 :4.7.0 doc: Receiot -06 Printed: 08 -29 -2008 Receipt No.: R08 - 02651 Payee: WHAT THE PHO INC ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049117 Permit Number: D08 -380 Address: 17250 SOUTHCENTER PY TUICW Status: PENDING Suite No: Applied Date: 07/18/2008 Applicant: WHAT THE PHO Issue Date: Initials: BLH Payment Date: 07/18/2008 01:43 PM User ID: ADMIN Balance: $2,714.50 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1861 1,761.50 Account Code Current Pmts 000/345.830 1,761.50 Total: $1,761.50 Payment Amount: $1,761.50 5022 07/18 9716 TOTAL 1761.50 doc: Receiot -06 Printed: 07 -18 -2008 Project: �� r (kir"" 1+ 1R,- Fho Type oflnspection: A- - I NAt�. Address: k 72.50 Sa.VI Oil , 4 - 1 F Date Called: S•1 Special Instructions: Date Wanted: 1- 7 3-cc CLAD p.m. Requester: Phone No: 2O(o -2 J6) -7S73 bn3 -3 'Ci INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. art OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 wit 77 Approved per applicable codes. Corrections required prior to approval. "ef G_? /9/009 Inspector:' 1/ 17 $60.00 REINSPECT' I N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: COMMENTS: _7 - GO 2 0 J 4- f s Projeo / A 7— i, A v VL !t (` �C Address: ('7 ? S q -1.4) (7) c •e ,if : a l e seiti e . 4 eA- e 6 4J Nils AMfl ,-e,__,A kfx164 . (7 Lk) Lc (90: 4 Arc. . c_4 r 4 14 Ai e.)01 6■ 1- A-- etP c,t .r, ) 1 n J JS /, P-d� cc-, sJedi 1 I 1 J Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 60 -30 (206)431 -3670 PERMIT NO. Corrections required prior to approval. f (Date: l / I © q El $60.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector. Receipt. No.: 'Date: Type of Iryspectio 6 V' 1 auA, vi A del Projeo / A 7— i, A v VL !t (` �C Address: ('7 ? S q -1.4) 4- Date CaIII J S . Ge ' I • '"y Special Instructions: Date Wanted: I .....16 d to - 9 `m __ m Requester: Phone No: 1 J Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 60 -30 (206)431 -3670 PERMIT NO. Corrections required prior to approval. f (Date: l / I © q El $60.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector. Receipt. No.: 'Date: Pr� ject: / Type of Insp on: g j Address: l ..S- C. Pit-fkw4 Date Called: R ` Special Instructions: / D(e Wanted: r ( �� o af / .m. Requester: Phone No: 2,0 z r- `?n,) 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: InspectoQ Date: (J - 4 $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: Nk,r COMMENTS: Type of Inspection: } ': Address: 1 sc 1 .J 0 L-- — C oL) o f iGt. 0 fi \-.- 1/.}M 1- i `€-- � ii d l k4 , 46-c-� - e\- /1 pf ,) JO Date Wanted: r 7 i a- • v� p .m. pi L,46-c- 1 0 . Phone No: CO ` Z 1-4 _ , 2,\3 I ( lk \i Al If (oLip i 4-1 0 Al Cfe i :1 5pe.LA , ' ., I A Pro : LA ... pH 0 Type of Inspection: } ': Address: 1 sc 1 .J Date Called: Special Instructions: / Date Wanted: r 7 i a- • v� p .m. Requester: Phone No: CO ` Z 1-4 _ , 2,\3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspector: 1 El Corrections required prior to approval. Date: ❑ $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: Project: w [ttn t Ditt 1A Type of Inspection: v ' N �- Addres`:�, G t ( Date Called: 101 1- I oqi Special Instructions: D ate Wanted: 0 j� / "ate Requester: c Jon'r'Y" i' Phone No: n 15 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 67 orrections required prior to approval. ri $60.00 REINSPECTION FEE RE u UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: flnsper: Date: 2 z 4 Receipt No.: 'Date: COMMENTS: ? At7-44-41 A p � n 4 Type of Inspection: AAit 1!`i G Address: (� �‘ • to --- io C)/l Q .js - t .T 11 AP t J r . u,lf ! J/l -- g zic Ai r D ✓ A P Date Wanted: loll Requester: 0 K ' 1 cir,Je---# Phone No: i q 41 C-' P `.` ,' , _- 7—,, S t.r FA . C 4{ e fro Cik-ei ( Project: W 9 Type of Inspection: AAit 1!`i G Address: (� �‘ • Date Called: ID 11 Special Instructions: en 1911, Date Wanted: loll Requester: Phone No: i q 41 • INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 J Approved per applicable codes. El Corrections required prior to approval. Inspects I Date: R r � ❑ $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: COMMENTS: Type of{ pe (i): Jn ,\ s 0(- T J- rtk A,,- ;) 1 d 1Jc -JAI : 0A-T Ait- Date Called: T45 J u m TTY. A okcj = ( c r A `,J r�� r eJ : s : ,-\ 1 A� / 6J S (%(- c f- `(( 6 41 I; Lf• me A ( C " el s Si FIA A4; Q S ..Sa 2. J Al t S c r SC i ,) 11/4 eAdc l C. ? r s 1 0 ACLU S .,)nn D_.(.Jt , N -, 1, viP+ tt.5 --6) P m:l , l i Phone No: Project/ to ;—t _ nt ( ! t ! Type of{ pe Address: I r 7 7-5-) Sr PAT ICU.) Date Called: Special Instructions: ate Wanted: 0 — Cj / il ( " p.m. Requester: ' Phone No: -44 INS'ECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. DOE - 3S PERMIT NO. (206)431 -3670 Corrections required prior to approval. /it, Inspector: Date: El $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: COMMENTS: Type of I spection: ,:.' , d) t r -� 24-1 1,,o�, i d/.1 . , • r r wv . •-, , r / ^I r J J✓'- )/ le/ At � r J� P.m. Requester: Phone N4 7.t� ? a � 7 ,' J j z Proje t: Type of I spection: Address: [1'Z) () --sue P A J tc�- f ` Date Called: Special Instructions: Date Wanted: / 1 0 I /am,. J� P.m. Requester: Phone N4 7.t� ? a � 7 ,' J j 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0‘).c -35 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspec skil\AA) Date: 00L $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: w. COMMENTS: Type of spec e 6 ,/t-, A ! S' ( (..r I : i r 'r- r 0 )-t ;/1. , ,-,s e -t .)4 if Da / 6 nted: 6 ^ez ffr ` : U om M% kt-s X RU etererkuite, TL Tt„ w t s &-e S. e c, A-( n5 � a-M As `TI... e_ .k . � r .P 4 Ms n�'�- c r s kA-4 ( ',d#{ I (A D ..c, kr I s 4(k 0 b. c. ` re_.. ' e; s `Tv b t ' row S s:/v,1_ 1/JAt i Are (D' t( Project; /�l/�/�T /L� r7A Type of spec Addr. s: / /ISO 56?/? ASAAW Date lled: Special Instructions: Da / 6 nted: 6 ^ez ffr ` Requester: Phone No: 2 — tee - g , .. 92 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. 1 lnspect /JY_A j (206)431 -3670 Corrections required prior to approval. Date: — 0 $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: Project —•-1 Type of S� J tt 1 dvl �`� � p 1 (.0 ' c+ 1 lyJ Address: }7 -•C Date Called: Special Instructions: ,/ Date Wanted: n ( 7 `� a.tr P.m. Requester: Phone No: ,00x -3d4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .IA 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector nspecto 7 6L(.... Alf\ Date: / 7 ' ( El $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: COMMENTS: 1— /1 /1 � ?R1 VA 1 d /\ ( `, f / -- 5-101‹..1-1 / d v � P � r /� off � � 1 / j i 0 ,/ Al —/ 1- -4,1L j t G (.eatIo. - 1 1- 2) ( C. - S 4.i 0 g...4-r f P ' ' -58 2 2 , Project: c.0h - rTN � ' P4 v Type of Inspection: 1-- Ooj l NJ C, Address: t 7 5 U Slfi..(T h F e ,r,,a Date Called: `t c t ra P C- 1 Special Instructions: Date Wanted: 1 ! � b _ Q a.rr�, Requeste : P ' ' -58 2 2 , -it 1 INSPECTION RECORD o Retain a copy with permit C.J PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. E Approved per applicable codes. El Corrections required prior to approval. /6 Inspector• ` Date: El $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: COMMENTS: Type of Inspection: SetiNk41 NI ‘01 x Address: ll`-S0 7e 12y Suite #: 1 2 Contact Person: - Special Instructions: 1 , Phone No.: Monitor: ALibiev% r Olt. - - cw x/ • SvaiwkiCk. AaA1 - OV- Occupancy Type: - 0. Fla 61-14-1.- - -- 0 IL- - -o' 0 `[x�ti lit (.7 IL— i -' 6_ .yam R.1.° _ & ( / ��/ �/ v oq ux % (/ ;-6 O "6 ti r ? it 1 rttDV- Vv� - !'1 - - o K Project: WvkAi 1.-�w, figD Type of Inspection: SetiNk41 NI ‘01 gr Address: ll`-S0 7e 12y Suite #: 1 2 Contact Person: - Special Instructions: 1 , Phone No.: Monitor: ALibiev% r Olt. - Needs Shift Inspection: A , - 1 _ 20 -pe Sprinklers: y Fire Alarm: V Hood & Duct: y Monitor: ALibiev% r Olt. - Pre -Fire: gw ethv s-nzv cw x/ • Permits: PA 14g0060 Occupancy Type: - 0. y INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit � - 3SQ 3- S 5.k) -alv p5 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT I • 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 rrections required prior to approval. Date: . rij y (,p9 Hrs.. I s- to n $80.00 REINS5PECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule . a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: A a • Poi A Type of Inspection: Address: //2 S o Suite #: )3 Z . ....-11-114, ettiL - de. 1124 M 0ild it, !il 1ioME )1S- Id E5T, • -- i►r:1 Plt, NT i 1 7r/ !► N 7 .0 ae ..: Occupant l' pe: Phone No.: P eV" 1)1-cbc t11a_ zcg Li4 i1i'i : , . ,4,.' ... . -- .. _. , i - • .. • f ..1 P .•, 1 P ∎A A '.+ Ii k ' ' . fl V . et - " !M - o -- oi O --- ( } t ) - aim 1 5Piat itiv -whit ANIMA- ni - o- • la I nnu 8 - 2.79 6.,,,,,,9 x -- 4,,i4G 6K 00 V - l iR i: 1- l ' '4'4 • Project: iAf * 7 lilt Poi A Type of Inspection: Address: //2 S o Suite #: )3 Z C P, Contact Person: Special Instructions: Occupant l' pe: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct:, Monitor: ' Pre-Fire: Permits:' • Occupant l' pe: r ERMIT NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East- Tukwila, Wa. 98188 206 -575 -4407 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit _....--7 required prior to approval. . - - - -- -- 15. 07/10, �f _e - /�'J Date: c IL Hrs.: _ •�;$ 0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Dep rtrrient: Call to schedulq"a 1 • Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 • Project: IA 04 QI ■O Sprinklers: Fire Alarm: Type of Inspection: Rh-- 1 A5'0 'S. L . Suite #: ll 2., f if Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: _ Sprinklers: Fire Alarm: Hood & D uct: Monitor: Pre -Fire: Permits: Occupancy Type: • iR7tbrf�'w:i7�d" "'Nt9fk:"'� C+' sc! l+r;`+ .' �'— ' .� ''t?!ti',+ :"7�?F.4r .'S: r.41,4±' ftlWA 0. INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 [- Approved per applicable codes. . Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 1/13/06 CITY OF TU'KWILA FIRE DEPARTMENT ,38 PERMIT NUMBERS [I Corrections required prior to approval. COMMENTS: Inspector: ik I Date: Vslo Hrs.: ' $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 'Project: WWttr - rte P► o Type of Inspection: Address: 0-2.. SC Suite #: 13a RI A- Contact Person: Special Instructions: Permits: _ Phone No.: Needs Shift Ins_pection: Sprinklers: Fire Alarm: - Hood & Duct: Monitor: - Pre -Fire: Permits: _ Occupancy Type: RMIT NUMBERS L LOS N CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit El Approved per applicable codes. Corrections required prior to approval: COMMENTS: /7‘vt• 1r© piAS' tJ *4 v. oAi 1 :j4 ex.S l'i7g;16 -r ic;,, = -o In or: Date:/2/3//00 RI lt City of Tukwila Finance Department. Call to schedule a reinspection. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 MENTS: v- Type of Inspection: - U SP C Address: t'73 5th Suite #: / 3a-- _ c . tor-4,a r Contact Person: Special Instructions: Occupancy Type: I, ►r cotie 2d4 4 .e. ... a ...c/00,1., i,„42 51- ; c) -e. C / tied) t. Asa 0.14.4t- re.S6A4n - , 1),p , ` 3 . c l o " ' 'e, .. 6400— c+ 't e a _ , 147 – 9 c: la- /b d D Kit< AtylAtiTS W,. - a 1 2 / 200 (r/.3 Project: U v- Type of Inspection: - U SP C Address: t'73 5th Suite #: / 3a-- _ c . tor-4,a r Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 INSPECTION NUMBER Approved per applicable codes. Inspector: F • I Date: % Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Forrn.Doc 1/13/06 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT po?- s PERMIT NUMBERS corrections required prior to approval. T.F.D. Form F.P. 113 Ir Fo sg-.Pfl Establishment Inspection Report L d - —3 8' )*-'Form C ..,b1:-., PH-0078-3 (Rev. 11/07) • Public Health Ul Seattle & King County Business Name* kJ.) VA 1- 1 c_ ? Operator: Page of Address City ZIP 11250 Sb PICw•t bi32 T6lcw11‘, ggt8fr Seats / Checkouts I Phone: General Health Record ID 2 1 r ( Item Number P/E 6 2 Date U el Time In Il :OCAm Violations cited in this area must be corrected with the time frame specified. Office Time Activity Time Travel Time m • m • m I II OBSERVATIONS and CORRECTION ACTIONS I Points Service 128❑She dlue d 'k" I�(,4f&- k "' 1n1 t1P (�r�r • o t Iv o ? PEA 4-c - Obsr(oA ftic (vll cw ,Ay , 1" I"• 111 ^�� ter^' � {d- \., t•t"e✓' ( IaI +L+ )VV JIG U ; - iCrvr• s1�.� Fxv,l( \,r,S 0°0 Ce• l . Pe $/r 1.,S Vie"- I-r c. 0L t tW . 00 w'S \ . )tit rt a� ` I 1 6/6 • & 1 '7, ti rl Q v� 1 „ J = t /11 It” Employees must have a valid food Comm worker's card within 14 days of hire. Please call 206 - 296 -4791 for more information. ATTENTION We only approve your application for a permanent food service establishment from the Department of Public Health Seattle & King County. Other permits and inspections may be required by other agencies. Operating this establishment without these permits and inspections may result in legal action by the appropriate agencies. Based on an inspection this day, the above items are violations, which must1 a corrected in the tide specified by the health officer. A food establishment permit may be suspended without warning, notice or hearing if the requirements of the food code andlor�directiv2s glattie health officer are not met or if violations are not corrected in the • time stated in this report. The permit will be suspended if an imminent hazard exists or there aree90.0Pmore red critical points or if there are 120 or more total points. The health officer will provide an opportunity for an appeal on the validity of a suspension or the findings of an inspection report if a written request is filed with the health officer within ten (10) days of the suspension or inspection.The filing of an appeal does not stay the effectiveness of a suspension.The completed inspection form is a public document that must be made available to any person who requests it under the provision of the Public Disclosure Act (42.17.260 RCW). 129 eturn 126 ❑ Fld PI Rvw 130 ❑ Complaint 1330 Illness / Inj. 1340 Permit Inv. 1360 Field Educ. 127 ❑ Pre - Operat. 106 ❑ HACCP Results 01 ❑ Satisfact 02 ❑ Unsatisfact. 03 aComplete 04 ❑ Incomplete Action 04 ❑Suspend 07 approved 10 ❑ Disapprv'd 26 ❑ FoVup Rq'd Trans Fat 7120 ❑ Early 09 7130 ❑ May 2008 7150 ❑ Documnts Nutrition Labeling 7200 ❑ Applies 7210 ❑ Violation Red Critical Points Blue Points Total Points 1 04 Person in Charge v � (Printed Name) 1. l� r-t rr tj (Signature) T 62/4 Regulatory Authority (Printed Name) 17)Arc A�St r� f3A^aoc (Signature) .r. Internal Cooking Temperatures 140 °F: n Plant foods for hot holding 145 °F for 15 seconds: D Unpasteurized eggs Fish, except as listed below ✓ Meat, except as listed below v Pork, except as listed below - Commercially raised game animals, rabbits 155 °F for 15 seconds: - Ground or comminuted meats or fish n Injected meats m Ratites (ostrich, rhea, and emu) 165 °F for 15 seconds: - Poultry ✓ Stuffed fish, meat, pork, pasta, ratites, or poultry - Stuffing containing fish, meat, or poultry - Wild game animals Reheat to 165 °F for hot holding Holding Temperatures D 41°F or less; 140°F or greater Options for Cooling Potentially Hazardous Foods (PHF): 1. Cool food in thicknesses no greater than 2 inches, uncov- ered, refrigerated at 41°F, and protected from contamination or 2. Cool from 140 °F to 41 °F within 6 hours, making sure the food cools to 70 °F within the first 2 hours. Suggested methods to meet time and temperature criteria: - Shallow pans n Rapid cooling equipment n Stir cooling food frequently ➢ Ice bath n Pans (such as stainless steel) that maximize heat transfer Trans Fat and Nutrition Labeling Trans Fat 7120 Early Adopter 2009 - No food products contain artificial trans fat 7130 May 2008 - Using frying oils or buttery spreads containing artificial trans fat after May 1, 2008 7150 Documents - Original labels, manufacturer's documentation where there are no labels Nutrition Labeling 7200 Applies - This is a chain establishment where nutrition labeling is required 7210 Violation - Nutrition Labeling not as required in BOH 08 -02 www.cnetrokc.gov /health /healthyeatirlg References Chapter 246 -215 WAC 2001 FDA Food Code Chapter 246 -217 WAC CKC BOH Title 5 Chapter 69.06 Revised Code of Washington Food Safety Training Requirement All food workers must have a valid Washington Food Worker Card (FWC) and copies must be available upon request. New employees without valid food worker cards must be given food safety training before beginning food handling duties. The training must be documented and kept onsite. Food workers must have a FWC within 14 calendar days of hire. Initial FWCs are valid for 2 years and renewal cards are valid for 3 years. To qualify for a renewal, the FWC must be renewed up to 60 days before the card expires. Food worker card information: 206- 296 -4791. Restriction & Notification of ill Food Workers Healthy food workers are important factors in foodborne illness prevention. Food workers must inform the Person in Charge (PIC) if they have: - Symptoms of a gastrointestinal infection (such as diarrhea, vomiting or jaundice) D A diagnosed illness from Salmonella, Shigella, Shiga toxin - producing E. coli, hepatitis A, or any other illness that can be transmitted from a food worker through food - Infected, uncovered wounds - Discharges from the eyes, nose, or mouth (persistent sneezing, coughing or runny nose) The PIC must restrict food workers with these conditions from working with exposed food and clean equipment. Notification The Person in Charge must notify the Regulatory Authority if a food worker has jaundice or a diagnosed illness that can be transmitted through food. Handwashing & Preventing Bare Hand Contact Handwashing must take at least 20 seconds and include a 10 -15 second scrub, thorough rinse, and complete dry. Bare hand contact with ready -to -eat foods is prohibited. Single -use gloves, tongs, utensils, or other approved methods must be used when handling ready -to -eat foods (RTE). Imminent Health Hazards A food establishment must immediately stop operations and notify the Regulatory Authority if an imminent health hazard may exist due to: ➢ Fire - Flood >- Loss of electricity ➢ Lack of hot water or loss of water service • Sewage backup n Misuse of toxic or poisonous materials ➢ Onset of an apparent foodborne illness outbreak n Any circumstance that may endanger public health Alder Square 1404 Central Ave. S. Suite 101 Kent, WA 98032 206 - 296 -4708 District Offices Downtown Northshore 401 Fifth Ave., Suite 1100 10808 N.E. 145th St. Seattle, WA 98104 Bothell, WA 98011 206 - 2964632 206 - 296 -9791 www.kingcounty.gov /health/ PH- 0074,®ack (Rev. 11 /07) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Copies to: Owner X Architect X Engineer Conforms CONSTRUCTION INSPECTION REPORT Report Number: 84537 Description: Epoxy- Grouted Anchor Bolts, Structural Steel Erection Project: Southcenter Square Permit Number: Address: 17200 Southcenter Parkway, Tukwila Job Number: Client: Wig Properties LLC - SS Client Address: D08 -380 06 -683 Inspector and Date Remarks Don Schwindt On site at "What the Pho" to perform special inspection of structural steel per AWS D1.1, AISC, 10/7/2008 ICC ESR 1772, and approved plans. 1. Performed visual weld inspection of columns for mezzanine support per details F & A on S- 1. Welds and workmanship appear to conform. Bolts visually verified to be A325 in snug - tight condition. 2. Performed visual weld inspection of rear entrance doorway column supports per detail G on S -2. Welds and workmanship appear to conform. 3. Witnessed epoxy grouting of 5/8" diameter threaded rods at seven locations for holdowns. Holes were drilled to 3/4" diameter and 7" depth, brushed and blown clean. Epoxy used was Simpson SET 22, batch #099024SS, expires 7/31/10. Workmanship conforms to ICC ESR 1772. Reference Standard(s) Used: AWS D1.1, ISC, ICC ESR 1772 X Contractor X Building Dept. Technical Responsibility: Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) .P:CE QED OCT 2 4 2008 Oe,„,ihuN DE VELOPMEN T 134"' Place SE, Bellevue i 4k VetA4i David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. et TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 *o F IT Above oA-R ; 24' ry rii T 2 2 2008 H MITCENIER REVISIO PROJECT: IA) T G &IL-tN& 2FF17 JOB #: BY: /14', 2 ;Fr 505 VIP (it 2 T-7)=-' Q, 36 viP Dr Pr 0,416 61 - 2C 1 2 N 5 1 2 t 4a DATE: �Ol� /pf? 4AF / F - 1, Cp P , = l�� )�S ° 1128 > 015 S ps p fV D, (a,9)(5)(1a)( — 321 j n pes o 1 /1 1 (wd &rr ( /J i 6)1141 , 51 ,Kr'v - bra a/ - brae /57ni -�D ( 161-16 (e'°-1 B REV1lvvtu ru CODE COMPLIAN APPROVED OCT 2 3 2008 City Of Tul a� Iw 'I , 'MSIO CE [13,5,6, ® TSE Engineering' COMMENTS: Date Sent: 10/22/08 Name: Building Official Total pages: 2 From: Keith Ryan, P.E. Subject: Framing Project: What the Pho Southcenter arr OCT 2 2 700A PERMIT CENTER 1) A 28 "x30" opening in the floor may be added to allow for mechanical equipment. See page 2 for location and structural changes. FILE Pnrrnit doe REVISION NOi_ 3'$D City Of Tukwila BUILDING DIVISION • REV1EWtU WK CODE COMPLIANCE APPROVED OCT 2 3 2008 12930 N.E. 178th Street ® Woodinville, WA. 98072 -8702 (425) 481 -6601 ° FAX (425) 481 -6371 ® tristate@netos.com lolzzi°0 A • TSE Engineering A 12930 N.E. 178th Street Woodinville, WA 98072 A (425)481 -6601 W10x30 STEEL BEAM II WA% LINE OF WALL ABOVE L LI- 1_ DUSTING • PARTITION WALL PROJECT: HSS 3.5x3.5'76' MEZZANINE FRAMING PLAN w /MAIN FLOOR SHEARWALLS JOB #: 6/57 BY: 2 ' 44E2 DATE: !O, 1/21 S1Mg0t1 5l g1L HA 46 a ( ONPicAOO l mrsc , Al 'sl16i\ H44oR (ripiCA z ,"' x30 01 JG 'END OF MEZZANINE OPENING P DETAIL G /S -2) I ,I HEADER: 2- 1/2'x4x3{a HSS 21x4x{i (OFFSET FROM OPENING PER DETAIL G /S -2) ELF SUPPORTING • STAIRWAY PER ARCH PLAN (BIDDER DESIGN) TSE A Engineering Design Criteria: 2006 IBC Seismic S =134 %g Floor Live Load= 100psf Allowable Soil Bearing= 1500psf FILE COPY Permit No. STRUCTURAL CALCULATIONS WHAT THE PHO MEZZANINE 17250 Southcenter Parkway Tukwila, WA CALCULATIONS REVISED 8/20/08 TO ACCOUNT FOR REVISED MEZZANINE LAYOUT. SEE SHEETS 4 THROUGH 17 FOR VARIOUS REVISED BEAM. COLUMN AND FOOTING CALCS. CORRECTION DOB _ 380 REVIEWED FOR CODE COMPLIANCE APPROVED B 12930 N.E. 178th Street A Woodinville, WA. 98072 -5708 (425) 481 -6601 A FAX (425) 481 -6371 Page 1 of 17 AUG 2 7 2008 Of Tukwila ILD N . DIVI ION ECEWED AUG 2 2 2000 PERMIT CENTER CLIENT : DATE : 4/13/2008 Er. g earl r.g JOB NO. PAGE : DESIGN BY : :tlp REVIEW BY : SEA,SII ilidigt.40103)SSED 0 fikagifferiiii ale:pt?pirelaTRq ce Pro`cedr�re"`,-O E O:s1218)r INPUT DATA Typical floor height Typical floor weight Number of floors Importance factor (ASCE 11.5.1) Building location Site class (A, B, C, D, E, F) The coefficient (ASCE Tab 12.8 -2) The coefficient(ASCE Tab. 12.2.1) h W 'h= .10.5 11ft w x = n= 1= Zip Code = 10.5 ft 30 k DESIGN SUMMARY Total base shear V = (IBC Tab.1604.5) Seismic design category Latitude: 47.447736 (If no soil report, use D) Longitude: - 122.2735 k = 1.00 , (ASCE 12.8.3, pg 130) X = 0.75 , (ASCE Tab 12.8 -2) Ew = 315 T = C (h = 0.12 Sec, (ASCE 12.8.2.1) Ss = 133.737 %g , S = Si = 45.962 %g , Smi = Sos = 0.892 g , VERTICAL DISTRIBUTION OF LATERAL FORCES 0.14 W, (SD) = 0.10 W, (ASD) = 1.337 g , F = 1.000 0.708 g , F„ = 1.540 SD1 = 0.472 g 4 k, (SD) 3 k, (ASD) D Level Level Floor to floor No. Name Height ft Height Weight h wx ft k W k Lateral force @ each level Cvx F V O. M. k k k -ft Diaphragm force EF EW Fpx k k k 1 Roof W0 Ground 10.5 ;30,;LL 315 1.000 4.1 lENO OF YEIIWINE Wex44 STEEL BEAM SW1 FRAM HEADER INTO WALL PER DETAIL D /S -7, TYP. SW1 N END OF MEIIANINE MEZZANINE FRAMING PLAN w /MAIN FLOOR SHEARWALLS 4.1 43 4.1 30 5 WX 33'(x.)(0. o31443 N -r rief&e 1:P 6HSV WALL DESIGN rs� g lr, as a -7.--g PROJECT What The.Pho Mezza CLIENT : JOB NO. 1.643 PAGE : •. DESIGN BY : tip REVIEW BY :at: EISIyji MLb .6.SFOSE.MNDtk '2_N, j ifalieten'iaaftrrP Farce rgs dt'TFR ASCEitiai a G/ w/Au- frex A 1 S 1 E 1/tI L- exi r h14 (Toms /1) f to I DL OTM (g�A'L'L (7'/srs /7) f i D �D L oV6e1V i4I11G Mamehi r (TM =4:1) L 150066 qr 23 �9tJ /coo . 6S lie oK = 1413 #_ 9 (id)()(°,6) d 113-7-#. „ U561s # vu4 1/ 10 25 13► 13.6' ,c 3 oT'� -0, 6DC - t5 05-1P- (i d) (13=2J(6 � = 17y 4p N P � Simi) Iri O''i Utse Sr 5r» 'siN � 4111, .e1111 (9/ /eayw4 4/s q5/gV Irwh� &1.1 -m ie&� S % ' M70 7t us /flj 5/101 "5E7' nd hesiu& Alp-te.; Embed, 2 Iti" 6horwad °1�J�� - u)C /sA Pe i � fio� ' " 1114 ,11 TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 PROJECT: � ,svlrf La4.2 pfs f 6A) JOB #: BY: DATE: 19 1 r6V glzolos END OF MEZL+NI WBx24 STEEL BEAM 01111 cINTIL. \ MEZZANINE FRAMING PLAN 4'r MC( N EW e MT/toil/ 17L II I L LI = =� 4111 C I. cutA rio Js vnl 507 ;�� (a /I ccaunJ 1 fat Tri State Engineering, Inc. KR - 1721b/ft - 1721b /ft Loads: LC 2, DL +LIVE Results for LC 2, DL +LIVE Reaction units are lb and lb -ft - 1721b/ft 1685.1 floor joist Aug 20, 2008 at 10:36 AM PHO STEELJOIST.r2d 1 N1 0 0 0 2' N2 5.5 0" 0 3 N3 9.5 0 0 4 N4 14.5 0 0 1 N1 Reaction Reaction CF1A 2 N2 A570 33 Reaction 2 M2 3 N3 Reaction Beam CU 1 M1 N1 N2 CF1A Beam CU A570 33 Typical 2 M2 N2 N3 CF1A ° Beam CU A570 33 Typical 3 M3 N3 N4 CF1A Beam CU A570 33 Typical Company Designer Job Number Label A570 33 Tri State Engineering, Inc. KR Cold Formed Steel Properties E fpsi] 2.95e +7 Cold Formed Steel Section Sets G [psi] 1.1346e +7 floor joist Nu .3 Therm ( \1 E5 F) Densitv[Ib /ft ^3] Yieldfpsi] .65 490 33000 Aug 20, 2008 54 10:35 AM //'"]] Checked By: Ultimatefpsi 52000 Label Shape Type Design List Material Design Rules A [in2J I (90.270) [i... I (0,180) Uin4J 1 CF1A 800S162 -68 Beam CU A570 33 Typical .836 .235 Joint Coordinates and Temperatures Joint Boundary Conditions Member Primary Data Basic Load Cases BLC Description DL LIVE Member Label Cold Formed Steel Design Parameters Category None None Member Distributed Loads (BLC 1 : DL) Member Distributed Loads (BLC 2 : LIVE) RISA -2D Version 8.0.3 [K: \PHO STEELJOIST.r2d] X fft Tvoe Y fft Rotation[ k- ft/rad Label Shape Length[... Lb- out[ft] Lb- in[ft] Lcomp top.. Lcomp bot.. K -out K -in CF1A 5.5 2 1 3 M1 M2 M3 CF1A CF1 A 5 2 X Gravity Y Gravity Joint Point Member Label Direction Start Magnitude[Ib /ft,... End Magnitude[Ib /ft.d.. Start Location[ft. %] -39 Temp fF Footin 7.089 ion R Cm Cb R Out s...ln sway Distributed 3 0 3 End Location f[t %] 1 3 M1 M2 M3 Y Y -39 -39 -39 -39 -39 0 0 0 Direction Start Magnitude[Ib /ft.... End Magnitude[Ib /ft.d.. Start Location[ft, %J End Location[ft. %] M1 M2 Y -133 -133 -133 - 133 0 0 Page 1 1 2 - M - 1 1 0 445.102 0 2 2 0 2 0 - 20.075 ` - 584.413 3 - 3957.095 3 3 0 - 485.252 110.41 4:; 2 M2 1 0 - 162.697 110.41 5 -358.24 - 747.591 2 0 - 501.008 774.115 6 0 - 1103.159 3 0 - 839.318 ' 2114.441 7 2 M3 1 0 845.776 2114.441 g M3 1 2 0 422.888 ' 528.61 9 3 0 0 0 1 2 M1 1 0 980.063 0 0 2 0 322.554 2 0 -44.202 3957.095 - 3957.095 3 0 4, 3 0 - 1068.466 - 747.591 747.591 41 2 M2 1 0 -358.24 - 747.591 747.591 5 2 0 - 1103.159 - 5241.573 5241.573 6 < 3 0 - 1848.079 - 14316.993 14316.993 7 2 M3 1 0 1862.299 - 14316.993 14316.993 931.149 - 3579.248 3579.248 9 3 0 0 0 0 1 2 V N - 0 445.102 0 2 ; 2 N2 0 322.554 0 3 2 N3 0 1685.095 0 4, 2' Totals: 0 2452.752 M2 5 2 COG (ft): X: 7.25 Y: 0 1 1...V I 2 IVIGIII 14GI L.uv,.. M1 vvv 1 .. ... 0 0 -- NC -.015 4420.956 3 3 0 0 NC 4` 2 M2 1 0 0 NC Company : Tri State Engineering, Inc. Designer : KR Job Number : Member Distributed Loads (BLC 2 : LIVE) (Continued) 3 Joint Loads and Enforced Displacements No Data to Print ... Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor DL 1 DL +LIVE Yes Yes Y 1 1 1 Joint Reactions Member Section Forces Member Section Stresses Member Section Deflections (By Combination) Member Label Direction M3 Y Joint Label Start Magnitude[lb /ft,... End Magnitude[lb/ft,d... Start Location[ft, %] End Locationift. %] RISA -2D Version 8.0.3 [K: \PHO STEELJOIST.r2d] floor joist -133 -133 0 L, D, M Direction Aug 20, 2008 c. 10:35 AM Checked By: Magnitude[lb,lb-ft in,rad Ib*s ^2 /ft] inafosi 0 Moment lb-ft Page 2 5 2 M1 2 0 .014 3497.316 6 " 18027.8... 2758 4770.006 1 .85 7 2 M3 1 0 0 NC 4 "T "" 18027`8... 27588 4770 A . " -.094 .x 634.9 ' 9 2 M3 3 0 -.221 271.693 1 2 M1 8005162 -68 .205 2.638 .115 5.5 18027.8... 2758 4770.006 1 .85 C5.2.1.. M2 " " 800S162 -68 .740 4 ':199 " 4 "T "" 18027`8... 27588 4770 A . " ".85 C5.2. . 3 2 M3 800S162 -68 .740 0 .200 0 18027.8... 27588 4770.006 1 .85 C5.2.1.. Company : Tri State Engineering, Inc. Designer : KR Job Number : Member Section Deflections (By Combination) (Continued) Member Label Sec x in in Member Cold Formed Steel Code Checks (By Combination) floor joist n L/v Ratio Aug 20, 2008 L� 10:35 AM Checked By: Pnflbl Tnflbl Mn lb-ft Cb Cm Eon NOTE: A SINGLE JOIST CAN CARRY DESIGN STESSES HOWEVER DOUBLE JOIST ARE USED TO REDUCE DEFLECTION THAT OCCURS WHEN UNBALANCED LOADS ARE CONSIDERED RISA -2D Version 8.0.3 [K: \PHO STEELJOIST.r2d] Page 3 "IV g /zdjq TSE PROJECT: ® CLIENT : E rgFr -iaari rig JOB NO.: DATE: PAGE: DESIGN BY : REVIEW BY : Joist Design Based on AISI 2001 & ICBO ER - 4943P INPUT DATA & DESIGN SUMMARY SECTION & SPACING JOIST SPAN L = 11 ft DEAD LOAD LIVE LOAD LATERAL SUPPORTED ? (0 =No, 1= compression flange, 2= tension flange) DEFLECTION LIMITATION FOR LIVE LOAD ? (0 =No., 1= L /240, 2= L /360, 3= L /180, 4= L /120) ANALYSIS SECTION PROPERTIES OF EACH METAL STUD (SSMA page 7 & 8) t = 0.0713 in h = 8 in A = 0.836 in J = 0.001416 in CHECK MAX WEB DEPTH -TO- THICKNESS RATIO (AISI B1.2) hit = 112.20 < 200 [Satisfactory] CHECK FLEXURAL CAPACITY (AISI C3.1) M„K2b = 59.57 in -kips > M [Satisfactory] Where M = [(DL +LL) S + Wt ] L / 8 = 31.98 in -kips S = 16 in o.c., spacing as given. CHECK SHEAR CAPACITY (AISI C3.2) V„ /S2v = 4048 lbs > V [Satisfactory] Where V = [(DL +LL) S + Wt ] L / 2 = 969 lbs CHECK LATERAL- TORSIONAL BUCKLING (AISI C3.1.2) CASE 1: BOTH TOP & BOTTOM FLANGES UNSUPPORTED <== Does not apply. CbroA V F - S Qey6/ f Where Cb= 1.0 r = (r + r + x 3.101 in S� = 1.77 in E = 29500 ksi (AISI pg 18) G = 11300 ksi (AISI pg 21) K = 1.0 K = 1.0 L = 132 in L = 132 in Fc = 8005162 -68 © 16 in o.c (50 ksi) DL = 30 psf LL = 100 psf 1 compression flange 2 L /360 F = 50 ksi Wt = 2.84 lb /ft r = 2.913 in C = 3.047 in Fy , for F >_ 2.78F e 10 r IOF —F y l 1 36F e , for 2.7�F l F , for F 9.1 ksi < 2.78 Fy = 139.0 ksi < 0.56 Fy = 28.0 ksi n b ey = (( 2 ( = 9.1 ksi THE DESIGN IS ADEQUATE. 7.089 in M„ /S2 = 59.57 in -kips 1.757 in V„/S2„ = 4048 lbs 0.53 in x = -0.921 in 4.694 ksi 1 6r = — HI I n ECw = 8.325 ksi Ar �Kt�t)2 q M = 9.70 in -kips < M [Satisfactory] Where S = 1.77 in from SSMA page 7 & 8 0 = 1.67 Mn = ScFc = 16.20 in -kips M = [(DL +LL) S/12 + Wt ] L 8 = 31.98 in -kips CASE 2: BOTTOM FLANGE SUPPORTED ONLY <_= Does not apply. MA = 34.85 in -kips > M [Satisfactory] Where S = 1.76 in from S, S2 = 1.67 R = 0.66 (AISI Table C3.1.3 -1) M = RS = 58.20 in -kips CHECK CAPACITY COMBINED BENDING & SHEAR AT ANY SAME SECTION (AISI C3.3.1) C )2 + vv )2 0.3454 < 1.0 [Satisfactory] Mn Where M = 31.98 in -kips V = 969 lbs V = 4048 lbs n = 1.67 M = MIN( Bending , Buckling) = 99.482 in -kips CHECK DEFLECTION M = DETERMINE SCREWS AT EACH LEG OF CONNECTION (SSMA page 48) Vmax = 969 lbs vallow = 0 lbs / screw, for # 8 screws. 523 lbs / screw, for # 10 screws. 557 lbs / screw, for # 12 screws. 59.57 in -kips, from SSMA page 7 & 8 for bending only. nbAl J = 0.54 > 0.5 nvV ] = Mn lVn 0.6 S2 + S2 = 0.5614 < 1.3 [Satisfactory] Mn l Vn 0.24 < 0.7 5(LL S)L ALL= = 0.21 in < L /360 = 0.37 in [Satisfactory] 384E1 #8 screws inadequate. (2)- # 10 screws required. (2)- # 12 screws required. Technical References: 1. AISI STANDARD, 2001 Edition. American Iron and Steel Institute. 2. SSMA, Product Technical Information, ICBO ER- 4943P, Steel Stud Manufactures Association, 2001. (cont'd) - 300Ib /ft - 300Ib /ft Loads: LC 2, DL +LIVE Results for LC 2, DL +LIVE Reaction units are lb and k -ft Tri State Engineering, Inc. KEITH 8269.9 - 980lb /ft STEEL BEAM - 1260Ib /ft 17240 Aug 20, 2008 at 2:21 PM PHO STEEL BEAM.r2d 1 N1 0 0 0 2 N2 3.25 0 0 3 N3 23.75 0 0 4 N4. 28.75 0 0 1 IVICIIIUCI LQUCI M1 vll�v.�vi� Y v• u�... �..y.,,......,i.,,......._.._,. -100 ...... �...._.- . -�. -.. _. -.. -100 - ___..- ___.___. _.._ 0 _ - 0 2 M2 Y ' ' -100 -100 0 4 3 M2 Y -280 -280 4 0 4 M3 Y;' -360 -360 0 0 1 M1 Ni N2 2 BM Beam Wide Flange HR STL Typical 2 M2 N2 N3 Gravity BM Beam Wide Flange HR STL Typical 3 M3 N3 N4 BM Beam Wide Flange HR STL Typical 1 I-QUGI M1 BM 3.25 2 Gravity 2 M2 BM " 20.5 2 Gravity 3 M3 BM 5 2 Gravity Company : Tri State Engineering, Inc. Designer : KEITH Job Number : Hot Rolled Steel Properties Label HR STL Hot Rolled Steel Section Sets 1 Label BM Shape W 10X30 Joint Coordinates and Temperatures Joint Boundary Conditions Joint Label Member Primary Data I Jo E [ksil 29000 Type Beam X [k/in STEEL BEAM G [ksi] Design List Wide Flange Y fk/in Nu .3 Material HR STL Design Rules Typical Therm ( \1 E5 F) Densitv[k/ft ^3] .65 .49 A fin21 8.84 Rotationf k- ft/rad 74 Aug 20, 2008 2:21 PM Checked By: Yield[ksi] 50 I I (90 270) fi... I (0 180) fin41 16.7 170 Footin N2 N3 Reaction 1 Reaction Reaction 1 Design Rules Hot Rolled Steel Design Parameters - outfftl Lb in[ftl Lcomp t Lcomn b... K -out Kin Cm Cb Out ... In s... Basic Load Cases 1 LIVE None 1 4 BLC Description DEAD Member Distributed Loads (BLC 1 : DEAD) Member Distributed Loads (BLC 2 : LIVE) M1 M2 -200 -200 -200 -200 M -mber Label Category None X Gravit RISA -2D Version 8.0.3 [K: \RISA FILES \PHO STEEL BEAM.r2d] Y Gravity Joint O Function Point Distributed O Direc ion S a Ma nitude lb /ft ... End Ma : nitude lb ft d.. Start Location ft % End Locati n ft % Page 1 1 2 N2 0 8269.855 0 2 ` 2 N3 0 17239.961 0 3 2 Totals: 0 25509.816 3 4 < 2 COG (ft): X: 17.104 Y: 0 M2 : 1 2 M1 1 0 .301 NC .151 NC 3 3 0 0 NC M2 : 1 0 0- NC Company : Tri State Engineering, Inc. Designer : KEITH Job Number : Member Distributed Loads (BLC 2 : LIVE) (Continued) 3 M2 M3 Y -700 -900 -700 -900 4 0 Joint Loads and Enforced Displacements (BLC 1 : DEAD) Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor D 1 DL +LIVE Yes Y - 1 1 1 2 Joint Reactions (By Combination) Member Section Forces 1 3 5 7 2 2 M1 M2 M3 1 3 2 1 3 0 0 0 0 0 0 - 536.381 - 1072.762 7197.093 - 436.233 - 10789.558 6450.403 3225.201 0 0 .436 1.743 1.743 - 41.406 16.126 16.126 4.032 0 9 LC Member Label Joint Label N1 Member Label Member Section Stresses LC Member Label STEEL BEAM Direction Start Magnitude[Ib /ft.... End Magnitude[Ib /ft.d.. Start Location[ft, %] Sec L, D, M Sec L Axial[lb] 1 3 5 7 9 2 2 M1 M2 M3 1 3 2 1 3 0 0 0 0 0 0 -.171 -.342 2.291 -.139 -3.435 ! . 2.054 1.027 0 0 -.161 -.644 -.644. 15.301 -5,959 -5.959 -1.49 0 161 .644 .644 - 15.301 5.959 5.959 1.49 0 Member Section Deflections (By Combination) Axial[ksi] RISA -2D Version 8.0.3 [K : \RISA FILES \PHO STEEL BEAM.r2d] Direction Y Y fI Shear[Ib) Shear[ksi] Top Bending[ksi] Aug 20, 2008 2:21 PM Checked By: 0 MZ f k -ft End Location[ft, %] Magnitude[Ib,k -ft in rad Ib *s ^2 /ft] Moment k -f[ t] Bot Bending[ksi] 0 Page 2 5 2 LV I IVIGI1 il/ci Suva•. v vv.. . . • ••• 409.431 NC 7 2 2 M M3 1 1 0 0 0 0 N NC .187 N NC g 3 3 0 0 . .365 N NC VI I IJ vv .r.ui, wvi.., •,,...... ..... ._. �....r. .._. _... ._. .._ _._ . -- --__ _" ---. __ 1 2 M1 W 10X30 .019 3.25 .017 3.25 258835.508 91.317 2.339 H1-1 b M2 W 1 OX30 .454 9.832 .172 20.5 " 210271.277 91.317 1.183 H1 -1 b 3 2 M3 W 10X30 .177 0 .103 0 258835.508 91.317 2.312 Hl-lb Company Designer Job Number Tri State Engineering, Inc. KEITH STEEL BEAM Member Section Deflections (By Combination) (Continued) (n) LA/ Ratio Aug 20, 2008 2:21 PM Checked By: Member AISC 13th ASD Steel Code Checks (By Combination) G( w /6),('3o 1c RISA -2D Version 8.0.3 [K: \RISA FILES \PHO STEEL BEAM.r2d] Page 3 Company Designer Job Number Tri State Engineering, Inc. KEITH STEEL BEAM Member Section Deflections (By Combination) (Continued) (n) LA/ Ratio Aug 20, 2008 2:21 PM Checked By: Member AISC 13th ASD Steel Code Checks (By Combination) G( w /6),('3o 1c RISA -2D Version 8.0.3 [K: \RISA FILES \PHO STEEL BEAM.r2d] Page 3 TSE PROJECT: PHO CLIENT : Ines r!,) JOB NO.: TYPICAL HEADER DATE: PAGE: 8 DESIGN BY : REVIEW BY : Box Beam Design Based on AISI 2001.& ICBO ER4943P INPUT DATA & DESIGN SUMMARY VERT. MEMBERS 2 x 800S162-68 (TOTAL SECTION: 4 x 8 , 50 ksi ) SPAN DEAD LOAD LIVE LOAD L= 7 ft BEAM / HEADER. SECTI ❑N 1 compression flange supported 2 L /360 (0 =No., 1= L /240, 2= L /360, 3= L /180, 4= L /120) THE DESIGN IS ADEQUATE. DL = 0.3 kips / ft LL = 1 kips / ft COMPRESSION FLANGE SUPPORTED ? (O =No, 1 =Yes) DEFLECTION LIMITATION FOR LIVE LOAD ? ANALYSIS SECTION PROPERTIES OF EACH VERTICAL STUD (SSMA page 7 & 8) t = 0.0713 in Fy = 50 ksi I, = 7.089 in M = 59.57 in -kips h = 8 in Wt = 2.84 lb /ft S, = 1.757 in V = 4048 lbs A = 0.836 in r = 2.913 in r = 0.53 in x = -0.921 in J = 0.001416 in C = 3.047 in CHECK MAX WEB DEPTH -TO- THICKNESS RATIO (AISI B1.2) h /t= 112.20 < 200 [Satisfactory] CHECK FLEXURAL CAPACITY (AISI C3.1) M„ /S2y = 9.93 ft -kips > M [Satisfactory] Where M = (DL + LL + Wt) L 8 = 8.00 ft -kips CHECK SHEAR CAPACITY (AISI C3.2) V„/S2v = 8.10 kips > V [Satisfactory] Where V = (DL + LL + Wt ) L / 2 = 4.57 kips CHECK LATERAL- TORSIONAL BUCKLING (AISI C3.1.2.2) <_= Does not apply. 0.360 JEGJI y = L 1.16 ft < L F Where Cb = 1.0 Sf = 3.54 in (total vertical studs, SSMA page 7 & 8.) E = 29500 ksi (AISI page 18) G = 11300 ksi (AISI page 21) l = 5.033 in (neglecting top & bottom tracks conservatively.) J = 0.003 in Cb2r VEGJI = K Where K = 1.0 L = 84 in Fe = 23.0 ksi < 2.78 Fy = 139.0 ksi < 0.56 Fy = 28.0 ksi Fy , for F F c = 10 ( j Fy1 36; lOF y for 2.78 F e >_0.56F = 23.0 ksi Fe , for Fe50.56Fe Mn/nb = Where CHECK CAPACITY COMBINED BENDING & SHEAR AT ANY SAME SECTION (AISI C3.3.1) J) II l Vn J 0.9674 < 1.0 [Satisfactory] M Where M = 8.00 ft -kips V = 4.57 kips V = 8.10 kips S2 = 1.67 M = MIN( Bending , Buckling) = 16.58 ft -kips CHECK DEFLECTION 4.07 S = nb = M = S = 81.52 in -kips M = (DL + LL + Wt ) L / 8 = 8.00 ft-kips (M) 0.81 > 0.5 0.6( + C ) V I 1.0478 < 1.3 [Satisfactory] Mn IVn 5(LL)L ALL = 384EI ft-kips < M [Satisfactory] 3.54 in (total vertical studs, SSMA page 7 & 8.) 1.67 M /S2b = 9.93 ft-kips, for bending only. = 0.56 < 0.7 0.13 in < L /360 = 0.23 in [Satisfactory] Technical References: 1. AISI STANDARD, 2001 Edition. American Iron and Steel Institute. 2. SSMA, Product Technical Information, ICBO ER- 4943P, Steel Stud Manufactures Association, 2001. (cont'd) HEADER INPUT: Uniform Loading w (DL) w (LL) Roof (psf) 0 0 Tributary (ft) 0 0 Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 30 100 Tributary (ft) 1 1 Other (plf) 10 0 RESULTS: VI (DL) 265 lbs. Vr (DL) 635 lbs. 40 100 plf plf VI (LL) 625 lbs. TSE Engineering w (TL) 140 plf Vr (LL) 1475 lbs. Span Length L 4 ft Concentrated Loading Load Xc P (DL) P (LL) 1 3 740 1700 2 ft lbs VI (TL) Vr (TL) M (DL) 890 2110 635 lbs. lbs. ft.lbs. lbs M (LL) 1475 ft.lbs. Job #: By: Page: 9 0 P (TL) 2440 0 lbs M (TL) 2110 ft.lbs. M 211 a ('2) /I777 '6F OP a e H55 4x2,s /' ® 77 PROJECT: PHO ®r.,aarr. ,g CLIENT: JOB NO. : DATE: TYPICAL STUD PAGE : 10 DESIGN BY : REVIEW BY : Wall Stud Design Based on AISI 2001 & ICBO ER -4943P ..: INPUT DATA & DESIGN SUMMARY SECTION & SPACING WALL HEIGHT SERVICE GRAVITY LOAD P = 1240 lbs /ft SERVICE LATERAL LOAD = 5 psf SERVICE PARAPET LOAD w = 0 psf ECCENTRICITY e = 0 in DEFLECTION LIMITATION ? 1 h /240 (0 =No., 1= h /240, 2= h /360, 3= h /180, 4= h /120) CHECK MAX WEB DEPTH -TO- THICKNESS RATIO (AISI B1.2) t / (thk) = 61.84 < 200 [Satisfactory] Where 350S125 -54 @ 16 in o.c (50 ksi ) h= 10 ft h = 0 ft V2= hw -V 33 lbs/stud V = h w S = 0 lbs / stud V = 0.75 MAX( V , V2 , V3) = 25 lbs / stud S wi (plf /ft) Shear Moment THE DESIGN IS ADEQUATE. ANALYSIS SECTION PROPERTIES OF EACH METAL STUD (SSMA page 7 & 8) thk = 0.0566 in Fy = 50 ksi l, = 0.603 in M = 9.71 in -kips t = 3.5 in Wt = 1.15 lb /ft S, = 0.324 in VA), = 3446 lbs A = 0.337 in r = 1.344 in r = 0.402 in x = -0.781 in J = 0.00036 in C = 0.127 in6 CHECK FLEXURAL CAPACITY (AISI C3.1) M„/f2 = 9.71 in -kips / stud > M [Satisfactory] z Where x = +h � +h ° � Pe 5.00 ft 2h hw, rr 1 2 M , = 2 h2 L Pe+ Z'( —h;) I S = 1.00 in -kips / stud S = 1.333 It o.c., spacing as gaven. M2 = w2h s = 0.00 in -kips / stud 2 viz (plf/ t) Shear Moment M = 0.75 MAX( M , M = 0.75 in -kips / stud, (0.75 for wind /seismic, from AISI App. A4.1.2, typical) CHECK SHEAR CAPACITY (AISI C3.2) V = 3446 lbs / stud > V [Satisfactory] (h +2 /n + he S = 33 V�= �h + hv�H� — lbs / stud CHECK CAPACITY COMBINED BENDING & SHEAR AT ROOF /FLOOR SECTION (AISI C3.3.1) C� ) 2 +C 5E-05 < 1.0 [Satisfactory] Mn V Where M = 0.00 in -kips / stud, (0.75 included) V = 25 lbs / stud, (0.75 included) V = 3446 lbs / stud, from SSMA page 7 & 8. M = 9.71 in -kips / stud, from SSMA page 7 & 8. LA 19 1- Ada/ ( nbA l = 0.00 < 0.5 I V'' J 0.01 < 0.7 M 0.60 J 0.0073 < 1.3 [Satisfactory] Mn lI vn JJ CHECK COMPRESSION CAPACITY WITH, AT LEAST, ONE FLANGE THROUGH - FASTENED TO SHEATHING (AISI C4.6) P /SZ = 3.62 kips / stud > P [Satisfactory] Where = 1.8 P„ = C AE / 29500 = 6.51 kips / stud C (0.79 x + 0.54) = 0.959 C =(1.17 at +0.93)= 0.996 C3 = a (2.5b - 1.63d) + 22.8 = 20.220 E = 29500 ksi (AISI pg 18) P = 1.77 kips / stud (included wall weight, 18psf.) CHECK CAPACITY COMBINED AXIAL LOAD & BENDING (AISI C5.2.1) S2cP + S2bCmM_ P Myj2 Where M = 0.75 in -kips / stud, (0.75 included) P = 1.77 kips / stud P L = 3.62 kips / stud M = 9.71 in -kips / stud C = 1.0 , r 2 EIx PEx = 2 = 12.19 kips / stud (KxLx) a =1 -�`� - 0.738 PEx CHECK DEFLECTION 0.59 < 1.0 [Satisfactory] S(w1S)L � - = 0.08 in < h /240 = 0.50 in [Satisfactory] 384E/ (cont'd) NOTE : 1. STUD FLANGES SHALL BE FASTENED TO SHEATHING AT EACH SIDE OF WALL BEFORE VERTICAL LOAD ADDED. 2. THE LATERAL LOADS MAY BE REDUCED BY 0.75 PER AISI APPENDIX A.4.1.2 . Technical References: 1. AISI STANDARD, 2001 Edition. American Iron and Steel Institute. 2. SSMA, Product Technical Information, ICBO ER- 4943P, Steel Stud Manufactures Association, 2001. TSE PROJECT: PHO CLIENT : E rig lraarlr-'g JOB NO.: DATE: BUILT - UP COLUMN IN WALL PAGE : I DESIGN BY : REVIEW BY : Jamb /Column Design Based bn AISI 2001 & ICBO ER- 4943P, INPUT DATA & DESIGN SUMMARY VERT. MEMBERS 2 x 350S125 - (TOTAL SECTION: 3.5 x 3 , INSIDE 3.5 in THK. WALL) HEIGHT h = 9 ft SERVICE GRAVITY LOAD P = 4 kips SERVICE LATERAL LOAD w = 0.005 kips / ft DEFLECTION LIMITATION ? 1 h /240 (O =No., 1= h /240, 2= h /360, 3= h /180, 4= h /120) CHECK MAX WEB DEPTH -TO- THICKNESS RATIO (AISI B1.2) t / (thk) = 61.84 < 200 [Satisfactory] (50 ksi) ANALYSIS SECTION PROPERTIES OF EACH VERTICAL STUD (SSMA page 7 & 8) thk = 0.0566 in Fy = 50 ksi I = 0.603 in t = 3.5 in Wt = 1.15 lb /ft Sxx = 0.324 in A = 0.337 in r = 1.344 in ry = 0.402 in J = 0.00036 in C„„ = 0.127 in CHECK FLEXURAL CAPACITY (AISI C3.1) M = 1.62 ft -kips > M [Satisfactory] Where M = 0.75 w h / 8 = 0.04 ft -kips, (0.75 for wind /seismic, from AISI App. A4.1.2, typical) CHECK SHEAR CAPACITY (AISI C3.2) V = 6.89 kips > V [Satisfactory] Where V= 0.75wL/2= 0.02 kips CHECK COMPRESSION CAPACITY WITH, AT LEAST, ONE FLANGE THROUGH - FASTENED TO SHEATHING (AISI C4.6) 13, 2, = 7.24 kips > P [Satisfactory] Where f2 = 1.8 P„ = C AE / 29500 = 13.03 kips C = (0.79 x + 0.54) = 0.959 C =(1.17 at +0.93)= 0.996 C3 = a (2.5b - 1.63d) + 22.8 = 20.220 E = 29500 ksi (AISI pg 18) P = 4.02 kips (included studs weight.) CHECK CAPACITY COMBINED BENDING & SHEAR AT ANY SAME SECTION (AISI C3.3.1) (52 2 (c41, 2 (Mn) Vn) = 0.0003 < 1.0 [Satisfactory] JAMB / WALL COLUMN SECTION THE DESIGN IS ADEQUATE. Where M = 0.03 ft -kips, (0.75 included) V = 0.01 kips, (0.75 included) V = 6.89 kips M = 1.62 ft -kips r = [ L-11,V ) = 0.00 < 0.7 Mn 0.02 < 0.5 n 0 V?' = 0.0124 < 1.3 [Satisfactory] M„/S2b = 9.71 in -kips V = 3446 lbs xo = -0.781 in CHECK CAPACITY COMBINED AXIAL LOAD & BENDING (AISI C5.2.1) S2c' + nbC m M_ Pn M,jl Where M = 0.03 ft -kips, (0.75 included) P = 4.02 kips P = 7.24 kips M = 1.62 in -kips C 1.0 7r PEx = 2 — 30.10 kips (KxLx) CHECK DEFLECTION a =1 52�= PEx 0.58 < 1.0 [Satisfactory] 0.760 4 0 384E1 0.02 in < h /240 = 0.45 in [Satisfactory] NOTE : 1. STUD FLANGES SHALL BE FASTENED TO SHEATHING AT EACH SIDE OF WALL BEFORE VERTICAL LOAD ADDED. 2. THE LATERAL LOADS MAY BE REDUCED BY 0.75 PER AISI APPENDIX A.4.1.2 . Technical References: 1. AISI STANDARD, 2001 Edition. American Iron and Steel Institute. 2. SSMA, Product Technical Information, ICBO ER- 4943P, Steel Stud Manufactures Association, 2001. (cont'd) ® TSE PROJECT: PHO ® CLIENT E r�glriaarf r - , JOB NO.: DATE: TUBE STEEL COLUMN PAGE : / DESIGN BY : REVIEW BY : Tube/ Pipe Column Design Based on AISC Manual 13th Edition (AISC 360 -05) ;'t....; • INPUT DATA & DESIGN SUMMARY COLUMN SECTION (Tube or Pipe) HSS3.5X3.5X1 /8 Tube COLUMN YIELD STRESS Fy = 46 ksi DIMENSIONS H = 10 ft AXIAL LOAD, ASD P = 10 kips STRONG AXIS BENDING ? (1 =Yes, 0 =No) = > 0 no, weak axis, y -y, bending. BENDING LOAD, ASD w= 0.01 k / ft THE DESIGN IS ADEQUATE. ANALYSIS CHECK COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360 -05, H1) { Pr + 8 ( Mrx + MrY ) for P' >_0.2 Pc 9 Mcx Mcy Pc P' + 1Mrx + Mry for -1. .<0.2 2P Mcr M P = 0.42 < 4/3 [Satisfactory] Where KL r = 10 ft, for x -x axial load. KL y = 10 ft, for y -y axial load. (KL / r) = 87 < 200 [Satisfactory] P = 10 kips M, = 0 ft -kips, at middle of column M, = 0.125 ft -kips, at middle of column P = P / f = 42 / 1.67 = 25.361 kips, (AISC 360 -05 Chapter E) > P [Satisfactory] M = M / ilb = 7.3983 / 1.67 = 4.4301 ft -kips, (AISC 360 -05 Chapter F) > 3/4 M [Satisfactory] M = M / _On = 7.3983 / 1.67 = 4.4301 ft-kips, (AISC 360 -05 Chapter F) > 3/4 M, [Satisfactory] CHECK LATERAL DEFLECTION 5wH4 0.03 in AMed — 384E1 L / 240 = 0.50 in [Satisfactory] Where E = 29000 ksi Ix = 2.9 in4 a I = 2.9 in 7• £ PROJECT: '021===fflm CLIENT Et-,g Fr,aar JOB NO. : DATE: PAGE: DESIGN BY : REVIEW BY : Tube / Pipe Column Design Basedon AISC Manual 13th Edition (AISC 360 -05) INPUT DATA & DESIGN SUMMARY COLUMN SECTION (Tube or Pipe) COLUMN YIELD STRESS DIMENSIONS AXIAL LOAD, ASD STRONG AXIS BENDING ? (1 =Yes, 0 =No) BENDING LOAD, ASD THE DESIGN IS ADEQUATE. ANALYSIS CHECK COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360 -05, H1) Pr + Mrx +M , for - P 9 M cx M P = 0.71 < 4/3 [Satisfactory] —& -+ rxrx + +Mry for P' <0.2 2P M M cy Pc Where KL = 10 ft, for x -x axial load. KL y = 10 ft, for y -y axial load. (KL / r)max = 87 < 200 [Satisfactory] P = 18 kips M = 0 ft-kips, at middle of column M , = 0 ft-kips, at middle of column P = P„ / Q = 42 / 1.67 = 25.361 kips, (AISC 360 -05 Chapter E) > P [Satisfactory] 7.3983 / 1.67 = 4.4301 ft -kips, (AISC 360 -05 Chapter F) > 3/4 M [Satisfactory] 7.3983 / 1.67 = 4.4301 ft -kips, (AISC 360 -05 Chapter F) > 3/4 M, [Satisfactory] Mcx = Mn b = M = M / 12b = CHECK LATERAL DEFLECTION 5wH 0.00 in �`�`� = 384E/ HSS3.5X3.5X1/8 Tube Fy = 46 ksi H = 10 ft P = 18 kips > 0 no, weak axis, y -y, bending. w= 0 k/ft L / 240 = 0.50 in Where E = 29000 ksi / = 2.9 in /y = 2.9 in [Satisfactory] TSE PROJECT: ® CLIENT : En g In 96 ring JOB NO.: DATE : PAGE : DESIGN BY : REVIEW BY : L3 Tube Base Plate Design Based on AISC Manual 13th Edition (AISC 360 -05) INPUT DATA & DESIGN SUMMARY AXIAL LOAD OF COMPRESSION STEEL PLATE YIELD STRESS CONCRETE STRENGTH COLUMN SIZE BASE PLATE SIZE AREA OF CONCRETE SUPPORT (geometrically similar to and concentric with the loaded area.) USE 6 x 6 ]l4 in thick plate I/ z ANALYSIS CHECK BEARING PRESSURE (AISC 360 -05 J8) P = 17 kips, ASD Fy = 60 ksi f 2.5 ksi _> HSS3.5X3.5X1 /8 N = 6 in B = 6 in A2 = 2304 in p f `' M/N 0.85MAX , 1 , 1.7 Where Ai = 36 in actual area of base plate. Pc = 2.50 DETERMINE VALUES OF m, n, n', X , and X (AISC 13th Page 14 -5) 61.20 kips m = 0.5 (N - 0.95 d) = 1.34 in n = 0.5 (B - 0.95 b ) = 1.34 in n' = 0.25 (d b) °.5 = 0.88 in X =MIN 4db 112cpa 1 = 0.28 r \ (d +b) l P p = MINI 247 , 1 J = 0.57 1+4 Where d = 3.50 in, depth of column section. b = 3.50 in, width of column section. DETERMINE REQUIRED THICKNESS OF BASE PLATE (AISC 13th Page 14 -6) 3.33p Inun — F VBN — 0.22 in Where / = MAX (m, n, d n') = 1.34 in n [Satisfactory] b 0.95 b B > P a-, z TSE— PROJECT: PHO ® CLIENT : JOB NO.: DATE: TUBE STEEL COLUMN PAGE : 1 4. DESIGN BY : REVIEW BY : Tube / Pipe Coluriin Design Based on AISC Manual 13th Edition (AISC 360 -05). :',':.`!:. ; .-1:: INPUT DATA & DESIGN SUMMARY COLUMN SECTION (Tube or Pipe) COLUMN YIELD STRESS Fy = 46 ksi DIMENSIONS H = 10 ft AXIAL LOAD, ASD P = 2.5 kips STRONG AXIS BENDING ? (1 =Yes, O =No) => 0 no, weak axis, y -y, bending. BENDING LOAD, ASD w= 0.01 k / ft THE DESIGN IS ADEQUATE. ANALYSIS CHECK COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360 -05, I-11) 1 Pr 8[Mrx M Pc 9 Mcx Mcy for Pr > 0.2 P Pr + Mrx +Mry , for ..<1;).2 2Pc (Mcx Mcy Pc HSS4X2.5X3 /16 Tube = 0.09 < 4/3 [Satisfactory] Where KL, = 10 ft, for x -x axial load. KL y = 10 ft, for y -y axial load. (KL / r)mex = 120 < 200 [Satisfactory] P = 2.5 kips M, = 0 ft -kips, at middle of column M = 0.125 ft -kips, at middle of column P = P,, / S2 = 36 / 1.67 = 21.502 kips, (AISC 360 -05 Chapter E) > P [Satisfactory] M = M„ / f2 = 10.235 / 1.67 = 6.1287 ft-kips, (AISC 360 -05 Chapter F) > 3/4 M, [Satisfactory] M = M / ..O = 7.3983 / 1.67 = 4.4301 ft-kips, (AISC 360 -05 Chapter F) > 3/4 M, [Satisfactory] CHECK LATERAL DEFLECTION 5wH 0.04 in AMid = 384E1 L / 240 = 0.50 in [Satisfactory] Where E = 29000 ksi I = 4.3 in4 I = 2.06 in4 TSE PROJECT: CLIENT : Enginear JOB NO.: DATE : PAGE : 's DESIGN BY : REVIEW BY : Tube Base Plate Design Based on AISC Manual 13th Edition (AISC 360 -05) INPUT DATA & DESIGN SUMMARY AXIAL LOAD OF COMPRESSION P = 2.5 kips, ASD STEEL PLATE YIELD STRESS Fy = 60 ksi CONCRETE STRENGTH f.' = 2.5 ksi COLUMN SIZE _> HSS4X2.5X3/16 BASE PLATE SIZE N = 8 in B = 2.5 in AREA OF CONCRETE SUPPORT A2 = 24 in2 (geometrically similar to and concentric with the loaded area.) USE 8 x 2.5 in thick plate ANALYSIS I I� CHECK BEARING PRESSURE (AISC 360 -05 J8) Pp / = f c A1 MIN 0.85MAXI ,I i , 1 I , 1.7 = Where A. = 20 in actual area of base plate. .{J = 2.50 DETERMINE VALUES OF m, n, n', X , and A. (AISC 13th Page 14 -5) m= 0.5 (N-0.95 d) = n= 0.5(B- 0.95b) = n'= 0.25(db ) 0.5 = 4db S2 X = MEV [[(d -1-0 Pp 2.10 in 0.06 in 0.79 in 11= 0.13 A_ ( 2,r/ 1) = 0.37 1+ 1 —X Where d = 4.00 in, depth of column section. b = 2.50 in, width of column section. DETERMINE REQUIRED THICKNESS OF BASE PLATE (AISC 13th Page 14 -6) r � _ 1 3.33P = 0.17 in F Where L = MAX (m, n, n') = 2.10 in 18.62 kips 0.95 b > P [Satisfactory] B U) 0 ® TS PROJECT: CLIENT Errgir,aarirrg JOB NO. : DATE: PAGE: DESIGN BY : REVIEW BY : Pad Footing Design Based on ACI 318 -05 INPUT DATA COLUMN WIDTH COLUMN DEPTH BASE PLATE WIDTH BASE PLATE DEPTH FOOTING CONCRETE STRENGTH REBAR YIELD STRESS AXIAL DEAD LOAD AXIAL LIVE LOAD LATERAL LOAD (0 =WIND, 1= SEISMIC) WIND AXIAL LOAD SURCHARGE SOIL WEIGHT FOOTING EMBEDMENT DEPTH FOOTING THICKNESS ALLOW SOIL PRESSURE FOOTING WIDTH FOOTING LENGTH BOTTOM REINFORCING CI C2 b1 b2 f PDL PLL PLAT qs w Di T O B L THE PAD DESIGN IS ADEQUATE. = 3.5 = 3.5 = 6 6 2.5 40 = 5.2 = 12 0 0 0 = 0.11 1.33 = 10 = 1.5 35 = 35 # 4 in in in in ksi ksi k k Wind,ASD k, ASD ksf kcf ft in ksf ft ft DESIGN SUMMARY FOOTING WIDTH FOOTING LENGTH FOOTING THICKNESS LONGITUDINAL REINF. TRANSVERSE REINF. B L T 4 # 4 # CD 3.50 3.50 10 4 4 L ft ft in 12 in o.c. 12 in o.c. ci ANALYSIS DESIGN LOADS (IBC SEC.1605.3.2 & ACI 318 -05 SEC.9.2.1) CASE 1: DL + LL P = 17 kips CASE 2: DL + LL + 1.3W CASE 3: DL + LL + 0.65W 9MAX= L +Ns +( - ws)T = P = P = 17 kips 17 kips CHECK SOIL BEARING CAPACITY (ACI 318 -05 SEC.15.2.2) CASE 1 1.44 ksf, CASE 2 1.44 ksf, q MAX < k 0 a , [Satisfactory] where k = 1 for gravity loads, 4/3 for lateral loads. DESIGN FOR FLEXURE (ACI 318 -05 SEC.15.4.2, 10.2, 10.3.5, 10.5.4, 7.12.2, 12.2, & 12.5) 0.85f{ 1 Mu ( 111 0.383bd,f. P = f` 0.85(3 f EU PMAX .f y e u +E 1.2 DL + 1.6 LL 1.2 DL +LL +1.6W 0.9DL +1.6W CASE 3 1.44 ksf Pu = Pu = Pu = PMV, = M1N 1 0.0018 4 I 25 kips 18 kips 5 kips LONGITUDINAL T TRANSVERSE d 6 6.75 6 6.50 b 4 42 4 42 q u,max 2 2.08 2 2.08 M 8 8.75 8 8.75 p 0 0.002 0 0.002 Pmin 0 0.002 0 0.002 A 0 0.58 0 0.61 ReqD 3 3 # # 4 4 4 # # 4 Max. Spacing 1 18 in o.c. 1 18 in o.c. USE 4 4 # # 4 4 4:0 1 12 in o.c. 4 4 # # 4 . 4 4? 1 12 in o.c. Pmax 0 0.019 0 0.019 Check p prod < p ruax [ [Satisfactory] [ [Satisfactory] TS PROJECT: CLIENT Errgir,aarirrg JOB NO. : DATE: PAGE: DESIGN BY : REVIEW BY : Pad Footing Design Based on ACI 318 -05 INPUT DATA COLUMN WIDTH COLUMN DEPTH BASE PLATE WIDTH BASE PLATE DEPTH FOOTING CONCRETE STRENGTH REBAR YIELD STRESS AXIAL DEAD LOAD AXIAL LIVE LOAD LATERAL LOAD (0 =WIND, 1= SEISMIC) WIND AXIAL LOAD SURCHARGE SOIL WEIGHT FOOTING EMBEDMENT DEPTH FOOTING THICKNESS ALLOW SOIL PRESSURE FOOTING WIDTH FOOTING LENGTH BOTTOM REINFORCING CI C2 b1 b2 f PDL PLL PLAT qs w Di T O B L THE PAD DESIGN IS ADEQUATE. = 3.5 = 3.5 = 6 6 2.5 40 = 5.2 = 12 0 0 0 = 0.11 1.33 = 10 = 1.5 35 = 35 # 4 in in in in ksi ksi k k Wind,ASD k, ASD ksf kcf ft in ksf ft ft DESIGN SUMMARY FOOTING WIDTH FOOTING LENGTH FOOTING THICKNESS LONGITUDINAL REINF. TRANSVERSE REINF. B L T 4 # 4 # CD 3.50 3.50 10 4 4 L ft ft in 12 in o.c. 12 in o.c. ci ANALYSIS DESIGN LOADS (IBC SEC.1605.3.2 & ACI 318 -05 SEC.9.2.1) CASE 1: DL + LL P = 17 kips CASE 2: DL + LL + 1.3W CASE 3: DL + LL + 0.65W 9MAX= L +Ns +( - ws)T = P = P = 17 kips 17 kips CHECK SOIL BEARING CAPACITY (ACI 318 -05 SEC.15.2.2) CASE 1 1.44 ksf, CASE 2 1.44 ksf, q MAX < k 0 a , [Satisfactory] where k = 1 for gravity loads, 4/3 for lateral loads. DESIGN FOR FLEXURE (ACI 318 -05 SEC.15.4.2, 10.2, 10.3.5, 10.5.4, 7.12.2, 12.2, & 12.5) 0.85f{ 1 Mu ( 111 0.383bd,f. P = f` 0.85(3 f EU PMAX .f y e u +E 1.2 DL + 1.6 LL 1.2 DL +LL +1.6W 0.9DL +1.6W CASE 3 1.44 ksf Pu = Pu = Pu = PMV, = M1N 1 0.0018 4 I 25 kips 18 kips 5 kips /;.4 CHECK FLEXURE SHEAR (ACI 318 -05 SEC.9.3.2.3, 15.5.2, 11.1.3.1, & 11.3) ¢V n = 20bd c. CHECK PUNCHING SHEAR (ACI 318 -05 SEC 15.5.2, 11.12.1.2, 11 12 6, & 13.5.3.2) 0Vn= ( +Y) OlI A 45.22 kips where 0 = 0.75 (ACI 318 -05, Section 9.3.2.3 ) a. = ratio of long side to short side of concentrated load = 1.00 bo = c1 + c + b + b + 4d = 45.5 in A = bpd = 301.4 in y r BL = MIN(2 , 4 / p , 40 d / = 2.0 Vu = pu, max [1— I (b' +c' 2 1l +dl(b2 +2 J +dJJ= 23.57 kips < �V n [Satisfactory] (cont'd) LONGITUDINAL TRANSVERSE V, 7.19 7.34 4 0.75 0.75 (W 21.3 20.5 Check V < OV„ [Satisfactory] [Satisfactory] /;.4 CHECK FLEXURE SHEAR (ACI 318 -05 SEC.9.3.2.3, 15.5.2, 11.1.3.1, & 11.3) ¢V n = 20bd c. CHECK PUNCHING SHEAR (ACI 318 -05 SEC 15.5.2, 11.12.1.2, 11 12 6, & 13.5.3.2) 0Vn= ( +Y) OlI A 45.22 kips where 0 = 0.75 (ACI 318 -05, Section 9.3.2.3 ) a. = ratio of long side to short side of concentrated load = 1.00 bo = c1 + c + b + b + 4d = 45.5 in A = bpd = 301.4 in y r BL = MIN(2 , 4 / p , 40 d / = 2.0 Vu = pu, max [1— I (b' +c' 2 1l +dl(b2 +2 J +dJJ= 23.57 kips < �V n [Satisfactory] (cont'd) TS E PROJECT: CLIENT : JOB NO. : r-7 aaIirsg DATE: PAGE : DESIGN BY : REVIEW BY : /7 Pad Footing Design Based on ACI 318 -05 INPUT DATA COLUMN WIDTH COLUMN DEPTH BASE PLATE WIDTH BASE PLATE DEPTH FOOTING CONCRETE STRENGTH REBAR YIELD STRESS AXIAL DEAD LOAD AXIAL LIVE LOAD LATERAL LOAD (0 =WIND, 1= SEISMIC) WIND AXIAL LOAD SURCHARGE SOIL WEIGHT FOOTING EMBEDMENT DEPTH FOOTING THICKNESS ALLOW SOIL PRESSURE FOOTING WIDTH FOOTING LENGTH BOTTOM REINFORCING Cl Cs b, b fc' f PDL PLL PLAT qs `Ns Dt T Oa B L THE PAD DESIGN IS ADEQUATE. = 3.5 in = 3.5 in = 5.5 in 5.5 in 2.5 ksi 40 ksi 3 k = 5.5 k 0 Wind,ASD 0 k, ASD 0 ksf kcf ft in ksf ft ft = 0.11 = 1.33 10 1.5 = 3 3 # 4 DESIGN SUMMARY FOOTING WIDTH FOOTING LENGTH FOOTING THICKNESS LONGITUDINAL REINF. TRANSVERSE REINF. B = L = T = 3 k 4 3 # 4 CO 1 3.00 3.00 10 Cl • "OE b ' L ft ft in ANALYSIS DESIGN LOADS (IBC SEC.1605.3.2 & ACI 318 -05 SEC.9.2.1) CASE 1: DL + LL P = 9 kips CASE 2: DL + LL + 1.3 W P = 9 kips CASE 3: DL + LL + 0.65 W P = 9 kips CHECK SOIL BEARING CAPACITY (ACI 318 -05 SEC.15.2.2) CASE 1 0.98 ksf, 9 MAX = BL + 9s +(0.15 - ws)T= DESIGN FOR FLEXURE (ACI 318 -05 SEC 15 4 2, 102 10 3 5, 10 5 4, 7.12.2, 12.2, & 12.5) 0.85f (1 � 1 Mu 11 0.383bd f c P f T 0.85/3j c Eu PMAX f Su + et CASE 2 0.98 ksf, 1.2 DL+ 1.6 LL 1.2DL +LL +1 0.9 DL +1.6W q MAX < k Q a , [Satisfactory] where k = 1 for gravity loads, 4/3 for lateral loads. CASE 3 0.98 ksf Pu = Pu = Pu = P M /N(0.0018_ , 3 p) 12 kips 9 kips 3 kips LONGITUDINAL TRANSVERSE d 6.75 6.50 b 36 36 q u,max 1.38 1.38 M 3.56 3.56 p 0.001 0.001 A 0.001 0.001 A 0.24 0.24 ReqD 2 # 4 2 it 4 Max. Spacing 18 in o.c. 18 in o.c. USE 3 # 4 © 15 in o.c. 3 # 4 ® 15 in o.c. p,,, 0.019 0.019 Check Pprod < Pmax [Satisfactory] [Satisfactory] TS E PROJECT: CLIENT : JOB NO. : r-7 aaIirsg DATE: PAGE : DESIGN BY : REVIEW BY : /7 Pad Footing Design Based on ACI 318 -05 INPUT DATA COLUMN WIDTH COLUMN DEPTH BASE PLATE WIDTH BASE PLATE DEPTH FOOTING CONCRETE STRENGTH REBAR YIELD STRESS AXIAL DEAD LOAD AXIAL LIVE LOAD LATERAL LOAD (0 =WIND, 1= SEISMIC) WIND AXIAL LOAD SURCHARGE SOIL WEIGHT FOOTING EMBEDMENT DEPTH FOOTING THICKNESS ALLOW SOIL PRESSURE FOOTING WIDTH FOOTING LENGTH BOTTOM REINFORCING Cl Cs b, b fc' f PDL PLL PLAT qs `Ns Dt T Oa B L THE PAD DESIGN IS ADEQUATE. = 3.5 in = 3.5 in = 5.5 in 5.5 in 2.5 ksi 40 ksi 3 k = 5.5 k 0 Wind,ASD 0 k, ASD 0 ksf kcf ft in ksf ft ft = 0.11 = 1.33 10 1.5 = 3 3 # 4 DESIGN SUMMARY FOOTING WIDTH FOOTING LENGTH FOOTING THICKNESS LONGITUDINAL REINF. TRANSVERSE REINF. B = L = T = 3 k 4 3 # 4 CO 1 3.00 3.00 10 Cl • "OE b ' L ft ft in ANALYSIS DESIGN LOADS (IBC SEC.1605.3.2 & ACI 318 -05 SEC.9.2.1) CASE 1: DL + LL P = 9 kips CASE 2: DL + LL + 1.3 W P = 9 kips CASE 3: DL + LL + 0.65 W P = 9 kips CHECK SOIL BEARING CAPACITY (ACI 318 -05 SEC.15.2.2) CASE 1 0.98 ksf, 9 MAX = BL + 9s +(0.15 - ws)T= DESIGN FOR FLEXURE (ACI 318 -05 SEC 15 4 2, 102 10 3 5, 10 5 4, 7.12.2, 12.2, & 12.5) 0.85f (1 � 1 Mu 11 0.383bd f c P f T 0.85/3j c Eu PMAX f Su + et CASE 2 0.98 ksf, 1.2 DL+ 1.6 LL 1.2DL +LL +1 0.9 DL +1.6W q MAX < k Q a , [Satisfactory] where k = 1 for gravity loads, 4/3 for lateral loads. CASE 3 0.98 ksf Pu = Pu = Pu = P M /N(0.0018_ , 3 p) 12 kips 9 kips 3 kips /74 CHECK FLEXURE SHEAR (ACI 318-05 SEC.9.3.2.3, 15 5 2, 11 1 3.1, & 11.3) 0vn = 2 0 bd fc CHECK PUNCHING SHEAR (ACI 318 -05 SEC.15.5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) Ovn=( + Y)0 f 44.22 kips where m = 0.75 (ACI 318 -05, Section 9.3.2.3 ) P. = ratio of long side to short side of concentrated load = 1.00 bo = c + c + b., + b + 4d = 44.5 in A = b d = 294.8 in y = MIN(2 , 413 , 40 d / be) = 2.0 Vu= Pu, max l f— B 1 L \\ I b' + 2 c l + d)( b2 + cZ LL 2 J +d IJ = 11.22 kips < 0 V n [Satisfactory] (cont'd) LONGITUDINAL TRANSVERSE V 3.10 3.19 0.75 0.75 OV 18.2 17.6 Check V < eV„ [Satisfactory] [Satisfactory] /74 CHECK FLEXURE SHEAR (ACI 318-05 SEC.9.3.2.3, 15 5 2, 11 1 3.1, & 11.3) 0vn = 2 0 bd fc CHECK PUNCHING SHEAR (ACI 318 -05 SEC.15.5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) Ovn=( + Y)0 f 44.22 kips where m = 0.75 (ACI 318 -05, Section 9.3.2.3 ) P. = ratio of long side to short side of concentrated load = 1.00 bo = c + c + b., + b + 4d = 44.5 in A = b d = 294.8 in y = MIN(2 , 413 , 40 d / be) = 2.0 Vu= Pu, max l f— B 1 L \\ I b' + 2 c l + d)( b2 + cZ LL 2 J +d IJ = 11.22 kips < 0 V n [Satisfactory] (cont'd) August 12, 2008 Duke Pham 10655 NE 4 Street, #400 Bellevue, WA 98004 RE: CORRECTION LETTER #1 Development Application Number D08 -380 What the Pho —17250 Southcenter Py, Suite 132 Dear Mr. Pham: 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. Buildini Department: Allen Johannessen at 206 433 -7163 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) complete 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, Brenda Holt Permit Coordinator encl File No. D08 -380 • City of Tukwila Department of Community Development PAPermit Center\Correction Letters\2008\D08 -380 Correction Ltr #1.DOC wer Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: August 11, 2008 Project Name: What The PHO Permit #: D08 -380 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan 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 common path of egress exceeds 75 feet from the most remote point of the mezzanine to the exit. Revise plan to show length of egress shall not exceed the 75 foot requirement. (IBC 505.3, 1014.3 & 1014.4.3.3) 2. Provide an egress plan. Identify path of egress illumination or provide notes on the plan specifying egress illumination requirements. Path of egress shall show sufficient illumination of 1 foot -candle at the walking surface leading to the exit discharge doorways. (IBC Section 1006) 3. The plan show a Type I hood under the mezzanine. Provide a detailed design with elevations for the mechanical hood duct system that identifies how the hood duct shall be installed in the limited space provided to meet all required clearances. Identify where the horizontal ducts shall be provided with sufficient slope. Provide shaft details for the duct systems. Show where the duct shall not create a public nuisance or a fire hazard at the point of discharge. (2006 IMC 506.3.7, 506.3.10 & 506.3.12.2) 4. Show the 18 inch vertical grab bar along side the accessible toilets. (2003 ANSI 604.5.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. July 22, 2008 Duke Pham 10655 NE Fourth Street, #400 Bellevue, WA 98004 Dear Mr. Pham, Brenda Holt Permit Coordinator Enclosures File: D08 -380 40(A- • • City of Tu Department of Community Development RE: Letter of Incomplete Application # 1 Development Permit Application D08 -380 What the Pho — 17250 Southcenter Py, #132 This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 18, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Public Works Department: Joanna Spencer at 206 - 431 -2440 if you have any questions concerning the following comments. 1. Please complete and return the enclosed King County Non - Residential Sewer Use Certification form. 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, PAPermit Center'dncomplete Letters\2008\D08 -380 Incomplete Ltr # 1.DOC jem Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: July 21, 2008 PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: What the Pho TI 17250 Southcenter Pkwy, Suite 132 PERMIT NO: D08 -380 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please submit executed KC Metro Non - Residential Sewer Use Certification form. P: joanna/comments 1 D08 -380 Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 Kent, WA 98032 -7433 206- 296 -4708 Fax 206- 296 -0163 TTY Relay: 711 www.kingcounty.gov/health July 14, 2008 Duke Pham 10655 NE 4th St, #400 Bellevue, WA 98004 RE: PLANS AND SPECIFICATIONS FOR: What the Pho Southcenter at 17250 Southcenter Pkwy #132, Tukwila, WA 98188 SR1162251 P/E 6723 (Risk 3) Dear Mr. Pham: Public Health Seattle & King County The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following conditions: • Food, food preparation and food service equipment storage area are prohibited under sewer lines that are not shielded to intercept potential drips. • It is strongly recommended that hot water for the hand wash sinks be plumbed from the main hot water heater instead of using an instant warm type water heater unit under each sink. These devices are problematic since they fail to provide water at a temperature of at least 100 degrees Fahrenheit. • Failure to have hot water at a minimum temperature of at least 100 degrees Fahrenheit may result in the suspension of your permit and closure of establishment. Your establishment has been assigned the following plan review service number (SR1162251). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete an application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all oth @r inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require $100.00 fee for a repeat inspection. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office DAB:dg enclosures cc: David Wu, Associate, TSE Architecture, Engineering , Planning SOS -386 RECEIVED JUL 18 2008 PERMIT CENTER D PARTMENTS: ,r i (�ti Bul •� g Division Public Works Complete Comments: PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -380 DATE: 01 -14 -09 PROJECT NAME: WHAT THE PHO SITE ADDRESS: 17250 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 2 After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division n Permit Coordinator DUE DATE: 01-15-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Approved with Conditions n DATE: Not Approved (attach comments) ❑ DATE: DUE DATE: 02-12-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -380 DATE: 10 -22 -08 PROJECT NAME: WHAT THE PHO SITE ADDRESS: 17250 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPA TMENT : �C B i ding Divisio ii Public Works DETERMINATI 'N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-23-08 Complete Comments: REVIEWER'S INITIALS: APPROVALS Oji CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Structural ❑ Permit Coordinator ❑ Incomplete ❑ DATE: DATE: Planning Division Not Applicable Approved I ' Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: TUES/TH U RS ROUTING: - I- Please Route I 1 Structural Review Required n No further Review Required Permit Center Use Only . . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 11-20-08 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: � V ingT3ivision Public Works Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 • PERMIT COORD COPY 41 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -380 DATE: 08 -22 -08 PROJECT NAME: WHAT THE PHO SITE ADDRESS: 17250 SOUTHCENTER PY SUITE 132 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Fire Prevention Structural C Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -26 -08 Incomplete Structural Review Required u Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: n DUE DATE: 09 -23 -08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Bu6ln• + Islo • PERMIT COORD COPY o PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -380 DATE: 07 -30 -08 PROJECT NAME: WHAT THE PHO SITE ADDRESS: 17250 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued Fire Prevention Public Works kI Structural ri 'S KtA E TERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 REVIEWER'S INITIALS: Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions I 1 Notation: REVIEWER'S INITIALS: 0,0 AT a Planning Division Permit Coordinator DUE DATE: 08-05-08 DATE: DATE: Not Applicable Comments: n No further Review Required DUE DATE: 09 -02 -08 1 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Not Approved (attach comments) Tr Permit Center Use Only fJ, CORRECTION LETTER MAILED: ` U� - O1 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ( ►ly/ ACTIVITY NUMBER: D08 -380 DATE: 07 -18 -08 PROJECT NAME: WHAT THE PHO SITE ADDRESS: 17250 SOUTHCENTER PY, SUITE 132 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter #_ Revision # After Permit Issued DEPARTMENTS: Building Division ublic W r s • u ft t - -2 -P) I' S Complete ❑ Comments: Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 • 4 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP f.T APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: 0'1�v t1'UM ►� 22 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Approved with Conditions ❑ Planning Division Permit Coordinator DUE DATE: 07 -22 -08 Not Applicable ❑ Permit Center Use ; ' - ,.q INCOMPLETE LETTER MAILED: 1 4.1-1 LETTER OF COMP ETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 08 -19 -08 Not Approved (attach comments) n DATE: Permit Center Use. Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIT S 1 10 (22(0% (31 AA t1 u,✓ Summary of Revision: Q c, tO & Tl4 --A JP pair& (},i r - C A-t. C� rt, (2 SOFT l , C fn.cs i OA 'NI- - 64M - 1 tbuo GUT i N AA 1, t iv ri,00►'2- Received by: 6 a� �JJ L t ,,,p . REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: ' 'tg wl- ItYi-AV V12 KA PAM tNz- Ma- PLA Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Itc- C A.* A-pp cct l pl1jC c -1-* ( itNCe} ps A ' 'tg wl- ItYi-AV V12 KA PAM tNz- Ma- PLA Received by: (b via-A.- REVISION NO. DATE. RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: r N PERMIT NO: ` ORIGINAL ISSUE DATE: 2,1,1, b SITE ADDRESS: 0-'241j eaC Q`( REVISION LOG (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I A ( I- ( ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued E] Revision requested by a City Building Inspector or Plans Examiner Project Name: 1/J+14 rt0 Project Address: i 1 Z1'1 Sc7U - 4 &F-4 ( Contact Person: 4L, L1 L Phone Number: Zo ‘-- tiZ g — 1 8 9 Summary of Revision: C0I117 1 AV"&a ail' poT Pu'v',► 4 t' (frf BHT T / t s i w,z.- (1 PL) SuthU s— 1^1M C (} 2 — spi-) Ti Agq.g G -.PVi' IV ARA- -- F7 1 Sheet Number(s): A —2— "Cloud" or highlight all areas of revision including date of re Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ti \applications\fonms- 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.tukwila.wa.us Plan ChecWPermit Number: /07 3 go ision Steven M. Mullet, Mayor Steve Lancaster, Director Rtenve cm' OF TtiKw JAN 14 1009 PEAM17 CEM'EA pi Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 0 /-z - 2.1200 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner 40 Project Name: Project Address: Contact Person: Summary of Revision: - 1D0 s .4 L . 7°2 s9ppiT . m ?� vtrl s H,ifT lip (.49 Gw-T o F- 1/L4 "Cloud" or highlight all areas of revision including date of revision Sheet Number(s): Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0 2 applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: V 0 - ?j q 0 Steven M Mullet, Mayor Steve Lancaster, Director CRY OF r tmwu OCT 22 2008 PERMIT CENTEI I 9' to sou-Tff c 7 wr-h Phone Number: "2 ° 6— Z2 ° e — 1 6 g o 08/18/2008 16:06 FAX 4254544383 Date: Q -�2- OS Summary of Revision: G City of Tukwila Received at the City of Tukwila Permit Center by: S ESP in Permits Plus on ' lnpplicationsltornu- applications on Iine\ravision submil.ml croatcd: 8- 13- Rec eived Time Aug. 18. 5: 10PM Rovisod: BUSINESS_SERVICE_CENTER Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: hltp_ / /www•ci.tultwila.waus ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner I J 002 /00;3 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, . Plan Check/Permit Number: D08 -380 Project Name: WHAT l 1 i E Pi-10 Project Address: 17250 Southcenter Py, Suite 132 Contact Person: Duke Pham Phone Number: ►S 7fie4 .1' s I UZ , Pis "Cloud" or highlight all areas of revision including d fm Sheet Number(s): ( . 0 t f2L•�� CPT- ® J (1e • g� r • o rev b y OF� IILA B PERMIT CENTER For • City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /' 3e9 t9 Y . Plan Check/Permit Number: P O - 3 $ . Response to Incomplete Letter # I Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: (jut -w4 'GLe VL0 . Project Address: i 1 7 S 0 5 pu -t L v. 1�{ z (6$. 1AJ 1 Contact Person: Du <. . f L Phone Number: 2 o (1 Summary of Revision: j evi- 'Y' u 5.e 6 &(/- l / 1 < 4/ - Sheet Number(s): "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 7 ` 3 6' k \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: 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 MTV OF TUKWILA pRp CE R Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Z 4 Drinking fountain (each head) 1 .5 1 1 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 1 y Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 g 1 Urinal, flush valve, 1 GPF 5 2 ( S" Urinal, flush valve, >1 GPF 6 2 3 11 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 icing County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 1 2 so 5,7u -tt Cam,ft ttY Property Street Address W City State ZIP 0.k 6 Owner's Name Subdivision Name Subdiv. # Building Name (if applicable) ( X 0 6 ) 6q a9f2 Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Signature of Owner /Representative Total Fixture Units 3.2. Mpg - 380 Lot # RCE Block # • 6 z • For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No 13. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B (0 RCE Gallons /days RCE RECEIVED JUL 3020 PEHMI1 CEN I EF, Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 -684 -1740. I certify that the information given is correct. I understand that th ccity charge levied will be based on this information and any deviation will require resubmission of corrected data tl rprr(ation of a revised capacity charge. Date i 3o Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AMERIAN STATES INS CO 6205105 02/07/2003 Until Cancelled 02/12/2003 $12,000.00 02/12/2003 Name Role Effective Date Expiration Date CHEN, SHAONA PRESIDENT 02/12/2003 Amount CHEN, SHAONA SECRETARY 02/12/2003 01CG303743 CHEN, SHAONA TREASURER 02/12/2003 CHEN, SHAONA VICE PRESIDENT 02/12/2003 SAFECO INSURANCE Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 AMERICAN STATES INS CO 01CG303743 02/07/200402/07 /2009 $1,000,000.0001/18/2008 1 SAFECO INSURANCE 01 CG3037431 02/07/2003 02/07/2004 $500,000.00 02/21/2003 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L8I 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 Phone Address Suite /Apt. City State Zip County ALLEN £t L CONSTRUCTION INC 2067720901 12836 65TH AVE SO SEATTLE WA 98178 KING Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602266279 ACTIVE ALLENLC974C1 CONSTRUCTION CONTRACTOR 2/21/2003 2/21/2009 ALLENC *995R6 GENERAL UNUSED Business Owner Information Bond Information Insurance Information • • https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= ALLENLC974C 1 Page 1 of 2 08/29/2008 ANN TsE ARCHITECTURE ENGINEERING PLANNING 12930 N.E. 178th STREET Woodinville, WA 98072 -5708 (425) 481 -6601 • FAX: 481 -6371 67+ : RECI "I FAL!, , I t ANK�S K�. 9�AK�IAIV s STATE OFWASHINGTONI _ - i PERMiT SET project title: WHAT THE PHO SOUTHGENTER 11250 SOUTHGENTER PKWY TUKWILA, WA 4 48188 -3301 sheet title: FLOOR PLANS 4 SCHEDULES revisions: •1/3 /IDS HEALH 1 DEPARTMENT T COMMENTS CORRECTION NOTICE A\ s /11/08 CONSTRUCTION REVISION 3 1/14/09 — CiiTYUFTUR JAN 142009 PERMIT CENTER designer: DHW drawn: 1NHS checked: ARR date: 4 /2cI /OS scale: 3/16" = I -O" file: 6431 -A sheet #: A_____=. ..... CID 1 2 3 4 5 6 7 8 q 10 I I 12 13 14 15 16 17 15 I 20 21 22 0 CASH REGISTER DRAINBOARD SINGLE -BOWL SINK GLASS WASHER ICE BINS W/ COCKTAIL TRAY BOTH SIDES DROP -IN HAND SINK ALL -IN -ONE WALL- MOUNTED HANDSINK W/6.5" BACKSPLASH Poop PREP TABLE IN/REFRIGERATOR BELOW REACH -IN COOLER STOCK POT 4- BURNERS 1 STEEL STAND 2 -EYE WOK W/WATER FAUCETS DEEP FRYER CHAR BROILERS IN/STAINLESS STEEL STAND STAINLESS STEEL BACKSPLASH FOOD PREP SINK SIDES DISHWASHER 3- COMPARTMENT SINK W/ 2 DRAINBOARDS MOP SINK WALK -IN COOLERS / FREEZER .411111 41111111.. ∎- 4111.1h. ii■& 4111111■ 41111. HOT WATER TANK 1 LB ICE MAKER 5040 FIXED 5.6. WINDOW <20S> CLOSET/ STORAGE r 1 .111......m. 10'-3 I/2" DESCRIPTION WORKTABLE W/5" W/DRAINBOARDS BOTH FLO SINK MECH. SHAF OTHERS) elITTT N / EQUIPMENT LIST 4 2 2 1 2 2 3 5 1 1 1 2 1 EGRESS LIGHT W/ BATTERY, / WIDTH 17.3" 24" IS" IS" 45 "/56" 10" 14 -1/2" 67" 18" " 24" 60" 15 -1/2" IS" 60" 72" 52" q l" 25" 24" DIA. 26" m L & 751 , . .� fi ,TlN. / --�' S 12N 18R 7" o rs LOW WALL e42" A.F.F. DEPTH Iq.S" 24" 24" 24" 24" 14" 1S -1/2" 55 -1/4" 2q -1/2" 21" 28" 41" 11 28 -1/2" 30" 25 -1/2" 52 -5/4" 27" 25" 26 -1/2" • 6" RETURN M- ■11■ <201 HEIC$HT 12.15" 31" 56 - 1/2" 51" 5,11 6 -1/2" 41 -1/2" 78 -1/4" 24 " I i,11 mo. 56" 14" 55.5" 44 -I/2" 65 -1/2" 57" 15 -1/2" 60" 411111. 411.1■ r` " 411M■ AM. 55 -1/2" mamma.* i I1111111 1■■■orm1 X1'1111111r4a; 1:I �71�1111111111�::1��1�:1 .11 *' II II II • Ir �a • i iI / I I Iii 1 i %/Arl 1/I poir LA ' Tni._7 i (t kit 4 1615.F. 54 -56" METAL HANDRAIL BOTH SIDES ALF WALL e42" A.F.F. i POWER I2OV /6OHZ 120V/35AMP I/3HP /SAMP 1/HP/ 10 AMP G10,000 BTU 80,060 BTU 220,000 5Th 105po0 BTU 58,000 BTU GAS W/ EXHAUST 115/60/I MEZZ. FLOOR PLAN SCALE: 3/16' = I'-O" NOTE: POSTED 48 MAX. OCCUPANTS TAL GUARDRAIL 642" A.F.F. W/ 4' POST SPACING MAX. I ■ / SCALE: I" = I'-O" MEZZANINE FLOOR STRUCTURE MAKE SHARP GLAS TENDER GLAS TENDER CMA GLAS TENDER ADVANCE TABOO ADVANCE TABOO TRUE TRUE IMPERIAL DCS IMPERIAL IMPERIAL DOS ADVANCE TABOO LAMBERTSON JACKSON ADVANCE TABOO ADVANCE TABOO CUSTOM GE MANITOWOC PROVIDE ATTACHMENT OF HALF -WALL TO GUARDRAIL POST. FASTEN BOTTOM PLATE OF HALF -WALL W/ 3/16 "x1 -I/2" SIMPSON "TITEN" SCREWS (012 "o.G. PROJECT AREA ER -A550 DBA -24 SWB -18 GL -X CBA -48 PI -1 -25 7 -PS -85 TPP - 67 TM - 52 ISPA - 18 DC524 -4 ICRA -2 AFS -40 RB -825 -C 7 G S25/52q SS 2 LIN 17 - 2DI8 CONSERVER XL q4 5 54 - 18RL q -OP -20 75 GALLON COMMERCIAL r.l0 0Y-0215W I -1/2" DIA. TUBULAR STEEL GUARDRAIL METAL GUARE7 DETAIL NOTE: USE ENAMEL NON -TOXIC WASHABLE PAINT FOR KITCHEN FOOD PREP AREA, BAR, 4 STORAGE AREAS, TYPICAL 'i1I Al 1 111 All L ANDICAP DESIGNATED TABLE e2' -6 MAX. A.F.F. FLO SINK FLOOR SINK FLOOR INK II' -1 I/2" ABV. PROVIDE SEISMIC ID BRACING f%%) r) lk • • 4A, • AIWA% EMERGENCY EXIT SIGN W/ BACK -UP BATTERY, NSTALL NEW EXIT DOOR IN EXISTING WALL IN ACCORDANCE WITH LANDLORD REQUIREMENTS 4'-I' (36" MIN) LOW PARTITION EXISTING MECHANICAL (NO WORK) FLOOR SINKS (36' MIN) 20' -1" HOSTESS STAND LOW PARTITION EXISTING ELECTRICAL (NO YORK) DOOR POS D I" M NI REMAIN UNL KED 14HEN 4' -," (36' MIN) // LETTER BUILDING PROJECT AREA VACANT RETAIL REVISIONS ti m No changes shall be m to the sco E of work without prior approval of P fo Tukwila Building Division. NOT: Revisions will require a new plan submittal `:nd ma7 inc:ude additional plan revi fses. RIZ V _ PeTrnit No. r11: Gul?l� t3 CTTCT3 t�►� r.. �I +t "tiC clocument3 tad,.., C� -. �; " •.t cri cl cdepteti codp CI r.: 0' ""'1'OVw: Fat() Copy Cfl MAXIMUM OPENINGS SUCH THAT A 4" SPHERE CANNOT PASS THROUGH ATTACH PER STRUCTURAL By Date: CV cl Tul1Ys�ila NOTES: 1. FULL -HE iGHT STAINLESS STEEL PANEL WALL BEHIND COOKING LINE, TYP. 2. FULL - HEIGHT FRP PANELS AROUND KITCHEN WALLS, TYP. 3. EXHAUST HOOD SYSTEM 4 FIRE SUPPRESSION SYSTEM BY OTHERS. 4. LAYOUT FIXTURES 4 EQUIPMENT PRIOR TO WALL CONSTRUCTION, TYP. FLIP -UP COUN �.INE W F ALL ABOVE I6'-O" TYPE II EXHAUS HOOD BY OTHERS 41 " TYPE II EXHAUS HOOD BY OTHERS i FOR MEN WOMEN, USE INSTA- HOT UNITS i i i i i i i i i i i 33'-4" (FAO 'TO i i i i i i i i i i PIED' VACANT RETAIL (94 SEATS) (26 SEATS) EGRESS ILLUMINATING LIGHT W/ BACK -UP BATTERY, TYP UP TO MEZZANINE 18Re7 ", I /T ®II" EGRESS ILLUMINATING LIGHT W/ BACK-UP BATTERY, TYP DOOR POSTED I" MINIMUM LE I I =KING: 'TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED' L I- MAIN =LOOK FLAN SCALE: 3/16" = I'-O" O ROOM NAME KITCHEW SERVICE SEATING AREA STORAGE TOILETS/ HALL TOTAL L_ MEZ ( ROOM NAME SERVICE STATION SEATING AREA OFFICE STAIRS TOTAL dQ PT. 46I OCCUPANT LOAD j � ' DOOR SCHEDULE 101 102 103 104 105 106 101 102 I03 104 105 106 201 202 205 204 MAIN OCCUPANT LOAD WIDTH 31 " 5 3 -0" 3 1_ 0 11 3 1 3' -0" i) ALL DOORS REQUIRED FOR ADA COMPLIANCE TO BE FITTED W/ APPROVED LEVER -TYPE HARDWARE 4 SHALL NOT REQUIRE TIGHT GRASPING, Ties 4T PINCHING, OR TWISTING OF THE WRIST TO OPERATE. UNLATCHING SHALL NOT REQUIRE MORE THAN ONE OPERATION. 2) MAX. 1/2" THRESHOLD A.F.F. ROOM FINISH SCHEDULE MAIN FLOOR ENTRY DINING KITCHEN BAR STORAGE REST - ROOMS ROOM FINISH SGHE:DULE MEZZANINE STAIRS DINING OFFICE SERVICE BAR SG.FT. 883 1,484 60 574 3001 Z. OGGUPANT LOA]7 SQ.FT. 61 6q3 131 76 HEIGHT 200 GROSS 15 NET OCCUPANT LOAD FACTOR 300 GROSS 0 15 NET OCCUPANT LOAD FACTOR 200 GROSS 300 GROSS OCCUPANT LOAD TYPE WALL GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD (PAINTED) WATER- RESISTANT &NB BEHIND PLUMBING FIXTURES 4 8' FRP AROUND HALLS, TYP. GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD IAIATER- RESISTANT GIAIB BEHIND PLUMBING FIXTURES 4 TILE WALL GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD (PAINTED) A A A A CEILING EXPOSED GYPSUM WALLBOARD SOFFIT (PAINTED) ACOUSTIC CEILING IN/ WASHABLE TILES MATIPINISH SAFETY GLASS GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD (PAINTED) ACOUSTIC CEILING TILE GEILINIS EXPOSED SOLID- CORE WOOD CORE SAFETY GLASS SOL ID- CORE GAB SOFFIT (PAINTED) GYPSUM (PAINTED) GINI5 SOFFIT (PAINTED) SOLID- CORE N OCCUPANT LOAD 103 OCCUPANT LOAD REMARKS EXISTING STOREFRONT DOOR DOUBLE- SWING DOORS POSTED POSTED "MEN" POSTED "STORAGE" 4 q Gi 0 0 46 0 FLOORINIS N STAINED CONCRETE 1AV 6" RUBBER BASE (COVED SEALED) STAINED CONCRETE IN/ 6" RUBBER BASE (covet? 4 SEALED) SEAMLESS EPDXY STAINED CONCRETE kV/ 6" RUBBER BASE (COVED 4 SEALED) STAINED CONCRETE (COVED 4 SEALED) STAINED CONCRETE IN/ CERAMIC TILE BASE (COVED 4 SEALED) CARPET 1"1/ INOOD BASE CARPET IV 6" RUBBER BASE (COVED 4 SEALED) CARPET IN/ 6" RUBBER BASE (COVED 4 SEALED) CERAMIC TILE 1"1/ 6" CERAMIC TILE BASE REVISION NO. DM' ?7<1 --TsE ARCHITECTURE ENGINEERING PLANNING 12930 N.E. 178th STREET Woodinville, WA 98072 -5708 (425) 481 -6601 • FAX: 481 -6371 PERMIT SET ,!, o.. �. F. p' t t . 0 19969 O NAL project title: WI-1,4T THE F1-40 SOUTHCENTER 11250 SOUTHCENTER PKWY TUKWILA, WA 98188 -3301 sheet title: SOFFIT FRAMING PLAN AND DETAILS revisions: designer: KR drawn: KR checked: TLP date: 10/20/0S scale: AS NOTED file: X043 - 1 - sheet #: 5 4 KNEE —BRACE AND X— BRACE AT 48" O.C.. CONSTRUCT PER DETAIL 5/S -4 � - FACE OF WALL 10' -0" 41 350S150 30 AT 16 "• .c. AI • 1 .:› 11 r 1� SCALE: 1/4" = 1' -0" PLAk 10'x24' SOFFIT 0 N TRACK CONNECTED TO • JOIST PER DETAIL 1/S -4 KNEE —BRACE AND X— BRACE PER DETAIL 5/S -4 5' -0" LEDGER: 350T150 -33 ATTACHED TO EACH STUD WITH (2) #10 SCREWS EXISTING WALL SECTION EXISTING BAR JOIST CONNECT ALL — THREAD TO BAR —JOIST PER DETAIL 3/S -4 (TYPICAL) FRAMING AT 16" O.C. i" Dia. ALLTHREAD HANGER AT 48" O.C. 7 — TRACK CONNECTED TO JOIST PER DETAIL 1/S-4 CONNECT ALL — THREAD TO TRACK PER DETAIL 4/S - (TYPICAL) FACE OF WALL KNEE —BRACE AND X— BRACE AT 48" O.C.. CONSTRUCT PER DETAIL 5/S -4 PLAN 6' -6 "x24' SOFFIT SCALE: 1 /4 = 1 - 0 " CONNECT ALL — THREAD TO BEAM PER DETAIL 2/S -4 (TYPICAL) " Dia. ALLTHREADN HANGER AT 48" O.C. TRACK CONNECTED TO JOIST PER DETAIL 1 /5 -4 CONNECT ALL — THREAD TO TRACK PER DETAIL 4/5 -4 (TYPICAL) 0 EXISTING STEEL BEAM KNEE —BRACE AND X —BRACE PER DETAIL 5/S -4 5' -0" FRAMING AT 16" O.C. EXISTING WALL a 0 SECTION LEDGER: 350T150 -33 ATTACHED TO EACH STUD WITH (2) #10 SCREWS I L Permit Plan review approval Is subject to errors and or"isi=" ^ Approvai of construction documents dogs not auahcriz the violation of any adopted code or ardlnanco. Rec�' t of approved Field Cop r rtd 4w ns is acknorAccigcd: By Date: 2 q r(/ City of Tukwila BUILDING DIVISION FRAM \'J IN WASHER AND LOCK -NUT DRILL A" Dia. HOLE IN BEAM AT HANGER LOCATIONS CONNECT TRACK TO EACH JOIST WITH (2) #8 SCREWS CEILING JOIST PER PLAN G DETAIL 3/8" DIA. ALLTHREAD HANGER C FRAMING DETAIL SUPPORT TRACK PER PLAN SIMPSON H3 AT EVERY OTHER JOIST CONNECTED TO THE SIDE OF THE CEILING JOIST AND TO THE SIDE OF THE SUPPORT TRACK WITH (2) #10 SCREWS (MIN.) EXISTING BEAM EXISTING ROOF i 1 WASHER AND LOCK -NUT WASHER AND LOCK -NUT C FRA FRAMING DETAIL VIING DETAIL EXISTING BAR JOIST 3/8" DIA. ALLTHREAD 3/8" DIA. ALLTHREAD EXISTING ROOF TRACK PER PLAN CEILING JOIST PER PLAN LEDGER: 600S150-30 ATTACHED TO EACH STUD WITH (2) #10 SCREWS CUT FLANGES AT END OF BRACE AND BEND WEB TO FORM A TAB. ATTACH TAB TO LEDGER WITH (2) #10 SCREWS 350S162 -43 KNEE BRACE AT 48" O.C. \--JOIST ® FRAMING DETAIL 3505162 -43 X -BRACE (ONE ON TOP AND ONE ON BOTTOM). CONNECT X -BRACE TO KNEE BRACE WITH (2) #10 SCREWS CONNECT BRACE TO SIDE OF JOIST WITH (4) #8 SCEWS RECEIVED CITY OF TUKWILA OCT 2 i 2006 PERMIT CENTER KLVthv to r CODE COMPLIANCE APPROVED OCT 2 3 2006 City 0' Tt kwila BUILDING VISION REVISIONS No changes shall be made to the scone of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submitt and may include additional plan review fees. REVISION Na ■ POT 4'go PROJECT I GODS INFORMATION PARCEL /LEGAL D SGRI PTI ON ► ; '' ' I �I WIG BOULEVARD j0 BOULEVARD `-- PROJECT ADDRESS 4 OWNER INFORMATION ZONING: TUKWILA URBAN CENTER (TUG) CONSTRUCTION TYPE FOR T.I. YPE V -A FULLY- SPRINKLERED . .I. ( ) PROPOSED OCCUPANCY: A -2 (ASSEMBLY) OCCUPANT LOAD FACTORS: 15 NET (ASSEMBLY 1^1/0 FIXED SEATS) 200 GROSS (KITCHEN) 300 GROSS (ACCESSORY STORAGE AREAS) 100 GROSS (OFFI OCCUPANT LOAD: REFER TO SHEE A -2 OCCUPANCY SEPARATIONS: NONE e PARCEL *'S (PROVIDED Err OWNER) 1'1250 SOUTHCENTER PARKUJAY, SUITE 132 TUK WILA, WA 98188 -3301 CT: HAM CONTACT: DUKE P T EL : (206) 169 -2012 LANDLORD INFORMATION 262304 . .��. ,r F�-!f'■ (ll[`t THAT 1� -. >� t rl sera tape l '� MCC .. , i1� c5'R't•, It _ T14 t�1"'°t`I!�P9TsJf�,frt I1lliltfltl'k'J"M.' 11l:tlf 1� tL � Y TI IOW .. :,- IItJa�llti t`t�Ir:r� T�. t. � ?1r1 tls y +',1lkM`a MOTION . � AT 1� nO ,are t C, I li /OK -to /OK ... et A _ "� f . ?, 14 [31 41►i { . 1 lrYb 1f I t 1 T Ipt7 oroo _�{Mll ,:... AT. -. ,.. :�t$!t�r:.lrl"'!? �� yy�e■��!,ai1�a,}j r ,r.',rYalf3l.B;.cJI'? . , . Srarnt REViSIQNS 262304x081, 4 2623044111-1 - ,; .. ..,, : . me T . TIC: a ID t7l :Tf8l 1VGltrl ti"t4lt`... -. � Tl'!: � rwe'nld.[.i WWI . l� .. - ;,.. .. 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T - 3.r�' ,.xr ' ,...,., � -: a �" , ,iO, , 9 :v .. raS, .# t { �,I e}yy y a1 .1f SfJ•.3' ��e. u,hr 9 , �i 61 I'1� `lit opt i ^� � , Ili . � � r . 1° r h np syt Pl t � / , « n.....a ,.... "°:"r wa."rz; ien ✓`' � ': ^ �� •4 � � ,`'' � ; ; Y lj 3! ! I 1 .3r l t ,; ,_ . ( 1 1 l J 1 t 4 , 1 k 1 I ' VV , p� ' 1 7 7 ff :. .� I Ill { . � {; i,t�.9 It ' . Ki � l F ✓x," . r 1 � ' � [y' �,.r � a W r,T .3 11 �r oa+ 1 O $ I f1Y'U 1 FlI Ii r WIG PROPERTIES LLC -SS 4811 134TH PLACE SE BELLEVUE, WA 98006 CONTACT: LESITYA WIG • - TEL 0425) 951 421 EL PROJECT ARCHITECT TSE ARCHITECTURE ENGINEERING PLANNING 12930 NE 118TH STREET O NV WASHIN T ON 98012 -5108 WO DI ILLS, G TEL: (425) 481 -6601 FAX: (425) 481 -6311 CONTACT: ANDERS RAMAN, AIA, PROJECT ARCHITECT DAVID H. WU PROJECT DESIGNER TERRY POWELL, PE., STRUCTURAL DESIGN DURING CONSTRUCTION CONTACT: ANDERS RAMAN, AIA, PROJECT ARCHITECT INTERIOR DESIGNER t t v I i l , 1 J i I r i - I a ? Y : :... .... � 1 { +y `� `• - cam 1 I r �r `,�_ �; � �.g: � `rt 1 1 r ° . �• : !r i v♦sv ., 'f, •.,_ ` � . l �f'Aida`i'iP:t3, " �.�` �, I I ''{ � F rII �� 1 1 ,.,.+,•. J r I etC,. � � , ' .r it_ 1 ' ' Ft , 1-1-1-6-Iii-ii it - ' w ' 1; } "! � , . ` I h 1 PROJECT AREA: 3,001 5F / G16.1 SF MEZZANINE MEZZANINE TO MAIN FLOOR (MAX. MEZZA NET L� RATIO = 1/3 PER IBC) TOTAL BUILDING AREA: 45,8q7 SF EXITS. 2 REQUIRED / 2 PROVIDED $ t IMPROVEMENT t',05T. 300,000 (ESTIMATED) JURISDICTION: CITY OF TUKWILA . BUILDING CODE. IBC 2006 i l t I � " 4 4= I aC I r i :: t r f r � { - 1 . - I.. ii_ I I , t i _..., I g{y r q ; :;?ffi . i I . t if ' ? 1 J - ft j J - j4 - j t s' . � y -. !1 at •,�, 1'ETC) ,� ) ... 14� .. ,.y r� ✓ CLO DESIGN - 2101 ELLIOTT AVENUE, SUITE 208 SEATTLE WA 98121 CONTACT: HANK S. LO, I IDA TEL 206 - 448 -9410 � ; i + ►' 1 �'. t ''' J °gr _ rr :.. " , q <; >, p / : j . " . � 1 ¢ � r , p� � . �, !' .. re f ,�'r7 r Ir_ tN �1 SYY ,:, I t I " s: -.,.. �A .�r:+7s ''." 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V es , � '' it >r? /J ! r il � ►M1 ; ) R�sT NORDSTROM'S rtLIMttkee rLF1l�I1i RACK I � ( • 1 , ( "` ,1 3 � ` -ff % s. .. �.fg5.. (�p1 Rw +S -, €A� �� '+ PROJECT r3ESGR I PT I ON I. NEWLY - CONSTRUCTED I -STORY COMMERCIAL BUILDING. PROPOSED U5E: "WHAT THE PHO" RESTAURANT 4 BAR. 2. WORK INCLUDES NEW / / / KITCHEN DINING AREAS ADA RESTROOMS AND STORAGE. 3. THS PERMIT DOES NOT INCLUDE PUMBING ELECTRICAL GAS MECHANICAL OR 51GNAGE FOR INTERIOR � EXTERIOR. THESE PERMITS SHALL BE APPLIED FOR BY SUBGONTRAGTRS IF NEGE55ARY AFTER BUILDING PERMIT 15 APPROVED. 4. ALL WORK SHALL COMPLY WITH IBC 2006, WASHINGTON STATE ENERGY CODE, WASHINGTON STATE BARRIER -FREE REQUIREMENTS, 4 CITY OF TUKWIL.A RULES 4 REGULATIONS, LATEST EDITIONS (TYP). wi x.. �ra� ..- 9 _. ..- , , �.. - _ ._.__ ) X - ..,v..... _.a r � � ryJ .. ... _ :,. -.. �� - MIid ,: _ :.� _ .._. ,,...,..... .. • ' . ,.ar. ��...... _ ��t�� U.. �:. �� -.•, �.- . •,:_. - .- ._�_.a_ __ �_._ „;. _.,. . r }. l . m ail' r` � ' '= 5IktD . ,... _. _ , e k . ,; + . 1 r :�'"- "- - t -- �, �' .. . : �tJ!1`TE i � 2 S IT PLAN - "_- e•' SCALE: N•T.S. g s shall he mach to rho scop� e t�ccl � of work without prior tc ding VIGINITY MAP ABBREVIATIONS MENU FOR HEALTH DEPARTMENT REV I E ukwha building Division, plan IVp TE: Revisions will require a ne ili a" submit ±ill s and may inc lude additional Dian rovir»r ti,n{� AADrt J 5 110TH p 0 {- is I JKWILA POND PROJECT ARA � • € r =r MINKLER BLVD ACT ACOUSTICAL t :LG TILE L. LAVATORY ADJ. ADJUSTABLE LP. L F OO T / F EE T APP. ABOVE FINISHED FLOOR MTL. MET T L MAT EIA L BLKG i BLOCKING i NUFACTURER CH. MECHANICAL CL CENTERLINE CLR CLEAR/ CLEAANCE MN. MINIMUM hrtOIGTUE RESITANT CL Cs C EILING CONCRETE CMU MASONY UNIT COL N/A NOT APLICALE CONC. CONCRETE ... NOT IN CONTRCT CONTINUOUS NO NUMER CONT• CONSTUCTION NTS NOT TO SCALE CPT CARPET OA OVEALL DET DETAIL O.C. ON CNTR DIM DIMENSION 0•H• OVERHANG DWG DRAWING P -LAM PLASTIC LAMINATE ELEC. P L PR OPERTY LINE ELECTRICAL EQ P T EQUAL PRESSURE TREATED PTD PAINTED EAR. FLOOR AREA RATIO RCP REFLECTED CEILING PL F.E. FIRE EXTINGUISHER REF. REFRIGERATOR FP. FINISHED FLOOR REINF REINFORCING / FDIC. FURN• BY OWNER REINFORCEMENT INSTALLED BY REQ'D REQUIRED CONTRACTOR REV REVISED/REVISION F.0.1.0. FURN• BY OWNER INSTALLED BY OWNER SCHED SCHEDULE FRP FIRE RATED PANEL S. D. SMOKE DETECTOR FT FOOT/FEET S.F. SQUARE FOOT/FEET FURN FURNISH SJCs• SAFETY GLASS F.Y. FIELD VERIFY SIM SIMILAR S•O.G. SLAB ON GRADE G G E G.C. GENERAL CONTRACTOR SUSP SUSPENDED GUJB GYPSUM WALL. BOARD SV SHEET VINYL HUJ DR HARDWARE TEMP TEMPERED H M HOLLOW METAL TA. TOP OF HT HEIGHT TYP. TYPICAL IN INCH U.O.N. UNLESS OTHERWISE NOTED INST. INSTALL INSUL. INSULATION VCT VINYL COMPOSITION TILE VTO VENT TO OUTSIDE Appetizers ' ' _ _ ..•.,,.. ~- �,< . La. -. . , the vii pp 22 Pho Chin Sach 47, Ca Ili Viet . Chuui Chien 67. X Bong Cai vuj Ga, Bo hose 7u . 1 i A F resh Rice Noodles with Well roue Brisket & Tr Choice of meat stir -fried with broccoli CA nuts and onions, { v p `tour p � Y�1+ choice of meat sauteed with homemade curry paste, coconut cream, n FriCU Banana served with your choice of ice cream and `o served alongside steamed rice Golde n will' crushed peanuts ve to e Deli 1 Cha Gi ( 3 ) 23. Pilo Chin Nam mixed topped peanuts, served w•ilh steamed rice Chicken or Beef s.95 topped with sweet a g ate nectar and powdered sugar. Delightful! 5.95 Egg trolls: Ground Pork taro carrots cabbage and bean thread Fresh Rice Noodles with Well Done Brisket & Flank Chicken or Beef 7.95 Prawns 9,95 Prawns 895 Em noodles rolled h rice paper and fried to a golden brown served Kern Rolls: Vietnamese Pork Ham, shrimp, lettuce and vermicelli mixed vegetables and red with Swee tened fish ..sau 393 24 Pilo Bo Vico 68. Seafoo 2. G with Rf Mtb lls , allops2fe BlackT„erShrimp )st-friedwthvegtables Cream served with crushed peanuts 3.50 0 48. Tom Tao Rau taxi ... d(Squid,;leaSc t oi �, ttOn (�) aide steamed rice . Ilresh Ric 25Ph e Nodles with Strips of (thicken RreDret BlactTiger Prawns sauteed with vegetables and extra g arlic in Art -�d aloe[ l; a 9 uniquel sweetened sauce, served with steamed rice 8.95 Spring R noodles rolled its fresh rice paper scrvcd N th peanut sa 3.95 69. lY1i Xlla Rau au Cai voi Ga, Bo, hoar "I'tinl 26. Pho Toni Choice of meat tr-fried. with vegtableand egnoodles'; Ice Cream , 3. Goi Cuon Thit Nuon Fresh Rice Noodles with Shrim (2) Sprint; Rolls with Chrbroied Pork: Grilled slies of pork lettuce and , V egetarian Dishes in fresh 3.95 I Clinger Coconut t Mango GGreet' Tea 2 UPLAND DR vermicelli noodles rolled rice paper scrvcd with pcanur sauce Fresh Rice Noodles with Deep Fried Tofu & Assorted vegetables 70. 11ii Xao U0 Bien . CONT• , 49. Rau Cai Xo . Sefood (Squid, Sea Scallops & Black'1iger Shrimp) scables :end . OCoon Gray (2) 28. Pito Kho Thit ' Sea sonal fresh ve etables sauted with trarlie chili Haloes egg m ottles stu -fried w our hmculxdc sauc g V e ,et:ii an 5 t Rolls:lofu lettuce ad vermielli noodles rolled in Frh Ricc oodles without Meat Sntall t T .are 5 Giiai Khat Pn 1 and our homemade sauce, served with steamed rice or fresh rice paper served wth peanut sauce 3.95 29. Kids Meal Plro '[hue (Ion f resh vermicelli noodles 7.45 71 Com Xao Rau Que hoice of meat sauteed with basil and vegetables seasoned with our ® Beverages br Bubble Tea Freh Rie Noodles with Well Done. risket, Metballs & Soft Drunk 5.45 TY OF I . arlic and chili flakes, served alongide stamed rice r., tr''�� p 5U T kIX aaCl eef 8 , C Ngo� 5. Tau Hu :hien Fried Tofu served on a fresh bed of lettuce. and carrot strips. 30. PhD Do Bien Firm -style Tofu and vegetables stir-fried with traditional Prawns 9.9i g Yir,auuret• rsV(04.urol,tr ooft'er Ynfti /rioter:Pcpvi, Dirt frpvi, Mellor:4n l scar; Your choice of peanut or sweet chili sauce 4.95 Fresh Rice Noodles with Squid, Sea Scallops & Black Tiger Prawns 8 .35 Mara Rtieq llr. Yrppcp Mai (tout Ifcw LT Vietnamese seasonings, served with steamed rice or ut virLnarcundenncd Milk 2.50 fresh vermicelli noodles 7;)i 72. Com Xao Xa Qt .,- 86.1'ra Notlgi Lanai Sides choice of areal sauteed with lcmwlt rasp chili flakes old vcjtcl rhlt s 1'rvah 6. Hoanh Thanh Chien 82. Da Chants Moog tl.l,�ta: lr:. Pr.: rrL Ms .511 kyuar fed L nun /l nc Joicc ZS Frietl Dumplings: s: Stuffed with Seasoned Por s ices and minced i u a specia sauce, a cn'ed alun},•sride steamed ri c e ti7• Bottled lister P 1'' P :51 T au H u X ao X a , s .sell Dan Nook A. J 2 1ifr 51. ' LA N 1 • MIDLAND DR T 5. L-6ENE7 vegetables, served with a sweet chili sauce 6.50 L 7. Tom Lan BOt Temp 1 raa7ls: 13Liclt ''igcr 1 ra>vvns tossed in l :intro 13rcad Crumbs and tried to a golden brown served with sweet chili sauce G,50 • )extra Meatballs (4) 1 - 10 Assorted Vegetables 2,00 Donblc Noodles 1.00 Side Oitlef Meatballs (12) 150 Doublo Nye Round Steak 1 -RS Double Trip or Tendon 125 i Dollblo Heat I.85 Lana Soup 2 -011 Extra Shrimp ( 4) 1 or li K. 5 S ',,: Firm -style Tofu and vegetables stir - fried with lemongrass, Prawns `) u; . au nlilL 7 5 88. Bubble Tea garlic, chili flakes anti Vietnamese scasuniuga, >; t. Nutty Duo 7crvcd with steamed rice or fresh vermicelli noodles 7.95 73. Ca ii Vi , Young-Coconut Cuwnut Juiw flavored it. t,ta,acawith lrr and 2,30 otonnti•tt or t. 3,So Choice of meat sauteed with homemade curry paste, coconut cream, mixed vegetables and topped with crushed peanuts, served alongside. steadied rice 0 v °atLable after 4pin only Chicken m Tieef 8a9'3 Bubble Tea V 8. 711h {ifs C liieii SECTION Prawns 99a Chicken Wings: Tender wings marinated in a light Fire Grilled Selections: � (l 1iV14C of I VIVn Norio) or tnIVI x.50 nt:uga Ned own HcucV:laa C't'eauut n +m tti'av,;,wtu„ 5rat.4en3 P.Imand Puptryn soy sauce and scrvcd with sweet chili sauce 6.511 74. Turn Xao Rau Cai 31. Thit Nuong Served with your choice of long -grain jasmine rice or fresh vermicelli IlFack Tiger Prawns sauteed with vegetables and extra garlic in Charbroiled Marinated Pork 7.45 mottles, accompanied by a bed of fresh lettuce, cucumbers, bean sprouts, our special sweet sauce, served alongside steamed rice 9a95 Vietnamese Noodle Soup EXISTING CONDITION TO REMAIN ,(� tomatoes (with rice:), seasonal herbs and crushed peanuts (with aoodlc")a Fresh Rice Noodles served with Bean Sprout, Basil, Jalapeno & I.ime 3 2 . T l t ilotlg Cha Gio served with sweetened fish Sauce. '7.95 Beer 89, Imported Selections 90. Domestic Selections 5aignn,'!ii ^ Pa poll Tiger, 13ndrrciacy land Light, 1'xinr'1'au, din tiny HrincArty �tichrlub i.UU cocoa.,aroseet 3.511 Wine NEW GONSTRUGTION CONSTRUCTION TO BE DEMOLISHED EXHAUST FAN 0 CF Charbroiled Marinated Pork & Egg Roll Small 6.35 Large 7.35 52. Thit Nuong Fried Rice • � 33. Tom Thit Nuong Charbroiled Marinated Pork 8.25 Tai Eye Round Steak (Rare) Be Vien Beef Meatballs Nam Flank To Shrimp Chin Well Done Brisket Ga Chicken Sach Tripe Rau Cai Assorted Vegetables Gall Soft Tendon Do Bien Seafood Charhtoilcd Marinated Pork & Shrimp 8.45 75. Coln Chien Ga, h o 110ac rant Choice of meat wok -fired with long -grain jasmine rice 53. Thit Nuong Cha Gio and traditional Vietnamese seasonings 34. Tom Thit Nuong Cha. Gio Charbroiled Marinated Pork & Egg Rull 8.95 a l r or Beef 8.95 Charbroiled Marinated Pork, Shrim p & Egg Roll 8.93 Prawns 9.47 ' 54. Torn Thit Nuong 35. Ga Nt1mig Charbroiled Marinated Pork & Prawnn& 9.45 ulaclatone( : :aliroraia Ittcrlot OA. 4.50 bold. L7 Robert bluuddvi Private Selection Clibtrutl ^ dale igauu Al nn :,50 "„,4r 47...g Robert Mondavi Private Selection Char glass -,50 horde 17;1; Robert t trondavi Private Sel ection Joh annisbe � Rieslin • t. � a,n 4.:10 honk 17.'15 R, lberl hleatuvi Napa valley cabernetsaucigium T ian, 7.W honk 'z /' ROOM SYMBOL < 001 > 9. Pho Tai Fresh Rice Noodles with ]?ye Round Steak 10. Pho Tai Chin Fresh Rice Noodles with Eye Round Steak & Well Done Brisket 11. Pho T ai Nam Fresh Rice Noodles with Eve Round Steak & Flank Charbroiled Marinated Chicken Breast 7.75 55. Torn Thit l'l uong Cha Gio 36. Ga Nuong Cha Gio Charbroiled Marinated Pork, PUMAS SC Egg Roll 9.95 Charbroiled Marinated Chicken Breast & Egg Roll 8.25 „�i- IAA el of Spice can he adjusted to tour preference ' 56. Ga Nuong Additional servin • a s of rice or noodles � .1.00 37. Torn Ga Nuong Charbroiled Marinated Chicken Breast 8.45 Charbroiled Marinated Chicken Breast 8c Shrimp 8.75 76. Com Chien Rau Cai - 57. Ga Nuong Cha Gio L on vegetables wok-fired with traditional Long-grain jasmine rice and oral" g 38. TOM Ga Nuong Cha Gio Charbroiled Marinated Chicken Breast & Egg Roll 9.25 R Vietnamese seasonings 8.45 DOOR SYMBOL 101 . N E RA L NOTES Charbroiled Marinated Chicken Breast, Shrimp & In; Roll 9.25 12. Pho Tai SSach 5$.T © g Nun Fresh Rice Noodles with Eye Round Steak & Tripe 39. soon Heo Nuong t:kni Marinated Chicken Breast & Prawns 9.65 77. Xao Rau Cai . Charbroiled Marinated Pork Chops 7.75 Seasonal fresh vegetables sauteed with garlic, chili flakes 59. Tout Ga N uang Cha Gio and our homemade sauce, served with steamed rice or lo go orders add $11.25 for each item 40. Suon Heo Nuong Cha Gio Charbroiled Marinated Chicken Breast, Prawns & Egg Roll 1 0.15 noodles f vermicelli nood 794 g Gan Charbroiled Marinated Pork Chops & Egg Roll 8 D. PhD Tai [Gan 60. Suon Heo Nuong Fresh Rice Noodles with I :se Rotund Steak& Soft Tendon 41. Suon Reo'Tom Cha Gio 7S. Tart Hu Xao Rau C :at ,+ t ,rbruiled Marinated Purk Chu P s 8.45 Firm -style Tofu and vegetables stir -fried with traditional 14. Pho Tai Can Sach Clharbroiled Marinated Pork Chops, Shrimp & Egg Roll 9.25 V ietnamese seasonings, screed with steamed rice or Fresh Rice Noodles with Round Steak, Soft Tendon & Tripe 61. Suon 1`leo Nuong Cha Gio fresh vermicelli noodles 8.4. s 42. Soon Bo Charbroiled Marinated Pork Chops & Egg Roll 925 15. Pho Tai Chin .Nam Fresh Rice Noodles will Eye Round Steak, Well Done Brisket & Flank Charbroiled Marinated Beef Short Ribs 11.45 62. Suon Heo Toni Nuong Cha Gio 79. `Tau Hu Xao Xa 'de 16. Pho 'tai Chin Gat[ 43. Tom Suon Bo Charbroiled Marinated Pork Chops, Prawns & Egg Roll 111.15 Firm -style Tofu and vegetables stir-fried with lemongrass, Fresh Rice Noodles with Eye Round Steak, Charbroiled Marinated Beef Short Ribs & Shrimp 9.45 garlic, chili flakes and Vietnamese seasonings, served Well tone Brisket & Soft Tendon 63. Suon BO Nuong with steamed rice or fresh vermicelli noodles 8.45 44. Torn Soon Bo Cha Gio Charbroiled Marinated- Beef Short Ribs 9.45 17. Pho Tai Chin Sach Charbroiled Marinated Beef Short Ribs Shrimp & Egg Roll 9.95 Fresh Rice Noodles with E Round Steak Well Done Brisket &'Tri ' P #,l; 64. Turn Suon Bo 80. Ni i Xa( Tau l lu Rau Cai .rti 18. Pho Tai Chin Nara Can Charbroiled Marinated Beef Short Ribs & Prawns 10.45 Firm -style Tofu, vegetables and egg noodles stir fried with our Fresh Rice Noodles with Eye Round. Steak, 45. Cool Xao Ratt Que aril delicious homemade sauce 8.95 Well Done Brisket, Flank & SoftTendon Sauteed Basil with your choice of meat and 65. Torn Scott Bo Cha Gio vegetables seasoned with special sauce and garlic, Charbroiled Marinated Beef Short Ribs, Prawns & Egg Roll 10.95 Desserts 19. Pho Tai Chin Nam Sach served with steamed rice s I NG INDEX I. THIS SET REPRESENTS "THE PERMIT DRAWINGS" AND IS INTENDED TO SHOW MINIMUM REQUIREMENTS. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL CONSTRUCTION NECESSARY FOR THE COMPLETE INSTALLATION OF ALL OPERATING SYSTEMS, MATERIALS AND FINISHES IN ACCORDANCE WITH MFR.'S RECOMMENDATION. CONTRACTOR SHALL THOROUGHLY REVIEW DRAWINGS, SPECIFICATIONS AND OWNER'S REQUIREMENTS. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO BID. DISCREPANCIES IN DIMENSIONS ' DRAWINGS, GRAPHIC REPRESENTATION AND ACTUAL FIELD MEASUREMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 3. CONSTRUCTION SHALL BE BASED ON THE LOCAL JURISDICTION APPROVED PLANS AND OWNER'S COMMENTS. THE APPROVED P ARE TO REMAIN ON SITE AT ALL TIMES FOR USE BY ALL INVOLVED TRADES AND INSPECTORS. 4. THIS SET OF DRAWINGS SHALL NOT BE COPIED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER. THIS DOCUMENT IS CONSIDERED AS ONE UNIT AND SHALL NOT BE CONSIDERED COMPLETE OR WHOLE IF DOCUMENTS ARE SEPARATED IN ANY MANNER. DOCUMENTS SHALL NOT BE SEPARATED FOR THE PURPOSES OF SUBMITTING PROPOSALS OR FOR SEPARATE PHASES OF CONSTRUCTION. 5. THESE DOCUMENTS ARE PREPARED FOR USE BY THE CONTRACTOR AND IN NO WAY, EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD TO CONSTRUCTION METHODS, MEANS OR TECHNIQUES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION WORK INCLUDING, BUT NOT LIMITED TO SEQUENCE 4 TEMPORARY t SHORING OF ALL EXISTING STRUCTURES 4 VERIFICATION OF EXISTING UTILITIES 4 SERVICES. 1. CONTRACTOR SHALL NOTIFY UTILITIES PRIOR TO COMMENCEMENT OF ALL WORK. THE CONTRACTOR 15 RESPONSIBLE FOR REPAIRS SUBJECT TO LOCAL JURISDICTION AND UTILITY INSPECTOR'S FINAL APPROVAL. 8. CONTRACTOR SHALL CLEAN UP ALL PUBLIC RIGHT -OF -WAY AND PRIVATE DRIVEWAYS AFTER EACH WORK DAY. CONSTRUCTION VEHICLES SHALL NOT BLACK PUBLIC TRAFFIC OR ENTRIES AT ANY TIME. CONTRACTOR SHALL WORK ACCORDING TO LOCAL JURISDICTION'S ALLOWED SCHEDULES ONLY. a. ALL WORK SHALL COMPLY TO I.B.G. 2006, WASHINGTON STATE ENERGY CODE, LOCAL JURISDICTION ZONING 4 BUILDING CODES, REGULATIONS, 4 REQUIREMENTS, LATEST AMENDMENTS (TYPICAL), * KING COUNTY HEALTH DEPARTMENT. A -I SITE PLAN, PROJECT INFO, PROJECT DESCRIPTION NOTES 4 VICINITY ' A -2 FLOOR PLANS 4 SCHEDULES A -3 REFLECTED CEILING PLANS, SCHEDULES, 4 DETAILS A -4 SECTION 4 DETAILS 5 -1 STRUCTURAL NOTES 4 DETAILS 5 -2 STRUCTURAL DETAILS 5 -3 MEZZANINE FRAMING PLAN, SHEARWALL PLAN, 4 FOUNDATION PLAN CORRECTION . � . R RECEIV ED le . �::4:; :„ AUG 2 2 2000 PE RMIT ENTER C Fresh Rice Noodles with Eye Round Steak, Chicken or Beef 7.95 Well cone Brisket, Prawns 8.95 c Coconut Dream Flank & Wok Fired Selections The pe rfect way to finish ish your meal. Vietnamese -style gelatin na turally 20. PhD ` Tai Chin Nam Gan Sach flavored with fresh coconut juice and cream scrvcd in a coconut shell 46. Com Xao Xa Ot •.Ji l Fresh Rice Noodles with 1'.ye Round Steak, Well Done (i, X R Cal r Ga, Do hone `1(01(1 r� topped with whipped cream coconut shavings crushed peanuts and Tripe Your choice of meat sauteed with lemo rays chili flakes Xao a Yo ie, T Flank, Soft &'1r1 arid vegetables in a special sauce, served with steamed rice Stir- fries) vegetable medley with choice of meat, served alongside steamed rice a maraschino cherry 5.95 21. Pho Chin oo Chicken or Beef 7.95 thicken or Beef 8.95 Brush Rice NV detl with W Dotty. Brisket & Soft Tendon Prawns 8.95 Prawns 9.95 1 TSE ARCHITECTURE ENGINEERING PLANNING 12930 N.E. 178th STREET Woodinville, WA 98072 -5708 (425) 481 -6601 • FAX: 481 -6371 »lJO? (a. RAMAN STATE OF WASHINGTON SEPARATE REQUIRED FOR: df,,Mechanical Electrical lumbing 'ffl Gas Piping City of Tukwila 1 A111_['JG DLVIS1 ©N PERMIT SET FILE COPY , " ew approval Is v4I of conatruc ect to a 11003 and cr�t i nsr It lion o1 any adopted documents doa3 snot ititctr iZa Od Field C code or , �narfc>r lercipt is acknovisciad: t4: 2 -- 1 CitY . Tukvaa t project title: WHAT THE PHO SOUTHGENTER 17250 SOUTHGENTER PKWY TUKWILA, WA x8188 -3301 sheet title: SITE PLAN, PROJECT INFO PROJECT DESCRIPTION, NOTES 4 VICINITY revisions: co CT I O N NOTICE 8/t k i\ \ ( t designer: DWI drawn: INNS checked: ARR date: 4/2q/O8 scale: AS NOTED file: 6437 -A att: file: sheet #: PROJECT INFORvIATION PROJECT ADDRESS 4 OWNER INFORMATION 11250 SOUTHCENTER PARKWAY, SUITE 132 TUKUJILA, WA 98188 -3301 CONTACT: DUKE PRAM TEL: (206) 169 -2012 LANDLORD INFORMATION WIG PROPERTIES LLC -SS 4811 134TH PLACE SE BELLEVUE, WA 98006 CONTACT: LESITYA WIG TEL: (425) 951 -4114 PROJECT ARCHITECT TSE ARCHITECTURE ENGINEERING PLANNING 12930 NE 118T1-1 STREET WOODINVILLE, WASHINGTON, 98012 -5108 TEL: (425) 481 -6601 FAX: (425) 481 -6311 CONTACT: ANDERS RAMAN, AIA, PROJECT ARCHITECT DAViD H. WU, PROJECT DESIGNER KEITH RYAN, P.E., STRUCTURAL DESIGN DURING CONSTRUCTION CONTACT: ANGERS RAMAN, AIA, PROJECT ARCHITECT INTERIOR DESIGNER CLO DESIGN - 2101 ELLIOTT AVENUE, SUITE 208 SEATTLE, WA 98121 CONTACT: HANK S. LO, IIPA TEL: 206-446-9410 ft 101 ACT APJ. AFF. CL CLR. CLG CMU COL. CONC. CONT. CONST. CPT PET fM p DWG ELEC. EQ F.A.R. P.E. FF. F.O.i.C. F.O.I.O. FRP FT FURN P.V. GA G.C. GWB HDWR. HM HT IN INST. INSUL. ZONING: CONSTRUCTION TYPE: PROPOSED OCCUPANCY: OCCUPANT LOAD FACTORS: OCCUPANT LOAD: OCCUPANCY SEPARATIONS: PROJECT AREA: TOTAL BUILDING AREA: EXITS: IMPROVEMENT COST: JURISDICTION: BUILDING COPE: PROJEGT DESCRIPTION ACOUSTICAL CLG TILE ADJUSTABLE ABOVE FINISHED FLOOR BLK'G BLOCKING CENTERLINE CLEAR/CLEARANCE CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CONSTRUCTION CARPET DETAIL DIMENSION SION DRAWING ELECTRICAL EQUAL FLOOR AREA RATIO FIRE EXTINGUISHER FINISHED FLOOR FURN. BY OWNER INSTALLED 1:3Y CONTRACTOR FURN. BY OWNER INSTALLED BY OWNER FiRE RATED PANEL FOOT/FEET FURNISH FIELD VERIFY GAUGE GENERAL CONTRACTOR GYPSUM WALL BOARD HARDWARE HOLLOW METAL HE IGHT INCH INSTALL INSULATION GENERAL NOTES GODS INFORMATION TUKWILA URBAN CENTER (TUC) FOR T.I. - TYPE V -A (FULLY- SPRINKIYRED) A -2 (ASSEMBLY) I5 NET (ASSEMBLY IWO FIXED SEATS) 200 GROSS (KITCHEN) 300 GROSS (ACCESSORY STORAGE AREAS) 100 GROSS (OFFICE) REFER TO SHEET A -2 NONE 3,001 SF / 1,000 SF MEZZANINE (MAX. MEZZANINE TO MAIN FLOOR RATIO = I/3 PER IBC) 45011 SF 2 REQUIRED / 2 PROVIDED $300,000 (ESTIMATED) CITY OF 1JKWILA IBC 2006 L. LAVATORY L.F. • LINEAR FOOT/FEET MTL. METAL NAT'L MATERIAL MFR. MANUFACTURER MECH. MECHANICAL MIN. MINIMUM MP. MOISTURE RESISTANT N/A NOT APPLICABLE N NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE P -LAM PLASTIC LAMINATE P L PROPERTY LINE PT PRESSURE TREATED FM PAINTED RCP REF. RE iNF REQ'P REV SCHED S.D. SF. S.G. SIM S.O.G. SUSP SV TEMP T.O. TYP. OVERALL ON CENTER OVERHANG REFLECTED CEILING PLAN REFRIGERATOR REINFORCING/ REINFORCEMENT REQUIRED REVISED/REVISION SCHEDULE SMOKE DETECTOR SQUARE FOOT/FEET SAFETY GLASS SIMILAR SLAB ON GRADE SQUARE SUSPENDED SHEET VINYL TEMPERED TOP OF TYPICAL U.ON. UNLESS OTHERWISE NOTED VCT VINYL COMPOSITION TILE VTO VENT TO OUTSIDE I. THIS SET REPRESENTS "THE PERMIT DRAWINGS" AND 15 INTENDED TO SHOW MINIMUM REQUIREMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL CONSTRUCTION NECESSARY FOR THE COMPLETE INSTALLATION OF ALL OPERATING SYSTEMS, MATERIALS AND FINISHES IN ACCORDANCE WITH MFR.'S RECOMMENDATION. CONTRACTOR SHALL THOROUGHLY REVIEW DRAWINGS, SPECIFICATIONS AND OWNER'S REQUIREMENTS. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO BID. DISCREPANCIES IN DIMENSIONS, DRAWINGS, GRAPHIC REPRESENTATION AND ACTUAL FIELD MEASUREMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 3. CONSTRUCTION SHALL BE BASED ON THE LOCAL JURISDICTION APPROVED PLANS AND OWNER'S COMMENTS. THE APPROVED PLANS ARE TO REMAIN ON SITE AT ALL TIMES FOR USE BY ALL INVOLVED TRADES AND INSPECTORS. 4. THIS SET OF DRAWINGS SHALL NOT BE COPIED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER. THIS DOCUMENT IS CONSIDERED AS ONE UNIT AND SHALL NOT BE CONSIDERED COMPLETE OR WHOLE IF DOCUMENTS ARE SEPARATED IN ANY MANNER. DOCUMENTS SHALL NOT BE SEPARATED FOR THE PURPOSES OF SUBMITTING PROPOSALS OR FOR SEPARATE PHASES OF CONSTRUCTION. S. THESE DOCUMENTS ARE PREPARED FOR USE BY THE CONTRACTOR AND IN NO WAY, EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD TO CONSTRUCTION METHODS, MEANS OR TECHNIQUES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION WORK INCLUDING, BUT NOT LIMITED TO, SEQUENCE d TEMPORARY SHORING OF ALL EXISTING STRUCTURES 4 VERIFICATION OF EXISTING UTILITIES 4 SERVICES. - 1. CONTRACTOR SHALL NOTIFY UTILITIES PRIOR TO COMMENCEMENT OF ALL WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS, SUBJECT TO LOCAL JURISDICTION AND UTILITY INSPECTOR'S FINAL APPROVAL. AY. P RIVATE DRIVEWAYS AFTER EACH WORK D A PUBLIC RIGHT-OF-MY AND D 8. CONTRACTOR SHALL CLEAN UP ALL L AT ANY CONTRACTOR SHALL K PUBLIC TRAFFIC OR ENTRIES T A TIME. TRA L WORK CONSTRUCTION VEHICLES SHALL NOT SLOG PU L ACCORDING LOCAL SCHEDULES RDING TO OGAL JURISDICTION'S ALLOWED SG D LES ON L Y. R. ALL WORK SHALL COMPLY TO I.B.C. 2006, WASHINGTON STATE ENERGY CODE, LOCAL JURISDICTION ZONING 4 BUILDING CODES, REGULATIONS, 4 REQUIREMENTS, LATEST AMENDMENTS (TYPICAL), 4 KING COUNTY HEALTH DEPARTMENT. F,4RQEL 0 S (PROVIDED 3''i' OWNER) 262304 262304 1081, $ Mciter• ff Q PARCEL /LEGAL DESCRIPTION AT t :1d T.yF Aa Sri 6;35 Y:d 4 •1'ti go o add $11.2.5 for each item 7r Ifttt.t7 :.tom IE Vietnamese Noodle Soup age ? ..35 kY A tize>rs 1'g$ l2nlis: Crrnttiid Purkrtaro, carrots, cabbage and bran thread noodle- rolled in rice - paper arid fried to *a golden brown served with sweetened fish sauce 3.95 �: • too S vin r Rolls :.V etu.tmese Ptitls � P II shri , lettuce and vein ieelli p. r , ttotidlc:l ro Ilea in fresh i ice pa P cr vier tit with ptiau nt :raricc :3.95 .(i i.11tilz 't'Iiitit Ne (2) Spring Rolls With Charbroiled. Pork: (frilled slices: of pork, rehires .Ind arse i':d.vith eanut.raitie 3. 9= vermicelli Hill >dles rolled in.fi•esli Ilse a r e � t paper P - (13 ,1llltll ,':Iltl1 (: ) Vegetarian: SPring Rolls: Tofu, lettuce. and V..crniicclli ntiutlIcs rolletl in 5 fresh rice pa Per served with .eanutsaiuce. 3.9. P R P.. .. A r ll 11 $1 'Chi P 'ed "lbfu staved oo a fresh hail of i~a lettuce andrrittsitri P s. • rl Yourt:huicc of peanut .5C ts•eet:chili sauce . 4:95 6 ° ` till Ii; Iv l i Chit Il . (� r1 "1' .� fried. .}ii Lii lia s:' Stuffedvi�ith$c..t 1 rh, solves slid MiinceJ P � vt a al served w'iiI, . tsweet etch :s:sucre . 6.59 • '# (31ti Prawns ,r r :: 131 � • ` , r �tti tossed in { :r t t bs �1'ernpur.t 1 rawt w Black 1 t,t: d t o and fried to t golden brown served with s%-cctchili s.titec 6.50: Carth (a Chien ( :15ickeu Wings It.iuler wince; marinated in a u w' sweet chili sa uce 6.50 e• satire and rd l.ser with ee ! 1 Fresh Rice Noodles served with :Bean Sprout, Basil, Jalapetio & Lime . Eye Round. Steak ( Flank Well Done ljfisket Tripe Soft Tenn 3. ire)' : : BO Vicn Beefrl ilba Tont Skimp Ga " Chicken Raft Cal Assorted Veget, . Do Bien SOafood lc Tai Irani Chin Sach Gall t.T�t Fresh Rice Noodles v. till Eye Rotor Steak } t6. 11 Chin P $ �l Fresh Rice Noodles ividt 1-(ye Round Steak Sc VVcl) Done Brisket . I1 i °T`ai. Nast In sll Rice Noodles with Eye: Round `teak &'Flank P li Sath Fresh Rice Noodles with Eke Round Steak SG Tripe I• . Ii Mice Noodles With I•:ve Round Steak Sr Soft •lcnd"n . • Goat Saco • Fresh Rica Noodles with I . t; Round Steak, Soft Tendon & Tripe i . Phu Tat Chin Nato o a vi : Eye Woad Ste: Well Dane Brisket & •Flatik Freslt nice N odlc v -till E, R Steak, i tai Chili all t ti t 1 Tyr Fresh. Rice Noodles with Eye. Retract Steak, Brisket Soft 'tendon. Well t)n e 1 rn et t e We n k &, 1. i ..Pho Tai-Chin Shill :resit (dice ieloodles with I .v°i: Roland Steak, Weil Done Brisket 'I . Itcs Tai: Chin NA 111 'lit Fresh Rise Noodles with E1 °c Round Steak, Well Done. Brisket, Flank & Soft Tendon 19. PhO Tsti 1 it Nato sail Fresh. Rice Noodles with Eve Rottud Steak,: Well 1)one Brisket; blank &'Tripe Tait Chin 111 n it ho � Na �a ,, a t vII uitl Steak Well Dime Dime 1?rt�;lrfticr Noodles � with l�.ve R ot la k t' Ten tt & Tripe Brisk F of n rt Brisket, u S d Ac , 6 F e 21. Pho Clain CAB rr , Fresh RiceNootlles witlh.Well Dune Brisket & Soft Tentl Tt ' hI (:'Mitt lies l Fresh Rice Noodles with .Wcll Donc Brisket &. Tripe 23. ho Grill N ant Fresh Rice Noodles with Well I)ont: Brisket & Flank 4. Pilo Ito Vico- Sides I I4 sh Rice N oodlut with Beef Meatballs �. : 1 1 11.0 1.111 l•resh. Rice Noodles with Strips .t .Chicken Breast 26. !' ho 'torn 1/rash Rice N,Hialles with Shrimp •:Li . Fresh :M ice Noodles \vitti.Deep Hried'I'lifu & Assor t ed Vegetables S Pit Th1 (� . 411 t s Ri 1Voodlcawitho t Heat Sinai' 4.75 1 r 1•rc h ce u ,a ge '5.75 9.Kitts Meal Ph 11 `1 P1t1c i.I lltr :F , h. Noodles with \Crejl l)oiie Ifris1 t Meatballs & Soft 1)rii k` 5.45 1 es Rice Nn e- . e , t t ,1l R f' } , 1 Rice Noodles with Squid, Sea Scallops & Mad( 'Tiger !Irma flti S1 atbat!> {4a. U,�t lu ll_ 1 s ^ : txl4 11oub1rt ri e 1lL�t 15Q1' i • tuts e. .aC t trit •Sliding t<11 110 1.00 I 85 1 87' : F. 1.8 sstrrtod S.'a LIb1e5 idc €irdtr ?rieathaits (1?.) u t blc lit - • orlcuioti I. •T`1I1it Dttiong Charbroiled Marinated Pork 7.4- { cd 5 32. T Iaz tit 11 felt Charbruitcd Marinated Pork. & Roll : 7.95 13. ' for • . . . Et .. 1fl N :+lt(Iis1g 5 . Marinated atc.8 a�k & $ .�. Charbroiled M rrrl Po hntnp: $ , l(311fi E}ll • U1t111 ' 111't rr9{l Charbroiled Marinated Pork, Slt {D_• . Egg Roll 13.95 (,h:►rbroiI iI Marinated :C:hickett aftt : 7.75 31,a N1s)11 ; . � Charbroiled Marinated ( is en Urea. Sc . . Roll a i l t ;h k qt I s„ , R {, 1 8.25 • 'T'(illll GA Noting I h r '1 t1 l .i Breast Shrimp n - 8.7 5 C .tr, ur s M.trura c I Chicken B tt, S rt P g Cha ... tl~ {:harhroiled Marinated (,Mick:. 11 , Shrimp & Egg Itoll 9.25: (1 1T1(111; Ch uncoiled 161arinatai Pork Chops 7.75 ill T ( 1"ttt(tn' III t harbri,iled 1ldirrinnted l'orlc f hol,x & f"o't" Roll 13.25 �s 1 ff1 It l (:harbroiled,Marinateid Pork {:hips, Shrimp & I i ; dull 9.25 2(O 3 : ;1 ; . 1.25 ? :0n I 1 ..iiroiled Marinated Ile ef Short Ribs 11.45 'T'( 8110111 Yl'l l.. (3 Charbroiled Marinated Beef Short hilts & hrim> 9.45 1 44. Gio Charbroiled Marinated Beef Sitort Ribs, Shrimp i & E Roll 9.95 Sauteed Basil with your choice of meat and vegetables seasoned with special and garlic, g s I' t g ,. serval with s tcanicd.tiCC Chicken or Beef 7.95 Prawns 8.95 46. Cloitt X Il Ot i ,. Your ' t ie f meat sauteed lemo rasa chili flakes choice e o ee ItQ' , and vegetables in a special sauce, served' with steamed rice Chicken or Beef 7.95 Prawns 13.95 4. t Vegetarian Dishes fresh vermicelli noodles 7.95 •Av:tiL•tlile after apron otn1%. . Slat 1rTti1 Nuong 1, Shrill Mir Knong : + 3 <r • Charbroiled Marinated Purl: Chops 8.45 1 Fire Grilled Selections: . 11CDIl .h (i4} (; liarbri,ilyd l larinatsx3 pi-4k se I' t Ann 13.95 To ii T it 1 xtio Charbroiled Marinated Pork & Prawns 9.x#5 Wok Fired Selections I t i. T Its ai a 11i � ra 1. Firm -style .T f 1 stir-fried i . s e n u and vegetables es stir ed w th traditional g 835 Vietnamese se:tsouings f served with steamed rice or . . J lul llll (111(311 .11 (:luxrhp oiled Marinated.Pork, I'rawrIh. & Egg Roll 6. a N 111 iia fled Marinated CIii ken Breast .45 ( r r o c H S 49,t(.ud'.3Xao Seasonal fresh vegetables sauteed with garlic, chili flakes a nd . our homemade sauce, served VJi :thsteamed rice or fresh vermicelli noodles' 7.45 r Ta i stt3 Firm-style oft: n l stir-fried with t n r I stye l Tofu >. a d vegetables st ed nxt emo g ass; garlic, chili flakes acid Vietnamese seasonings, served with steamed rice or fresh -vermicelli noodles : 7.95 9.95 :. EA OF WORK UITE'. Black 1'igcr Prawns sauteed wiih vegetables and extra garlic in our uniquely sweetened sauce, served with steamed rice 8.9:+ 1 MENU FOR HEALTH DEPARTMENT REV I E'M 7,tl Your choice of treat iiaute'ed III II'emacle curry paste, cuci,aut cream . . mixed ti t i i ac With " h peanuts, cd cgr..l.d� cs a .cl topl d t cr os ccipc.t served with swanned ri Chicken or Beef 7 95 .' Prawns 8.95 : , :t cd It Itlf your t:hl►ict' of long-grain. j.i in file, ri tee or fresh venrliieelli • ni o ll s seal ani 1 a lied of .fresh ettuce •uiii ` ) d e , mP etl. ry, r lettuce; her.,, beani tipruut:5; toilIatu (with . rice),seasonal lied and crushed , Peanuts (vtitll nutidlri); . sari ed w tilt i .I I I. uetl fish saue. c. 52,. Tali I l*1 t1 ILiarl,roiled _Marinated fork 8;25 5'7. fat 1ti(a ;1( CILArbroiled Marinated Chicken Breast &: Egg Roll. 9.25 I :htr broiletl Marinated Chicken Breast &'Prawns 965 . To 11 11 finial ai( ( :harbroiled Vlariti.tlttl (thicken Ilii.ost, Praw•us & l;a g Null 11}.15. Charbroiled Marinated Pork Chops & Egg Roll 9.25 (1t1 to lova NvP. a t ip, (:liarbmiled Vlarivated I orlt C:italier, ltr.rn-ns & Egg l(011 63; tat3tl + Nutt I.liarhroilcd Niarinattxl Ree f Shorts Ribs '9.45 I:)I 711E3tl t7 (:Irarbroiled t'Iariui tad Beef. Shore Ribs & Prawms 10.45 h.t . 10111 S11011 lI�(Y. >f111t It3 Charbroiled Marinated Beef Short !Cibs Pr :twira'& Egg Roll 10.95 66. f#tt _Raa1 Cat v(ii ill tired stab ee ' r itedlev . ith choice of t 'eat serve > la ngside s }; ,. � u , d a steam ed rice . lIkL ..I or Beef ).)5 Prawns i • its; 9.95 lift it t/ s9 73; 'a Ili Viet Desserts i 1 SITE PLAN SCALE: N.T.S. nto :II t sti Is ( i. his hnt#c ct l . Coin 'ao fan Qat : . . I. - F.. ei of Spice ease ire. adjusted rr your preference Additional servings of rice ul' TllktdlCS $1.011 Fried Rice 75. Coal Chien Gil to hoar 'Tom Choice of Waist wok-fired v. with long -grain jasmine rice acid trr+drao :Vietnamese seasonings ( >liick:en or Itcdi• 8.95 Ycawns 9,95 1 #1 (fl ?('art a, I3t) Moat 't(3tt1 Choice or meat . stir-fried. with broccoli, carrots and on inn sensed : alongside steamed: rice Chicken or Beef 8.95 1'ravens 9,95 Choice of meat stirfricdavith vegetables and egg noodles t :lisicken or Beef 9.25:: PM: Willi 111.25 1 6 . 1H) Do Rita- . Seafood (Squid, Sea. Scallops & Black Tiger Shrimp) ntirefried. with vegetables, c11.95 . c• laloirsitr • r 4 alongside. s lt,. utYtri4c:.' b . ©. i Alas t 6 Bien Seafood (tirluid, Si•.t Scallops & Tiger Black '1'i Shriulyt, to 4 atrlea and t; I� fig noodlesatir-friiid with our &+nuetuade itli'c 12.25 ( Miles of Meat t:auti ed with basil soil ve( eta &ie se.t une with cur.. special sauce, •r&c and cltiti flakes, served: alungstde:steamed rice: (:h:ioken 01 Beet 8.95: - rtwns 9.95 Choice of meat sauteed with k;m°ngr tms, chili flakes an i ew:t able+ id .i A jecial satire, r:erverl -luny- life.atxameci rice t :l i,1.rn. i.r Reef R95.: Prawns 9.95 74. T61 ati R11ii (l( : 11 € 131acIt ' Tiger raw a K' vegetables 8 P m .auicctlwith aodcxtta : I;arlic in, Out 1icotsl eu=coc -sues; erred alongside steamed. rice : 9.45 6 i' ' ft$�1 T.on .ain asinine rice and vegetables Yolk-fired with ' ti g- grain 1 ce ge � ed t tradi uo a 1 Vietnamese seasonings 8.45 77 .lo Rao Ca Seasonal fresh vegetables sauteed with garlic, chili flakes and our homemade sauce, served with steamed .rice or fresh vermicelli noodles 7.95'. 7 Tacta(Ttal :a Firm-style Tofu and vegetables stir - fried with traditional :.. Vietnamese seasonings, served with steamed rice nr fresh: vermicelli noodles 13.16 79, ` ail X411 Mier Xit 10.15 Firm -style Tofu and. vegetables stir - fried with leinottgiass, garlic, chili flakes and Vietnamese seasonings, served with steamed rice or fresh ierinicelti. 8.15 i1tt1 ill#. 11 au Cai Firm - style. Tofu, veg etables and cg g iioodles.stio-fricd with ou b delicious hoinemadesauce . 13.95 t:ho;cc ebf meat auutccd with hum lentade curry paste, etteoaut cream, mi.Sed vegetables and topped with crushed peanuts, served alongside steamed rice (hidten vt : Beef 8.95 Prawns 9.95 or( Ii# i31 The perfect way to finish your meal. \ :tctottmcsc -style gelatin itafura flavored witli fresh coconut . ILIt :e and'creatn served in a :coconut shell II ed with witi ed ream coconut shavings, Ili PP PP c � ► t s I , crushed peanuts and a: maraschino :clierr i ;3 r U }. RDSTRO 'S RA AK lt5.316 S f' C Gotdcr>. Friecll3 t opped with sw•ee Ice Crealli Giai Khat . SUbb1e Tea Wine t1 tet1 pits ��yCJ]llli '.+t rub. lua K:rst tut3 s M1iC1tt etiu i Beer Ui). #mill %.0 ,••33" I$iug T9p;1142gW, I &iri¢I:cu, :trusrctLighi ..3.5 • Lei i :1 rxx r lr vo llt lrrd or 0;10 rli UL nlr1160tConr1 94:91 3 iiJt 2.30 112, dirt, <hant: I)nt)nk I'rcy Squce zcd ismxn /iiina (uicq . 2.511 83.' 1i i 11so NAirft 69+ l3 . %Ilk 24)0 ill. t°tuoe f)tlit Yount Cocuieuc juiet (Choice nf. Cocount 1.IIu or Peach) . 3:50 • 1;;110 Alumml lie, „r nor!, R.aote a i x 'tits .... i l r c r r m. i d ar sc G we c a, ,t c a tr r Dlihtf a � � d' ow'<le ed sugar. e t td. r Kent • lee Cream served with crushed P eanuts: 340 • Beverages €, B ulbbfe Tea S4 s . hots rr pit: �. .uflJr t,ctPt'iNnnnta'i)rro t s ,b 1 i �r r V ahtrtt tits. t'epper hlug tWOC neer.• 1.75 86. Tra NIJII / l;atlll iol /I..e'l.•a-a : :£.nti' Refills :. 11 : ; 87, tl tf i t it tttr ..4. , ns : ; Z.W. h8, I tiibltte 3 c ri ... 1'l dirililrn fill wvli Ora an Cr.v. . a taiactt t)',iSIC'lttt. �ittt tisril lind�cr Ieud I.igr; • llithclo6 ' 3seit hfnn dAvi Peiiute irf ctittfr Cat eiirner sa rx ii{tt,n S its- 4 itl .': Node 1791 1e .rtn 4. li.,ri1, nn c . 1 , . . ",.(1 . ftl tlL't'J: rftond144. 1�Tlritte. .�'it f tt } .� ... K-. ; bo01, •17.E [ ilicrt ttnntti dl•i Y rtc: t ee 5.I LCMitt JUI(A itolatterit'.ttll'.l &ttg . : Sty v. & :ia) bottle 17.!I btr/ Rtcr)l.lr'i1t.r .t'\xtle). t S:m"stM_u li sr VA' DRAWING INDEX A •I SITE PLAN, PROJECT INFO, PROJECT DESCRIPTION, NOTES, 4 VICINITY A -2 FLOOR PLANS 4 SCHEDULES A -3 REFLECTED CEILING PLANS, SCHEDULES, 4 DETAILS A -4 SECTION 4 DETAILS 5 -I STRUCTURAL NOTES 4 DETAILS 5 •2 STRUCTURAL DETAILS S -3 MEZZANINE FRAMING PLAN, SHEARWALL PLAN, 4 FOUNDATION PLAN P000 -380 revisions: REGISTERED ECT seArr pep Ely R. RAMAN STATE OF WASHINGTON SUBJECT APPROVED CE 1111 'I r) ')tlran ING CCU O r- th DIAN? ti 7It7 x)23'' S Q 1 1 b ZZ5" PERMIT SET 4 PENG ikkPECT1Q l BY ` KI C COMM HEALTH fT E T iS REQUIRED PRIOR pERATou. PPUC T PIA ' ISY RECEIVED JUN 02 2008 . ER SQUAP' project title: WHAT THE PHO SOUTHGENTER 11250 SOUTHGENTER PKWY TUKINI LA, YVA 0 t8I88 -3301 sheet title: SITE PLAN, PROJECT �P� ,PR CT INFO � PROJECT DESCRIPTION, NOTES 4 VICINITY MCENE a, AIL 18 A IViI� CEN k het plc, designer: DHW drown: 1^1H13 hecked: ARR dote: 4 /21/OS scale AS NOTED file: 6431-A dtt: file: sheet #: TSE ARCHITECTURE ENGINEERING PLANNING 12930 NE 178th STREET Woodinville, WA 98072-5708 (425) 481-6601 • FAX: 481-6371 .„, , . ....".:7.."" TSE ARCHITECTURE ENGINEERING PLANNING =NE 178th SST Wooden ie, WA 90072 -5708 (425) 481-6601 A FAX 481 -6371 6708 REG •TERED 1TECT ANDERS R RAMAN STATE OF WASHINGTON FERMIT SET REVIEWED FOR DDE COMPLIANCE APPROVED AUG 2 7 2008 City Vl T kV;ii..° S ILDYNG DIMS. k C E VE J Ai 11 217418 r "_ DER SOUP I I project title: WHAT THE PHO SOUTHGENTER 17250 SOUTHGENTER PKWY TUKINILA, WA '18I88 -3301 sheet title: FLOOR PLANS 4 SCHEPULES revisions: 1/3/08 HEALT 1 DEPAR TMENH T COMMENTS 'RECEIVED e.ITY OF - 1 - m l % JUL 18 x,11 pEfi NUT CENTER designer: DHW drawn: WHB checked: ARR date: 4 /21/OS scale: 3/16" = 1 -O" file: 6451 -A sheet #: A - 2 2 DRAINBOARD 1 tioj 2 1 14.E 15 16 11 18 2I 22 0 CASH REGISTER SINGLE -BOWL SINK GLASS WASHER ICE BINS YV/ COCKTAIL TRAY BOTH SIDES DROP -IN HAND SINK ALL -IN -ONE WALL- MOUNTED HANDSINK W/6.5" BAGKSPLASH 5TO i i i i AGHI�I,.. *G TT N W/5'AINLE55 S AND ;> E WO_ .W/...,,10ATERIFAUGFTV DEER FRYER'' GHH? R ;f gOfLC RS= W/STAINL `ESS- STEF..L STAND STAINLESS STEEL WORKTABLE 1N/5" BACKSPLA5H F002 PREP SINK 1^1/DRAINBOARDS BOTH' SIDES DISHWASHER 3- COMPARTMENT SINK W/ 2 DRAINBOARDS MOP SINK WALK- • COOLERS" /W KREEZER • HOT WATER TANK 1 LB ICE MAKER 5040 FIXED S.G. WINDOW DESCRIPTION ..k at "r`iikx .. i'ag gYaSPA{ tnti ttMx MMAtt,,` "?ct'.'`.?T :TAB 'IN/REFRIGERATOR IO' -2 1/2" FLO SINK .11•1111111111111111M 111•11111111•111M POOL TABLE r r 4'-O° MAX. HALF WALL 042" A.F.F. 4' - 7" IL 33 (FAO <202> MEZZ NINE IOOO S.F. EQUIPMENT LIST 4 2 2 2 2 5 2 1 1 1 . WIDTH 6" RETU 113" 24" I8" IS" 10" 14 -1/2" 61" 54 I8" 24" 60" 15 -1/2" I8" 60" 72" 32" 9 25" 24" DIA. 26" L GUARDRAIL 042" A.F.F. ON TO MAIN FLR I8R07 ", I"IT ®II" 12 0 o 0 LOW WALL 042" A.F.F. DEPTH HEIGHT 141.5" 24" 24" 24" 24" 14" 18 -I /2" 35 -1/4" 241 -1/2" 2I" 28" 4I" 28 -1/2" 25 -1/2" 32 -3/4" 27" 23" 26 -1/2" 0 T W/ RY, t4fr . . ■ 201 12.15" 31" 38 -I /2" 31" 5 6 -1/2" 41 -1/2" 18 -1/4" 24" 12" 14" 353" 44 -1/2" 68 -I /2" 31" 15 -1/2" GAS W/ EXHAUST 60" 38 -1/2" A _it r_a - Mil r u� m : ® ..... ........:11111111111 r� 41 b) a -) SD • - • 4-38" METAL HANDRAIL BOTH SIDES ALF WALL 042" A.F.F. i POWER I20V /6OHZ 120V/35AMP I/3HP /SAMP I /2HP/ 10 AMP 410,000 BTU 80 ,000 5Th 220,000 BTU 105,000 BTU 58po0 BTU 115/60/I MEZZ. FLOOR FLAN SCALE: 3/16" = I'-O" MEZZANINE FLOOR STRUCTURE MAKE SHARP &LAS TENDER GLAS TENDER GMA GLAS TENDER ADVANCE TABGO ADVANCE TABOO TRUE TRUE IMPERIAL DOS IMPERIAL IMPERIAL DOS ADVANCE TABOO LAMBERTSON JACKSON ADVANCE TABGO ADVANCE TABOO CUSTOM GE MANITOWOG PROVIDE ATTACHMENT OF HALF -WALL TO GUARDRAIL POST. FASTEN BOTTOM PLATE OF HALF -WALL YV 3 /I6 "xI -I /2" SIMPSON "TITEN" SCREWS ®I2 "o.c. PROJECT HOT WATER GENERATION AND DISTRIBUTION SYSTEMS SHALL BE SUFFICIENT TO MEET THE PEAK HOT - WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. C ER-A550 DBA -24 SAB -18 GL -X GSA -48 DI -I -25 7 -PS -85 TPP -67 TM-52 ISPA -18 PC S24 -4 IGRA -2 AFS-40 RB -825 -G 1- G- 325/32 5S- 2- LIN- I7 -20I8 CONSERVER XL 4 14- 3- 54 -I6RL 41 -OP -20 15 GALLON COMMERCIAL QY -02I5'M LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF } EMPLOYEES' CLOTHING AND OTHER POSSESSIONS. WAREWASHING /DI SINK COMPARTMENTS SHALL BE LARG ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. 1 -1/2" DIA. TUBULAR STEEL GUARDRAIL MAXIMUM OPENINGS SUCH THAT A 4" SPHERE CANNOT PASS THROUGH ATTACH PER STRUCTURAL r3EP TO OPERATIC IS REM ; i ITr NOTE: POSTED 4 MAX. OCCUPANTS ) METAL UARE7 1./ETAIL SCA I' = I' -O' N O CHANGES SHALL B E„ MADE WITHOUT HEALTH DEPARTMENT APPROVAL - I Al dill Art lib I t-4 (€) (�.4) (op) 4•1.%`1. 4' -1" (86' MIN) LOW PARTITION 5 A.F.F. FLOOR SINK EXISTING MECHANICAL (NO WORK) ISTING , WINDO 4 DOOR REMAIN 000 EMERGENCY EXIT SIGN W/ BACK -UP BATTERY, TYP FLOOR SINKS (36' MIN) LOW +6" STEPPED PARTITION PLATFORM 5'-O" A.F.F. II' 1/2' 5'-O" A.F.F. HJN.T. ABV: PROVIDE SEISMIC BRACING HOSTESS STAND LOW PARTITION minumin 20'-7' (E.V) (96• MINA ( 1 LOW PARTITION 5 A.F.F. LETTER: BUILDING IS APPROVED SUBJECT To ORDINANCE JUL 13 2008 F -KING 00 DE(Dt. o bit( `alt By DIANE AGASID " S -\ 6 225 A PREEOPENINU INSPECTION BY f�:i y cr , PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, STATE, AND FEDERAL STATUES, REGULATIONS AND ORDINANCE ' FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL'''. ` COVERINGS, AND CEILINGS SHALL BE r DESIGNED, CONSTRUCTED AND INSTALLED ,` SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE. APPLICANT PLAN VAII cTON VACANT RETAIL - Food equipment that is certified or sanitation by an American National Standards Institute (ANSI) - !; accredited certification program will comply with the food code equipment & utensil material, I construction and design requirements. BE ADVISED THAT THE NEW WASHINGTON . STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR J BELOW!!! (DOWN FROM 45 DEGREES) RESTROOM & KITCHEN HAND WASH SINKS SHALL BE t` EQUIPPED TO PROVIDE WATER ATA TEMPERATURE OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A MIXING VALVE OR COMBINATION FAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVIDE A FLOW OF WATER FOR AT LEAST 15 SECONDS. FOOD, FOOD PREPARATION AND FOOD :1 SERVICE EQUIPMENT STORAGE AREAS 'I ARE PROHIBITED UNDER SEWER LINES THAT ARE NOT SHIELDED TO INTERCEPT POTENTIAL DRIPS. - NOTE: USE ENAMEL NON -TOXIC WASHABLE PAINT FOR KITCHEN FOOD PREP AREA, ISAR, 4 STORAGE AREAS, TYPICAL DRAINBOARDS, UTENSIL RACKS, O TABLES LARGE ENOUGH TO • ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL HOLDING ...BEFORE CLEANING AND AFTER SANITIZING. . NOTES: 1. FULL - HEIGHT STAINLESS STEEL PANEL WALL BEHIND COOKING LINE, TYP. 2. FULL FRP PANELS AROUND KITCHEN WALLS, TYP. 3. EXHAUST HOOD SYSTEM 4 ,,. FIRE SUPPRESSION SYSTEM !BY OTHERS. 4. LAYOUT FIXTURES 4 EQUIPMENT PRIOR TO WALL CONSTRUCTION, TYP. t.► MAIN OCCUPANT LOAD ROOM NAME KITCHEN/ SERVICE SEATING AREA STORAGE TOILETS/ HALL TOTAL SOFT. MEZZ. OGGUPANT LOAD ROOM NAME SERVICE STATION SEATING AREA OFFICE STAIRS TOTAL SGFT. 101 102 103 104 105 106 101 102 103 104 105 106 201 202 203 204 WIDTH 3 -0" 3'-0" 3' -0" 3' -0" 3' -0" 3' -0" AREA ENTRY DINING KITCHEN BAR STORAGE REST - ROOMS AREA STAIRS DINING OFFICE SERVICE BAR SQ?T 883 1,484 60 514 9001 SQ.FT. aa 705 131 16 IwOO HEIGHT 1 1 1 1 -0" 1 1 OCCUPANT LoAO FACTOR 200 GROSS 15 NET 300 GROSS 0 OGGUPANT LOAD OGGUPANT LOAD FACTOR 200 GROSS 15 NET 300 GROSS 0 OGGUPANT LOAD DOOR SGFiEDULE THICK I -3/4" 1 -5/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" I) ALL DOORS REQUIRED FOR ADA COMPLIANCE TO BE FITTED W/ APPROVED LEVER -TYPE HARDWARE 4 SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. UNLATCHING SHALL NOT REQUIRE MORE THAN ONE OPERATION. 2) MAX.. 1/2" THRESHOLD AFF. A B S.G ROOM FINISH SCHEDULE MAIN FLOOR WALL GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD (PAINTED) WATER - RESISTANT GAS BEHIND PLUMBING FIXTURES 4 8' FRP AROUND WALLS, TYP. GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD (PAINTED) WATER - RESISTANT GAB BEHIND PLUMBING FIXTURES 4 CERAMIC TILE WALL GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD (PAINTED) TYPE A A A A SAFETY GLASS SOLID- CORE WOOD SOLID- CORE WOOD SOLID- CORE WOOD SAFETY GLASS SOLID- CORE INOOD CEILING EXPOSED GYPSUM WALLBOARD SOFFIT ACOUSTIC CEILING 1/ WASHABLE TILES GYPSUM WALLBOARD GYPSUM ACOUSTIC CEILING TILE CEILING EXPOSED GIN13 SOFFIT GYPSUM INALLBOAR 12 (PAINTED) GAB SOFFIT OCCUPANT LOAD 4 0 0 OCCUPANT LOAD 0 REMARKS EXISTING STOREFRONT POOR DOUBLE- SWING POSTED POSTED "MEN EXISTING STOREFRONT DOOR POSTED "STORAGE" FLOORING STAINED CONCRETE 1A1/ 6" RUBBER BASE (COVED 4 SEALED) STAINED CONCRETE VW 6" RUBBER BASE SEAMLESS EPDXY STAINED CONCRETE IN/ 6" RUBBER SASE (COVED SEALED) STAINED CONCRETE IN/ 6" RUBBER BASE (COVED 4 SEALED) STAINED CONCRETE IN/ CERAMIC TILE BASE (COVED 4 SEALED) l'.001•4 FINISH SCHEDULE MEZZANINE FLOORING CARPET IN/ WOOD BASE CARPET IV 6" RUBBER BASE (COVED 4 SEALED) CARPET IN/ 6" RUBBER BASE CERAMIC TILE IN/ 6" CERAMIC TILE BASE FLIP-UP LINE OF ABOVE TYPE II EXHAUS HOOD BY OTHERS TYPE II HOOD BY FOR USE INSTA- HOT UNITS 4. EXISTING ELECTRICAL (NO INORK) 'TO VACANT RETAIL EXISTING DOOR TO REMAIN (94 SEATS) 12,0 Sect4S (26 SEATS) UP TO MEZZANINE EGRESS ILLUMINATING LIGHT IN/ BACK-UP BATTERY, TYP It is strongly recommended that hot water for the restroom hand wash sinks be plumbed from the main hot water heater ...instead of using an inStant warm type water heater unit DOOR POSTED I" MINIMUM LETTERING: 'TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED' j L. MAIN FLOOR FLAN DOS TSE ARCHITECTURE ENGINEERING PLANNING 12930 N.E. 178th STREET Woodinville, WA 98072 -5708 (425) 481 -6601 ' FAX: 481 -6371 ��oe �tEGIST EC�T g�A� OF WASHING7 P'MIT ST CODE COM PLIANCE APPROVED AUG 21 2Oil� CEof TukWila project title: WHAT THE PHO 50UTHGENTER 11250 50UTHGENTER PKWY TUKWILA, WA x8188 -3301 sheet title: FLOOR PLANS � SCHEDULES revisions: '1/3/08 HEALTH 1 DEPARTMENT COMMENTS CORRECTION NOTICE 2 8/11/08 RECEIVED PERMIT(N'FP designer: PH L drawn: WHB checked: ARR date: 4/2/OS scale: 3/l" = I' -O" file 6431 -A sheet #: A=2 _... TsE ARCHITECTURE ENGINEERING PLANNING 12930 N.E. 178th STREET Woodinville, WA 98072 -5708 (425) 481 -6601 • FAX: 481 -6371 87 RE I RED ECT ANDEHS R. RAM1AN STATE OF WASHINGTON PERMIT SET REVIEWED FOR APPROVE Aug r zuas I Ciiy pi Tukwila fLasmolyisaN project title: WHAT THE PHO SOUTHCENTER 11250 SOUTHCENTER PKWY TUKWILA, WA .18188 -5501 sheet title: REFLECTED CEILING PLANS, SCHEDULES, 4 DETAILS 45 revisions: A m:F . 11aq NOTICE 8 0 RECEIVED PO AIIr_ 2') 911f11X L. C.. emv v.„i PERMIT CENTER 15 designer: DHIN drawn: INHB checked: ARR date: 4 /21/OS scale: AS NOTED file: 6451 -A sheet #: A=5 LIGHTING SCHEDULE SYMBOL DESCRIPTION QTY PMATT/UNIT TOTAL. WATTAGE BOOTH PENDANT 5 45 155 8 0 STAIRS PENDANT I 15 75 „ DINING PENDANT 5 100 500 WALL SCONCE 2 60 120 • BAR PENDANT 5 20 100 4 -FT TRACK LIGHTING 88L.F. 25 /L.F. 2200 'u u' 0 RECESSED DOWNLIGHT 22 60 1520 0 DINING TUBE PENDANT I 200 200 2x4 FLUORESCENT 10 64 640 M4X. MIS 13 J + = 515E Tom. FR703137 WATTS 5090 OPTION: EXTEND TO BOTTOM OF STRUCTURE PROVIDE COMP. CHANNEL TO ALLOW FOR VERTICAL ADJUSTMENT PROVIDE BLOCKING IN WALLS AS REQUIRED FOR: A. DOOR FRAMES B. WALL MOUNTED DOOR STOPS G. COUNTERS D. OTHER ITEMS AS NECESSARY SCALE N.T.S. ATTACH TO BOTTOM OF MEZZANINE STRUCTURE +•+ +* +: •+ ++ + ATTACH TO METAL STUD TRACK MIN. (2) TEK SCREW FASTENERS @ EACH BRACE 20 GA TOP TRACK EXISTING SUSPENDED ACOUSTICAL TILE CEILING. REFER TO DETAIL *2/A -3 FOR GRID SUSPENSION DETAILS. 2x4 METAL STUDS ® 16" O.G. 5/5" GINS (TYPE-4 BOTH SIDES HORIZ BRIDGING ®1/2 POINT 6" RUBBER BASE METAL FLOOR TRACK: FASTEN TO FLOOR W/CONG. EXPANSION FASTENERS ® 12" O.G. MAX., AS APPROVED BY LANDLORD. TYP. METAL INTERIOR PARTITION SUBMIT WEIGHT OF PENDANT FIXTURE TO MFR. OF EXISTING TRUSSES FOR REVI V d APPROVAL d f ' PROVIDE BLOCKING S NECESSARY. - OPE CEILING MEZZANINE GEILIN6 FLAN SCALE: 3/Ib' = I' -0' SCALE: 3/16" = I' -0" Z �� GEILING �T: 8'_6" / ■. L _, 1 _ Fr/4F .0A" .y ..._, I _ AFAI4/ AMI .IYA I ii. HT: B'-6' ��miiiioii I r; z dgi IN it L -1 l I% MMINNIIIIIMI NM 0 - - CEILING SUBMIT WEIGHT OF PENDANT FIXTURE TO MFR. OF EXISTING TRUSSES FOR REVIEW d APPROVAL PROVIDE BLOCKING AS NECESSARY. DEDICATE (I) LIGHT FIXTURE PER TENANT SPACE TO BE CONTROLLED SEPARATELY .SEILING HT: S'-6 EMERGENC" EXIT SIGN BACK -UP BATTERY, DAYLIGHT ZONE. CONTROL SEPARATELY FROM REMAINDER OF TENANT SPACES WASHABLE CEILING TILE SCALE: 3/16" = I'-O" REFLEGTED GE I L I NG PLAN W/ TYP NOTES: I. ATTACH TO STRUCTURE N ACCORDANCE W/ LANDLORD d MASTER SHELL PERMIT REQUIREMENTS. F.Y. LOCATION OF EXISTING REBAR: DO NOT CUT EXISTING REBAR OR STRUCTURE. 2. STUDS AND TRACK TO BE 20Go.x1- I /2 "x3 -I /2" (MIN.) 1 PTD N.T.S. CRO TEE ISOMETRIC VIEW STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. min. 2" SIDEVIEW I. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE I IN ACCORDANCE WITH THE PROVISIONS OF ASTM G 635, ASTM C 656 8 IBC 2006 SECTION 803.9 4 SECTION 1615 $ CISCA 5 -4. 2. REFER TO NORTHWEST WALL 4 CEILING BUREAU FTI *401 (6/05) FOR ADDITIONAL GENERAL RECOMMENDATIONS. SECTION REFER TO NOTE *I BELOW FOR ATTACHMENT TO STRUCTURE. STEEL STUD AT 24" 0.0. STEEL TRACK In 5/8" G.W.B. S DETAIL S N.T SND HEAVY DUTY MAIN TEE 4 CROSS TEES TP �a STEEL STUD COMPRESSION POST OR ROD, OR OMIT PER LOCAL JURISDICTION *12 / 4 HANGE WIRE �G�ILING GRID DETAIL 5GALE: N.TS. CONTINUOUS STEEL STUD AT 24" o.c. SCD ATTAC TO WALL ANGLE la TWO ADJACENT SIDES 2x2 ANGLE MOLDING 2 3 4 LEGEND I. PTD: PAPER TOWEL DISPENSER/WASTE RECEPTACLE 2. 5ND: SANITARY NAPKIN/TAMPON DISPOSAL 3. TP: TOILET PAPER HOLDER 4. SCD: SEAT COVER DISPENSER 5. SD: SOAP DISPENSER, WALL MOUNTED ACCESSORY ELEVATION MAIN TEE SD STEEL AT 24" 04. 0 5 . 8" STEEL TRACK ATTACHED TO EACH STUD WITH (2) *5xI "SDS (MIN.) 3/8" MIN(3 /4' MIN AT UN- ATTACHED WALLS) STEEL STUD WALL TO STRUCTURE ABOVE PER NOTE #I, TYP x X 12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. 0 z k a N.T.S. HEAVY DUTY MAIN TEE 4 CROSS TEES / 60" MIN 36" MIN (WHEN WALL 7 ACE PERMIT51 / 24" MIN 25" MAX. ■ WALL PER PLAN] l — w zQ LAVATORY COUNTER z WATER -RES I STANT WAINSCOT LINE OF WALL OR PARTITION 3/4" PLYWOOD SHEATHING BEHIND GWB THIS WALL ONLY GRAB BAR I -1/2" DIA. 6" COVE BASE, TYP 6" MIN CLR 2x6 BLOCKING @ MIRROR 2x12 BLOCKING @ VANITY LAVATORY RIM P. LAM. COUNTER O *ER 3/4" MDO PLYWOOTr EACH SIDE OF PLYWOOD OUTRIGGERS (TYPICAL) 3/4" PLYWOOD OUTRIGGERS cr LOCAT` PER PLAN PAINT TO MA I` INSULAT REFER BELOW II" MIN MATCH P -LAM VANITY P v LYWOOD FRAME CONTI N UOUS FRONT. FRONT 4 BACK SIDE AS SHOWN Z E PIPES: V TO NOTE I t- tti 8" MIN CLEAR FLOOR SPACE WO I'7" MIN TOE SPACE Jr L J N NOTE: WATER SUPPLY AND DRAIN PIPES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OF ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 30" WIDE ;MIN. CLEAR)) LAVATORY ELEVATION N.T.S. LIGHT FIXTURE (WHERE OCCURS) MIRROR m N 9 N INSULATE EXPOSED SUPPLY AND DRAIN LINES WITH VINYL COVERED INSULATION X48 380 PA IA NI II IA VI 112 IMO 1 MI/Ar4 IOW! I 5/8" GAB CEILING (OFFICE) MEZZANINE WALL PARALLEL TOP OF STEEL $21' -10" I -HOUR RATED EXISTING 6" METAL. STUD TENANT DEMISING WALL W/ SOUND INSULATION. 5/8" TYPE X GM BY TENANT. MEZZANINE FLOOR IO' -6" VACANT RETA I L TOP OF SLAB O' -O" 1,411 toll 111111oi111s?1tl ?1t/1N1 ( DINING) ETAL TOP K LADDER MING 024" o.G. YE TRUSS TTOM CHORD. METAL STUD WALL W/ 5/8" GAB BOTH SIDES. FASTEN TO TOP TRACK W/ SCREWS ON BOTH SIDES OF STUDS. EXISTING JL HORIZONTAL BRAG I NG FOR DEMISING WALL ACOUSTIC CEILING TILES EXISTING CONCRETE FLOOR SLAB (PASS THRU) K I TGHEN MEZZANINE 4' -O" O.G. MAf<. SECTION SCALE: 1/2" = I 1 -O" EXISTING ROOF STRUCTURE 0 RP o IL METAL GUARDRAIL 042" A.F.F. BEYOND 10 11111111111111111111111111111111111111111111111■ 1111111111111111111111111111111111111111111111. 1111111111111111111111111111111111111111111111■ 11111111111111111111111111111111111111111111 111111111111111111 .1111111111M d a a i 0 0 0 METAL TOP TRACK W/ (2) SELF- TAPPING SCREWS EACH TRUSS BOTTOM CHORD // / / / / / / / / / / / / / / / / / / / / / // //////// HALLNAY 5/8" GAB CEILING MEZZANINE WALL PERPEND I GULRR SCALE: 1/2" = 1 '-O" (OFFICE) EXISTING HORIZONTAL BRACING FOR DEMISING WALL LOW WALL ®42" A.F.F. STORAGE RI 111 ? /l I A1n1if ATRIN FASTEN GUARDRAIL TO LOW WALL (4) LOCATIONS, TYP. (SERVICE BAR) METAL STUD WALL IN/ 5/8" GWB BOTH SIDES. FASTEN TO TOP TRACK W/ SCREWS ON BOTH SIDES OF STUDS. I -HOUR RATED EXISTING 6" METAL STUD TENANT DEMISING WALL W/ SOUND INSULATION. 5/8" TYPE X GWB BY TENANT. VACANT RETAIL TSE ARCHITECTURE ENGINEERING PLANNING 12930 N.E. 178th STREET Woodinville, WA 98072 -5708 (425) 481 -6601 A FAX: 481 -6371 AND - . RAMAN STATE O WASHINGTON 'ERMIT SET REVIEWED OR CODS COMPLIAKE 2 "7 7.000 +tY Of Tukwila 131311-, 5 9051 IC �- project title: sheet title: REGISTERED 1 CT WHAT THE PHO SOUTHGENTER 11250 SOUTHOENTER PKWY TUKWILA, WA 6 18188 -3301 SECTION et DETAILS revisions: designer: drawn: checked: sheet #: F/FC 'WWED AUG 2 2 2008 PERMIT CENTER date: 4 /2c1/OS scale: AS NOTED file: 6431 -A A=4 bOB- 350 DHIN 1A11-1E3 ARR ANIIIII A- TsE ARCHITECTURE ENGINEERING PLANNING =NE 178th !MEET Woodrnie, WA 98072 -5708 (425) 481 -6601 • FAX: 481.6371 PERMIT SET 00 r l i 19969 AUG 202008 ,; : project title: 11.4-IAT THE P1-10 SOUTNCENTER 11250 5OUTNCENTER PK1.UY TUKUIILA, WA 98188 -3301 sheet title: STRUCTURAL NOTES AND DETAILS revisions: A C ORRECT ION NOTICE 13/11/08 RECEWED ;Allis Z z aliti PFRMIT (FNTFR designer: TLP drawn: CL checked: TLP date: 4/29/0S scale: AS NOTED file: 6431-S1 sheet #: 5 1 STRUCTURAL NOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE INTERNATIONAL BUILDING CODE AND STANDARDS, 2006 EDITION (IBC '06), AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. c.) BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFUCT WITH THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA: FLOOR LIVE LOAD ROOF SNOW LOAD WIND: SEISMIC: FOUNDATIONS: FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 1500 psf. EXCAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO BE BACKFILLED WITH LEAN CONCRETE (f'c =2000 psi) OR COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE: 100 psf (with other live loads in accordance with IBC '06, table 1607.1) N/A N/A SOIL SITE CLASS =D, Ss= 135 %g, SDC =D ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH IBC '06, IBC '06 STANDARDS AND ACI -301. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 3000 psi FOR WEATHERING. (2500psi USED FOR DESIGN, SPECIAL INSPECTION NOT REQUIRED) WITH AIR ENTRAINMENT IN ACCORDANCE WITH SECTION 1904.2.1. REINFORCING STEEL: #4 BARS TO BE GRADE 40, #5 TO BE GRADE 60 DEFORMED BARS PER ASTM A615 WITH DETAILING, FABRICATION AND PLACEMENT PER IBC '03 AND ACI -318. INTERSECTING CONCRETE WALLS & FOOTINGS ARE TO HAVE #4 CORNER BARS WITH A MINIMUM OF 18" OF EMBEDMENT AND SPACED THE SAME AS THE HORIZONTAL REINFORCEMENT. STRUCTURAL STEEL: STRUCTURAL STEEL IS TO CONFORM TO THE FOLLOWING: SHAPES A992 , CHANNELS A36, TUBES A500 GRADE B, AND PLATES A36. FABRICATION AND ERECTION IS TO BE IN ACCORDANCE WITH AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ", ALL STEEL ASSEMBUES ARE TO RECEIVE AS A MINIMUM ONE COAT OF SHOP APPUED PRIMER. ALL WELDING IS TO BE SHOP PERFORMED BY WABO CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST EDITION OF AWS D1.1 "STRUCTURAL WELDING CODE ". WELD JOINT DESIGNATIONS WHERE SPECIFIED ARE AWS D1.1 PREQUAUFIED COMPLETE JOINT PENETRATION. STRUCTURAL STEEL SHOP WELDING REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH IBC 06. WELDING ELECTRODES ARE TO BE E70 STRENGTH. TT IS RECOMMENDED THAT SHOP DRAWINGS OF STRUCTURAL STEEL ARE SENT TO TSE, INC. FOR REVIEW PRIOR TO STARTING FABRICATION. COLD FORMED STEEL FRAMING: REFERENCE STANDARDS: CONFORM TO: AISI "SPECIFICATION FOR THE DESIGN OF COLD— FORMED STEEL STRUCTURAL MEMBERS" AWWC "WALL AND CEILING STANDARDS" SEC. 9.8 "EXTERIOR STEEL STUDS WALL SYSTEMS" AWS D1.3 "STRUCTURAL WELDING CODE —SHEET STEEL" UNC CHAPTER 22, DIVISION VII, SPECIFICATIONS FOR DESIGN OF COLD FORM STEEL STRUCTURAL MEMBERS" MATERIALS: STUDS AND TRACK: 54.68 AND 97 —MIL, ASTM A653 GRADE D OR ASTM A1011 GRADE 50, MIN Fy =50 KSI 33 AND 43 —MIL, ASTM A653 GRADE A OR ASTM A1011 GRADE 33, MIN Fy =33 KSI SHEET METAL SCREWS: SELF — DRILLING, #8 x 1/2, MINIMUM WELD MATERIALS: E60XX ELECTRODES AND CONFORM TO AWS D1.3 FLOOR JOISTS: COLD— FORMED STEEL FRAMING 54,68 AND 97 —MIL, ASTM A653 GRADE D OR ASTM A1011 GRADE 50, MIN Fy =50 KSI 33 AND 43 —MIL, ASTM A653 GRADE A OR ASTM A1011 GRADE 33, MIN Fy =33 KSI STUDS AND TRACK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A653, G60, UNLESS IN CONTACT WITH PRESSURE TREATED WOOD. IF IN CONTACT WITH PRESSURE TREATED WOOD, USE G90 OR GREATER COATINGS. FASTENINGS NOT SHOWN ON THE DRAWINGS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. SIZE AND PROFILE: CLOLD— FORMED STEEL FRAMING MEMBERS SHALL BE AS SPECIFIED IN THE STEEL STUD MANUTACTURER'S ASSOCIATION ICBO EVALUATION REPORT ER -4943P AND OF THE SIZE AND PROFILE AS SHOWN ON THE DRAWINGS. ALTERNATE MEMBERS EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STRENGTH BY MANUFACTURERS NOT CURRENT MEMBERS OF THE STEEL STUD MANUTACTURER'S ASSOCIATION SHALL BE SUBJECT TO REVIEW AND APPROVAL BT THE ARCHITECT /ENGINEER. INTERIOR WALL STUDS DESIGN CRITERIA: THE LATERAL FORCE AND DEFLECTION LIMITS ON INTERIOR PARTITION WALLS SHALL BE PER CHAPTER 16 OF THE 2006 IBC. REFERENCE DESIGN LOADS, THIS SHEET FOR LOADING CRITERIA. THE LOAD DEFLECTION CRITERIA SHALL BE L/240 FOR PLASTER AND DRYWALL FINISHES. THE STUDS SHALL BE ATTACHED TO THE NEW STRUCTURE SO AS TO NOT INTERFERE WITH OTHER TRADES OF THE PROJECT. CONNECTORS: CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE —HALF OF THE SCREWS OR BOLTS IN EACH MEMBER. UNLESS NOTED OTHERWISE ALL SCREWS SHALL BE #8 x 1 -1/2" HEX WASHER HEAD. PENETRATION OF SCREWS THROUGH JOINED MATERIAL SHOULD NOT BE LESS THAN THREE EXPOSED THREADS. BUNDLED STUDS: STUD OR JOIST GROUPS OF THREE OR MORE MEMBERS SHALL BE SHOP WELDED TOGETHER WITH 1/8" FILLET WELDS BY 1/2" LONG, BOTH SIDES, AT 12 "o.c. ERECTION: • ERECT FRAMING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION AND SHOP DRAWINGS. • STUDS SHALL SEAT INTO TOP AND BOTTOM TRACKS. THE GAP BETWEEN THE END OF THE STUD AND THE WEB OF THE TRACK SHALL NOT EXCEED 1/16" FOR LOAD BEARING STUDS. • JOISTS AND END STIFFENERS SHALL BE LOCATED DIRECTLY OVER AXIAL LOAD BEARING STUDS. THE USE OF A TRACK AS A LOAD DISTRIBUTION MEMBER IS NOT PERMITTED. • ALL AXIALLY LOADED MEMBERS SHALL BE ALIGNED VERTICALLY TO ALLOW FOR FULL TRANSFER OF THE LOADS DOWN TO THE FOUNDATION FIELD CUTS AND NOTCHES: FIELD CUTS OR NOTCHES OF ANY KIND ARE NOIT ALLOWED IN AXIAL LOAD BEARING COLD— FORMED STEEL MEMBERS. IF A FIELD CUT IS REQUIRED, CONTRACTOR SHALL CONTACT SER PRIOR TO CUTTING FOR DIRECTION ON CUT —OUT REINFORCING. MEMBER CONDITION: ALL STRUCTURAL COLD— FORMED FRAMING MEMBERS MUST BE IN GOOD CONDITION. DAMAGED MEMBERS, MEMBERS WITH CRACKING IN THE STEEL AT HTE BEND RADIUS LOCATIONS, AND MEMBERS WITH SIGNIFICANT RED RUSTING, OR SCALING OF THE PROTECTIVE COATING ARE UNACCEPTABLE AND MUST BE REPLACED, UNLESS APPROVED BY THE SER. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL NOT CAUSE PERMANENT DISTORTION TO ANY MEMBER OR COLLATERAL MATERIAL. MEMBERS NOT MEETING TOLERANCES USTED BELOW SHALL BE REPLACED PRIOR TO ADDING AXIAL LOADING. TOLERANCES: AXIAL LOAD BEARING COLD— FORMED STEEL FRAMING SHALL BE ERECTED TRUE AND PLUMB WITHIN THE SPECIFIED TOLERANCES USTED BELOW. FOR PURPOSES OF THIS SECTION, CAMBER IS DEFINED AS THE DEVIATION FROM STRAIGHTNESS OF A MEMBER OR ANY PORTION OF A MEMBER WITH RESPECT TO ITS MAJOR AXIS AND SWEEP IS DEFINED AS THE DEVIATION FROM STRAIGHTNESS OF A MEMBER OR ANY PORTION OF A MEMBER WITH RESPECT TO ITS MINOR AXIS. • FOR AXIAL LOAD BEARING STUDS, OUT OF PLUMBNESS AND OUT OF STRAIGHTNESS (CAMBER AND SWEEP) SHALL NOT EXCEED 1 /1000th OF THE MEMBER LENGTH. • FOR JOISTS, OUT OF STRAIGHTNESS (CAMBER AND SWEEP) SHALL NOT EXCEED 1 /1000th OF THE MEMBER LENGTH. • FOR TRACK, CAMBER SHALL NOT EXCEED 1 /1000th OF THE MEMBER LENGTH. PERMANENT BRACING AND BRIDGING: DOUBLE FLAT STRAP OR CHANNEL BRIDGING SHALL BE INSTALLED AT 4'- 0 "o.c. MAXIMUM UNLESS NOTED OTHERWISE, AND ADEQUATELY BRACED AS SHOWN ON THE DESIGN DRAWINGS. TEMPORARY BRACING: THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND PROVIDE TEMPORARY BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. STEEL STUD Ilk d 54 MIL BRIDGING CHANNEL AT 48" O.C. VERTICALLY ALONG HEIGHT OF STUD age EXISTING SLAB CLIP ANGLE [LENGTH = 80% OF STUD DEPTH (d)] BRIDGING: COLD— ROLLED CHANNEL WITH CLIP ANGLE TYPICAL STEEL STUD WALL BRIDGING EXISTING PARTITION WALL PER PLAN ATTACH STUD TO TRACK W/ #8 SDS (TYP). #10 SCREWS STEEL STUD 10 SCREW AT EACH STUD N EW SHEARWALL PER PLAN STEEL TRACK WITH ;is' DIA. HILTI KWIK BOLT II EXPANSION ANCHORS (OR EQUAL) AT 48" O.C.. (BOLTS TO HAVE 2 -3/4" (MIN.) EMBEDMENT) EDGE FASTENER PER PLAN CONNECTION DETAIL (4) 1 /2" DIA. ANCHOR BOLTS W/ 7" EMBEDMENT INTO FOOTING (AS AN OPTION X" DIA. HILTI KWIK BOLT II EXPANSION ANCHORS WITH 4" EMBEDMENT INTO FOOTING MAY BE USED) TRACK BLOCK PIECE TO MATCH WALL STUD DEPTH. CLIP FLANGE AND BEND INSTALL AT 8' O.C. FILL VOID W/ GROUT STEEL COLUMN PER PLAN • t . #10 SCREW (BLOCK TO STUD) 1-1/2" TAUT STRAP AT 48" O.C. VERTICALLY ALONG HEIGHT OF STUD. (STRAP TO BE THE SAME THICKNESS AS STUDS) BRIDGING: DOUBLE FLAT STRAP WITH BLOCKING • CAD FOUNDATION /COLUMN 3/4" (TYP) z 1 /2" THICK STEEL BASE PLATE 1" NON- SHRINK GROUT J U M FOOTING PER PLAN DETAIL io I 9/16" DIA HOLE (TYP) #8 AT 6" O.C. COLDFORMED STEEL SECTION PER PLAN CRIPPLE STUDS SLAB CONCR TOP TRACK WALL STUD #8 SCREW AT EACH STUD U HEAD TRACK AT TOP OF OPENING 1' -4" FOUNDATION DETAIL J HEADER FRAMII� 1 C3 TRACK PIECE ATTACHED TO JAMB STUD. BOX HEADER TO EXTEND INTO TRACK PIECE AND ATTACH TO LEGS OF TRACK w/ #8 SCREWS 5 -3/4" WIDE x 8 "LONG x 3/8" THICK STEEL PLATE WITH (4) A" Dia. HOLES STEEL TRACK WITH 1 /2" DIA. ANCHOR BOLTS AT 48" O.C. (AS AN OPTION 7¢" DIA. HILTI KWIK BOLT II EXPANSION ANCHORS (OR EQUAL) WITH 2 -3/4" EMBEDMENT INTO FOOTING MAY BE USED) CONCRETE FOOTING 2 — #4 N HEADER ATTACHMENT BOX HEADER TO REST ON HDS JACK STUD AND ATTACH TO TRACK PC. SEE DETAIL ABOVE. CLIP ANGLE CONNECTION, BOX HEADER TO JAMB CLIP ANGLE CONNECTION, HEAD TRACK TO JAMB HDS J ttvi FULL PTO ATTACH G DETAIL,TYP. 08-380 _. ANNE TsE ARCHITECTURE ENGINEERING PLANNING 12900 NE 178th STFEET Woodrnie, WA 98072 -5708 (425) 481 -6601 • FAX 481 -6371 PERMIT SET ; f x 0 i 19969 /LI ' �A t„ .. ,. AUG 2 0 ?IP. .i ,1. �� '''' ' \V. 2008 project title: WHAT THE PHO SOUTHCENTER 112=50 SOUTHCENTER PKUJI' TUKWILA, WA 98188 -3301 sheet title: STRUCTURAL DETAILS revisions: A CORRECTION NOTICE 8/11/08 pycEpV" f AUG 222008 PERMIT CENTER designer: TLP drawn: CL checked: TLP date: 4/29/08 scale: AS NOTE file: 6.431-52 sheet 5 2 . 2 -1 /2"WIDEx9 "LONGx %" THICK PLATE HSS STEEL HEADER -\ PER PLAN 1/8" (2) 1/2" DIA. HILTI KWIK BOLT II EXPANSION ANCHORS WITH 4" EMBEDMENT INTO FOOTING EXISTING FOUNDATION WALL FOU HSS COLUMN PER PLAN CONNECT COLUMN TO BEAM WITH (4) #12x1" SDS SCREWS 1 /8" FACE OF OPENING COLUMN 10" 96 "0 HOLE FOR N BOLT (TYP.) DATION /COLUMN DETAIL BASEPLATE 3/8" THICK STEEL BASEPLATE SIZED AS SHOWN N N STEEL DECK w/ REINFORCED CONCRETE SLAB PER PLAN BLOCK BETWEEN JOISTS #8 SCREW (OR POWDER ACTUATED FASTENER) AT EACH JOIST 0 0 #10 AT 12 "o. _Tr TRACK OR STUD WEB STIFFEN E JOIST w/ SCREWS STEEL BEAM PER PLAN SIMPSON "L30" AT EACH BLOCK FLOOR JOIST PER PLAN FRAMING DETAIL AT CANTILEVER ANGLE L4x4xY4" ATTACHED TO STEEL #8 SCREWS AND TO WITH (2) 1/2" Dia. R ATTACHED TO ( # . 11 . 1 111111■W=A l t 7 ti - I STEEL TRACK PER PLAN #8 SCREW AT EACH JOIST JOIST WITH (6) RAILING POST BOLTS 2x2x" THICK (MIN) STEEL GAURDRAIL POST AT 48" O.C. (MAX) WALL PER ARCHITECTURAL PLAN STEEL DECK w/ REINFORCED CONCRETE SLAB PER PLAN EDGE FASTENER PER PLAN STEEL SHEATHING PER PLAN FRAMING DETAIL TRACK OR STUD WEB STIFFENER ATTACHED TO JOIST w/ (4) #8 SCREWS STEEL TRACK PER PLAN SIMPSON "LTP5" AT 24 "o.c. TOP TRACK STEEL DECK w/ REINFORCED CONCRETE SLAB PER PLAN #10 AT 12 "o. BLOCK BETWEEN JOISTS EDGE FASTENER PER PLAN LOWER FLOOR WALL PER PLAN STEEL SHEATHING PER PLAN (AT SHEARWALL LOCATIONS) FRAMING DETAIL TRACK OR STUD WEB STIFFENER ATTACHED TO JOIST w/ (4) #8 SCREWS SIMPSON "L30" AT EACH BLOCK TOP TRACK FLOOR JOIST PER PLAN TOP OF CONC. v USE SHEARWALL EDGE SCREWING FOR CONNECTION OF SH'T'G TO POST (TYP.) SHEARWALL PER PLAN (SHEATHING NOT SHOWN FOR CLARITY) DBL STUD SYM. f ABT BRACKET TYPE HOLDOWN PER PLAN HOLDOWN DETAIL 5/8" Dia. TI- TREADED ROD E BEDED 6' INTO CONCRETE WITH SIMPSON "SET" ADHESIVE (USE 2 -1/2" EMBEDMENT AT SIM) TRACK PER PLAN bo838o CONCRETE FOOTING (SLAB AT SIM) SHEARWALL SCHEDULE (STEEL STUDS)1,2,3,4 MARK SHEATHING SHEATHING EDGE FASTENER SHEATHING FIELD FASTENER REMARKS SW1 0.027" THICK SHEET STEEL #8 0 6" O.C. #8 ® 12 "o.c. FOUNDATION PLAN ..... . TsE ARCHITECTURE ENGINEERING PLANNING 12930 N.E. 178th STREET Woodinville, WA 98072 -5708 (425) 481 -6601 • FAX: 481 -6371 PERMIT SET r . ` Ire '''' � Q, 4 I f i 1 .y:. h } r. r. ,,; ads a) ", Ca 19969 4331g, `i. ..fi .. "' r vinpror AUG 20 2000 project title: WHAT THE PHO SOUTHCENTER 11250 SCUTHCENTER FKLU1' TUKUJILA, WA 98188 -3301 sheet title: MEZZANINE FRAMING PLAT` SHEARWALL PLAN FOUNDATION PLAN revisions: CORRECTION \ NOTICE 8/11/08 RECEIVED AIIf1 A 4' nftnn • MU (4, L.UUU PERMIT CENTER designer: TLP drawn: CL checked: TLP date: 4/29/0S scale: AS NOTED file: 6431-S3 sheet #: 5 3 __.,._____ EXISITNG PARTITION WALL 3' -3" FTG. C. ■ 2' -3" • • S bc SIM 4' -9" (L) SIM 36x36x10" CONCRETE FOOTING w /( # E.W. FTG. N c0 FTG . FTG. FTG. 21' -8%" 16x12 CONCRETE FOOTING WITH 2 #4 L.W. (TYP) 19' -2" r • FTG. 1• L FOUNDATION PLAN SCALE: 1/4" = 1' -0" 20' -6" 22' -4X" EXISTING SLAB ON GRADE 17' -& " TYP. FTG 1 L TYP. 0 FTG. 48x48x10" CONCRETE FOOTING w /( #4 E.W. .. IMP L_ EXISTING FOOTING 24x24x8" CONCRETE FOOTING w /(2) #4 E.W. EXISTING FOOTING EXISTING PARTITION WALL TYPICAL FLOOR CONSTRUCTION: • 2 -1/2" LIGHTWEIGHT CONCRETE SLAB REINFORCED WITH 6x6 W 1.4xW 1.4 • VULCRAFT "0.6C22 CONFORM" STEEL DECK • 800S162 -68 STEEL JOIST AT 16" O.C. (U.N.O.) (CONNECT STEEL DECK TO JOIST WITH #10 SCREWS AT 12" O.C.) V • ' I IA milli /iiAIlI riiiiiiiIAr/ / iii iioAIAWMiiiAIAIAr iiiiiiiii 0 • N ; 0 N iii ii //AII2IM/N�ui 0 m 2 m 2 2 I 0 2OW%IWr4iii FA iri iiiiii// AI/AiiiiiiiiiSIMA• MA PA 0 t i E 2 N 1 II 0 iI • WWWWWWWWWWWWWNI 0 0 i TYP. WW 0 WW WM SCALE: 1/4" = 1' -0" HSS 3.5x3.5x" O 0) 0 0 U) O) co co 0) 0 0 0) 0 0 SW1 FRAME HEADER INTO WALL PER DETAIL D /S -1, TYP. LINE OF WALL ABOVE SW1 MEZZANINE FRAMING PLAN w /NAIL FLOOR SHEARWALLS 0) 0) 0 0 U) rn N 0) NOTES: 1. SCHEDULE IS BASED ON 2006 INTERNATIONAL BUILDING CODE 2. SHEET STEEL SHEATHING IS TO BE ASTM A1003 GRADE 33 TYPE H. 3. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED 4. SHEATHING IS TO BE ATTACHED TO STEEL FRAMING WITH A MINIMUM NO. 8 FLAT HEAD SELF — DRILLING SCREW WITH A MINIMUM HEAD DIAMETER OF 0.285 INCH .\ • I — SELF SUPPORTING 1 1 1 I STAIRWAY PER ARCH PLAN � (BIDDER DESIGN) 11 0 co r - • -• -•M HSS 24x4xii (OFFSET FROM OPENING PER DETAIL G /S -2) STEEL HEADER: HSS 2 -1 /2 "x4x 6 HSS 22x4xx (OFFSET FROM OPENING PER DETAIL G /S -2) Rev Leo f° \ c cope ' p,X0 NCI(. 2,1 70 - 00111040 5.111 ,1 . 90-01.501 .111,1.9 LNG. MEZZANINE LIGHT GAGE STEEL FRAMING NOTES: • WALLS TO BE FRAMED WITH 3505125 -54 STUDS AT 16" O.C. (U.N.0) AND BRACED PER DETAIL C /S -1 • WALL TOP AND BOTTOM TRACKS TO BE THE SAME WIDTH AND GAGE AS STUDS • FLOOR JOIST ARE TO BE IN -LINE FRAMED WITH WALL STUDS (TYP.) • COLUMNS ® HEADERS, AND BEAMS, TO BE (2) 3505125 -54 WITH CONNECTIONS PER DETAIL D /S -1 (U.N.0) • ALL HEADERS AND BEAMS TO BE (2) 8005162 -68 (U.N.O.) • ALL FLOOR JOISTS TO BE 8005162 -68 AT 16" O.C. (U.N.O.) LEGEND SW X = SHEARWALL PER SCHEDULE ON S - 3 = DETAIL PER S1 & S2 O38O