Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D11-151 - MACAU CASINO - TENANT IMPROVEMENT
MACAU CASINO 5700 SOUTHCENTER BL D11 -151 City of/Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1157200353 Address: 5700 SOUTHCENTER BL TUKW Suite No: Project Name: MACAU CASINO DEVELOPMENT PERMIT Permit Number: D11 -151 Issue Date: 07/15/2011 Permit Expires On: 01/11/2012 Owner: Name: RASH & ASSOCIATES #47 Address: PO BOX 260888 , PLANO TX 75026 Contact Person: Name: RICK LENTZ Address: 1800 136 PL NE, SUITE 100 , BELLEVUE WA 98005 Contractor: Name: HUBER GENERAL CONTRACTORS INC Address: 10341 SE 185 PL , RENTON WA 98055 Contractor License No: HUBERGCO27JT Phone: 425 - 747 -3177 Phone: 425 - 228 -4400 Expiration Date: 04/25/2013 DESCRIPTION OF WORK: DEMOLISH EXISTING SEATING AREAS AND WALLS WITHIN EXISTING RESTAURANT; CONSTRUCT INTERIOR NON - BEARING WALLS AND REVISE STRUCTURAL ELEMENTS TO CREATE OPEN SEATING AREA. REVISE ENTRY WITH NEW DOORS. NO MODIFICATIONS TO AREAS OUTSIDE OF IDENTIFIED WORK AREA. Value of Construction: $298,364.00 Fees Collected: $5,142.02 Type of Fire Protection: AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0004 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -151 Printed: 07 -15 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: (77A.5/ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of arty other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: M 611.4. 1 5 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. Date: - / / PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. doc: IBC -7/10 D11-151 Printed: 07 -15 -2011 8: When special inspection is required, eit1S a owner or the registered design profession 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. 9: 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. 10: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 11: 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. 12: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 13: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 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: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (206- 431 - 3670). 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: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 22: * ** PLANNING DIVISION CONDITIONS * ** 23: PERMITS ARE REQUIRED FOR THE REMOVAL OF ANY PERIMETER LANDSCAPING. 24: PERMIT IS REQUIRED FOR ALL SIGNS, INCLUDING COPY CHANGES OR REFACES TO EXISTING SIGNS THAT ARE DISCERNABLE FROM THE PUBLIC RIGHT OF WAY OR ADJACENT PROPERTIES. 25: ** *FIRE DEPARTMENT CONDITIONS * ** 26: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 27: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) doc: IBC -7/10 D11 -151 Printed: 07 -15 -2011 28: Portable fire extinguishers shall be pro y i within a 30 -foot (9144 mm) travel distance mmercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protecte y a Class K rated portable extinguisher. (IFC 904.11.5) 29: 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) 30: 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) 31: 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) 32: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 33: 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) 34: 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) 35: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 36: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 37: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 38: 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) 39: 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) 40: 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) 41: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 42: 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) doc: IBC -7/10 D11 -151 Printed: 07 -15 -2011 43: A fire alarm system is required for this act. The fire alarm system shall meet the req`ments of N.F.P.A. 72 and City Ordinance #2051. (A BRAND NEW FULLY .ADDRESSABLE FIRE ALARM SYSTEM IS REQUIRED FOR THIS PROJECT.) 44: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 45: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 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: Local U.L. central station supervision is required. (City Ordinance #2051) 48: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 49: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 50: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 51: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 52: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 53: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 54: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 55: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 56: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 57: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11-151 Printed: 07 -15 -2011 CITY OF TUUILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building= ' ermrt No Mecharuca1PernutNo 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 ** LOC ANION King Co Assessor's Tax No.: 1 I r"7 720 • 036.3 Site Address: 5700 500nNck9.Iih,R MVP Suite Number: — Floor: —' Tenant Name: MACAO CASINO SOOTti-CEN (ET New Tenant: Yes ❑ ..No Property Owners Name: RA51 -1- A -55oc5 # 47 Mailing Address: 1? O . ea( /coos S-8 pLJfrsi O rX 7'3021p City State Name: 1'Z LEI.117_ - tR k WW2. PizGhTEZ-T Day Telephone: 425.747' 317 7 Zip Mailing Address: 1600 1. h PL N E ) rfE (00 , 1 C,LEVUC 1 WP$41 . 9 6OOGJ City State Zip E -Mail Address: f' e k L C 004 y- Lin . Lo m Fax Number: 4 Z'3 147. 714-•j Company Name: Mailing Address: ko 15ER 4 t-►44E / .. CO KT(2A G7o Q5 10341 SE 165'6 ft, 1 NToN 1 WASA. 98055 City State Zip Day Telephone: 206. • SW"' 37664 Fax Number: Expiration Date: 04 /25 /'Zo 13 Contact Person: P004 PO E -Mail Address: 610 Og pOe$Cl1 el C h ai mat Contractor Registration Number:J g ii L b 2.7,31- CSITECT OF ECORD . AI pl ns mmas t berst mp dlby Acchltecctt of R •': �'a.�, ;::! i. ,$' �t y aY ► 5t i "z "� � �i.'';C '.- .ae c �k5a' a 4 ,* Company Name: M - Z A tc.ovr &:r Mailing Address: i 500 1+1.\ 1.\ PC N E SU Vf E 1 CO I3 ELLEV OE W#4 . 18005 Contact Person: RICK. LENTZ City State Zip Day Telephone: 425 • 741. 3177 E -Mail Address: R I COM Fax Number: 425. 747. 7141 Company Name: V O ELK-&. L. I r 1,16 , i tJ G . Mailing Address: 11 1 1 ' 1 I (P-th CIE N E 13 V UEI tJPt544 . ' 56)04- - City State ! Zip Day Telephone: 425 " 451 ' 46\ `t(v Contact Person: O L.E 1/00-1(--ER. E -Mail Address: C IP LE5 VOELt E R • L& H:\Applications\Ponns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Fax Number: 4425. 4 5 i ` 41 5 (e Page 1 of 6 .iBfJILDI , GwPERMIThNFZEWATI 206 4313670 Valuation of Project (contractor's bid price): $ 296, 344 Existing Building Valuation: $ c, oco ,c o Scope of Work (please provide detailed information): PETY1O LAS 4 EXISI1NVI 6 tivri r'A Aft-P6 AM7 WAW' W Y t 1 N C4ctsTi NIA 4:5 -r-cto IT; corlsrkoc.T it O oN - \\A IVAL/- AMD ekva &rrucruf-AL FAX w1Enst To CZEATE OPEN SEPcTit A D\. flkM5E Efey w rro NEW P -5 , No WV.f} l o'J Tb PcWk o LTS i DE Of i oer T(F1ed vi.e Ps(Lc-A. Will there be new rack storage? ❑ Yes %. No If yes, a separate permit and plan submittal will be required. ProvtdeAl1 Building Areas i Square FootageBelow 'Ere qof. _ ,k Occupancy p_er,� Floo I64 555 )6. v.13 A -3 F,lc r.:.;_ tt`i ease °meet icessory' Siiidi Attached+aaiage Wetadlie'd Garage AttachedCarp Deta liedrearpo Rh cove ed Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: g30 Compact: 11 Handicap: 4- Will there be a change in use? ❑ Yes ❑ 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„ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x I1 " 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. H:\ApplicationsWonms- Applications On Line\2010 Applications \7 -2010 - Permit Application -doc Revised: 7 -2010 bh Page 2 of 6 !ERM PPLI tiay_ NOTES ir eble "t tit perm is Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO 13E TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE 1'ATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN6(W1VE Signature: Print Name: IM AC t • lE~ Z Date: JAhVE 1 2011 � Day Telephone: ,4225, • 747- 3117 q Mailing Address: 16 13 4 PC W. 50 [co BEVV E W -I • lsoos City State Zip Date Application Accepted: 1 `1` 1 \ Date Application Expires: 1 � ` Staff Initials: VVf( H:Upplications \Forms - Applications On Line\2010 Applications \7 -2010 - Pemit Application.doc Revised: 7 -2010 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 1157200353 Permit Number: D11 -151 Address: 5700 SOUTHCENTER BL TUKW Status: ISSUED Suite No: Applied Date: 06/01/2011 Applicant: MACAU CASINO Issue Date: 07/15 /2011 Receipt No.: R11 -02524 Initials: User ID: WER 1655 Payment Amount: $63.00 Payment Date: 11/18/2011 02:22 PM Balance: $0.00 Payee: JOHN MCNUTT TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 037290 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 11 -18 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1157200353 Address: 5700 SOUTHCENTER BL TUKW Suite No: Applicant: MACAU CASINO RECEIPT Permit Number: D11 -151 Status: APPROVED Applied Date: 06/01/2011 Issue Date: Receipt No.: R11 -01481 Initials: User ID: LAW 1632 Payment Amount: $3,118.15 Payment Date: 07/15/2011 02:08 PM Balance: $0.00 Payee: SOUTHCENTER INVESTORS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1026 3,118.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $3,118.15 3,113.65 4.50 doc: Receiot -06 Printed: 07 -15 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 1157200353 Permit Number: D11-151 Address: 5700 SOUTHCENTER BL TUKW Status: PENDING Suite No: Applied Date: 06/01/2011 Applicant: MACAU CASINO Issue Date: Receipt No.: R11 -01099 Payment Amount: $2,023.87 Initials: WER Payment Date: 06/01/2011 02:54 PM User ID: 1655 Balance: $3,118.15 Payee: MERRICK LENTZ ARCHITECT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 15825 2,023.87 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 2,023.87 Total: $2,023.87 doc: Receiot -06 Printed: 06 -01 -2011 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF-TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Project: WI Q Al( & J Z / -swAi! 4 e% 0O '71 Al -4,0,04,k/ Type of Inspection: c--: X) A C— (3 •, i t 0,' A G Address: r10o - ._ $(06. Date Called: Special Instructions: Date Wanted:. 1 (. -3V ^l1 p.m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: & J Z / -swAi! 4 e% 0O '71 Al -4,0,04,k/ 4/. -ail-, /01.0/c2,v,f/ Q f9n 7/A9 42i,o/al/P_% role 0 F 0(6UA4 -61/ay _A/Pcog46 Cv az dzeutr_ Ifispector: 11f Date: 1/-. 3'o- I PECTION FEE REQUI ED. Prio to next inspection. fee must be p ' at 6300 Southcenter B d.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project-. A -6 A-Li GAS.' � J Type -) � nAi A- k p� A iuAl ^ 6 Address: 7 0 d 3 C u 4 Date Called: Special Instructions: Date Wanted:. j I 1' _,pi, L p.= Requester: Phonne- o: – V? CO — 3 7 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: v 13( NILhkt, rod 'Inspector: Date: Iil __i 11 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �_ . _ -. may . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 %IL (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit PERMIT NO. ProjetA k C (}iJ:t' Type --', Inspection: �U „, k d • AG ACaalled: Ad e s7 0 0 5� it ii vo' Date Special Instructions: 6CtiI ) ( d 1 Date Wanted . l( —L —, J 441.m- p.m. Requester. Phone No: - ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: I (tea -7 0 A-7 s ({ ` j/ j fig, (�- 1 � . /_, 4., �, I Lail E�' (1) e'' 9 , c -.1k.- "7 r?..) 7A5 IA-`fj /lez_efS451F S 1 kJ ( 1-,-X-ii n - 7,- , A A-( e,of 3 ,& s _......--- ? ) ( , t it ,)/ - -, j , /_.dJ `I LA e____.7 1 .P.. 1 47 -f' /t-t14 P A 1 nspect F: Xd' j 1Date,1 2_3-/r ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila. WA 98188 ft (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 err_ 15( Proj ct 6A u CA-5:. Ai v Type of &syecUQn; ►1 / [� f Lam• t9 Addles s 00 s &' V ta • Date Called: Special Instructions: �,54'a �i" `a' ,?F( Q Date Wanted:. a.m. �tequester: Phone No: 2.-e., Y �-p �� I Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: 1lnsp&tor: 5, 1) • A 'Date: -, ;, i.t REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid'at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L INSPECTION NO. INSPECTION RECORD Retain a copy with permit 4 < <- (Sl PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 le, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 sc1 Proj c e kV , J Type S �s�e - C � L 14 6l' f i@ Address: Date Caller}:- i • , .i,:: Special Instructions: . • / Date Wanted: . '7,2_ '7,2_ a.m. _ r Requester: Phi e 7:0 27(.0 -37 sal U Approved per applicable codes. COMMENTS: Corrections required prior to approval r 4 t,-- 11:),st lInspvetor: Date: 2 1 _ ( { REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at.6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit �.(r - I5 I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 te. (206) 431 -3670 Permit Inspection Request Line (206) 431 - 2451.1. Project: A-J CAs A JQ Type o Inspection rtol �, 4 ' Address: 5 rl 00 sc a (VI) . Date Called: Special Instructions: Date Wanted:. �.a.m; /c.o—(( ''f( p.m. Requester: Phone No 70 CI — Zr7 b -3751 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p a , h %r® 0 f /ZA PI nil" .s ho-4-1/ - * .? ,47 ;1/7/S CIA, n / %,P -74-7/P r., ✓ems , --s gj ji& — -Ai lil spe R r: Date: INSPECTION FEE REQUIRED. Prior to xt inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. all to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila: WA 98188 vs. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj ct , )rx/4 cj (AS 'U p Type of Inspection:. . { --,r.A �l t n Address: 5740 sc.. Q 1 VD . Date ailed: f \Js. c-,�. L- A e. Special Instructions: Date Wanted ` 2r i a.m. to .....1 .m. Requester: Phone No: 3— 29b --3 r7 s9 ❑Approved per applicable codes. Corrections required prior to approval. COMMENTS: D Ai-Nt• Al era fi,AA n K_ a A S -`` rS e--r pAAi Ti rypf Tr Vim* /� [� / { r cJ J . � j/� ti--1 -- . 1 , i I‘?/%7 (I Ilnspgctor: r7 REINSPECTION FEE REQU1R D. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ..r. INSPECTION NO. 4 INSPECTION RECORD Retain a copy with permit . PERMIT NO. • CITY OF' TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection, Request Line (206) 431 -2451 Project: • • 1,1 /92 /(712S/a/0 Type of Inspection: Szc.s,- >0/1,AdANne.•G Alf Address: ,5' _`Sdi/T. Y(1 A/Tt e Date Called: /i/ 4),,19/"/ fi 464 sis,iia 497D4 „),..."3,49.0,411 Special Instructions: . .. r • Date Want *:. %-�3- / / r p.m" Requester: • Phon No:2 / 'I. . Approved per applicable codes. • acorrections required prior to approval. ) COMMENTS: i._ e ', t r' O-v'4 ''T'TT-r J-/. 01 464 sis,iia 497D4 „),..."3,49.0,411 .a..) eJ ►,• - ,�.S�l>..�i - Tr .' rt3 �� 0,✓ + ,✓ e- / /1, 9P.S -- 47/1,"., S fit .70 /.L,v< varilw./ c (2 47 'I. . ..S h1,.#/- 410U g %1, 4/ ',r i s: Date: EIDISPECTION FEE REQUI =ED. Prior to1Kext inspection. fee mGst be al 4300 Southcenter Blvd.. Suite 10 . Call to schedule reinspection. INSPECTION O. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION*. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: d Date Called Special Instructions: . Date Wanted: 24 / // Requester: Phone No: ElApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: /7, i A. TT, e-.€714 ."...—t-- a* kesoc., Gil / /r-1-1 S 4 /�� L Inspector i „......f/_„..,,.:: r J ri $60.00 REINSPECTION F -1' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter : lvd., Suite 100. Call to schedule reinspection. Receipt No.: 3 'Date: 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: /WV 045/^10 Type of Inspection: : ---1/ 4 M : /16 Address: i d o S e. Iv &., Date Called: Special Instructions:.: 0S351(40"c' C 441 -, A N o. 4 Date • d'- 20- (t a.m. RWante Requester: 1 bcn./ C. Phone No!! a IDApproved per applicable codes., D Corrections required prior to approval. COMMENTS: T. p/I wel gt ' .1) ,5A-Afr n n REINSPCTION FEE REdUIRED. Prior to next inspection. fee must be ,paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Po Project: 6 / 24(i47/ate D Type of Inspection: F2f•,/ /AJ Z. /-;-- \. - e,,,)A //.... /e,'; trao -A) - 4Pfeet / Address: 7 D jcp i1 X ,' .6'/. Date Called: __ 4/61 Special Instructions: Date Wanted:. — 5 - // aCtil p.m. Requester: Phone No: c,2 .276-375 ElApproved per applicable codes. ECorrections required prior to approval. COMMENTS i /-;-- \. - e,,,)A //.... /e,'; trao -A) - 4Pfeet / F i&it -.1 Ap-,1..z i3, v Ar ileA4 - 4/61 V / "1 `` Inspec 7 r er"-7 1Date — 9 -1/ INSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1' 1- 1/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. (s l CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tf., (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: i1'1 (40 AA ( (7 AS ?NJ -- Type of Inspection: F CO-n ki ld Address: —7 Date Called: ..Q L 1% i) S oc ) c... A1 1T ri CAF +JT R_ Special Instructions: + Date Wanted:. 6_2t� I I m.. p:m. Requester: Phone No: .(-)C,..,-- i16,- ' 3 71.-/ ElApproved per applicable codes. Corrections required prior to approval. COMMENTS:n A . ?'DZak it -cZJ4 ∎in% Date: El Et 1SPECTION FEE REQUITED. Prior to yfext inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 12/1- lam/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: m,gC,9W CGS; Ip • Type of Inspection Fi-r•c- r.-n or I Address: .5-7o0 1 c. diva. Suite #: Contact Person: ,0,44u� Special Instructions: Phone No.: ,VaG 276 37,.Cf Approved per applicable codes. • Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: • Permits: Occupancy Type: ' 1+C -(yeAf LI /I'34-A.*) %. 3 /1.-.1.1..„..., "4/2,.-.4 r,'.L t :A c l • y 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: • Permits: Occupancy Type: Inspector: AI/ S'3 Date: jibe jp/ Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc • Ass:. e;�ti 6/11/10 T.F.D. Form F.P. 113 • • • • • • • • I 10 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 October 11, 2011 Cert No. 1109 -04 77."9r) OCT' 13 20111 ...I �PuhEr4T City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Dennys Tukwila 5700 Suothcenter Blvd. Permit No. D11-151 Dear Mr. Larson: KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0817 This is to advise you that the following inspections were completed per our reports for the above referenced project and permit. Please see the previously sent reports for actual details of the inspections performed. 1. Structural steel welding and bolting 2. Wedge anchor bolt installation 3. Epoxy anchor bolt installation All inspections, only as inspected and reported, conformed to Tukwila Building Department approved plans, specifications, UBC/IBC and related codes and/or verbal or written instructions from the Engineer of Record. Our last report is dated 09 -23 -11 and is number 140153. Respectfully, CASCADE TESTING LABORATORY, INC. Michele J. Guerrini President TO: CASCADE TESTING LABORATORY, INC_ TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 EVERETT (425) 823 -9800 (425) 259 -0817 FIELD REPORT u 4" P op V &mot Co5r ,LAG o W o '25 2-h 1 11154" "' t'Aiciqd J 9)3( ATTN: PREVIOUS REPORT No. 53594 No. DATE IP 56.7) &0 (201( CERT.NO. 1.09 -o4 PROJECT Y LOCATION 5100 5oc k. r 43L L B PERMIT OWNER WEATHER TEtg0 AAT PM ENGINEER G1 ((e5 -b 00e( ARCHITECT CONTRACTOR THE FOLLOWING WAS NOTED: i 1 64V G CA 1) c Q C tAD k WD (dc RW W %J- 50 iN C� '� ) Wet c:\ a cii`" Eak) u? le c5e+ 4` 1 o cz+ t-e.cte ,\\i rk'‘ .5 ivAlzepu 5 E= ?Xis E pQ (E)60 '-0 3/31%t3) .a(( `t-(Q G5 wQtfC deoio c4.8. 4 r Q 4 v•104--V- wcy5 ay\e a c_cor CIv ` U (r cteptcAccA- `� \5 � �k v&/53 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH• OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 1/02 INSPECTOR(S), NAME(S) PRINTED y 1 / _C•hkt "�r INSPECTO NATURE SIGNED B COPIES TO: /11-1 fFr ° _ ` u. CASCADE TESTING LABORATORY, INC. TESTING 140153 12919 N.E. 126TH PLACE REPORT No. No. • it _.....E:y'4P KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0$17 DATbot V) // CEV \No FIELD REPORT ^ :�p`' � 9 OCT ®S 20111 L \oCj:3 e CtS` PRO AANA1 LOCATION 5100 St Lam,.. Q.C- CATL\ ` Y-L` N\ "--0 TO nN;T ar p c� ` _, ` 1 1 BLDG. PERMIT NO. OWNER ‘‘...<\4. k► WEATHER TEMP. AM PM ` W ENGINEER ` \v/ 0�A ATTN: ARCHITECT ` -z- CONTRACTOR (2) INSPECTION PERFORMED _ LATERAL WOOD _ RESTEEL/CONCRETE RESTEEL NLY — RESTEELJMASONRY — S . T/WELDING — EPDXY — STR.ST /BOLTING OTHER (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES — COLUMNS — DRILLED PIERS — WALLS — BEAMS — ( LOCATION (AREAS) k '. 4 4 (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) CYLINDER REPORT NO ( ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES NO ❑ REMARKS: \(fkt‘ ��ea. c.\\ *cu ) tom-- 3c�1 \c-A "ve.\\.) c.\\ nAk Api (N\CA•v■ TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 3/09 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BYC COPIES TO: TO: CASCADE TESTING LABOR >TQS VP.In TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT s s0o 0111 FIELD REPORY all °11.6, &C .c rict--s. V--Lfr(\(--\ W' gci ATTN: Ii 11 PREVIOUS No. 135170 REPORT No DATE ti/Vi CERT. t' Om- PRO LOCATION Le C.A.41 g VY 44 BLDG. PERMIT NO. WEATHER OWNER TEMP. AM PM ENGINEER r.Q.We_c- ARCHITECT CONTRACTOR Gl& (2) INSPECTION PERFORMED RESTEEL/CONCRETE RESTEEUMASONRY _ LATERAL WOOD EEL ONLY STR.ST/WELDING STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS - AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS _ SLAB _ COLUMNS -- WALLS — BEAMS (4) �� �X .C) A L) i4 ircvvytA&, LOCATION (AREAS) cz,1�_ evP_Ar c\n,. CONCRETE/MASONRY SUPPLIER SLUMP (INCHES) AIR CONT NT ( %) REMARKS: MIX NO. DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SPECIMENS CAST CYLINDER REPORT NO YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS ©,r. ca Jr.A 0 E .S 'D1 -1 o \Cw \e <.tk Y43 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12107 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY c.) tat- \ie-c6 tA.4 \)Q1 6 " r.. M T 9,13 VOELKER ENGINEERING, INC. 1911 116th Avenue NE Bellevue, Washington 98004 425 - 451 -4946 JOB t SHEET NO OF g. . /• CALCULATED BY DATE 7S CHECKED BY DATE SCALE ....q ...23280... ♦. < O,r GISTEP� Fssid A1J tNG PRODUCT 204 -1 (SNpY Seem) 2051 Waded) 0 0 .0-,1 =.6 /I 8'IvJS HVAC Unit Addition z 411. NANA 0, Olk 5 8 Macau Casino Southcenter 5700 Southcenter Blvd. Seattle, Washington IN/ON:UR ENGNEERON61 1911 116th .enoe NE eze.481.4944 Bellevue. Washalgton 98004 Voelker Engineering, Inc. 1911 116t Avenue NE, Suite 101, Bellevue, WA 98004 Field Report Date: August 25, 2011 425.451.4946 Project: Macau Casino 5700 Southcenter Blvd. Item(s) Inspected: 8/25/11 — 1. Roof joist repairs over cooler. 2x10's spliced to existing rotted joists. 2. Beam installation over cooler and kitchen. Additional work: Need to add bolts to the column caps. 3. Footing reinforcing at electrical conduits. Additional work: Place rebar that interfere under the conduits. 4. Footing reinforcing at end footings over existing strip footing intersections. 5. Footing reinforcing at center of existing 2x6 stud wall. Additional work: Move bars over so the mat can sit directly on top of the existing footing. The above items are approved as noted. This report is based on a visual inspection of the portions of the building uncovered at the time of inspection. This inspection is limited to the structural items listed above. Charles Voelker, PE, SE VOELKER ENGINEERING, INC. VOELKER ENGINEERING INC. 1911 116th Avenue NE Bellevue, Washington 98004 425 - 451 -4946 charles©voelker.cc Ya" BENT PLATE X 16" WIDE W/ (4) 4" THRU BOLTS JOB MACAU CASINO 11032 SHEET 1 OF 1 CALCULATED BY CV DATE 9/6/11 1/4 V 3 -6 Ya" SIDE PLATES W/ (2) j" BOLTS .Ni FIELD DETERMINE )4" BOTTOM PLATE TYP. BEAM HANGER 1/4 VOELKER ENGINEERING INC. 1911 116th Avenue NE Bellevue, Washington 98004 425 - 451 -4946 charles@vaelker.cc ,038 MACAU CASINO 11032 MEET NO. 1 aF 1 CALCULATED BY CV DATE 9 /611 1 Y" BENT PLATE X 16" WIDE Y" SIDE PLATES W/ (2) 3 BOLTS Ir__ ri,"6.1.40R two. 1, 2 1/2" $► *fit CoriValoMS: 3 - 241. VELA( 1%RItrnuJ'1 1/4 TYP. BEAM HANGER 1/4 EXPIRES 9/21/ L VOELKER ENGINEERING INC. 1911 116th Avenue NE Bellevue, Washington 98004 425 - 451 -4946 charies@voelker.cc oe MACAU CASINO 11032 MET Na 1 OF 1 CALCULATE) er CV DATE 9/6/11 Y4" BENT PLATE X 16' WIDE 4 1/4 V3 -6 Y` SIDE PLATES W/ (2) BOLTS oRW ttL. 2 1/2' . AA6l &* )(.61-11 COrtvrnoNS: 3 - 241. tELi(I=R(1t41 1/4 TYP. BEAM HANGER 1/4 EXPIRES 9/21/ !L 1 VOELKER ENGINEERING INC. 1911 116th Avenue NE Bellevue, Washington 98004 425 - 451 -4946 charies@voelker.cc Y" BENT PLATE X 16" WIDE os MACAU CASINO 11032 SHEET NO. 1 CALCULATED BY CV 1/4 V3-6 Y" SIDE PLATES W/ (2) K. BOLTS OF 1 9/6/11 DATE t o WALL, 21/2" 1 'M &al P(►`3CCIr�Gt oriVtftotMS. 3 - 2x1 - DE-0(..V1740411-1 �' BOTTOM PLATE 1/4 TYP. BEAM HANGER 1/4 (46 rI 1°1- r5v l�S FIELD DETERMINE > PP ttS4 EXPIRES 9121 / / Z I VOELKER ENGINEERING, INC. 1911 116th Avenue NE Bellevue, Washington 98004 425 - 451 -4946 Job %` ?.arcew LOl, 'KW 110 3 L SHEET NO OF / Z.h CALCULATED BY DATE CHECKED BY DATE SCALE PROOUCT 2044 ($ k WO 205-1(Pad ODD Voelker Engineering, Inc. 1911 116t Avenue NE, Suite 101, Bellevue, WA 98004 425.451.4946 Field Report Date: August 25, 2011 Project: Macau Casino 5700 Southcenter Blvd. Item(s) Inspected: 8/25/11 — 1. Roof joist repairs over cooler. 2x10's spliced to existing rotted joists. 2. Beam installation over cooler and kitchen. Additional work: Need to add bolts to the column caps. 3. Footing reinforcing at electrical conduits. Additional work: Place rebar that interfere under the conduits. 4. Footing reinforcing at end footings over existing strip footing intersections. 11-'/ RECE VE AUG :: 3 2011 DEPARTMENT 5. Footing reinforcing at center of existing 2x6 stud wall. Additional work: Move bars over so the mat can sit directly on top of the existing footing. The above items are approved as noted. This report is based on a visual inspection of the portions of the building uncovered at the time of inspection. This inspection is limited to the structural items listed above. Charles Voelker, PE, SE VOELKER ENGINEERING, INC. IEXPIRES 9/21/ 1 VOELKER ENGINEERING, INC. 1911 116th Avenue NE Bellevue, Washington 98004 425 - 451 -4946 JOB Q�'1a►cdt,. 11U; t c SHEET NO OF DATE �- 5' CALCULATED BY CHECKED BY DATE SCALE Add 1:4 _��._ EXPfRES 9/21/ / I. PRODUCT 204- 1(Shple Sheds/205.1 (Padded) 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy mpliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project I o of F` i r x r. 1. ' s 570 SO07iC.�" 4TER Si-VP Date 400E I WI 1 For Building Department Use CO , TuKw I L l wtA .161 a Allowed x Area Applicant Name: tit egg-IC-4 LeTITLA AV-COI-MT' Applicant Address: leap �1,,, PUX #lpp s E wA Applicant Phone: 425,141.3177 - Project Description • New Building • Addition • Alteration IN Plans Induded J , Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Presaiphve 0 Lighting Power Allowance (See Quahfication Checklist (over). indicate Prescriptive & LPA 0 Systems Arelysis Ci spaces cleary on plans RtJ� Alteration Exceptions (check appropriate box - sec. 1132.3) not changed l • No changes are being made to the lighting and space use .,Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/ room #) Occupancy Description Allowed Watts per ft2 .. cross inienor Area in ft2 Allowed x Area Dfr4Ifs R sTAW/1W!MK 1,12 5555 666 'I 48" Ti'ZAGg. to/ 2 NHS 15 loo I5oo ,r ff. ser) powKILIGh1T 449 37 " From Table 15-1 (over) - document at exceptions on form LTG-LPA Proposed Lighting Wattage Total Allowed Watts l 6 (p Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Dinlli\14 1 -rog6 2x4 Ft.iyoE F-1X( 17 120 W40 'I 48" Ti'ZAGg. to/ 2 NHS 15 loo I5oo ,r ff. ser) powKILIGh1T 449 37 18'3 rr LEP NEON4CoVF U<WI- 2- tf'.oLF /.•86 6ZZ Total Proposed Watts may not exceed Total Allowed Watts for htenor Total Proposed Watts l 5 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixaae, use manufacturer's listed mapmum input wattage of the fixture (not simply the Tamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual Iuminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. E MP FOR PPRovED NCE IL 12 2011 of Tukwila NG DIVISION RECEIVED JUN 012011 PERMIT CENTER Voelker Engineering, Inc. 1911 116th Avenue NE, Bellevue, WA 98004 425 -451 -4946 g• erl Macau Casino 5700 Southcenter Blvd. Seattle, Washington Structural Calculations May 16, 2011 IN 11032 Building Code: 2009 IBC Snow load: 25psf Roof Dead load: 25psf Wind: 85mph Exposure B Seismic: Soil class D, Ss = 1.58 INDEX Lateral analysis Roof framing Footings DIk 151 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 201 City of Tukwila BUILDING DIVISION PAGES L1 -2 RI-12 Fdn1 -2 s'. 16- // ECEIVED JUN 012011 PERMIT C R • VOELKER ENGINEERING, INC. 1911 116th Avenue NE Bellevue, Washington 98004 425 - 451 -4946 JOB SHEET NO CALCULATED BY DATE 7 CHECKED BY DATE SCALE /103 2- L t OF J .e W • • L.x s S ............... exv u. fel PS(YyV'f 2064 SWIM nK-1 (Py4Wll VOELKER ENGINEERING, INC. 1911 116th Avenue NE Bellevue, Washington 98004 425- 451 -4946 JOB SHEET NO 2- 1 OF CALCULATED BY DATE 4. 2 t. /1 CHECKED BY DATE SCALE BeamChek v2007 Iicensed to: VOELKER ENGINEERING Reg # 8111 -1879 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads Date: 4/22/11 C 15x 33.9 50 ksi Steel Channel Lateral Support: Lu = 4.9 ft max. Actual Size is 3 -3/8 x 15 in. Min Bearing Length R1= 1.4 in. R2= 1.4 in. (1.0) DL Defl= 0.66 in Recom Camber= 0.99 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 24.75 ft 33.9 # 839 # 47991 W L / 240 Reaction 1 TL 6420 # Reaction 2 TL Maximum V 10439 # Max V (Reduced) N/A TL Actual Defl L / 450 10439 # Section (in') Shear (in2) TL Defl (in) 42.00 19.20 OK 46% 6.00 0.52 OK 9% 0.66 1.24 OK 53% Fb (psi) Fv (psi) E (psi x mil Ref. Value Fy 50000 Adjusted Values 30000 0.60 YP Factor, Lu 50000 20000 29.0 29.0 0.40 At Point Loads: Provide these minimum bearing lengths in inches or provide web stiffeners. B =1.4 C =1.4 D =1.4 Uniform TL: 120 = A Pt loads: R1 = 6420 Point TL B = 4150 C = 3400 D = 5500 Distance 7.5 19.0 21.0 Uniform Load A B C D R2 = 10439 SPAN = 24.75 FT Uniform and partial uniform Toads are Ibs per lineal ft. qo3 L F3 Voelker Engineering B af /20102, (C)2003 BY SALMONS TECHNOLOGIES, INC. INPUT DATA E= 29000 ksi No. of Jts.= 3 No. of Elements= 2 Element Data Joint Data Element I Joint X Joint # (inA4) # (ft) Restraint 1 630 1 0.00 PINNED 2 630 2 26.75 PINNED 3 49.50 PINNED Load Case Description Load Case Description Distributed Loads Load W1 W2 X1 X2 Case (k /ft) (k /ft) (ft) (ft) 1 0.268 0.268 0.00 49.50 Concentrated Loads, Py Load Py Xp Case (k) (ft) 1 6.80 19.00 1 5.50 7.50 1 5.50 14.50 1 5.50 21.50 1 5.50 28.50 1 5.50 35.50 1 5.50 42.50 1 5.50 49.50 C: \Program Files \STI \Bcan \11033.bcn 1�v 71' SHEET OF DATE: PAGE: 1 BY: • Voelker Engineering U26/281(02, (C)2003 BY SALMONS TECHNOLOGIES, INC. LOAD COMBINATION 1 Combined Loads = 1.000 * LC 1 Joint Reactions and Displacements Joint X Rx Ry Mz Y -disp. Rotat. # (ft) (k) (k) (k -in) (in) (rad) 1 0.00 0.00 -9.45 0 0.0000 0.004580 2 26.75 0.00 -38.53 0 0.0000 - 0.001836 3 49.50 0.00 -10.59 0 0.0000 - 0.000969 Element Forces and Displacements Ele. X Axial # (ft) Force Shear Force Moment Y- displ. (k) (k) (k -in) (in) 1 0.00 0.00 -9.45 1 2.67 0.00 -8.73 1 5.35 0.00 -8.02 1 7.50 0.00 -7.44/ -1.94 1 8.03 0.00 -1.80 1 10.70 0.00 -1.08 1 13.38 0.00 -0.36 1 14.50 0.00 -0.06/ 5.44 1 16.05 0.00 5.85 1 18.73 0.00 6.57 1 19.00 0.00 6.64/ 13.44 1 21.40 0.00 14.09 1 21.50 0.00 14.11/ 19.61 1 22.75 0.00 19.95 1 24.07 0.00 20.30 1 26.75 0.00 21.02 2 26.75 0.00 -17.51 2 28.50 0.00 - 17.04/ -11.54 2 29.02 0.00 -11.40 2 31.30 0.00 -10.79 2 33.58 0.00 -10.18 2 35.50 0.00 -9.66/ -4.16 2 35.85 0.00 -4.07 2 38.13 0.00 -3.46 2 40.40 0.00 -2.85 2 42.50 0.00 -2.29/ 3.21 2 42.67 0.00 3.26 2 44.95 0.00 3.87 2 47.23 0.00 4.48 2 49.50 0.00 5.09 C: \Program Files \STI \Bcan \11033.bcn -0 - 292 - 561 -760 -772 - 818 -841 - 844 -739 -540 - 518 - 121 - 105 192 1175 813 740 438 151 -78 -95 -198 - 284 - 349 -342 - 245 -131 -0 0.0000 0.1442 0.2721 0.3527 0.3684 0.4222 0.4300 0.4192 0.3908 0.3101 0.2999 0.2006 0.1962 0.0858 `2 L i3� 33_ 0.0000 1)032, SHEET OF DATE: PAGE: 2 BY: l i' kl' 0.0000 r e - 0.0258 - 0.0294 - 0.0280 - 0.0087 0.0129 0.0168 0.0391 0.0534 0.0564 0.0561 0.0458 0.0255 0.0000 VOELKER ENGINEERING, INC. 1911 116th Avenue NE Bellevue, Washington 98004 425 - 451 -4946 JOB SHEET NO /v OF CALCULATED BY DATE Y l s- - h CHECKED BY DATE SCALE VOELKER ENGINEERING INC. 1911 116th Avenue NE Bellevue, Washington 98004 425-451-4946 charles@voelker.cc 11032 SKEET NO. Of CV CALCULATED BY DATE 4/22/11 ‘b s'r(44141 r e 7db roc EXISTING GLB GLB PER PLAN s>-) �3 s 1Z ?`" 6x12xj PLATES W/ (2) Y4" BOLTS 5Y 4x 12x Y4 PLATE " BRG. PL. g,„ /7`c, M/t1 ' s 37 e.» 2.4 7 3 Yc s ,r k1' 1/4" PL EA SIDE W/ 3/4" DIA BOLTS Voelker Engineering 04/26/11 Job # 1/ ) ? L Page Eccentric Bolted Connection Design Elastic method INPUT n, No. bolts in a column = 2 b, vertical spacing = 4 in. m, No. bolts in a horizontal row = 2 d, horizontal spacing = 9 in. Px, applied Toad, kips = Py, applied load, kips = M, app. moment, k -in = 5.1 0.0 23.0 Bolt diameter = 0.75 in ASTM A325 Double Shear =2, Single shear =1 2 Fv= 21 ksi Allow bolt capacity = 18.6 kip Plate thickness, A36 = Allow plate bearing = OUTPUT 0.25 21.75 kip Polar moment of inertia of bolted group Ixx = 16.00 lyy = 81.00 Ip = 97.00 Forces to bolts. fix = fly = fym = fxm = Max Bolt Shear= % of Allowable= 1.28 kip 0.00 kip 1.07 kip 0.47 kip 2.05 kip 11 % OK Voelker Engineering 04/26/11 Job # (� 3 L Page 11� cts a-,41 5r/1-6e P64 Eccentric Bolted Connection Design Elastic method INPUT n, No. bolts in a column = m, No. bolts in a horizontal row = Px, applied Toad, kips = Py, applied load, kips = M, app. moment, k -in = 0.0 11.0 44.0 b, vertical spacing = 3 in. d, horizontal spacing = 0 in. Bolt diameter = 0.75 in ASTM A325 Double Shear =2, Single shear =1 1 Fv= 21 ksi Allow bolt capacity = 9.3 kip Plate thickness, A36 = AIIow plate bearing = OUTPUT 0.375 32.625 kip Polar moment of inertia of bolted group Forces to bolts. Ixx = 45.00 Iyy = 0.00 Ip = 45.00 fix = 0.00 kip fly = 2.75 kip fym = 0.00 kip fxm = 4.40 kip Max Bolt Shear= 5.1.5 ki % of Allowable= OK 3 PER PLAN )LID POSTS. XISTING CONNECTION ALL AND REPORT OR REVIEW GLB LAN E PLATES NOTCHED VD CHANNEL FLANGE. 5) Y4" THRU BOLTS I 7 3" DIAMETER HOLE IN CHANNELS AT MID -DEPTH FOR WELD TO TS 1/4 No- 1/4 V BEARING SEA .S3) SCALE to ` 4o. � \ SECTION 1/4 V 5X x 5)1 x Y4 TUBE STEEL x 2' -O" FIT BETWEEN CHANNELS 3/4" = 1' -0" Voellier Engineering 05/16/11 Job # U r) 3 L Page Eccentric Connection Design Elastic method INPUT n, No. fasteners in a column = 2 b, vertical spacing = 4 in. m, No. fasteners in a horizontal row = 3 Px, applied Toad, Ibs = 0.00 Py, applied load, Ibs = 00 M, app. moment, Ib -in = 40500.0 OUTPUT d, horizontal spacing = 4 in. 6J Polar moment of inertia of fastener group Ixx = 24.00 I yy = 64.00 Ip = 88.00 Forces to fasteners. fix = fly = fym = fxm = Max Fastener Shear= 0.00 Ib 0.00 Ib 1840.91 Ib 920.45 Ib ) x lbto! -2i7 . Voelker Engineering, Inc. 04/25/11 Footing Analysis Job # / /47 L Sheet S (,ti / Axial Load P= 38.0 kip Footing Input Conc. fc Width/ 4.50 ft Soil Hgt Width2 4.50 ft Soil wt Thickness 12.00 in Column Size Width/ = Width2 = 8.00 in 8.00 in Footing Properties Ftg DL Soil Wgt 2500 psi 0.50 ft 125 pcf 3.04 kips 1.27 kips Rebar Grade 40 ksi A= 20.3 ft^2 Sum of All Loads 42.30 kips Soil Pressure 2.09 ksf Punching Shear Width/ at critical section = 1.42 ft Width2 = 1.42 Factored bearing pressure = 3.18 ksf Bo= 68 in Bo x D = 612 inA2 vu= 95 psi Allowable vu = 170 psi One -way Shear, Width 1 Width at critical section = 1.17 ft Vu@ "D" = 3.70 kip /ft One -way Shear, Width 2 vu = Allow Vu= 34.3 psi 85.0 psi Width at critical section = 1.17 ft Vu@ "D" = 3.70 kip /ft vu = Allow Vu= Flexure, Width 1 Load Factor = 34.3 psi 85.0 psi 1.52 Width at critical section = 1.92 ft Mu= 315.0 (k -in) .0018xAREA 4 /3xAs Req'd As= 1.11 (inA2) 1.17 1.48 Flexure, Width 2 Width at critical section = 1.92 ft Mu= 315.0 (k -in) .0018xAREA 4 /3xAs Req'd As= 1.11 (inA2) 1.17 1.48 Footing Analysis Voelker Engineering, Inc. 04/25/11 Footing Analysis Job # 1101v Sheet �h1. Axial Load P= 12.0 kip Footing Input Conc. fc Widthl 3.00 ft Soil Hgt Width2 3.00 ft Soil wt Thickness 10.00 in Column Size Widthl = Width2 = 6.00 in 6.00 in Footing Properties Ftg DL Soil Wgt 2500 psi 0.50 ft 125 pcf 1.13 kips 0.56 kips Rebar Grade 40 ksi A= 9.0 ft^2 Sum of All Loads 13.69 kips Soil Pressure 1.52 ksf Punching Shear Widthl at critical section = 1.08 ft Width2 = 1.08 Factored bearing pressure = 2.31 ksf Bo= 52 in Bo x D = 364 inA2 vu= 50 psi Allowable vu = 170 psi One -way Shear, Width 1 Width at critical section = Vu@ "D" = 1.54 kip /ft One -way Shear, Width 2 0.67 ft vu = Allow Vu= 18.3 psi 85.0 psi Width at critical section = 0.67 ft Vu@ "D" = 1.54 kip /ft vu = Allow Vu= Flexure, Width 1 Load Factor = 18.3 psi 85.0 psi 1.52 Width at critical section = 1.25 ft Mu= 65.0 (k -in) .0018xAREA 4 /3xAs Req'd As= 0.30 (inA2) 0.65 0.40 Flexure, Width 2 Width at critical section = 1.25 ft Mu= 65.0 (k -in) .0018xAREA 4 /3xAs Req'd As= 0.30 (inA2) 0.65 0.40 Footing Analysis • .. • to MERR`ICK tLENT•1 ARCHITECT ARC•-HLTECTU &E' P4LANNING • • July 5, 2011 Mr: Bill Rambo, Permit Technician City,•;of•Tukwila. - • 6300 Southcenter Blvd., Suite 100 Tukwila, Washington 98188 RE :. Correction• Letter #1‘ • • • Development Permit Application Number D11-151 Macau Casino 5700 •Southcenter Blvd:, Dear Mr. Rambo: • •• • Per.referenced letter; copy attached, plan review comments have been addressed as follows: - + i• • r • Building Division Review • • " 1.. Door'schedule'' with hardware information has been added to Sheet A8.1 , ' 2.. Soffit framing details have been revised.. Detail" added to sheet A8.1 " - 3: " Path of egress illumination has been added to Sheet A4.1 on plan-and fixture - • -. " schedule. Note on m nimum•illumination requirements also added • • • • 4: General notes--on "Sheet •S -1 have been: amended: to eliminate Seattle references,' .., .s• " • • • • and clarify WABO'registered. steel fabvricator,requirement. ' r • ' . 'Fire Prevenhon_Bureau•Review. • • • 1. • Note has been'added to Sheet A0.1 clarifying that, there are no current or future plans to provide entertainment (dancing,' live music, DJ) in the lounge Four complete sets of plans with original signatures are included with this - response; If , ..K.: - :. there are further questions or.comments, please let •me know. _Thank you for your • . assistance with: thistpr'oject: • • • :. • ' - • - • , • ,Sincerely, • • - LENTZ 7,14r41 Memck D.. Lentz Principal' architect • ■ . 1800 136th Place NE - Suite 100, ;-Bellevue; WA48005 t 425.747.3177 f 415.747.7149 a -mail: mIa @mlarch:com • 1• June 15, 2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Rick Lentz Merrick Lentz Architect 1800 136 PINE, Suite 100 Bellevue, WA 98005 RE: Correction Letter #1 Development Permit Application Number D11 -151 Macau Casino — 5700 Southcenter Bl Dear Mr. Lentz, 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 and Fire Departments. At this time the Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Fire Department: Al Metzler at 206 575 -4407 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely Bill Rambo Permit Technician encl File No. D11 -151 T:\Links\Docs\D11- 151\D11 -151 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: June 9, 2011 Project Name: Macau casino Permit #: D11 -151 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a door schedule and provide all door hardware specifications. 2. The plan shows a detail for construction of a new soffit framework and installation of the proposed unistrut supports. Provide additional detail specifications for all methods of fastening for the soffit bracing, unistrut, including the plywood cover. Also specify in the detail how the angle brace shall attach to the structural portion above including fasteners. 3. Identify path of egress illumination on the plan to show common paths of egress are provided with emergency illumination. Emergency illumination shall have at least an average 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. (IBC Section 1006) 4. Amendments to general notes required, Sheet S -1 a. Remove reference to Seattle Amendments b. Add reference to structural steel notes: "structural steel fabrication shall be produced by WABO registered steel fabricator" Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: June 14, 2011 Project Name: Macau Casino Southcenter Address: 5700 Southcenter B1 Permit #: D11 -151 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. The plans indicate there will be a lounge and bar. Will there be or, are there any future plans for entertainment in the lounge? Specifically dancing, live music, DJ? Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. • CITY OF TUKWILA • 14475 - 59th Ave. So. Tukwila, Wash. 98067 BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY No. 021 -72 THIS IS TO CERTIFY that the (description of building or structure) : Vip's Restaurant, Inc. 5700 Southcenter Blvd. erected on Lot No.: Block No. : Addition: Fire Zone: II Street & No. 5700 Southcenter Blvd. Occ. Group: F -2 Owner: Vip's Restaurants. Inc. Use Zone: C -1 Architect: Ogren Juarez and Givas Contractor: Vip's Restaurants, Inc. Building Permit No.: 120 Plan No. : has been inspected and the following occupancy thereof is hereby authorized: Occupancies: Basement: 1st Floor: Restaurant 2nd Floor: 3rd Floor: 4th Floor: 5th Floor: 6th Floor: Add Floors as necessary Roof: ,■'`- Max. allowable floor loads, lbs. per sq. ft. CITY OF T KWILA Novembe 1 1972 uilding ecto g P This Certificate must be posted and permanently maintained intained in a conspicuous place at or close to the entrance of the building or structure referred to above. • • PE�i ♦. w{ �� i .PR l A. M t q Z ? PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -151 PROJECT NAME: MACAU CASINO SITE ADDRESS: 5700 SOUTHCENTER BL Original Plan Submittal DATE: 11 -08 -11 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: 1_ 1 �u li ding i i ion Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 1-10-11 Complete Comments: Incomplete Not Applicable Permit Center Use Only . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved `►�1 Approved with Conditions DUE DATE: 12 -08 -11 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 IFERIMT COORD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -151 DATE: 07/05/11 PROJECT NAME: MACAU CASINO SITE ADDRESS: 5700 SOUTHCENTER BL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: ding Division Public Works liCi(r Mit ire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 07/07/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/04/11 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -151 DATE: 06 -01 -11 PROJECT NAME: MACAU CASINO SOUTHCENTER SITE ADDRESS: 5700 SOUTHCENTER BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPAR MEN S: �Cr ` �`�y�1 � L O^ M Ivision re PreJenilon Divisionf' �j (Oki( Pubic Vfldrr<s Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -02 -11 Complete g Incomplete ❑ Comments: Not Applicable Permit Center Use Only • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -30 -11 Approved Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 10' 1S --%1 Departments issued corrections: Bldg] Fire Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME:GCQV SITE ADDRESS: 5)00 r.0 PERMIT NO: U l ORIGINAL ISSUE DATE: 7-(E-11 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIA S 1 Lc —e —c( amt j1 —l&-t, U Summary of Revision: lhb-a I ` ha�Loo r■ �. key a r T ,,- q Summary of Revision: `] O 1 rItcb rtReceived Received by: by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of • Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / ('r Plan Check/Permit Number: p- ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ®Revision # 1 after Permit is Issued la"-Revision requested by a City Building Inspector or Plans Examiner Project Name: a Ca C.( (,1,! S V Project Address: C 7 (X) S AP , , & , C -A / 1 f2/ 1 Contact Person: 1 Phon Number: �( --76 .3 ?Sy Summary of Revision: Q r►1 d ni' /" e ] RECEIVED env nc Ttl ►IU1 NOV 0 8 2011 rERMJr CENTER Sheet Number(s): "Cloud" or highlight all areas bf revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on H: AppliestiomWmms- Applications On Iine\2010 Applicetions\7 -2010 - Revision Submittal.doe Crested: 8-13-2004 Revised: 7 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us .j VISION. SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: j&) I)? 5 701 / Plan Check/Permit Number: D11-151 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Macau Casino Project Address: 5700 Southcenter B1 OR rt CA JUL 0 51011 ''EAMIr CErypEA Contact Person: KicK LEA Tz. Phone Number: 425 p'74'). 3177 Summary of Revision: foie 56i-1 61M-8 -8 Wow Norm) A-006P frp 7" A13. 5offrr FrAri isle( DETAIL RL- -vISED A-120ED -ro Skit`st A43 1 fkriA of 1 LWm I t\ A-c i o \J C (. tI e p oi\( S1--c y A4.1 4b t • (I-- n. 6 -1 W • kir -C�EL r BR1CA-to/ ui t`wlc r et-POET 0,U1 U Ic-iCA2t oNi -114-Kr Igo kS -Co n►2p\70903 E\ASloNi on Ito u -ro � ) Sheet Number(s): /2. 1 1 A4.11 A .t l AD . 1 "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 k� \ applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople iliter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name HUBER GENERAL CONTRACTORS INC UBI No. 601840292 Phone 4252284400 Status Active Address 10341 Se 185Th PI License No. HUBERGCO27JT Suite /Apt. License Type Construction Contractor City Renton Effective Date 4/30/1998 State WA Expiration Date 4/25/2013 Zip 98055 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HUBERGC160KH HUBER'S GENERAL CONSTRUCTION Construction Contractor General Unused 5/8/1984 4/25/1998 Archived Business Owner Information Name Role Effective Date Expiration Date HUBER, KURT W President 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 RLI INS CO LSM0042526 04/30/2008 Until Cancelled $12,000.00 04/21/2008 3 DEVELOPERS STY & INDEMNITY CO 576827C 04/30/2006 Until Cancelled 05/23/2008 $12,000.00 04/19 /2006 2 WESTERN SURETY CO 68724155 02/13/2002 Until Cancelled 06/19/2006 $12,000.0004/22 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 12 0010 CAS INS BR053544839 10/25/2006 10/25/2011 $1,000,000.00 10/01/2010 11 AMERICAN STATES INS CO 01CG43539630 10/25/2005 10/25/2006 $1,000,000.00 10/13/2005 10 AMERICAN STATES INS CO 0106435396 -2 10/25/2004 10/25/2005 $1,000,000.00 10/11/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Printaspx 07/15/2011 u Ora 41 •_NQT7FY'kEhi -TN ^=P;,RTh1ENT WORK. Fi, 1 understand that the Pion Ciectr approvals at subject to errors and omissions and app'ova' cf plans does not o';thorise the viol:.■an c` cay adopted code cr Ordinance. R,ct,pt o.' c_ .rc_,_ copy o cd plans crAnoe ,1 ct FL00R F'L,At 14d, �tOx �•41r. A55!VI ATI ONS AB ABV AG TILE ACT ADD'L AFF ARCH AVG BLDG BLKG BLW BM BOT GMU GFM GL CLG GLR G.O. COL CONST CONT GONG GOR GTR CW GA"! DBL DTL DIA DIM DN DO DR D5 DWG E EA ELEV ElFS EXIST EXT E.S. F.F. FIN FL FLASH'G FH FOI G F010 Fo FO5 GA GALV GL GWB GSM HG HDWD HDWE HM HOR HT HW HAT INSUL INT J -BOX ANCHOR BOLT ABOVE ACOUSTIC TILE ACTUAL ADDITIONAL ABOVE FIN. FLOOR ARCHITECTURAL AVERAGE BUILDING BLOCKING BELOW BEAM BOTTOM CONCRETE BLOCK CUBIC FEET/MINUTE CENTER LINE CEILING CLEAR CASED OPENING COLUMN CONSTRUCT' ON CONTINUOUS CONCRETE CORRIDOR CENTER GOLD WATER COMPLETE WITH DOUBLE DETAI L DIAMETER DIMENSION DOWN DITTO DINING ROOM, DR DOWNSPOUT DRAWING EXISTING EACH ELEVATION EXT. INSUL. FINISH SYSTEM EXISTING EXTERIOR EACH SIDE FINISH FLOOR FINISH FLOOR FLASHING FIRE HYDRANT FURNISHED. BY OWNER INSTALLED BY CONTRACTOR FURNISHED BY OWNER INSTALLED BY OWNER FINISH OPENING FACE OF STUD GAUGE GALVANIZED GLASS GYPSUM WALLBOARD GALVANIZED SHEET METAL HOLLOW GORE HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HEIGHT HOT WATER HOT WATER TANK INSULATION INTERIOR JUNCTION BOX MACAU CASINO SOUTHCENTER KEG KITCHEN EQUIPMENT CONTRACTOR KIT KITCHEN LAY LAVATORY LR LIVING ROOM LT LIGHT LOC LOCATION MATL MATERIAL MAX MAXIMUM MFR MANUFACTURER MTL METAL MIN MINIMUM MISG MISCELLANEOUS MUL MULLION NA NOT APPLICABLE NIC. NOT IN THIS CONTRACT NO, # • NUMBER NOM NOMINAL NT5 NOT TO SCALE OG ON CENTER OD OUTSIDE DIMENSION 0/ OVER PERF PERFORATED FT PAINT PTD PAINTED P.T. PRESSURE TREATED PL PLATE P -LAM PLASTIC LAMINATE PLY PLYWOOD Q TILE QUARRY TILE R RISE, RADIUS REPAR REINFORCING BAR REF REFERENCE REQ'D REQUIRED REV REVISION RM, RMS ROOM, ROOMS RO ROUGH OPENING RS ROUGH SAWN. SARF SELF- ADHERING RESILIENT FLASHING 5G SOLID GORE SCHED SCHEDULE SECT SECTION SHT SHEET SPECS SPECIFICATIONS SF SQUARE FEET SHTH'G SHEATHING SM5 SHEET METAL SCREW SOG SLAB -ON -GRADE STL STEEL STOR STORAGE STRUGT STRUCTURAL SUSP SUSPENDED 50 SQ UARE TDB TOP OF BEAM TOG TOP OF CONCRETE TO5 TOP OF SLAB TOW TOP OF WALL TYP. TYPICAL T4B TOP $ BOTTOM UNFIN UNFINISHED UR URINAL VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VERT VERTICAL INC WATER CLOSET WP WATERPROOF W/ WITH W/I WITHIN W/0 WITHOUT Tukwila, Washington GENERAL NOTES ALL WORK SHALL CONFORM TO APPLICABLE CODES, INCLUDING BUT NOT LIMITED TO THE 2001 INTERNATIONAL BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT, THE INTERNATIONAL MECHANICAL AND PLUMBING CODES, THE NATIONAL ELECTRIC CODE, THE 2006 INTERNATIONAL ENERGY CODE, AND ALL RULES, REGULATIONS AND ORDINANCES OF THE GOVERNING AUTHORITY. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, AND SITE CONDITIONS, EQUIPMENT AND BUILDING SERVICE REQUIREMENTS AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING OF ANY DESCREPANCIES, ERRORS, OR OMISSIONS PRIOR TO PROCEEDING WITH THE WORK. ORIGINAL BUILDING PLANS SHOULD BE REVIEWED TO VERIFY THE ENTIRE SCOPE OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS OF THE SYSTEMS AS INTENDED BY THE DESIGN TO RESULT IN COMPLETE AND WORKABLE SYSTEMS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, SAFETY STANDARDS AND GOVERNING ORDINANCES. DO NOT SCALE THE DRAWINGS FOR CRITICAL DIMENSIONS. DIMENSIONS ARE SHOWN TO FACE OF STUDS UNLESS INDICATED OTHERWISE. THE PROJECT SHALL BE SCHEDULED AND INSTALLATION OF ELEMENTS COORDINATED AS NECESSARY TO PERMIT WORK BETWEEN DIFFERENT TRADES TO PROCEED WITHOUT UPSETTING PROPER CONSTRUCTION SEQUENCES OR DELAYING THE PROJECT SCHEDULE. PLUMBING, ELECTRICAL AND MECHANICAL CONTRACTORS SHALL VERIFY ALL REQUIREMENTS FOR THIS PROJECT AND COMPLY WITH ALL LOCAL GODES, SUBMIT PLANS FOR APPROVAL AND OBTAIN PERMIT BEFORE STARTING WORK. VERIFY ALL DETAIL DIMENSIONS WITH DIMENSIONS SHOWN ON PLANS, SECTIONS AND ELEVATIONS. DIMENSIONS IN PLAN, SECTION AND ELEVATION SUPERCEDE DETAIL DIMENSIONS. WHERE DISCREPANCIES OCCUR, NOTIFY ARCHITECT IMMEDIATELY FOR GLARIF'CATION PRIOR TO PROCEEDING WITH THE WORK. DO NOT VARY OR MODIFY THE WORK SHOWN WITHOUT WRITTEN AUTHORIZATION FROM THE ARCH ITEGT. DETAILS WHICH OCCUR BOTH RIGHT- AND LEFT - HAND ARE SHOWN ONLY ONCE. TYPICAL DETAILS ARE NOT REFERENCED AT ALL LOCATIONS, THE INTENT 15 THAT THEY CARRY THROUGHOUT THE PROJECT UNLESS OTHERWISE NOTED. ALL REQUIRED SHOP DRAWINGS AND SUBMITTALS SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. ALL SHOP DRAWING DIMENSIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE CONTRACTOR. GENERAL CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY HIMSELF OR OTHER TRADES. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review, fees. PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By: Date: PROJECT CIONTACITS PROJECT NOTES PROJECT OWNER MACAU CASINO SOUTHCENTER 5100 SOUTHCENTER BLVD. TUKWILA, INA. 18188 (425) 318 -0635 CONTACT: MICHAEL MARQUESS ARCH IT'EGT MERRICK LENTZ ARCHITECT 1800 -136TH PLACE N.E., #100 BELLEVUE, WA. 18005 (425) 141 -3I11 CONTACT: RICK LENTZ STRUCTURAL EN6R. VOELKER ENGINEERING 1111 II6th AVENUE NE BELLEVUE, WASHINGTON 018004 425 -451 -4146 CONTACT: CHARLES VOELKER PROPERTY CANNER RASH AND ASSOCIATES #41 P.0.150X 260888 PLANO, TX 15026 10U4.3 POSTING OF OCCUPANT LOAD. Every room or space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing as Piping City. of Tukwila BUILDING DIVISION PROJECT NAME: PROJECT ADDRESS: SCOPE or • WORK: GOVERNING CODE: CONSTRUCTION TYPE: OCCUPANCY GROUP: ALLOWABLE AREA: TOTAL BUILDING AREA: PROPOSED WORK AREA: OCCUPANCY CALG'S: ACCESSOR'S PARCEL # PROJECT VALUATION: APPRAISED VALUATION: MACAU CASINO SOUTHCENTER 570Q SOUTHCENTER BLVD. TUKWILA, WASHINGTON 48188 DEMOLISH EXISTING SEATING AREAS AND WALLS WITHIN EXISTING RESTAURANT; CONSTRUCT INTERIOR NON - BEARING WALLS AND REVISE STRUCGTURAL ELEMENTS TO CREATE OPEN SEATING AREA. REVISE ENTRY AREA WITH NEW DOORS. NO MODIFICATIONS TO EXTERIOR, KITCHEN, KITCHEN HOODS AND BACK -OF -HOUSE AREAS LOCATED OUTSIDE IDENTIFIED WORK AREA. 20061 INTERNATIONAL BUILDING CODE 2004 IPC: PLUMBING 20001 IMG: MECHANICAL 2008 NATIONAL ELECTRIC CODE WASHINGTON STATE ENERGY CODE WASHINGTON STATE INDOOR AIR QUALITY CODE 2003 ACCESSIBILITY DESIGN STANDARDS - ICC /ANSI 117.1 TYPE V-B, NON- SPRINKLERED. A -3 REF: IBC TABLE 506: TYPE V -B - I STORY AT 6,0oo SF ALLOWABLE AREA INCREASES: 414 LF PERIMETER: 350 LF ®30' +; 64 LF ® 241-6" W = 350x30 + 24.5x64: (10500 +1568)/414 : 261.15' 1: 4414/414 - 0.25)261.15/30 = 0.72815 x 6000 = 4312.5 SF SPRINKLER PROTECTION INCREASE ALLOWED - 0 ALLOWABLE AREA - 6000 SF + 4312.5 SF + 0 = 10,372.5 SF 1164 SF 5555 SF REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 City of T kwila BUILDIN DIVISION e DRAININ6 IN0EX ARCHITECTURAL AO.I COVER SHEET, PROJECT NOTES A 1.1 5I TE PLAN A2.1 CONSTRUCTION FLOOR PLAN A4.I REFLECTED GEL ING PLAN A4.2 SOFFIT FRAMING PLAN AS.I SEATING/EXIT /ACCESSIBILITY PLAN A6.1 FLOOR FINISH PLAN AS.I SECTION, DETAILS DI.1 INTERIOR DEMOLITION PLAN STRUCTURAL 51 FOUNDATION PLAN S2 . ROOF FRAMING PLAN 53 STRUCTURAL DETAILS DEFERRED SUBMITTALS MECHANICAL (DUCTWORK REVISIONS) ELECTRICAL FIRE ALARM SYSTEM A -3 OCCUPANCY- 4152 5F @ I /155F : 216.8 OGGS. • A -3 SUPPORT AREAS - 5012 SF ® I /200 SF = 25 0GG5. See, ti714A` �jkG(t- lM TOTAL OCCU[PANGY - 302 OGGUPANTS 115720 -0353 $218,364 (44.8% OF AGCESSOR'S IMPROVEMENTS VALUE) , i -- w A $666p00 Gov na(acMed vccupait.cti FILE COPY Permit No. TV-1C\ Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Rce ^pt of epproved Field Copy and conditions is acicnowlec g is By Date. 7— (5 ; c < < Gib Of Tukwila BUILDING DIVISION CORRECTION LT R# J+� °DU i5 UNPUBLISHED WORK © 2011 MERRICK LENTZ ARCHITECT Unauthorized use or reproduction of these drawings or any part herein without the permission of Merrick Lentz Architect is not permitted MERRICK LENT? ARCHITECT ARCHITECTURE - PLANNING 1800 136th Place NE - Suite 100 Bellevue, WA 98005 1425.747.3177 f.425.747.7149 www.mlarch.com stamp consultant project name Macau Casino Southcenter 5700 Southcenter Blvd. Tukwila, WA 98188 permit set drawing title COVER SHEET, PROJECT NOTES RECEIV�Q CITY OF TU WILA JUL 052011 PERMIT CENTER drawn by MSG checked by MDL 6/21/2011 PLAN REVIEW COMMENTS 5/21/2011 PERMIT SET issue date description A0.1 110' -2" SETBACK EXISTING CONCRETE WALKS TO REMAIN (TYP.) 20 SEAL AND RESTRIPE PARKING AREAS 0 zv, Jo d 8 NO WORK IN / THIS AREA s 15' -6" EXIST. DRIVEWAY NO WORK IN THIS AREA NEW TRASH ENCLOSURE GMU @ +5' -I I" 9 N yl,K EA 55 P L=. WED Nab AMA LEGAL DESCRIPTION: BROOKVALE GARDEN TRS POR OF TRACT 35 - EG INTSN OF W LINE OF E 25 FT OF UNPLATTED STRIP LY E OF TRACT 35 WITH NORTHERLY LINE OF STATE HIGHWAY TH N 65 -16 -34 W 163 FT TO POB TH N 24 -43 -26 E 160 FT TH N 65 -16 -34 W 274.20 FT TH S 23 -54 -26 W 102.85 FT TH S 27 -51 -56 W TAP ON NLY LINE OF STATE HWY SAID LINE RUNNING SELY FR A P[T 70 FT SELY MEAS AT R/A FROM MAC RD SURVEY & 85 FT NELY MEAS AT R/A FROM I -RE LINE OF STATE HWY RTE PSH NO 1 TAP OPPOSITE HWY ENGRS STATION PC 1 -RE A58 +93.3 ON SAID I -RE LINE AND 70 FT NELY THEREFROM THEREFROM TH SELY ALONG SAID LINE TO SAID PT OPPOSITE STA PC I -RE 158 +93.3 TH S 65 -16 -34 E 206.81 FT TO POB - AS PER CITY OF TUKWILA BOUNDARY LINE ADJ NO 80 -40 -BLA RECORDING NO 8012160685 - -- TGW POR OF TRACT 35 - BEG INTSN OF W LINE OF E 25 FT OF UNPLATTED STRIP LY E OF TRACT 35WITH NORTHERLY LINE OF STATE HIGHWAY TH N 65 -16 -34 W 163 FT TH N 24 -43 -26 E 160 FT TH N 65 -16 -34 W 27420 FT TO POB TH N 65 -16 -34 W 154.35 FT TO ELY MGN OF ST HWY TH SWLY ALONG SAID MARGIN TO NLY LINE OF STATE HIGHWAY TH S 57 -11 -49 E 104.79 FT TH N 27 -51 -58 E 4T51 FT TH N 23 -54 -26 E 102.85 FT TO POB -- AS PER CITY OF TUKWILA BOUNDARY LINE ADJ NO 80 -40 -BLA RECORDING NO 8012160685 SOUT PROJECT NOTES PARKING REQUIRED V -IN < in m 71- ul cn ENTER BLVD. 1/100 SF USABLE FLOOR AREA 5879 SF PUBLIC AREA IN BUILDING 59 SPACES REQUIRED PARKING PROVIDED 95 SPACES 11 COMPACT 4 ACCESSIBLE 80 REGULAR BUILDING AREA SITE AREA BICYCLE PARKING 9164 SF (15.5% SITE COVERAGE) 58,925 SF (1.35 AC.) 2 SPACES BICYCLE PARKING NO REVISIONS TO SITE EXCEPT AS NOTED NOTE: THERE ARE NO PLANS (PRESENT OR FUTURE) TO PROVIDE ENTERTAINMENT (DANCING, LIVE MUSIC) IN THE LOUNGE. SETBACK H. SIT LAN MO EXIST. DRIVEWAY REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 City of Tukwila BUILDING DIVISION SCALE: I/16" = I' -0" Mok' re'movtt 1tA';, CAQ; fwwi44e (e.&irec C?(( mew tt1 eYVVal UNPUBLISHED WORK © 2011 MERRICK LENTZ ARCHITECT Unauthorized use or reproduction of these drawings or any part herein without the permission of Merrick Lentz Architect is not permitted MERRICK LENTZ ARCHITECT ARCI:ITECITU'RE - 'PL.ANNI:N G 1800 136th Place NE - Suite 100 Bellevue, WA 98005 t.425.747.3177 f.425.747.7149 www.mlarch.com stamp consultant project name Macau Casino Southcenter 5700 Southcenter Blvd, Tukwila, WA 98188 permit set drawing title Site Plan Project Notes Legal Description RECEIVED CITY OF TU WILA JUL 0 5 2011 PERMIT CENTER drawn by MSG checked by MDL c7(6 r w 6/21/2011 PLAN REVIEW COMMENTS 5/21/20IJ PERMIT SET DI5 1 issue date description A1.1 EXISTING WALLS TO REMAIN NEW: GONSTRUGTION EXIST BAR 12' -q" LOUNGE MEN LOUNGE r SEG. A/,48.1 DIMENSION POINT OF BEGINNING New Steel Go I . • 26 '_ 1 O,V4" WOMEN Exist. manic Hdwr. to remain Nev Stee I G I . si_Ou DOOR ACCESSIBILITY REQUIREMENTS LEVEL AREA - MAXIMUM SLOPE 1:48 (2 %) c co a Ea LATCH #'r MIN. 32" CLR. PROVIDE THIS ADDITIONAL AREA IF DOOR IS EQUIPPED WITH A 12" LATCH AND A // CLOSER 18" MIN. CLR DOOR CLEARANCES HARDWARE HEIGHT 30 °44" HARDWARE - OPERABLE WITHOUT GRASPING - MAX. EFFORT'FOR EXTERIOR DOORS = 5 LBS - MAX. EFFORT FOR INTERIOR DOORS = 5 LBS - REQUIRED FIRE DOORS, MAX. EFFORT = 15 LBS PUSH SIDE 10" MIN. KICKPLATE OR SMOOTH FULL WIDTH OF DOOR THRESHOLD 1l2" MAX. HEIGHT, +1/4" -112" SLOPE = SECTION @ DOORITHRESHOLD • FREEZER OFFICE STORAGE 0 COOLER J OFFICE GONF KITCHEN GOOKL I NE INFILL EXIST. OPENING • 301-6 I I SEG. A /A8.1 ENTRY SGJLLERY 2 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 City of Tukwila BUILDING DIVISION SURVEILLANCE 4' -O" DINING OFFICE -ALIGN WALL w/ EXIST CORNER 4' -6" OFFICE DISPLAY bli LSI CIOMSTSUCITION FLOOR LAN SCALE: 3/16" = 1' -0" UNPUBLISHED WORK © 2011 MERRICK LENTZ ARCHITECT Unauthorized use or reproduction of these drawings or any part herein without the permission of Merrick Lentz Architect is not permitted MERRICK LENTZ ARCHITECT ARCIIITECTU'R8 - PLANN.I.NC 1800 136th Place NE - Suite 100 Bellevue, WA 98005 t.425.747.3177 f.425.747.7149 www.mlarch.com stamp consultant project name Macau Casino Southcenter 5700 Southcenter Blvd" Tukwila, WA 98188 permit set drawing title Construction Floor Plan RECEIVED CITY OF TUKWILA JUL 052011 PERMIT CENTER drawn by MSC checked by MIX 6/21/2011 PLAN REVIEW COMMENTS 5/21/2011 PERMIT SET issue date description A2.1 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be Tess than 1 foot - candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... Interior exit discharge elements... Ext- '•r landings...for exit discharge doorways... SEG. A /A8.1 5 12 T XLRE SC issimminari m■\\ea-■■ ■■EN\\■■ 15 216 4'i 0 2 -TUEE, 2x4 FLUOR FIXT XT w/ FARAE3OLIG LENS - 1 201^1 2 -TU5E, 2x4 FLUOR FIXT N/ STANDARD LENS - 1201Al 4S" TRACK w/ 2 HEADS - 001VI LED STRI F NE=ON - 2.SSVM /LE° E=SS ! DO - G1-. w/ FL OR L ' F - S- W, SMALL PROF=ILE EME=RGE=NY LIGHTING 1 I XTURE DUAL-LITE LZ2 w/ (2) 51AI MR 16 LAMPS NOTE: E=ME=RGE=NCY ILLUMINATION SHALL HAVE AT LEAST AN AVERAGE I FOOT- CANDLES AND A MINIMUM AT ANY POINT OF 0.1 FOOT- ANDLE= MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 City of Tukwila 'BUILDING DIVISION 1101■■■■PIr% ■■t.SIea■■ ■•ealiS ■■ .11■ ■•■111. .sumo■,. ■■..ea■■ ■■e...■■ NO MODIFICATION TO EXISTING LIGHTING OUTSIDE: OF JNORK AREA ■■■■,. ■ •e21115■■ .a■■■■►-. ■ ■.■e.■■ ■ ■e...■■ ■•■•,. ENTRY . ' . • : . •• •Soffit @ +8' -6" ■■..ea■■ .,■■■■,. Cover windows • SEG. A /AS.I SFL!CT CEILING FLAN SCALE: 3/16" = I' -O" UNPUBLISHED WORK © 2011 MERRICK LENTZ ARCHITECT Unauthorized use or reproduction of these drawings or any part herein without the permission of Merrick Lentz Architect is not permitted ERRICK LENTZ ARCHITECT ARCHITECTURE - PLANNING 1800 136th Place NE - Suite 100 Bellevue, WA 98005 t.425.747.3177 f.425.747.7149 www.mlarch.com stamp ERR ' D. L STATE OF WASHINGTON consultant project name Macau Casino Southcenter 5700 Southcenter Blvd. Tukwila, WA 98188 permit set drawing title Reflected Ceiling Plan Lighting Schedule RECEIVED CITY OF TUKWILA JUL 05 2011 PERMIT CENTER drawn by MSG checked by MDL 6/21/2011 PLAN REVIEW GOMMENTS 5/21/2011 PERMIT SET issue date description A4.1 BAR MEN LOUNGE I I' -5" SEG. A /,48.1 FREEZER OFF ICE STORAGE i0 BEER COOLER —J r OFFICE CONF I t_ REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 City of Tukwila BUILDING DIVISION KITCHEN GOOKL I NE 1 URYE I LLANGE SCULLERY WOMEN Soffit. @ +6_6 " .s .SEGTION. AND DETAIL.;ON •AS.1 FOR.. SOFFIT RAMING SEG. A /A8.1 �--- Lam-- -1 5� SOFFIT FRAMING PLAN OFFICE DINING OFFICE SCALE: 3/16" = 1' -0" b 11,- s UNPUBLISHED WORK © 2011 MERRICK LENTZ ARCHITECT Unauthorized use or reproduction of these drawings or any part herein without the permission of Merrick Lentz Architect is not permitted MERRICK LENTZ ARCHITECT ARCHIITECTU'RE PLANNING 1800 136th Place NE - Suite 100 Bellevue, WA 98005 t.425.747.3177 f.425.747.7149 www.mlarch.com stamp consultant project name Macau Casino Southcenter 5700 Southcenter Blvd. Tukwila, WA 98188 permit set drawing title Soffit Framing Plan RECEIVED CITY OF TUKWILA JUL 0 5 2011 PERMIT CENTER drawn by MSG checked by MDL 6/27/2011 PLAN REVIEW COMMENTS 5/27/2OI1 PERMIT SET issue date description A4.2 SEG. A /A8.1 EXISTINCB WALLS TO REMAIN NEW CONSTRUCTION LOUNGE FREEZER OFFICE OFFICE STORAGE COUNT COOLER URVEILLANGE KITCHEN • ew Steel G SGJLLERY GOOKLINE SERVICE OFFICE WOMEN DINING OFFICE Existing E3ooths. to remain GARDEN DISPLAY Cover windows • SEG. A/A8.1 `1 5EA71NG PL,4N/EXIT PATH SCALE: 3/16' = I' -O" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 City of Tukwila BUILDING DIVISION s I UNPUBLISHED WORK © 2011 MERRICK LENTZ ARCHITECT Unauthorized use or reproduction of these drawings or any part herein without the permission of Merrick Lentz Architect is not permitted MERRICK LENTZ ARCHITECT ARCH l'I'EC-i URE - 1'I..i \NN1NC 1800 136th Place NE - Suite 100 Bellevue, WA 98005 t.425.747.3177 f.425.747.7149 www.mlarch.com stamp consultant project name Macau Casino Southcenter 5700 Southcenter Blvd. Tukwila, WA 98188 permit set drawing title Seating Plan Exit Plan RECEIVED CITY OF TUKWILA JUL 0 5 2011 PERMIT CENTER drawn by MSG checked by MIX 6/21/2011 PLAN REVIEW GOMMENTS 5/21/2011 PERMIT SET issue date description A5.1 00R • 1 11•••••••••••••••••••••1 NUM MMMMMMM • MMMMMM NEM I•••••••• MMMMM •• MMMMM MI .•••••••• MMMMMMMMMM •••I ■ 1 CARPE=T PATTERN #1 CARPE=T PATTERN #2 STONE TILE PATCH/REPAIR EXIST OUARRY TILE NO CHANGE= TO EXISTING FLOORING SEG. A /A8.1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 City of Tukwila BUILDING DIVISION NAIII 1111 411111111•11= 111111111111111111 ■ ■__t•_■ ■ = = •••• ••■___■ •=1••••► 1 •11•■M'NIIMM1■.1r ��i Dover windows • SEG . A /A8 . I FLOOR INISH LAN SCALE: 3/16" = 11 -0" UNPUBLISHED WORK © 2011 MERRICK LENTZ ARCHITECT Unauthorized use or reproduction of these drawings or any part herein without the permission of Merrick Lentz Architect is not permitted MERRICK LENTZ ARCHITECT ARCHIT ECTURE PLANNING 1800 136th Place NE - Suite 100 Bellevue, WA 98005 t.425.747.3177 f.425.747.7149 www.mlarch.com stamp consultant project name Macau Casino Southcenter 5700 Southcenter Blvd. Tukwila, WA 98188 permit set drawing title Floor Finish Plan RECEIVED CITY OF TUKWILA JUL 05 2011 PERMIT CENTER drawn by M5C checked by MIX 6/27/2OI1 PLAN REVIEW COMMENTS 5/27/2011 PERMIT SET issue date description A6.1 EXISTING STRUCTURE LINE OF SOFFIT TOP BEYOND LIGHT COVE FLOATING GRID — NO T I LE5 SEE SUSPENDED SOFFIT DETAIL ON SHEET AS.1 LINE OF SOFFIT BOTTOM BEYOND 9 N R DGE FRAMING PER STRUCT. o--NEW COLUMN BEYOND EXISTING STRUCTURE FLOATING GRID — NO TILES EX 15T. STRUGTURE o—NE1AI COLUMN BEYOND DOOR & HARDWARE SCHEDULE J 1 a < 2 W W NO. SIZE LOCATION °c rz—i 1 8' -0" x T -0" x1 3/4" Main Entry A ALUM AL PWDR 2 8' -0" x 8' -6" x1 " Vestibule B Glass AL PWDR 3 3' -0" x 7' -0" x1 314" North Exit C HM HMC Paint 4 3' -0" x 7' -0" x1 3/4" Restr'm Access C HM HMC Paint 5 3' -0" x 7' -0" x1 3/4" Cage C HM HMC Paint 6 2' -8" x 7' -0" x13/4" Count C HM HMC Paint 7 3' -0" x 7' -0" x1 3/4" Hall C HM HMC Paint 8 3' -0" x 7' -0" x1 3/4" Office C HM HCM Paint 9 3' -0" x 7' -0" xl 3/4" Surveillance C HM HCM Paint 10 3' -0" x 7' -0" x1 314" Storage Closet C WD WD Paint 11 2' -0" x 7' -0" x1 3/4" Storage Closet D WD WD Paint re W W 0 YES YES YES YES YES YES YES YES YES NO NO 0 s V Z a. NO' NO YES YES NO NO NO NO NO NO NO 0 re N0- NO NO NO NO NO NO NO NO NO NO NOTES 1,2,3,4,5 1,4,5- 1,2,5;6 1,2,5,6 1,6 1,6 1,6 1,6 1,6 1 1 GENERAL NOTES: 1. All doors to have lever -type handles wl single action latching hardware. 2. All door glazing to be tempered safety glass 3. Building is intended to be occupied 24 hours per day, seven days per week. 4. For Doors equipped with closers, the sweep period shall be adjusted so that from an open position of 70 -deg, the door shall take at least 3 seconds to move to a point 3" from the latch, measured at the leading edge of the door. NOTES: 1. Field verify rough -in width and height prior to manuf. of door units. 2. Threshold shall be flush. 3. Install sign above door interior: "This door is to remain unlocked when building is occupied." 4. Door glazing to be tempered safety glass. 5. With accessible signage. 6. Door Frame to be cold- formed knock down steel, self casing. DOOR TYPES: 8' -0" SAFETY \ 6LAZIN6, TYP.7 TYPE # A SAFETYN 4 GLAZING, (1-1 TYR x DEADBOLT KEY LOCK LOG. 61, 11-1" 4' -0" I /\ 4' -0" 2' -5" I 4 TYPE #B PANIC HDWR. / WHERE REQ'D TYPE #C TYPE #D 12 GA. MIN. HANGER WIRE 48" 0.C. MAX. 4 W/I 8" OF CEILING OR WALL DISCONTINUITY; PROVIDE ADD'L WIRE W/I 3" OF EA. CORNER OF EA. FIXTURE; PROVIDE (2) ADD'L WIRES TO OPPOSITE CORNERS 0 FIXTURE (MAY BE SLACK) PARALLEL TO MAIN RUNNER; 12 GA. WIRE, TYP. REFER I /A4.0 FOR HANGER WIRE, STRUT AND CONNECTION TO STRUCTURE ABOVE COMPRESSION STRUT PER I /Act.O. NOTCH AS REQ'D FOR GEILIN6 PANEL 12 6A. HANGER WIRE PARALLER TO CROSS TEE, Wag ANCHORED TO MAIN 45 g TYP. 45° MAX., TYP. NOTE: ATTACH GRID BRA M PERIME y\P pd— LY ®12' o.c. MAX. START FIELD DEMISING WAL NOTE: LIGHTS 4 MECH. 6RILL5 SHALL BE MECH. FASTENED TO GRID. SECTION A -A SCALE: 3/8" = I' —O" SUSPENDED CEILING DETAIL SCALE: NO SCALE VERTICAL COMPRESSION STRUT ® 12' -0" o.c. MAX. EA. WAY PER SCHED. 12 6A. WIRE BRACE; PARALLEL TO MAIN RUNNER HANGAR WIRE (12 go)—) ® 41-0" o.c. MAX. 5/8" TYPE "X" 6WB CEILING I -1/2" H.D. MAIN TEE to 4' -0" o.c. 12 GA. WIRE BRACE, PERP. TO MAIN RUNNER EA. WAY (45° MAX.) TIE WIRE SEISMIC BRACING ASSEMBLY ® 12' -0" o.c. EA. WAY 45° MAX. SSIAX. 45 ° MAX 1 -1/2" CR055 TEE 2'-0" o.c. • MAX. CONT. CHANNEL - ® WALL FRAM'6 NOTE: I. START STRUT AND BRACE ASSEMBLY WITHIN 6' -O" OF EXTERIOR WALL. 2. EXTEND COMPRESSION STRUT TO ROOF/FLOOR SUPPORT STRUCTURE ABOVE. CEILING FRAMING SYSTEM: ALL MAIN TEES, GROSS TEES, SPLICE CLIPS, TRANSITION CLIPS, CHANNELS AND SYSTEM COMPONENTS REQUIRED TO COMPLETE TI-IE CEILING SYSTEM TO BE: "USG DONN DRYWALL SUSPENSION SYSTEM." (LARR #25164) GYPSUM WALLBOARD FOR I -HOUR CONSTRUCTION: U36 CORP. SHEETROGK BRAND FIREGODE (GYPSUM PANELS (LARR *25163) COMPRESSION STRUT MAX. HEIGHT 3625125 -18 SINGLE STUD 1' -0" 2505131 -33 SINGLE STUD 8' -6" 2505162 -33 SINGLE STUD 10' -4" 3625200 -33 SINGLE STUD 12' -10" 5N:17 IBga. PIPE 11' -3" SUS!N! SOFFIT DETAIL SCALE: NO SCALE " GDX PLYWOOD GAP (TYP) i" GOB METAL STUDS CONTINUOUS LED NEON GOVE LIGHTING 11 2' -0" 60113 METAL STUDS " GWB EXIST. CONCRETE SLAB " TrPICAL WA BRACE TO STRUCTURE AT 48" o.c. EXTEND GAB 6" ABOVE CEILING LINE SUSPENDED AGGOUSTIGAL CEILING, PER Pi 2" GRID AT ROOM PERIMETERS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 BUILD BUILDING of DIVISION O i O 5 SCALE: 3/4" = I' —O" I UNPUBLISHED WORK © 2011 MERRICK LENTZ ARCHITECT Unauthorized use or reproduction of these drawings or any part herein without the permission of Merrick Lentz Architect is not permitted MERRICK LENTZ ARCHITECT ARCHITECTURE PL.ANNING. 1800 136th Place NE - Suite 100 Bellevue, WA 98005 t.425.747.3177 f.425.747.7149 www.mlarch.com stamp consultant project name Macau Casino Southcenter 5700 Southcenter Blvd. Tukwila, WA 98188 permit set drawing title Building Section Wall Section Suspended Ceiling Detail RECEIV O CITY OF TUKVALA JUL 0 5 2011 PERMIT CENTER drawn by MSG checked by MDL 6/21/2011 PLAN REVIEW COMMENTS 5/21/2011 PERMIT SET issue date description A8.1 LOUNGE BAR STORAGE MEN WOMEN LOUNGE I.1 1E1 OFF I GE I— \ \/ III Y L DINING DINING I�l EXISTING WALLS TO REMAIN WALLS TO BE DBMOL I SHED FREEZER OFF I GE STORAGE D BEER COOLER 1■ I■ OFF IGE GONF KITCHEN COOKL I NE SERVIGE ENTRY DINING BLE O. SCULLERY REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 City of Tukwila BUILDING DIVISION MOP L_ P STORAGE VACANT DEMOLITION PLAN SCALE: 3/16" = I' -O" 5-1 RECEIVED CITY OF TUKWILA JUL 0 5 2011 PERMIT CENTER UNPUBLISHED WORK © 2011 MERRICK LENTZ ARCHITECT Unauthorized use or reproduction of these drawings or any part herein without the permission of Merrick Lentz Architect is not permitted. MERRICK LENTZ ARCHITECT ARCHITEC:TUR$ - I3LANNIN :G 1800136th Place NE - Suite 100 Bellevue, WA 98005 t.425.747.3177 f.425.747.7149 www.mlarch.com stamp consultant project name Macau Casino Southcenter 5700 Southcenter Blvd. Tukwila, WA 98188 permit set drawing title Demolition Plan drawn by MSC checked by MDL 6/21/2011 PLAN REVIEW COMMENTS 5/21/2011 PERMIT SET issue date description D1.1 GENERAL NOTES Amok Alb. Adak II. AM. 41•1611.11. CODE: 2009 INTERNATIONAL BUILDING CODE LOADS ROOF SNOW WIND SPEED SEISMIC le = 1.0, R = 6.5, 25 PSF 85 MPH, EXPOSURE B SOIL CLASS D Ss = 1.58, S1 = .55 ASSUMED FOOTING BEARING PRESSURE - 1.5 KSF CONCRETE MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE IBC, AND ACI CODE 318 -83. CONCRETE SLUMP TO BE 5 ". DO NOT ADD WATER TO MIX TO INCREASE SLUMP. PROVIDE AIR - ENTRAINMENT 5% TO 7% FOR EXTERIOR CAST IN PLACE WALLS AND EXTERIOR SLABS ON GRADE. SAWCUT CONTROL JOINTS FOR SLABS ON GRADE AS SOON AS POSSIBLE AT MAXIMUM 15' SPACING OR AT LOCATIONS SHOWN ON DRAWINGS. MINIMUM CONCRETE STRENGTH (28 DAYS) -- 2500PSI PROVIDE 5 SACKS OF CEMENT PER YARD MINIMUM REINFORCING STEEL ALL REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 40 FOR #4 AND SMALLER, GRADE 60 FOR #5 AND LARGER. LAP CONTINUOUS REINFORCING BARS 40 BAR DIAMETERS, 2' -O" MINIMUM UNLESS OTHERWISE NOTED. PROVIDE CORNER BARS FOR ALL WALL REBAR 2' -0" BEND. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. CONCRETE COVER TO REBAR TO BE: FOOTINGS 3 INCHES FROM SOIL FORMED SURFACES - WEATHER FACE ...1 -1/2 INCHES - INTERIOR FACE...3 /4 INCH STRUCTURAL STEEL TUBE COLUMNS- ASTM A500, GRADE B ANCHOR BOLTS- ASTM A307, UNLESS NOTED STEEL FRAMING BOLTS- ASTM A325N, UNLESS NOTED ROLLED SHAPES ASTM A992 OR A36 ALL OTHER STEEL- ASTM A36, UNLESS NOTED DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "AISC SPECIFICATION FOR THE DESIGN, S ►U ,' BUILDINGS." B 1 ST CT RAL STEEL FA:'ICA ON HA L BE PRODUCED BY W':0 REGISTERED FABRICATOR WELDING USE E70 LOW HYDROGEN ELECTRODES WITH CVN(NOTCH TOUGHNESS) OF 20FT -LBS AT -20 DEGREES F. ALL SURFACES AND ELECTRODES MUST BE CLEAN AND DRY DURING THE WELDING PROCESS. PRE -HEAT AS NECES- SARY. MINIMUM FILLETS TO BE 1/4" UNLESS NOTED. ALL WELDERS SHALL BE WABO CERTIFIED. GLU- LAMINATED TIMBER AITC SPECIFICATION 24F -V4 FOR SIMPLE SPANS, AND 24F -V8 FOR CANTILEVER -SPANS PROVIDE AITC STAMP ON TIMBER. ALL GLU -LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. GLU -LAM ADHESIVE TO BE "WET -USE" TYPE PER IBC STANDARDS. CAMBER ALL BEAMS TO A 2000' RADIUS UNLESS NOTED. TIMBER JOISTS - -HF #2 STUDS - -HF STUD BEAMS, HEADERS - HF #1 POSTS - -DF #1 WALL PLATES AND LUMBER NOT NOTED TO BE HF #2 ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER" - LATEST EDITION. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA -U1 OR OTHER APPLICABLE AWPA STANDARDS FOR SOIL OR FRESH WATER CONTACT. PROVIDE MINIMUM NAILING PER IBC TABLE 2304.9.1. ALL NAILS AND STAPLES TO CONFORM TO ASTM F 1667. DEFERRED SUBMITTALS THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW. THE CONTRACTOR OR OWNER SHALL FORWARD THEM TO THE BUILDING OFFICIAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SUBMIT 4 SETS OF PRINTS FOR STRUCTURAL STEEL GENERAL INSPECTIONS ARE REQUIRED PER IBC SECTION 1701 SPECIAL INSPECTIONS ARE REQUIRED FOR PER IBC 1704 AS FOLLOWS: HIGH STRENGTH BOLTING PER TABLE 1704.3. BOLTED CONNECTIONS USING A325 BOLTS SHALL BE PERIODICALLY INSPECTED TO VERIFY THAT BOLTS, NUTS AND WASHERS ARE PROPERLY INSTALLED AND TIGHTENED TO THE IBC STANDARDS. STRUCTURAL WELDING PER TABLE 1704.3. VERIFY THAT ALL WELDERS ARE WABO CERTIFIED. PERIODICALLY VISUALLY INSPECT ALL FIELD WELDING. EPDXY GROUTED ANCHOR BOLTS AND REBAR INSPECT HOLE SIZE, HOLE DEPTH, CLEAN OUT PROCEDURE, EPDXY MIXING AND APPLICATION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. DRAWINGS SHOW COMPLETED STRUCTURES ONLY. TEMPORARY BRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. P r 19' -0 1/2" FOOTING 31- 0 "x3' -0 "x10" W/ 4 #4 EA. WAY r r---- --1 //zi I I \ / I /// 1I I V I /± _ _II 1 1 L / 1 / / / / / / / / / II II L L I1 FOOTING 3'- 0 "x3' -0 "x10" 1 W/ 4 #4 EA. WAY _1 I rr7 I- II II II 11 II J L II II II li 26' -9" P T FOOTING 4'- 6 "x4' -6 "x12" W/ 6 #5 EA. WAY 11 J L L_ REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 City of Tukwila BUILDING DIVISION C - FOOTING 3'- 0 "x3' -0 "x10" W/ 4 #4 EA. WAY 771 II II II L L� REMOVE EXISTING WALLS 22' -9" L- r EXISTING WALLS TO REMAIN 14' -0" +- M/S3 IN -FILL WINDOWS W/ FRAMING AND ADD INTERIOR %g" OSB SHEARWALLS 14' -0" +- MIS3 HTT5 HOLDOWN PER SECTION K /S3 AT FOUR LOCATIONS FOUNDATION PLAN SCALE 1/4" = 1' -0" 11 SI RECEIVEP CITY OF TUKIMLA JUL 052011 RMIT CENTER REVISIONS A 7 -5 -1 1 425.451 .4946 0 O W CO Z c 0 c 0 0 a 0 m 0 0 EXPIRES: 9/21/2012 Sou DATE 5/16/2011 DRAWN CV JOB NO. 11032 SH EET si SCALE 1/4" = 1'-U" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 City of Tukwila r /UILDING DIVISION psi 1s1 RECEIVEP CITY OF TUKWILA JUL 0 5 2011 PERMIT CENTER REVISIONS ,/ \ 7 -5 -11 Sou 1. DATE 5/16/2011 DRAWN CV JOB NO. 11032 SHEET S2 GIS3 EX. ROOF RAFTERS EX BEAM HISS Co LC) N x EX. BEAM LIS3 EX EX BEAM BEAM EX. BEAM ❑ JIS3 EX. BEAM co X C15x33.9 LO 41 -0" I AIS3 TYP. B /S3 AT BEAMS C/S3 C15x33.9 �■■1 pis- C15x33.9 C15x33.9 EIS3 Q m X DIS3 Q m X W EX. BEAM EIS3 EXISTING ROOF RAFTERS Q m 1G W Q m X W Q m > W EX. BEAM Q m Q m X W EX. BEAM 4 m > n n n n n n ROOF FRAMING PLAN SCALE 1/4" = 1'-U" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 City of Tukwila r /UILDING DIVISION psi 1s1 RECEIVEP CITY OF TUKWILA JUL 0 5 2011 PERMIT CENTER REVISIONS ,/ \ 7 -5 -11 Sou 1. DATE 5/16/2011 DRAWN CV JOB NO. 11032 SHEET S2 EXPIRES: 9/21/2012 Sou 1. DATE 5/16/2011 DRAWN CV JOB NO. 11032 SHEET S2 EXISTING LEDGER FIT CHANNEL TIGHT TO EXISTING LEDGER OR PROVIDE TIGHT BLOCKING EXISTING ROOF AND WALL FRAMING ao DBL CHANNELS PER PLAN SECURE TO EACH EXISTING STUD W/ (2) SIMPSON SDSYx 233 SCREWS >C��� REMOVE LOWER PORTION OF WALL AND ADD PLATE jr 5 1/2" A SECTION S3 T.S. COL PER PLAN (4) 3/4" EXPANSION BOLTS EMBED 6" SCALE FILL BLOCKOUT W /CONCRETE AFTER SETTING COLUMN w LL Z \ J CL CC CL 1 *.O. o`U 'Qo:'JO c II�II 3/4" = 1' -0" 1 1 2" 1 1 2" TYP TYP 3/4" BASE PL 1/4 SAW CUT AND REMOVE EXISTING CONCRETE 3" CLR II I FOOTING PER PLAN 0° a0 II1" NON IHI INK GROUT (4000 psi) o.60U Q SECTION NOY SCALE 3/4" = 1' —O" EXISTING GLB 6x12xYa PLATES W/ (2) '" BOLTS 5Y4x 12x Y PLATE 1/4" PL EA SIDE W/ ( 3/4" DIA BOLT 1 1/2"\ 1/4 3/4" BRG. PL. SAME BEAM CONNECTION AS BELOW 3/8" BACK PLATE SECTION SCALE 3/4" = 1' -0" EXISTING BEAMS PER PLAN BEARING ON SOLID POSTS. FILED VERIFY EXISTING CONNECTION OF BEAM TO WALL AND REPORT TO ENGINEER FOR REVIEW BOLT THROUGH EXISTING SOLID POST UNDER EACH BEAM W/ (3) Y4 BOLTS. STAGGER BOLTS 2" SECTION SCALE GLB PER PLAN 1/4" PL EA SIDE W/ (1) 3/4" DIA BOLTS 3/16 3/16 1/4 3/4" = 1' -0" /. 1/2" SECTION 3/4" BRG. PL. T.S. PER PLAN S3 SCALE 3/4" = 1' -0" VERIFY EXISTING BLOCKING AND REPORT TO ENGINEER %s' OSB INTERIOR SHEARWALL. NAIL W/ 8d COMMONS © 4" o.c. ALL EDGES AND 12" o.c. FIELD. BLOCK ALL EDGES. VERIFY EXISTING ANCHOR BOLTS. AS A MINIMUM, PROVIDE 9i" A. BOLTS 32" o.c. W/ 3 "x3 "x.229" PLATE WASHERS EXISTING FOUNDATION STEM WALL -1-17/ IN —FILL EXISTING WINDOW W/ 2X6 STUDS 16" o.c. NEW GLB PER PLAN Y SIDE PLATES NOTCHED AROUND CHANNEL FLANGE. W/ (3) 3/4" THRU BOLTS DRILL Y4"x 7" DEEP HOLE. BLOW OUT DEBRIS, CLEAN OUT WITH BRUSH AND BLOW OUT DEBRIS A SECOND TIME. FILL HOLE FULL W/ EPDXY STARTING FROM THE BOTTOM TO PREVENT AIR POCKETS. INSTALL %" ALL — THREAD ROD. USE SIMPSON "SET" EPDXY OR APPROVED EQUAL. IF CONCRETE TEMPERATURE IS BELOW 40' USE SIMPSON "AT" ACRYLIC TIE OR APPROVED EQUAL. 111 11111 3" DIAMETER HOLE IN CHANNELS AT MID —DEPTH FOR WELD TO TS 1/4 Y4 BEARING SEA EXISTING GLB 1/4 1/4 V 5) x 5) x Y TUBE STEEL x 2' -0" FIT BETWEEN CHANNELS SECTION SCALE GLB PER PLAN H E 3/4" = 1' -0" 6x12x) PLATES W/ (2) i" BOLTS 5Y4x 12x Y4 PLATE 3/4" BRG. PL. 1/4" PL EA SIDE W/ 3/4" DIA BOLTS 1' -0" SECTION S3 SCALE 3/4" = 1' -0" FIELD VERIFY THAT EXISTING BEAMS WILL NOT INTERFERE WITH STEEL CONNECTION. 4' -0" Y4" THROUGH BOLTS W/ 6x8 WOOD BLOCK BETWEEN CHANNELS 3/8 STIFFENERS % PLATE W/ 3/4" BOLTS, A325 CHANNELS MAY BE ONE PIECE IF DESIRED EXISTING GLB GLB PER PLAN (2) 41" TRIANGULAR STIFFENER PLATES, 4" APART D SECTION D —D %x3x12 PL 3/4" CAP PLATE W/ (4) 3/4" BOLTS (A325N) D SECTION S3 3/4" CAP PLATE W/ (4) 3/4" BOLTS (A325N) SCALE 3/4" = 1' -0" 6x124 PLATES W/ (2) Y" BOLTS 5Y4x 12x Y PLATE " BRG. PL. 1/4" PL EA SIDE W/ 3/4" DIA BOLTS SECTION SCALE 3/4" = 1' -0" E 3/8 STIFFENERS 1/2" CAP PLATE W/ (2) 3/4" BOLTS (A325N) SECTION S3 NAIL OSB TO EACH HOLDOWN STUD W/ 8d COMMON © 4" o.c. DOUBLE STUDS NAIL TOGETHER W/ (15) 16d NAILS SIMPSON HTT5 W/(26) 10d COMMON SINKERS INTO (2) STUDS % ALL — THREAD SCALE EXISTING FOUNDATION STEM WALL REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2011 City of Tukwila BUILDING DIVISION K 3/4" = 1' -0" DRILL 34 "x 10" DEEP HOLE. BLOW OUT DEBRIS, CLEAN OUT WITH BRUSH AND BLOW OUT DEBRIS A SECOND TIME. FILL HOLE FULL W/ EPDXY STARTING FROM THE BOTTOM TO PREVENT AIR POCKETS. INSTALL %" ALL — THREAD ROD. USE SIMPSON "SET" EPDXY OR APPROVED EQUAL. IF CONCRETE TEMPERATURE IS BELOW 40' USE SIMPSON "AT" ACRYLIC TIE OR APPROVED EQUAL. 11r-7-11111 SECTION S3 SCALE 3/4" = 1' -0" b I IN-- 1 SI k• REVISIONS , \ 7 -5 -11 Sou DATE 5/16/2011 DRAWN CV JOB NO. 11032 71 S3 yESB'VOF WAs � N \\ • ‘ ,QF23280`\ 4� s sioNAL EXPIRES: 9/21/2012 CITY OF TUKWILA JUL 0 5 2011 PERMIT CENTER Sou DATE 5/16/2011 DRAWN CV JOB NO. 11032 SHEET S3 " STORAGE EXIST. BAR Soffit ® +11-0" • doff it ® +8' -0" New Steel Co I . • • . • I. 1 • .1. 1 2 "c1) BAMBOO etk ?PORT E3Y W RE 2' (rrP) F SUPPORT Brr 0 srwUcZvR Q0 OR ■. AIR= AT ' o... ABOVE I - I / SU T O .a) +8' -0 ST RUGTUi E AE3 MATCH �/ EXIST. GEILIN OF TN TO 2' (TYP) ID AT bYB TUiE A g+ T' E30 YES "A .c. .1=.1= A 12 6A. MIN. HANGER WIRE VERT. ®616" O.G. MAX. PARALLEL TO MAIN RUNNER; 12 GA. WIRE, 616" o.c. MIN. 12 6A. HANGER WIRE PARALLEL TO CROSS MEMBER, ANCHORED TO MAIN RUNNER NOTE: ATTACH GRID BRACING ASSEMBLY ® 12' o.G. MAX. START FIELD 41-0" FROM PERIMETER DEMISING WALL. Pniormrmmeim ■ ■r.�s� ■■ ■■■1113■■ FREEZER OFFICE OEEIGE STORAGE BEER COOLER I I F:I I I I.: I i ...I I I { t " .. O CON1= EXIST. CEILING TO REMAIN KITCHEN EXIST. CEILING TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 7 2011 oL. City of BUILDING ila VISION FILE COPY Permit No. Plan review approval Is subject to wrots and omissions. Approval of construction documerds does not authotiza the violation of any adopted code or ordinance. Receipt of approved Reid Cop landconions is acknowledged: BY, City Offihlkwila BUILDING DIVISION 5U tVEILLAI GE Soff it.•6 • • 1 1 • • EXIST. CEILING TO REMAIN Fi5htank NOTE" E3AME300 LENGTHS ARE SECURED AT JOINTS WITH 15"-I/2 GONDU I T SCREWED TO EACH END PERPENDICULAR JOINTS WIRED AT 4' o.c. MAX. SEPARATE REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING D e'^3i.. • Soffit ® +S' -O" EXIST. • CEILING O REMAIN SOFFIT FRAMING PLAN SCALE 3/I6" = 1' -0" REVISIONS No changes shall be made to the scope of work without prior 4 pprovel of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. REViSiiINNO1L t:fl 15'I RECEIVED NOV 0 8 2011 PERMIT CENTER UNPUBLISHED WORK 2011 MERRICK LENTZ ARCHITECT Unauthorized use or reproduction of these drawings or any part herein without the permission of Merrick Lentz Architect is not permitted MERRICK LENTZ ARCHITECT ARCHITECTURE-PLANNING 1800 136th Place NE - Suite 100 Bellevue, WA 98005 t.425.747.3177 f.425.747.7149 www.mlarch.com consultant project name Macau Casino Southcenter 5700 Southcenter Blvd. Tukwila, WA 98188 permit set drawing title Soffit Framing Plan drawn by M5G checked by MIX tI Jo7(Zol1 12L=vlS401.1 8/04/2011 PLAN REVISIONS 7/22/2011 PLAN REVISIONS S/21/2011 PLAN REVIEW COMMENTS 5/27/2011 PERMIT SET issue date description A4.2