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Home My WebLink AboutPermit D15-0288 - EMBASSY SUITES - ATRIUMEMBASSY SUITES SEATTLE AIRPORT HOTEL 15920 W VALLEY HM7Y EXPIRED 11127116 D15-0288 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htti)://www.TukwilaWA.eov DEVELOPMENT PERMIT Parcel No: 0005800024 Permit Number: D15-0288 Address: 15920 W VALLEY HWY Issue Date: 1/21/2016 Permit Expires On: 7/19/2016 Project Name: EMBASSY SUITES SEATTLE AIRPORT HOTEL Owner: Name: KOAR-SEATAC PARTNERS LP Address: 370 AMAPOLA AVE #210 C/O HASEMAN AMERICA INC, TORRANCE, WA, 90501 Contact Person: Name: KRISTOFFER EGGERT Address: 6264 ELLIS AVE S , SEATTLE, WA, 98108 Contractor: Name: J R ABBOTT CONSTRUCTION INC. Address: 3408 1ST AVE S SUITE 101, SEATTLE, WA, 98134-1805 License No: JRABBC1022JZ Lender: Name: Address: Phone: (206) 276-5227 Phone: (206) 467-8S00 Expiration Date: 3/1/2016 DESCRIPTION OF WORK: ATRIUM WORK - REMOVE PLANTER AREA AND INFILL LOWERED SLAB AREA W/NEW INFILL SLAB O.G. SOME NEW FOOD AND BEVERAGE EQUIPMENT & MISC ELECTRICAL WORK UNDER SEPARATE PERMIT PUBLIC WORKS ACTIVITIES INCLUDE VACUUM CLEANING ( SEDIMENT REMOVAL) OF THE EXISTING STORM DRAINAGE CATCH BASINS AND REMOVING LEAVES FROM THE EXISTING DRAINAGE SWALES IN THE PARKING LOT INCLUDING THE BACK PARKING LOT AS WELL. Project Valuation: $375,000.00 Fees Collected: $6,547.98 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: IA Occupancy per IBC: R-1 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: 2012 National Electrical Code: 2014 2012 WA Cities Electrical Code: 2014 2012 WAC 296-466: 2014 2012 WA State Energy Code: 2012 2012 Volumes: Cut: 0 Fill: 0 Number: 0 Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permitandagree to the conditions attached to this permit. Signature: lu Date: %1 Print Name: AIGt) INIAQ(Sa,v This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Due to lack of current maintenance of the parking lots storm drainage system all catch basins shall be vacuum cleaned/sediment removed and the existing drainage swales shall have leaves and debris removed to assure proper function of the storm drainage system at both parking lots. 20: Per Tukwila Municipal Code, a fire watch is required any time a fire sprinkler or fire alarm system is impaired. The fire watch shall be maintained until the system is restored. Contact the Tukwila Fire Marshal's Office at 206-575-4407 for detailed fire watch requirements. 5: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 2: 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) 3: 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) 4: 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, 7.2, 7.3) 6: Maintain fire extinguisher coverage throughout. 7: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 8: The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. (IFC 3206.9.2) 11: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 9: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 12: 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 #2437) (IFC 901.2) 13: 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 #2437) 14: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 15: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 16: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 17: 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 807.1, 807.2) 10: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 21: ***BUILDING PERMIT CONDITIONS*** 22: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 23: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 24: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 25: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 26: 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. 27: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 28: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0502 LATH & GYPSUM 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4035 SI-SOILS 5090 STORM DRAINAGE CITY OF TM, _LA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 h!!p://www.TukwilaWA.gov SITE LOCATION Building Permit No. Project No. Date Application Accepted: Date Application Expires: _ CONSTRUCTION PERMIT APPLICATION 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" King Co Assessor's Tax No Site Address: 15920 W Valley Highway, Seattle, wa 98188 Suite Number: atrium Tenant Name: Embassy Suites Seattle Airport Hotel New Tenant: PROPERTY OWNER Name: SEATAC Hotel. Owner, LLC Address: C/O LCP 350 W. Hubbard Suite 250 City: Chicago State: IL Zip: 60654 CONTACT PERSON — person receiving all project communication Name: Kristoffer Eggert - Evolution Architecture Address: 6264 Ellis Ave. S. City: Seattle State: Wa Zip: 98108 Phone: (206) 276-5227 Fax: Email: krise@evolutionarchitecture.net GENERAL CONTRACTOR INFORMATION Company Name: Abbott Construction Address: 3408 1 stave. south City: Seattle State: Wa Zip: 98134 Phone: (206) 467-8500 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: 000580-0024 Floor: main ❑ .....Yes ©..No ARCHITECT OF RECORD Company Name: Evolution Architecture Architect Name: Ralph W. Allen Address: 6264 Ellis Ave. S. City: Seattle State: Wa zip: 98108 Phone: (206) 399-9467 Fax: Email: ralpha@evolutionarchitecture.net ENGINEER OF RECORD Company Name: SSF Engineering Engineer Name: Zane Kaynet Address: 2124 THIRD AVE - STE 100 City: Seattle State: Wa Zip: 98121 Phone: (206) 443-6212 Fax: Email: zkayner@ssfengineers.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 Pagel of 4 bh BUILDING PERMIT 1NFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ 375,000 Existing Building Valuation: $ 8m (est) Describe the scope of work (please provide detailed information): 1 /4 �11.1- � t (�5 VI"1 LjGt,7"IZ a f ( e-lref e4z-Art�, Will there be new rack storage? ❑..... Yes ®.. No/ If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Addition to Type of Type of Existing Construction per Occupancy per Existing Interior Remodel Structure New IBC IBC I" Floor 47, 686 sf 4, 500 sf 0 sf 0 sf type 1 R1 —A 2 ad Floor 36,000 SF 0 SF 0 SF 0 SF TYPE 1 R1 3rd Floor 36,000 SF 0 sf 0 sf 0 sf TYPE 1 R1 Floors 4 thru 8 36,000 SF EA FLR 0 sf 0 sf TYPE 1 R1 Basement na Accessory Structure* na Attached Garage na Detached Garage na Attached Carport na Detached Carport na Covered Deck na Uncovered Deck na 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: Compact: Handicap: 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 8-112 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 ApplicationsTennit Application Revised - 8-9-1l.docx Revised: August 2011 Page 2 of 4 bh PERMIT APPLICATION NOTES — 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. 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. UT Date: ( ( 1 �5 J S Print Name: , P4;,= (J ' Cs(,�A Day Telephone: Zoo y79 9 / ` -6 7 Mailing Address: 1 0 (� { �J� ALL) &wyt� 7 City State Zip H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $4,046.06 D15-0288 Address: 15920 W VALLEY HWY Apn: 0005800024 $4,046.06 DEVELOPMENT $3,853.60 PERMIT FEE R000.322.100.00.00 0.00 $3,849.10 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $192.46 TECHNOLOGY FEE TOTAL1$4,046.06 R000.322.900.04.00 0.00 $192.46 Date Paid: Thursday, January 21, 2016 Paid By: JR ABBOTT Pay Method: CHECK 523533 Printed: Thursday, January 21, 2016 2:29 PM 1 of 1 C;? SYSTEMS Date Paid: Friday, November 13, 2015 Paid By: RALPH ALLEN Pay Method: CREDIT CARD 01238G Printed: Friday, November 13, 2015 12:27 PM 1 of 1 Ll L1 L�ffSYSTEM5 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) 438-9350 Project: 1 Type oLlnspection.r Date Called: Appddress::> ,,�.� / Special Instructions: 6ax'c-d VZ>0 k9 / !� Mka Date Wanted: a.m. 37: - '16 p.m. Re ester: atPt Phone No:: Approved per applicable codes. E Corrections required prior to approval. Innspector: xC IDate :/,_ lZ El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. A ZL INSPECTION RECORD _ Retain a copy with permit89 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- 679 ` Permit Inspection Request Line (206) 438-9350 G -1 %� � ( tv Project: Type of Inspection: GCSE Address: 1 wq(e .v Date Called: Special Instructions: tzoc)wt 4-6 Q � Ali Date U�a�nted a.m. ,S`"f K p.m. .aJ Saml, -a �� Requester: ( Phone No: ElApproved per applicable codes. E Corrections required prior to approval. COMMENTS: t Inspector: K,C� I Date: l b ` 14 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection. "I INSPECTION RECORD IP'T-02,vil2` Retain a copy with permit SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: ( F Ty p of Inspection: a A dress: � , / // qW UdV�(( Date Call d: Special Instructions: oaV--J r--G0 6" Date Wantf cj: / a.m. _ �fb p.m. Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M' INSPECTION RECORD y� (io) Retain a copy with permit V 0; o NS TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 i9 \1 I" S Ui kt Project: GL4 S Type of Inspect' Address: � / , /�//Q 6 IW a V r -k Date Called: Special Instructions: �A ✓"t Date Wanted. a.m. S'-- Q � p.m. Requester: Phone No: ❑Approved per applicable codes. Corrections required prior to approval. Inspector: Date: S- 1 © L ( REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r6 J q INSPECTION RECORD �Retain a copy with permit D�,71�- 6Z8� IN ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 GvPsu cam-% Project: Type of Inspec o : Address: � v e ��` Date Called: Special Instructions: _ J 06 j � oo� '�00/ -30 A40- o wq Date Wante a.m. — �- P.M. RequesterI: q"G ® 4bh© Phone o: 20 6 393 Approved per applicable codes. E Corrections required prior to approval. Inspector: Date: }-- 6 _/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. y (s-02 INSPECTION RECORD Retain a copy with permit ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ��5 c Type of nspection: , VQ CAA, c Address: Date Called: Special Instructions. A'� ��f (t Yo od r �'-trf { kl U 1AS ate Wanted: a.m. S - P.M. Requester: ��yyjj_� Phone No: 11 Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: !moo LJZ:± C t Inspector: K--C-- I Date: S- t [ - REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD a Retain a copy with permit I NY- 0 � UIECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Project: f SuF Type of Inspection-, " E-c-c Address: c v� �(Q I f Date Called: S eciai Instructions: VV DateWanted: a.m. p.m. Requester: Phone No:, v oApproved per applicable codes. Ell Corrections required prior to approval. (Inspector: (Date- 3 _ / b REINSPECTION PEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat[ to schedule reinspection. L INSPE+ Retain a CTION NO. MON RECORD copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 GY ✓1.T (,Ltd Project: Type of Inspectio. Address: cJ f e� Date Called: Special Instructions: 1 L f Date Wanted: a.m. CC..�� p.m. Requester: Phone No: E] Approved per applicable codes. LJ Corrections required prior to approval. Inspector: IDate:� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �AA INSPECTION RECORD O 3 Retain a copy with permit ( 6�j a PECTION N0. PERMIT NO. CITY Of TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Type �J 5q of nspection: I r A ess: 70 f t Date Called: Special Instructions: \_� ` Date ad� a.m. p.m. Re ue Phdne No: n GY Approved per applicable codes. EI Corrections required prior to approval. COMMENTS: -2 va L/ l wL !io tJ i'lU� tJ Inspector: � Dater _ 8— l REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. k CA A INSPECTION RECORD _ Retain a copy with permit D� o (SC T 10 N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. V1iA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect: . Type of Inspection: Address: � Isvc L Date Called: Special Instructions: ZDate Wanted: a.m. 3 •--?--T p.m. �l'e� Requester: �--wl. Phon N Approved per applicable codes. Corrections required prior to approval. (Inspector: V/ — IDate 5 r.2—q�_/� I 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 a I TION N0. PERMiT NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 6V Pf tx a dcy�—w Project: , TypjLof Inspect `n: Address: 3-4 ze w 1/q e w' Date Called: Special Instructions: Date Wanted: a.m. p.m. Reque ter. c6 Phone No: ?--6 - qr-'q Approved per applicable codes. EJ Corrections required prior to approval. Inspector: I'ate, 3 _ Z3 `/6 4C� REINSPECTION PEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Led INSPECTION RECORD ni� Retain a copy with permit D l��Z- g INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20 ) 431-3670 Permit Inspection Request Line (206) 438-93505u" / Project: Type of Inspection: u Iv-(,s U Address. ` '' tr % Date Called. Special Instructions: f 1 Date Wanted- a.m. " 18�� p.m. Requester: Phone No: FlApproved per applicable codes. Corrections required prior to approval. Inspector: � Daa 16 _ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 )__J Retain a copy with permit PT��"" 0 [T� TI")N NO. PERMIT NO. CITY OF TUKWILA; BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: Date Called: Special Instructions: CC1 Date Wanted: a.m. 3 (0 ,- p.m.. Requester: Phone No: Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: a pan v ® e (Inspector: r__C�_ IDate 3 —to REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l K INSPECTION RECORDa Retain a copy with permit ��r IN UN NU. PERMIT NO, CITY OF TUKWILA. BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 9878$ �\6)�70 Permit. Inspection Request Line (206) 438-9350 Ce-((-'`y ,uy Pro"ect: Ei"ao f� f f e4 Ty a of In Addss r ) vq((�w 1919 ""fill t/ gate Called: Special Instructions: wVI-0-V ' `��/ y Date Wanted: a.m. � e �� ` p.m. Requester: Phone No: ❑ Approved per applicable codes. EI Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to scheduie.reinspection. NO 03) INSPECTION RECORD Retain a copy with permit (5-6 zt INSP ON N0. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Pro' ct: 6rASJ Ste{ Type Inspection: ( C Address: i • I uV Date Called: Special Instructions: /f/� 4 I Date Wanted: a.m. 5 — 14 p.m. Requester: 1 Phone No: Inspector: Date: 3 3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION y RECORD _ Retain a cap with permit �� L(a IN_ N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 o r (206) 431-3670 Permit Inspection Request Line (206) 438-9350 (� ��,� f' Pro'ect: 1a�u Address: E , , `Q(��` 1 Type of Inspectio Date Called: Special Instructions: PA7-- Date Wanted: / / a.rn. (�t7 p.m. Requester: i yz � �r r� Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 12 � t � Inspector: Date — -L— iI REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pect: Typof Inspection: Ad ress: 7 J �/ W e-- Date Call . Special Instructions: C � f �lr(GO ;-6r7(tic D e Wanted: a.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. IInspector: V� _ IDate: -'> ^ ?'X—k REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. X �-- INSPECTION RECORD Retain a copy with permit INS CTION NO. PERMIT NO. CITY OF TUKWIL,A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'Pct: t ype�f Inspection: Ac(dress: ` � e Date Ca e Special Instructions: �� Date Wanted, s �� a.m. p.m. Re ter: Phone o: f 1 s IInspector: 1�1 IDate —:>—�—/ 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 117PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ' PW�40KS-y5 _ Typ of Inspectio 1 - C�� .I� r Address: , / Date Caged: Special Instructions: f Date Wanted: 2, - 2 a.m. Ilk p.m. Rey r Nlq Phone No: Approved per applicable codes.Corrections required prior to approval. COMMENTS: C�c rr 6 a U a Gc.ca PrQ yr�;e e. ILAI/ C C1 Wen 5��'5t) C re WUEET Inspector: TDate 2- f —f REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R INSPECTION (RECORD Retain a copy with permit '� 0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project* f r ( Type pf Inspection: f Address:� `/ Glt Date Called: Special Instructions: h- 4 Date Wanted: a.m. � 7 ��,� p.m. Requester: Phone No: Inspector: Date: 1 _r ;7 / /tCj' � 6 ( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ITS INSPECTION RECORD �6 Retain a copy with permit SPECT.ON N0. PERMIT NO. CITY OF TUlCWIL,A BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 DIVISION C6) 431-367 �Q O Project: J sf �w,il Gt!, fly f/' 7Ypere( io � I A15 Cfs 0 (^% < Vq(.i q- t -1 Date Called: Special Instructions: Date Wanted: a.m. Z — f �" 16 p.m. Re uester:l �QA-lowly Phone No: t� S �� Approved per applicable codes. EI Corrections required prior to approval. ✓f t (Inspector: `tom �DateS REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. /. INSPECTION RECORD . '4) c ( Retain a copy with permit INS TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 J Project: / / Type of Ins cti n: Address: PT�d.� .�1' e r re Called; Special Instructions: Date anted: p.m. Requester: Phone No: UJ'Approved per applicable codes. Corrections required prior to approval. tJ paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection, 24 3 INSPECTION RECORD Retain a copy with permit 0�� IN37ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P�e�ba(S Cll�� 77 s Type of In)p0c( 7o Address:(0 Li <JL/a Date Called: Special Instructions: Date Wanted: a.m. p.m. R ester: �610I' Phone No: (— Z �C` J J (5' Approved per applicable codes. Corrections required prior to approval. Ilnspector: �/�—/ IDate/ —24—_ / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. n RAISED CONCRETE FLOOR NOTESI a) EXISTING ENGINEERED SUB -GRADE FROM ORIGINAL CONSTRUCTION b) EXISTING PLANTER WALLS AT UPPER SLAB — REMOVE COMPLETELY. c) EXISTING CIP CONCRETE SLABS, UPPER AND LOWER — TO REMAIN IN PLACE d) EXCAVATE AT EXISTING PLANTERS — EXACT DEPTH TBD BY SOILS REPORT— 2-3' DOWN FROM TOP OF EXISTING LOWER CONC SLAB. a. FILL VOID AT EXCAVATED PLANTERS WITH RIGID INSULATION — CARRY TO UNDERSIDE OF NEW RAISED CIP CONCRETE SLAB AS INDICATED b. FILL SIDES OF RIGID INSULATION AT EXCAVATED PLANTERS WITH PEA GRAVEL (REFER TO FINAL SOILS REPORT) TAMPED DOWN TO "LOCK IN" THE RIGID INSULATION. e) NEW CIP CONCRETE SLAB — REFER TO STRUCTURAL f) REMOVE EXISTING TILE AT UPPER SLAB AREAS ONLY, APPLY LEVELING GROUT COMPOUND TO ADDRESS ORIGINAL SETTLEMENT AND INSTALL NEW TILE FINISH. g) INSTALL NEW TILE FINISH AT AREAS OF NEW RAISED CIP h) 10 mil plastic vapor barrier install below slab - tuck under existing edge as conditions allow. revised 01/04/2016 per city comr(m `� EVOLUTION �e � ARCHITECTURE i"* REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 City of Tukwila BUILDING DIVISION! i,.-t 7 �.Lj-... CkT'CIS"fu1"AILA JAN 0 4 2016 PERMIT CENTER COARECD4N EMBASSY SUITES - SEATAC 15920 W.Valley Hwy, Seattle, Wa., 98188 RAISED ATRIUM FLOOR - SD-001 SUPPLEMENTARY DETAIL 6264 ELLIS AVE S. Seattle, Washington, 98108 VWM.evolutionarchitecture.nel I Date 12 28 151 Scale 1 1 /2" = 1'-0" STEEL SHADE PERGOLAS 2-POST CANTILEVERED PERGOLA INSTALLATION SHEET IV% 2 Install 2"A" joist caps (2) by tapping into p e. Repeat for all joist ends. steel tube sections Install NOW KPIMM to top of joists by pla�ng a screw into each of the pre -drilled holes, one per joist. Repeat for all shade bars. Install joist by placing washer and setting bolts (2) into predrilled holes on top of joist and set joist on beam where bolts can go into holes on bracket. Tighten bolts into pre-set nut on bracket. Repeat for all four joists. Install beam by setting legs of beam down into posts. Place washers and install bolts through slotted holes on each side of post and tighten into internal nuts on legs. Repeat for both posts. Install post by setting base plate over all -thread anchor bolts (4) previously set into footings. Place washer and tighten double nuts. Repeat for all posts. 2. Install footings per local engineering requirements. Use template provided to layout and set all - thread anchor bolts into footings for installation of posts. (See diagram A and B for general footing examples. These examples are guidelines only and not intended to replace the services of a structural engineer. We are not responsible for engineering your footing installation. Engineered footing designs for your location and soil type can be provided for a fee.) 1. Check with local building codes to determine if a permit is needed prior to installation. TR- 1 �[s- oa-gS <J PROJECT' DATE PR 1. DESIGN SHEET V� /TRUCTtIRAI Structural Calculations For: Embassy Suites Tukwila 15920 West Valley HWY Seattle, WA 98188 z c,� O�-SSIONr\ , Prepared for: Evolution Architecture Job #: 10807-2015-00 Date: December 17, 2015 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 City of Tukwila BUILDING DIVISION t arszP1 !; CITE` OF 'f i.ir;4�V1L A DEC 18 2015 PERMIT CENTER jORRECi'44N LTR#I 1?1 t� a. OLOO SEATTLE 2124 Third Ave, Suite 100„ Seattle, WA 98121^ 0 206.443.6212 , ` ssfengineers.corn e DP1M i6c- �w / az*-1 -A5 r:::,eo AA CptrtoiO4 wW-I� AO `teT %vcc Q{Zt?L� vv� ir4/M H C Kl-L5 n cam, .f;� yL(,ZS G✓tt8 �t►� 4J Vic Pi Izv 61.1 Cho?ti S u e f LAM ftxt A -LA sue. Lx,,e ZWPS <_ Z000 P54 7 Lwt P.? _ -soy _ 12 & 11r PROJECT DAT- SIGN SHEET J 3 1 i L 0 O/ENGINEERING RUGTI&tftf CDC.. LP Z a t O i�� eL S '� Lu nl.�. � �' gyp"-(7�,A-�,�v • X I � �,. � rs Cv rlC F-ri, t i L. e Boii . 4 Dove-eu L,0Ac,. g tw—S GC. t rL no Nt N Lark.0 `5C7 -xP ?`P-,6"l PROJECT L?-1 DATE PR J. # DESIGN SHEET (� P°5f l_ Zvi, �L /t6vvw6 6 4-DiA n q /,�bwv-AT fR-A kk(, Ali�vwlc Co,,Lsr . Pce-- CA -rot-. Talvu C> rvvl,\ Ei�-.- _ F I 41, /& F-po-nAtts Fes, , (•2�IL / qt % 139P5-- I'v 5.v— x t -a ge PROJECT DAZE R[fGTCIR4E� _ 0%/ETINGINEEPING -- — D IGN SHEET r r October 9, 2015 Project No. KE150575A a s s o c i a t e d earth sciences CONTRACT AGREEMENT TO ENGAGE THE SERVICES OF ASSOCIATED EARTH SCIENCES, INC. AS A CONSULTANT AND ADVISOR This agreement has been entered into at Associated Earth Sciences, Inc. 911 5th Avenue Kirkland, Washington 98033 on this 9th day of October 2015 between Client: Grace Architects, PLLC 7310 15th Avenue NW Seattle, Washington 98117 Attention: Ms. Ralph Allen Subject: Scope of Work and Cost Proposal Geotechnical Design Recommendations Embassy Suites Atrium Tukwila, Washington REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 City of Tukwila BUILDING DIVISION IiE`Ct_.i'v ED CITY CF - WKWiLA DEC 18 2015 PERMIT CENTER CORRECTION T R # _...A....,.,_..,_ hereinafter referred to as "Client," and Associated Earth Sciences, Inc. (AESI), hereinafter referred to as "Geotechnical Consultant," for mutual consideration as hereinafter set forth: 1.0 The description and location of the project on which the Client contracts the Geotechnical Consultant's services are: The subject project consists of a remodel of the atrium at the existing Embassy Suites hotel located at 15920 West Valley Highway in Tukwila, Washington. As part of the proposed improvements, existing planter beds will be converted into accessible floor space, with new slab -on -grade floors. Options for the new slabs include: a) maintaining the existing two levels of atrium floor slab per the current design, or b) fill as required to provide a single level slab at the upper, or existing lobby level. Based on past work completed at the site, we anticipate that the existing atrium slab is underlain by soft silts and loose sands. We understand that the surrounding hotel structure is supported by augercast piles, and that the currently non -pile -supported atrium slab has experienced past settlement issues. ID I o5, 0A Kirkland Office 1 911 Fifth Avenue I Kirkland, WA 98033 P 1425.827.7701 F 1425.827.5424 Everett Office 1 2911'/: Hewitt Avenue, Suite 2 1 Everett, WA 98201 P 1425.259.0522 F 1425. 827.5424 Tacoma Office 1 1552 Commerce Street, Suite 102 1 Tacoma, WA 98402 P 1 253.722.2992 F 1 253.722.2993 www.aesgeo.com Your signature below and payment of the above -referenced retainer fee ($7,950) will provide acceptance of this services agreement, authorizing us to proceed. This estimate includes standard worker -safety ventilation for the borings completed within the existing building. However, the drill rig is gas -powered, and the ventilation system will not remove 100 percent of the fumes. The drill rig is also very noisy. This estimate assumes that the exploration borings can take place between the hours of 10AM and 2PM, Monday through Friday. The above -quoted price includes only the scope of work as described above. Other services, such as meetings, or additional field exploration work, are not included in the quoted price, and would be provided by AESI on a time and materials cost -basis upon the request of the Client. If the above scope of work and cost estimate meets with your approval, please indicate its acceptance and our authorization to proceed by signing in the space provided below and returning a signed copy of the contract to our Kirkland office address (AESI, 911 5t" Avenue, Kirkland, Washington 98033). If unusual or unanticipated conditions are encountered that would involve additional costs, we would immediately notify you to discuss modification of the study. Additional authorized services would be provided as outlined on the Schedule of Charges. 5.0 The person signing this contract for a business entity attests that they are empowered to act on behalf of the business and agree to the Schedule of Charges and General Conditions "A" attached to this letter. If this agreement meets with your approval, please sign in the space provided below and send one copy, along with a retainer of $7,950, to our Kirkland office address: AESI, 911 5th Avenue, Kirkland, Washington 98033, to serve as formal authorization to proceed. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington 4LLI, Kurt D. Merriman, P.E. Senior Principal Engineer The undersigned has reviewed and accepts the attached General Conditions "A". Client I Date Authorized Representative Signature Client please print name) Attachments: Schedule of Charges/General Conditions "A" KDM/pc — KE150575Al — Projects\Z0150575\KE\W P 3 911- 51h Avenue, Suite 100 Kirkland, Washington 98033 (425) 827-7701 1 FAX (425) 827-5424 ASSOCIATED EARTH SCIENCES, INC. GENERAL CONDITIONS "A" 2911 % Hewitt Avenue, Suite 2 Everett, Washington 98201 (425) 259-0522 1 FAX (425) 252-3408 Effective July 2010 1552 Commerce Street, Suite 102 Tacoma, Washington 98402 (253) 722-2992 1 FAX (253) 722-2993 Right of Entry The Client shall provide AESI legal access to and/or obtain permission for AESI to enter on all property, whether or not owned by Client, as necessaryforAESI to perform and complete its work. Client is responsible to provide, by map or drawing, a description of the property, its location and the location of any buried utilities or structures, including but not limited to, underground storage tanks. Any damage that results to a buried utility, orto Associated Earth Sciences, Inc. (AESI) or subcontractor equipment, will be the responsibility of the client. Also, any additional charges for exploratory work, due to encountering the utility, will be the responsibility of the client. We will take reasonable precautions to minimize damage from use of equipment, but have not included in ourfee the cost for restoration of damage which may result from our operations. Hazardous Substances & Drill Cuttings Client warrants that, prior to AESI beginning work, it will provide AESI with all information known, or which reasonably could be known by Client concerning the past or present use of the property and the nature and existence of any hazardous conditions or materials, on, in, under, adjacent to or near the property. When hazardous substances are known, assumed or suspected to exist at a site, AESI is required to take appropriate precautions to protect the health and safety of its personnel, to comply with applicable laws and regulations, and to follow procedures that AESI deems prudent to minimize physical risks to its personnel and the public. Hazardous substances may exist at a site where there is no reason to believe they could or should be present. AESI and Client agree that the discovery of unanticipated hazardous substances constitutes a changed condition mandating a renegotiation of the scope of work or termination of services. AESI and Client also agree that the discovery of unanticipated hazardous substances may make it necessary for AESI to take immediate measures to protect human health and safety, and/or the environment. AESI agrees to notify Client as soon as practically possible should unanticipated hazardous substances or suspected hazardous substances be encountered. Client encourages AESI to take any and all measures that in AESI's professional opinion are justified to preserve and protect the health and safety of AESI's personnel and the public, and/or the environment, and Client agrees to compensate AESI for the additional cost of such work. In addition, Client waives any claim against AESI, and agrees to indemnify, defend and hold AESI harmless from any claim or liability for injury or loss arising from AESI's encountering of unanticipated hazardous substances or suspected hazardous substances. Client also agrees to compensate AESI for work performed in defense of any such claim, with such compensation to be based upon AESI's prevailing fee schedule and expense reimbursement policy. Client recognizes that, when it is known, assumed or suspected that hazardous substances exist beneath the surface of the project site, certain waste materials, such as drill cuttings and drilling fluids, should be handled as if contaminated. Accordingly, to protect human health and safety as well as the environment, AESI will appropriately contain and label such materials; will promptly inform Client that such containerization and labeling has been performed, and will leave the containers on site for proper, lawful removal, transport and disposal by Client. Client waives any claim against AESI and/or its professional staff, and agrees to defend, indemnify and hold AESI and/or its professional staff harmless from any claim or liability for injury or loss which may arise as a result of the drill cuttings, drilling fluids or other assumed hazardous substances being left on site after their containerization byAESI. Client also agrees to compensate AESlfor any time spent and expenses incurred by AESI in defense of any such claim, with such compensation to be based upon AESI's prevailing fee schedule and expense reimbursement policy. AESI will act on behalf of Clientto arrange for lawful removal, transport and disposal of hazardous substances and potentially contaminated drill cuttings, drilling fluids and wash water, if Client so requests, and Client agrees to compensate AESI based upon AESI's prevailing fee schedule and expense reimbursement. Soil, rock, water and/or other samples obtained from the project site are held by AESI for no longer than 30 calendar days afterthe issuance of any document that includes the data obtained from them, unless other arrangements are mutually agreed upon in writing. Should any of these samples be contaminated by hazardous substances or suspected hazardous substances, it is Client's responsibility to select and arrange for lawful disposal procedures, that is, procedures which encompass removing the contaminated samples from AESI's custody and transporting them to an authorized disposal site. Client is advised that, in all cases, prudence and good judgment should be applied in selecting and arranging for lawful disposal procedures. AESI will act onbehalf ofClient toarrange for lawful removal, transport and disposal of hazardous substances if Client so requests, and Client agrees to compensate AESI based upon AESI's prevailing fee schedule and expense reimbursement. Due to the risks to which AESI is exposed, Client agrees to waive any claim against AESI and/or its personnel, and to defend, indemnify and hold AESI and/or its personnel harmless from any claim or liability for injury or loss arising from AESI's containing, labeling, transporting, testing, storing or other handling of contaminated samples. Client also agrees to compensate AESI for any time spent and expenses incurred by AESI in defense of any such claim, with such compensation to be based upon AESI's prevailing fee schedule and expense reimbursement policy. Aquifer Contamination Subsurface drilling and sampling may result in unavoidable contamination of certain subsurface areas, as when a probe or boring device moves through a contaminated area, linking it to an aquifer, underground stream, or other hydrous body not previously contaminated and capable of spreading hazardous substances off -site. Because subsurface sampling is a necessary aspect of the work which AESI will perform on Client's behalf, Client waives any claim against AESI and/or its personnel, and agrees to defend, indemnify and hold AESI and/or its personnel harmless from any claim or liability for injury or loss which may arise as a result of alleged cross -contamination caused by drilling or sampling. Client further agrees to compensate AESI for any time spent or expenses incurred by AESI in defense of any such claim, in accordance with AESI's prevailing fee schedule and expense reimbursement policy. Ownership of Documents All designs, drawings, specifications, notes, data, sample materials (exclusive of hazardous substances), report reproducibles and otherwork developed by AESI are instruments of service and as such remain the property of Associated Earth Sciences, Inc. Third Parties All services performed by AESI and/or its personnel under this agreement are intended solely for the benefit of the client. Nothing contained herein shall confer any rights upon or create any duties on the part of AESI and/or its personnel toward any person or persons not a party to this agreement including, but not limited to any contractor, subcontractor, supplier, or the agents, officers, employees, insurers, or sureties of any of the above. AESI shall not be responsible for the means, methods, or procedures of construction, nor for safety on the job site, nor for the contractor's failure to carry out the work in accordance with the contract documents. City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director December 27, 2016 Paul Santulli J R Abbott Construction Inc. 3408 First Ave S Seattle, WA 98134 RE: Request for Permit Reactivation #1 Embassy Suites Atrium Renovations —15920 West Valley Hwy Dear Mr. Santulli, This letter is in response to your written request for reactivation of expired permit application number D 15-0288. The Building Official has reviewed your letter and considered your request to reinstate the above referenced application. Per the Tukwila Municipal Code Article 16-04-250.F, reactivation shall require a new permit application, and the fee shall be in accordance with the permit fee schedule adopted by resolution of the City Council. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, 7--acAv —�� Bill Rambo Permit Technician File: Permit D15-0288 WAPerinit Center\Extension Letters\Permits\2015\D15-0288 Permit Reactivation.docx 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 A ABBOTT CONSTRUCTION 12/20/2016 Jerry Hight City of Tukwila 6300 Southcenter Boulevard; Suite 100 Tukwila, WA 98188 Re: Permit Extension for Permit #D15-0288 Embassy Suites Atrium Renovations Dear Jerry, D 15-0288 Per article 16.04.250.E of the Tukwila Municipal Code, please accept this letter as our official written request for an extension of permit #D15-0288. Permit #D15-0288 was issued to us on 1/21/2016 and we have been continually progressing with construction on this project since permit issuance. Completion of this project has taken longer than anticipated mostly due to architectural finish changes and material delays. We are now complete with the project and have received our final electrical and plumbing inspections. We are now ready to call for our final building permit inspection. Please accept this. correspondence as our written permit extension request and grant us an extension in order to allow us to schedule our final building inspection. You may contact me anytime with any questions or concerns. Sincerely, J.R. ABBOTT CONSTRUCTION INC. l Request for Exten Current Expiration Date: 7-1 Paul Santulli Extension Request: Project Manager FV A Approved for /�U days ❑ Denied (provide explanation) Signature%Tnitials I RECEIVED 408 1sE 3408t Avenue South CITY OF TUKWILei 1s Seattle,WA 98134 WAQ/RAB00022JZ 206.467.85001 office 206.447.1885/fax DEC 2-0 2016 ABBOTMONSMUMONXOM PERMIT CENTER City of Tukwila Department of Community Development 10/3/2016 KRISTOFFER EGGERT 6264 ELLIS AVE S SEATTLE, WA 98108 RE: Permit No. D15-0288 EMBASSY SUITES SEATTLE AIRPORT HOTEL 15920 W VALLEY HWY Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/27/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/27/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D15-0288 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development December 30, 2015 KRISTOFFER EGGERT 6264 ELLIS AVE S SEATTLE, WA 98108 I E, JAN 0 4 2016 PERMIT CENTER RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D15-0288 EMBASSY SUITES SEATTLE AIRPORT HOTEL - 15920 W VALLEY HWY Dear KRISTOFFER EGGERT, Jim Haggerton, Mayor Jack Pace, Director .ORREMON LTR# _.Z-.,.... 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 following departments: BUILDING DEPARTMENT: KC ELLIS at 206-431-3677 if you have questions regarding these comments. • Provide a wall section of new partitions include the elevator wall surround (wood framing not allowed in Type 1 construction), provide sheet ID9, ID13 and ID15, provide interior floor finish details per IBC 804, provide interior wall and ceiling finish details for Class B per IBC Table 803.9 (no reduction for sprinklers per 404.8) at new partition wood caps and floor -wall base, and 2x2 cedar rails at Elevator Pergola and Lounge Arbor. Provide vapor barrier details under the slab on grade locations. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, 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, I can be reached at (206)431-3655. Sincerely, EVOLUTION ARCHITECTURE RESPONSE: -WALL SECTION CALLED OUT AT 3 5/8" METAL STUDS - 16" OC / 1 LAYER 5/8" TYPE X GWB EA SIDE, TYP AT ALL NEW PTNS ....INDICATED ON 1D-14 -ADDITIONAL SHEETS REQUESTED HAVE BEEN ADDED - FINISH INFORMATION FOR CARPET AND WOOD TRIM HAS BEEN ADDED DEMONSTRATING COMPLIANCE WITH CODE ....INDICATED ON AO-00 - detailed flame testing information included with this letter. -CEDAR TRIM AT PERGOLAS IS CHANGED TO STEEL TUBE SECTION... TYPICAL AT PERGOLA / ARBOR LOCATIONS. Bill Rambo •••.INDICATED ON TR.1 10 MIL PLASTIC VAPOR BARRIER CALLED OUT ON REVISED DETAIL SD-001 Permit Technician File No. D15-0288 �X: J I C CaI�C � i 11'w t11 LIKI - -- ---- -- ------ -- 6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 MOHAWK INDUSTRIES, INC. LYERLY PLANT REFERENCE TEST#: 205623-RP4 CLIENT: DURKAN FOA THE SPECIFIC SCOPE OF ACCREDITA-NON UNDER NVLAP 1A8 CODE 100166•D DATE: 3/24/12 TEST METHOD CONDUCTED: 16CFR1630 (FF 1-70) SURFACE FLAMMABILITY OF CARPETS AND RUGS (ALSO REFERED TO AS ASTM D 2859 %jfA1'tTTON,C,HARACTERISTICS OF FINISHED TEXTILE FLOOR COVERING) SAMPLE`IDENTIFICATION: Indentiffcation: CYP42 Color..........: N/A Roll#..........: M0168928 Backing........: A PURPOSE AND SCOPE: THE STANDARD PROVIDES A TEST METHOD TO DETERMINE THE SURFACE FLAMMABILITY OF CARPETS AND RUGS WHEN EXPOSED TO A STANDARD SMALL SOURCE OF IGNITION. IT IS APPLICABLE TO ALL TYPES OF CARPETS AND RUGS USED AS FLOOR COVERING MATERIAL REGARDLESS OF THEIR METHOD OF FABRICATION OR WHETHER THEY ARE MADE OF NATURAL OR SYNTHETIC FIBERS OR FILMS. TEST PROCEDURE: FLAMMABILITY WAS DETERMINED IN ACCORDANCE WITH 16CFR CHAPTER II --CONSUMER PRODUCTS SAFETY COMMISSION, PART 1630--STANDARD FOR THE SURFACE FLAMMABILITY OF CARPETS AND RUGS (FF 1-70). COMMONLY REFERRED TO AS PILL TEST. FOR PURPOSES OF THIS TEST, AN INDIVIDUAL SPECIMEN MEETS THE TEST CRITERIA IF THE CHARRED PORTION DOES NOT EXTEND TO WITHIN 1.0 INCH OF THE EDGE OF THE FLATTENING FRAME. THE ACCEPTANCE CRITERIA IS BASED ON AT LEAST SEVEN (7) OF EIGHT (8) SPECIMENS MEETING THE TEST CRITERIA IN ORDER TO CONFORM TO THIS STANDARD. TEST RESULTS: #1 #2 #3 #4 #5 #6 #7 #8 ACCEPTANCE 3.50 3.50 3.38 3.63 3.50 3.38 3.50 3.63 PASS APPROVED BY: MOHAWK INDUSTRIES, INC. — LYERLY PLANT -5081 HWY 114 - LYERLY, GA 30730 Our letters and reports are for the exclusive use of the customers to whom they are addressed. Their communication to any others or the use of the name Mohawk Industries — Lyerly Testing Lab must receive our prior written approval. Our Letters and reports apply to the sample tested and are not necessarily indicative of the qualities of apparently identical or similar products. The reports and letters and the name of Mohawk Industries Lyery Testing Lab are not to be used under any circumstances in advertising to the general public. This report is not to be used to claim product endorsement by WLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval of this laboratory. MOHAWK INDUSTRIES, INC. LYERLY PLANT FOR THE SPECIFIC SCOPE OF ACCREDITATION UNDER HVLAP LAB CODE 100166.0 REFERENCE TEST#: 205623-RP4 DATE: 4102112 CLIENT: DURKAN TEST METHOD CONDUCTED: ASTM E648 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS USING A RADIANT HEAT ENERGY SOURCE (ALSO REFERED TO AS FEDERAL TEST METHOD 372 AND NFPA 253) SAMPLE IDENTIFICATION: Identification: CYP42 Color.........: N/A Roll#.........: M0168928 Backing.......: A PURPOSE AND SCOPE: THIS FIRE -TEST -RESPONSE METHOD MEASURES THE CRITICAL RADIANT FLUX AT FLAME -OUT. THE IMPOSED RADIANT FLUX SIMULATES THE THERMAL RADIATION LEVELS LIKELY TO IMPINGE ON THE FLOORS OF A BUILDING WHOSE UPPER SURFACES ARE HEATED BY FLAMES, HOT GASES, OR BOTH. IN THEORY, IF A ROOM FIRE DOES NOT IMPOSE A RADIANT FLUX THAT EXCEEDS THIS CRITICAL LEVEL ON A CORRIDOR FLOOR COVERING SYSTEM, FLAME SPREAD SHOULD NOT OCCUR. TEST PROCEDURE: A SPECIMEN IS MOUNTED HORIZONTALLY IN A RADIANT PANEL WITH AN AIR -GAS FUELED RADIANT ENERGY SOURCE. THE SPECIMEN IS IGNITED BY AN OPEN FLAME PILOT BURNER. THE DISTANCE BURNED TO FLAME OUT IS CONVERTED TO WATTS/CM2 AND REPORTED AS CRITICAL RADIANT FLUX. TEST ASSEMBLY: Mounted on: GRC Board TEST RESULTS: Critical Radiant Flux Total Burn Length Flame Front out Installation Type: Glue Down SPECIMEN #1 SPECIMEN #2 SPECIMEN #3 0.94 Watts/cm2 1.11 Watts/cm2 1.14 Watts/cmz 20 cm 23 minutes 12 cm 10 cm 8 minutes 11 minutes Average Critical Radiant Flux: 1.06 Watts/cm2 Estimated Standard Deviation: 0.11 Watts/cmz Coefficient of Variation: 10.3 STATEMENT OF UNCERTAINTY: ESTIMATED 20 % OF TESTED VALUE APPROVED BY: MOHAWK INDUSTRIES, INC. — LYERLY PLANT -6081 HWY 114" LYERLY, GA 30730 Our letters and reports are for the exclusive use of the customers to whom they are addressed. Their communication to any others or the use of the name Mohawk Industries — Lyerly Testing Lab must receive our prior written approval. Our Letters and reports apply to the sample tested and are not necessarily indicative of the qualities of apparently identical or similar products. The reports and letters and the name of Mohawk Industries I.yerly Testing Lab are not to be used under any circumstances in advertising to the general public. This report is not to be used to claim product endorsement by WLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval of this laboratory. MOHAWK INDUSTRIES, INC. LYERLY PLANT FOR THE SPECIFIC SCOPE OF ACCREOW 1011 UIIDER NVLAP LA8 CODE 100166.0 REFERENCE TEST#: 205623-RP4 DATE: 3/29/12 CLIENT: DURKAN TEST METHOD CONDUCTED: ASTM E662 STANDARD TEST METHOD FOR SPECIFIC OPTICAL DENSITY OF SMOKE GENERATED BY SOLID MATERIAL (FLAMING) ALSO REFERRED TO AS NFPA 258 SAMPLE IDENTIFICATION: Identification.: CYP42 Color..........: N/A Roll#..........: M0168928 Backing........: A PURPOSE AND SCOPE: THIS FIRE -TEST -RESPONSE METHOD COVERS THE DETERMINATION OF THE SPECIFIC OPTICAL DENSITY OF SMOKE GENERATED BY SOLID MATERIAL AND ASSEMBLIES MOUNTED IN THE VERTICAL POSITION WITH THICKNESS UP TO AND INCLUDING 1". TEST PROCEDURE: TEST SPECIMENS ARE EXPOSED TO AN IRRADIANCE OF 2.5 WATTS/CM2 FROM A RADIANT HEATER IN A CLOSED CHAMBER, MAINTAINED UNDER POSITIVE PRESSURE. A PHOTOMETRIC SYSTEM WITH A VERTICAL LIGHT SOURCE IS USED TO MEASURE THE VARYING LIGHT TRANSMITTANCE AS SMOKE ACCUMULATES IN THE FLAMING MODE. THE CHAMBER TEMPERATURE IS 95°F. TEST RESULTS: Specimen: 1 2 3 Avg. Maximum Specific Optical Density (DM) 182 165 169 172 Time to DM (Minutes) 5 9 8 7 Clear Beam (DC) 17 15 18 17 DM. Corrected (DMC) 165 149 151 155 Specific Optical Density @ 1.5 min. 0 1 1 1 Specific Optical Density @ 4.0 min. 168 126 147 147 Specimen Weight (grams) 19 19 19 19 STATEMENT OF UNCERTAINTY: ESTIMATED COEFFICIENT OF VARIATION FLAMING 3.6% NON -FLAMING 8.3% APPROVED BY: MOHAWK INDUSTRIES, INC. — LYERLY PLANT -6081 HWY 114 - LYERLY, GA 30730 Our letters and reports are for the exclusive use of the customers to whom they are addressed. Their communication to any others or the use of the name Mohawk Industries — Lyerty Testing Lab must receive our prior written approval. Our Letters and reports apply to the sample tested and are not necessarily indicative of the qualities of apparently identical or similar products. The reports and letters and the name of Mohawk Industries Lyedy Testing Lab are not to be used under any circumstances in advertising to the general public. This report is not to be used to claim product endorsement by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval of this laboratory. MOHAWK INDUSTRIES, INC. LYERLY PLANT REFERENCE TEST#: 205623-RP4 CLIENT: DURKAN TEST METHOD CONDUCTED: AATCC 134 ELECTROSTATIC PROPENSITY OF CARPETS MW Q FOR THE SPECIFIC SCOPE OF ACCREDITATION UIIOER HYLAP LAB CODE 100156.D DATE: 3/26/12 SAMPLE IDENTIFICATION: Indentification: CYP42 Color..........: N/A Roll#..........: M0168928 Backing........: A PURPOSE AND SCOPE: THIS TEST METHOD IS DESIGNED TO ASSESS THE STATIC GENERATING PROPENSITY OF CARPETS DEVELOPED WHEN A PERSON WALKS ACROSS THEM BY CONTROLLED LABORATORY SIMULATION OF CONDITIONS WHICH MAY BE MET IN PRACTICE. AND MORE PARTICULARLY, WITH RESPECT TO THOSE CONDITIONS WHICH ARE KNOWN FROM EXPERIENCE TO BE STRONGLY CONTRIBUTORY TO EXCESSIVE ACCUMULATION OF STATIC CHARGES. TEST PROCEDURE: A CARPET IS CONDITIONED TO SPECIFIED CONDITIONS AND WALKED ON BY A TECHNICIAN IN A SPECIFIED MANNER USING BOTH NEOLITE AND LEATHER SOLES. THE MAXIMUM STATIC VOLTAGE DURING THE TEST IS DEFINED AS THE ELECTROSTATIC PROPENSITY OF THE CARPET. TEST RESULTS: MAXIMUM MAXIMUM TEST SOLE UNDERLAY VOLTAGE 1 (kV) VOLTAGE 2 (kV) AVERAGE (kV) STEP A C - 2.0 - 2.0 - 2.0 SCUFF A C - 2.8 - 3.0 - 2.9 STEP B C - 1.3 - 1.3 SCUFF B C - 3.7 - 3.7 SOLES UNDERLAYMENT A - Neolite XS664 C - Plate: Earth Grounded Metal Plate B - Suede Leather D - Std. 40 oz/yd.2 Rubberized Hair/Jute cushion STATEMENT OF UNCERTAINTY: ESTIMATED STD. DEV. 0.3 -� A '/Z APPROVED BY: MOHAWK INDUSTRIES, INC. — LYERLY PLANT -5081 HWY 114" LYERLY, GA 30730 Our letters and reports are for the exclusive use of the customers to whom they are addressed. Their communication to any others or the use of the name Mohawk Industries— Lyerly Testing Lab must receive our prior written approval. Our Letters and reports apply to the sample tested and are not necessarily indicative of the qualities of apparently identical or similar products. The reports and letters and the name of Mohawk Industries Lyery Testing Lab are not to be used under any circumstances in advertising to the general public. This report is not to be used to claim product endorsement by NVLAP or any agency of the U.S. Government, This report shall not be reproduced except in full, without written approval of this laboratory. City of Tukwila Department of Community Development December 30, 2015 KRISTOFFER EGGERT 6264 ELLIS AVE S SEATTLE, WA 98108 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D15-0288 EMBASSY SUITES SEATTLE AIRPORT HOTEL - 15920 W VALLEY HWY Dear KRISTOFFER EGGERT, Jim Haggerton, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: KC ELLIS at 206-431-3677 if you have questions regarding these comments. • Provide a wall section of new partitions include the elevator wall surround (wood framing not allowed in Type 1 construction), provide sheet ID9, ID13 and ID15, provide interior floor finish details per IBC 804, provide interior wall and ceiling finish details for Class B per IBC Table 803.9 (no reduction for sprinklers per 404.8) at new partition wood caps and floor -wall base, and 2x2 cedar rails at Elevator Pergola and Lounge Arbor. Provide vapor barrier details under the slab on grade locations. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, 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, I can be reached at (206)431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0288 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 EVOLUTION d� ARNITUTURE 12 17 15 To: the city of Tukwila Attn: Bill Rambo 6300 South -center Boulevard Suite 100 Tukwila, Wa, 98188 Subject: EMBASSY SUITES SEATTLE AIRPORT HOTEL —15920 W VALLEY HIGHWAY DEVELOPMENT PERMIT APPLICATION NUMBER D15-0288 Correction response #1 Bill, Thanks for your review and comments. Please find our responses below: • General: we have adjusted the sheet size to 2x3 and are resubmitting the entire set along with some supplementary sheets with additional information 1. We are wet stamping both the engineering and Architectural drawings per your requirements 2. We have revamped the line weights for the drawings and believe that this set will read better. a. We have also revised the scheme to eliminate the built planter walls and the differences in floor slab elevations. The details now reflect this scope expectation. b. The column base work is finish related only, coordinating a new base stone or wood condition with the new tile flooring that is being placed throughout the atrium. c. Details have been referenced and added and are following the recommendations of the soils engineer... their report is also included in this resubmission. d. Masonry walls have been eliminated. 3. Callout added to A1.4 — all temp walls are 10' high, 3 5/8" metal studs with %" corex on one side. 4. Footings are called out on A1.2 and detail added to the structural set. Structural Calculations are also included. Mfr's standard section is also included illustrating typical construction and assembly details. Thanks again Bill ... as always the owner is pressing to move this ahead, and we will appreciate your review. Please give a call with any questions you may have. RECFE1 V E D CORRECT�N CITY OF TUI; WILA LTR# DEC 18 2015 Ralph Allen PERMIT CENTER Project Architect C: Kristoffer Eggert D15.Oub8 6262 Ellis Ave South, Seattle, Wa 98108 — 206 755 2550 — info@evolutionarchitecture.net City of Tukwila Department of Community Development December 01, 2015 KRISTOFFER EGGERT 6264 ELLIS AVE S SEATTLE, WA 98108 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0288 EMBASSY SUITES SEATTLE AIRPORT HOTEL - 15920 W VALLEY HWY Dear KRISTOFFER EGGERT, Jim Haggerton, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Plan sheets and related documents produced by engineer and/or architect shall be wet stamped and wet signed (See Applicable General Notes above). 2. Plans were quite faded and difficult to read. Also there are no details for the work done to column bases, wall framing, filling the floor and masonry wall construction for this project. The engineers plan sheet has a number of details that don't appear to relate to this project and one sheet (S2.1) appears to be missing. Engineer's special inspections don't cover the masonry construction. Provide revised drawings with only the engineer's details that relate to this project, all special inspections addressed and architectural plans with details of the construction related work proposed. Provide a cross section of the area to be filled with specific details. Provide key reference marks on the plan that identify where to find the specific engineer's details. Include details for the masonry wall construction. 3. Provide details for the temporary wall, height of the wall and how it shall be temporarily seismically braced to protect the public. 4. Provide details for the new trellises and show how they shall be seismically secured. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 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, I can be reached at (206)431-3655. Sincerely, t Bill Rambo Permit Technician File No. D] 5-0288 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0288 DATE: 01/07/16 PROJECT NAME: EMBASSY SUITES SITE ADDRESS: 15920 W VALLEY HWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: �&Aft, I Building Divisio IN Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 01/07/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/04/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0288 DATE: 12/22/15 PROJECT NAME: EMBASSY SUITES SITE ADDRESS: 15920 W VALLEY HWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # I Revision # after Permit Issued DEPARTMENTS: kcT Cow 1-- Building Division Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required �— (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator ❑ DATE: 12/22/15 Structural Review Required ❑ DATE: DUE DATE: 01/19/16 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: 11—30—I Departments issued corrections: Bldg @' Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0288 DATE: 11/16/15 PROJECT NAME: EMBASSY SUITES SEATTLE AIRPORT HOTI SITE ADDRESS: 15920 W VALLEY HWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: A-T-, Cofzl Building Division '119 K& IIII� I�j Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: * 0V II*11 Fire Prevention 0 Structural ❑ C P L /�//-}- l l- D- I5- Planning Division IN Permit Coordinator ❑ DATE: 11/17/15 Structural Review Required ❑ DATE: DUE DATE: 12/15/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only l CORRECTION LETTER MAILED: Departments issued corrections: Bldg � Fire ❑ Ping ❑ PW ❑ Staff Initials: kK 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I - k ` 1 Plan Check/Permit Number: I �7 G 2 � ❑ esponse to Incomplete Letter # Response to Correction Letter # -z__--- 9 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person:_ u71 c- W PIK tt-"«� Phone Number: Z0 ro .39 9- Summary of Revision: RECEIVED CITY OF TUKWILA lAN 0 4 2016 PERMIT CENTER f Sheet Number(s): 00 V 2 — k "Cloud" or highlight all areas of revision including date of revision/ Received at the City of Tukwila Permit Center by:W ids K�"z I ❑ Entered in TRAKiT on City of Tukwila Department of Community Deve1 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.aov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: IZ � l/ - I S _ Plan Check/Permit Number: P i 7 GZ < ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: �� ej � 44U mt—,�7 Project Address: 1 S% ?i0 AJ . U Contact Person: {( 1�4 Fs-,L,L,�. Phone N Summary of Revision: DEC" 1 & Sheet Number(s): "Cloud" or highlight all areas of revision including date of r�v/is�ton Received at the City of Tukwila Permit Center by: �(O ❑ Entered in TRAKiT on J R ABBOTT CONSTRUCTION INTO Page 1 of 3 A^ Washington State department of 4j Labor & Industries Home _ Espanol ; Contact Search L&I L1< A-Z Index s Help Mc Secure LA.t Safety & Health Claims & Insurance Workplace Rights Trades & Licensing J R ABBOTT CONSTRUCTION INC Owner or tradesperson 3408 1ST AVE S SUITE 101 SEATTLE, WA98134-1805 Principals 206-467-8500 FRASER, RICHARD H KING County FRASER, GWEN F NELSON, RONALD A, PRESIDENT KLEIN, DOUGLAS J, PRESIDENT STRAND, TIMOTHY R, PRESIDENT SPRAGUE, ANDREW W, PRESIDENT ABBOTT, JOHN R, PRESIDENT STEDMAN, TROY L, PRESIDENT PRICE, MICHAEL W, PRESIDENT SHALLEY, BRANNON E, PRESIDENT NEWMAN, WENDY P, VICE PRESIDENT MCGOWAN, JOHN P, VICE PRESIDENT ABBOTT, DAWN E, SECRETARY SEAMNA, MARK C, SECRETARY ROBERTSON, ROBERT M, TREASURER Doing business as J R ABBOTT CONSTRUCTION INC WA UBI No. Business type 600 479 123 Corporation Governing persons ANDY SPRAGUE BRANNON SHALLEY; DOUGLAS JOSEPH KLEIN; JOHN ABBOTT; JOHN MCGOWAN; MARK SEAMAN; MIKE PRICE; RON NELSON; TROY STEDMAN; WENDY NEWMAN; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. JRABBC1022JZ Effective — expiration 04/09/1998— 03/01/2016 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=600479123&LIC=JRABBCI022JZ& SAW= 1 /20/2016 i , LVIVW ALK= WAT :> Mgt) 147 Slow _ O/W 6/0 4-- PERMITTED WORK OCCURS" IN THE EXISTING FOOTPRINT THE EXISTING BUILDING.'/ PAS THE ELECTRICAL SITE PLAN FROM THE ORIGINAL CONSTRUCTION SET IS USED HERE FOR THE SITE PLAN SUPPORTING THE CURRENT SCOPE OF WORK. WE HAVE CONFIRMED THAT THE LAYOUT SHOWN IS CONSISTENT WITH EXISTING CONDITIONS. n Site 4 EXISTING BUILDING VIEWS 1 1 /211 = 1'-011 u 0 061 rc. Material' ASTM E94 Flame Spread Index Flame Spread class ASTM E" Smoke Developed Index Sources Alder All C 165 IiPVA T 14189 (2013) Bich, YtIlow NA NA UL527 (1971) Cedar Alaska Yellow 50 B 115 IfPVA T 12704 2008 Cedar Port Orford 60 B ISO IIPVA T-12694 200A Cedar, Westem Red 65 B ISO IIPVA T 14338 and T 14495 (2014) Cottonwood NA NA UL527(1971) Cypress NM C NA 1JLS27 1971 Do las-fr 70 B 80 IiPVA T 142S3 (2013) Gum. Red NA NA UL527 (1971) Ilesn-FirSpeciesGroW 60 B 70 IR'VA T 10602 2001 le(8 ) NM C 155 CWC FP-6(1973) (kilt, Red or White NA L NA ULS27 1971 Pine, Eason WMtt 70 R 110 IiPVA T-14186 (2013) Pim Idaho Wltiro NA IV 125 IIPVA T 592 (1974) Wgcpole 210 CWC FP-6 1973 Pine Ponderosa NA' C NA UL527 1971 Prla.Red NA' C 230 CWC rP.6(1973) Pine, South= Yellow 70 B 163 IIPVA T 14254 (2013) Pine Westem White NA' a, NA UL527 1971 Poplar. Yellow 125 C 12S IIPVA T--14512 (2014) Redwood 55 B 135 IIPVA T 14195 and T-14243 (2013) spfliKe, Black 45 R 250 IIPVA'T=-14053 (2013 Sp we, Btadt (4" thick, 3 Of MoBi Lamitaftiona 35 B 55 IIPVA T--14054 (2013) ' NA' W, NA CWC FP-6(1973) WAU NA' C NA UL527(1971) Ce"fthl 0 2015American Bitod Cormdl Table 1 Footnotes L T1tcb=sofmafermltcoWisono-inchnaminlozcpt%xh=itdkatcd. 2. Sources: CWC .-Canadian Wood Caned; IBWA- I-lardwood Plywood Vauw Associsliow. UL-Utdaatkors' Laboratories. Test sepal manbets and yea of test am indiewd. I The Ilcm-Fk Specks CaoW represents six glair!: Californian Red Fir, Grand Fir. Nablo Fir, Pacrtie Silver Fir. Westan Nrmlock, and White Fir. The m- portal flame spread ilex rcprrscros a product containing a mixture ofthcse species• When lumber is from a single spocics r6a to the specific gwcs dealt sproadindex. 4- Flame spread inter cannot be directly determined fitan the referenced scuts; however, the repeated Flame Spread Clams dented to be a ramrable aafi ase based an charges to the analysis medwd of teat results m mparted within the refuenood source. TYPICAL CARPET SPECIFICATION - CARPET IS RATED TO RETURN UP WALL FOR CARPET BASE CONDITION EDURKAN CY42T CYP 42 TEXTURED PILE YARN CONTENT Coleratrand Nylon with Sentry Plus FABRIC TYPE - Textured Patterned Cut S Loop GAUGE - 1III STITCHES PER INCH 11.0 AVERAGE PILE THICKNESS .281 TUFTED FACE WEIGHT 42.00 DENSITY 5.Sol WEIGHT DENSITY 228.002 DYE METHOD Sobtion BACKING V&Idbkt PERFORMANCE FLAMMABILITY: PILL TEST teCFR-1630A (FF-1.70) III&#%crexoteds Rtauirtmsni FLOORING RADIANT PANEL ASTM 11448 Cases 1 SMOKE DENSITY ASTM E`602 450 or Less COLORFASTNESS: LIGHTFASTNESS AATCC 10E Lin. Rating 4 Q 00 AFU CROCKING AATCC 165 Lin. Rating 41h4t or Dry ATMOSPHERIC CONTAMINANTS AATCC 129,104 L%i. Rating 3 Q Two (yews STATIC: STATIC PROPENSITY AATCC 134 (STEP) Less than 3.5 K.V. PERFORMANCE CERTIFICATION: IAO CERTIFICATION 14866070 GREEN LABEL PLUS aele CRI APPEARANCE RATING GUIDELINE Severe © Mohawk Group 160 South Industrial Blvd. -Calhoun, GA 30701-800.241-4580 Mohawk Industries I Legal I Copyright 02016 Mohawk Industries, All rights reserved 5 INTERIOR FINISH CODE COMPLIANCE 1 1 /2" = 1'-011 !7 11 / /14--1-'1 I R n ZONING MAP 1 1 /2" = 1'-0" i- Ilk I.J%) C .o I LlJ 1�f1 I I V I N W 15920 W.Valley Hwy, Seattle, CODE COMPLIANCE GENERAL NOTES Wa., 98188 * 2012 International Building Code (IBCj 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE 2012 International Mechanical Cade (lMC} 2012 INTERNATIONAL BUILDING CODE (IBC) AND ANY APPLICABLE AMENDMENTS REQUIRED BY THE CITY OF ss TUKWILA. + Washington State Ventilation and Indoor Air Quality Code, 2012 Edition, (WAC 51.13) • 2012 Washington State Energy Code (WAC 51- 1) 2. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE',ALL LABOR AND MATERIALS, EQUIPMENT, REVISIONS TRANSPORTATION, AND UTILITIES NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE No Changes Shnii hi rm^Cfo to the scope EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR AND ALL OF ITS SUBCONTRACTORS Of WOrlt v!Tithc`. I. I.'r1r`r approval of PROJECT TEA REPRESENTTHATTHEYEACHHAVEMADEATHOROUGHEXAMINATiONOFTHESITEAN ALLEXISTINI"a CONDITIONS -r(,1.,,r1� �,,,.{�;;�� D;,�;sl,�n AND LIMITATIt}MI5, AND THAT THEY HAVE EXAMINED HE CONTRACT 66CU'MENTS IN COMPLETE DETAIL AND HAVE ( n � th DETERMINED THAT THE DRAWINGS SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT ADEQUATE AND � �T`': 1 `: IIF� ' ` li,' :'J j3 un SGlbtl1itt>Si OWNER t an��I m:�� i:-:," : ry c ' ional p:sn rov*r :i f'��:3 SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS OF THE WORK AE NECESSARY ,.,,. _.... SEATAC Owner, LLC FOR PURPOSES OF FABRICATION OR INSTALLATION OF ITEMS, OR RESOLUTION OF CONFLICTS BETWEEN ITEMS, Attu: John Merrill WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH MINOR ADJUSTMENTS Im tr.1116- lodeinacapital.com , AT NO ADDED EXPENSE TO THE TENANT., WHERE SUCH MINOR ADJUSTMENTS AFFECT' FUNCTIONAL OR AESTHETIC 312-229-1601 DESIGN OF THE WORK, THEY SHALL BE SUBMTTTEO TO THE ARCHITECT` FOR REVIEW AND APPROVAL.122815 OWNERS REPRESENTATIVE 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND, CONDITIONS ON SITE, ALL REQUIREMENTS OF EXACT SiZE FOOD LINE DRAWINGS COOPER I RILEY AND QUANTITY OF EQUIPMENT, INCLUDING REQUIREMENTS' FOR MECHANICAL ANO ELECTRICAL SERVICES AND BE Attn: Joseph Erickson RESPONSIBLE FOR ALL ROUGH -IN CONNECnONS. 4 ickso ,+ ooclerrile+r.cpm A. ALl WORK SHALL CONFORM TO TYPE 1 CONSTRUCTION REQUIREMENTS, 415-21fi-7991 S. ALL MATERIAL SHALL BE NEW UNLESS NOTED AS EXISTING. INTERIOR DESIGNER Cole Martinez Curtis and Assoc. 6. MATERIALS, ARTICLES, DtsVICEs, AND PRODLJCiSARE SPECIFIED IN THE DOCUMENTS BY REFERENCE TO BUILDING Attn: Alison Gioffredi �r I STANDARDS, BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH 310 827 7200 ext 1.12 '• REFERENCE STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY 4435 REGiSTEREI] 11¢ icrrlcadesKln,colll ! PRODUCT NAMED, FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY 'PERFORMANCE SPECIFICATION, SELECT �31 ANY PRoDucr MEETING 00 EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT ARCHITECT �Ii�tCI'IITEGT i A REQUEST FOR SUBSTITUTION SEPARATELY. FROM IREQUIRED SU8MITT'ALS, PROVIDE COMPLETE BACK-UP Laval CHution Architecture INFORMATION FOR PURPOSES OF EVALUATION. p Attn: Ralph Allen or Kristoffer Eggert 7. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND' SERVICES DISRUPTED OR REMOVED DURING C. ' ,. r r .'...iy1 CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. NEW OR REVISED LOCATIONS 206 399 9467 E3R is= - , . Vi ,3 a�:,. FOR SAME SMALL BE BIDDER DESIGNED UNDER SEPARATE t�ERMIT :GENERALLY CONFORMING To THE SPECIFIC kris utJls chitectulrte;net -- -- OWNER REQUIREMENTS. RALPH �. ALLEN 206-276-5227 STATE OF WASHINGTON 8. EXISTING WORK DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT SktALL BE REPAIRED TO CONTRACTOR oRIGINAL•CbNDITION AND FINISHED TO MATCH ADJACENT FINISHES,, SUBJECT TO OWNER'S APPROVAL, AT Nit Abbott Construction ADDITIONAL COST TO THE OWNER. PATCH ALL DISTURBED AND/OR DAMAGED ITEMS. AS REQUIRED TO Attn: Paul Santulli or Alan Anderson � ACCOMPLISH NEW WORK AS REQUIRED FOR FINISHED APPEARANCE. Qsllsrttulll JRABBCITT.c€att1, 9. CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLLISINCS AREAS FOR 'WORK, aanderscsn�ilJRAROaT-T.mrn � reV-1-date - topic 12/17/15 -city comment responses PermitAfi�MATERIALS STORAGE,;and ACCESS TO'AND FROM THE'WORK I SPECIAL CONDITIONS OR NOISY WORK, TIMING OF 206.467.8SOO.I. REVISION #2 Plan review approval i8 subject to errors and Omissions. WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVit ca ANC! RELOCATION OF EMS IING.EQUIPMENT, CASEWORK, FIXTURES FITTINGS, ETC. rev-2 -date -topic 01/04/16 -city comment responses V2 Approval of construction documents does not authorize rev-3 - date - topic the violation of tiny adopted code or ordinance. Rec:ipt PROJECT INFORMATION rev-4 - date - topic REVIEWED FOR of approved lFiold Copy and conditions is acknowledged: - �A-rlk-,ATRIUM, DESCRIPTION OF WORK • MINOR DEMOLMON OF PLANTERS AT EXISTING 81-LEVEL rev-5 - date - topic APPROVED By: AND RECONSTRUCTION OF EXISTING SLAB ON GRADE / �+ `�- Date: (� ` AT ATRIUM AREAS TO A SINGLE LEVEL SLAB THROUGHOUT rev-6 - date - topic JAN 13 2016 yL� FLUSH WITH THE LOBBY ENTRY LEVEL • REVERSION OF 4 EXISTING SMALL CONFERENCE ROOMS BACK TO City of Tukwila ORIGINAL GUEST ROOM FUNCTIONALITY ON UPPER FLOORS BUILDING DIVISION REFURBISHING OF EXISTING BUFFET LINE INCLUDING SOME NEW FOOD AND BEVERAGE EQUIPMENT. City Of Tukwila BUILDING DIVISION + PROVIDE NEW CASEWORK ELEMENTS AT FRONT DESK AND MISCELANEOUS FINISH CHANGES IN COMMON AREAS. Sheet List Sheet Number Sheet Name GENERAL 3 Unnamed FS-01 FOOD LINE PLANS FS-02 FOOD LINE PLANS ID-9 INTERIOR DESIGN ID-13 INTERIOR DESIGN ID-15 INTERIOR DESIGN AO-00 PROJECT INFORMATION -SITE PLAN A1.1 DEMOLITION PLAN A1.2 PROPOSED MODIFICATIONS - SINGLE LEVEL ATRIUM A1.4 EGRESS PLAN DURING CONSTRUCTION S1.1 GENERAL STRUCTURAL NOTES S3.1 DETAILS SD-001 RAISED ATRIUM FLOOR - SUPPLEMENTARY DETAIL ID-1 ATRIUM KEY PLAN (INTERIOR DESIGN) ID-14 DETAALS (TRELLIS) ID-18 DETAILS (TRELLIS) TR-1 MFGR'S STD TRELLIS SECTION GENERAL 1 STRUCTURAL CALCULATIONS GENERAL 2 SOILS REPORT "fi a CODES AND STANDARDS • 1BC2012 • MEP WORK WILL BE BIDDER DESIGNED AND ER S RA PERMIT. PROPERTY & BUILDING �V 1�ir INFORMATION �I i�i [. �4 • ADDRESS 15920 W. VALLEY HIGHWAY, SEATTLE, WA, 98188 • LEGAL DESCRIPTION �711A1' PORTION OF11 W, IIUNRY MEADGR DONA116N LAND CLAIM NO, 46, SI;M0111 : i V �7 {' .4, 1 D1\ NSItlP 1 NOR'ttl 3iA13t1F 4 r iST. �, M„ D1 sCR1111:D AS rUCLOW S: �� iwaiNNtNOON171is2MLIN SURVEYOPPRIMARYSi'ATE111G11WAY%1ti[i°9¢Jt1Ph ` C;� Y L%�' `�i�i� �''lL� RIYi?R 1N7'GICCHAIdGri rl7' HIGIIWAY IiNO1NrliR'S:i'I'AT10N :M;149+ ,5.97 P' 1;. Y ,, '� � `�. ]AN 0 4 2016 71r1 AC 11 NC)tt'il 18?°0?`32 t+.Ati1 A1,OhG SAID' ! 1 lull 418 74 FI.I:T 1 U AN' r INTFRSE( IION WI'1'1III IP WLb H:RLY MARGIN OF'" IEPUGGf SOUND BI CTRIC UORRE V •.r • O RAH wnYRutnl.aLwAY: L-i-R1 PERMIT CENTER rl II NCE SOUTHERLY ALONG SAID W7 STERLY ItIMIT Gi-WAl MAIMIN'r(l A MINT 20 F1im, sounI or wiim htmsuRw. AT Rini rr ANGLES TO UIP. EnsTl?uLY 1�RG171J(=T70N Or"rklC rti110Vti nCSCRli11D'•Y t,1Nri; 1111 NCE NORTH 87°0A"q4'r [ A51' 100,001 I?tit' T()by '1111i I'MAILY MARGIN OF SAID REOIN SOUNII FLI4'1'RlC RAILNAY R1G11F OI .W'.tY AND 7(1 111E+'CitIJG PG,NTar PROJECT INFORMATION 1JFOIV1\O; '01I NC ( t'UNI INUINC NORTI187'08 04 EAST 124.74 FI-Tq Ter 1'}JN wr.S11tRLY \tAROIh Or 1'IIF 'n!VCF SflU'IN Q3'4WO4 OWES'rAI.ONG ES;A10PWI"�ll1RlAtLI[Y.RRflIAaDHTR•or- WUA1Y WMAAYRG; I.4 327.11 ihlT. SITE PLAN 711ENCESOUT1I87Y1$'P1-W't5T95,59fEfi1'T'O71i[ EASTERLYNfARGiNOFSAID NVIT SOUND ELECTRIC RAILWAY RIGHT -err -WAY; THENCE NORTH 01°26'34- WL$1' ALONG SAiD P.MTFAmy RImmor-WAY MARGIN 325.10 FEET TO 111H TRUE FOIN'r OF UL•'GINNING; • ZONE TUC-TUKWILA URBAN CENTER • BUILDING OCCUPANCY A (GROUND FLOOR CONFERENCE AREAS) M (GROUND FLOOR AOmOO RESTAURANT) R-1(FLOORS 2 - 8) • CONSTRUCTION TYPE TYPE 1 nON RE - INC VE S on, 98108 1282 :hitecture.net FE7 PORTE COCHERE Ila DEMOLITION KEY F_. REMOVE EXISTING CARPET �2J REMOVE TILE DEMO RECEPTION DESK & WALL PAPER �4J REMOVE EXISTING WALL DEMO COLUMN BASE �6J DEMO OBELISK ART L71 DEMO LOWER WATER FEATURE LEVELS L8� REMOVE EXISTING DOOR & FRAME L9P REMOVE EXISTING TV STRUCTURE 10 REMOVE EXISTING STAIRS & HANDRAILS IF.- � REMOVE EXISTING CMU WALL 12 REMOVE BEVERAGE STATION STRUCTURE L3 SEE CMA DESIGN FOR F&B MODIFICATIONS REMOVE NON-NATIVE SOILS - ASSUME 48" DEEP SCALE: 1 /8" = V-0" ELEC. 3/ TELE./MAN. FIRE CONTROL 0.1 1 RESTAURANT/LOUNGE I I I I BUSINESS L QUOR OFFICE STORAGE II L1 I I L GGAGE / �8 �� L LOBBY L2� LJ FILJ �JJ I— —1 L5J LJ II III III ILJ LJ M.T. -� O 0 KITCHENr— Q VL2 L_j L2N 4MEN 4O �MF 7 F_,�] STOR. LOCKERS 1 LOCKERS 2 COMPRESSOR RM. 44 VEST. 3 VEST. 4 0 (1 F'� MEN 2 WOMEN 2 DRY LJ STOR. COMP. BAR F.H.c. EMPLOYEE DINING VEST V S REF/FREEZER 5 6 \i o L2J\LJ \\\ \\ �2 J CORRID R 1 \\ \ �� //// /// \\ 5�� LJ ------------------- ------------------ REGISTRATION LF REISERVATION COMPUTER \ ADMINISTRATION MEN 3 IIMEN 3 1 TIIIII SAUNA RECREATION I �5� —1 /;'/ CLOS. 12] 10 F F. I_LJ L J o II L J IF �❑J w L2J � w 6—I J �7� LJ I I I 1 1\ � L L❑� F.F.E. 0.0' L II II II I III I I I LJ L 9� I I L2J I I AFL \ \ I I I II L❑� v x tang 6'h alum frame glazing L � —1 �— s a tt � of open elevator shaft L 1/0 LJ 1 _ F_—I L EQUIP. L2J EXERCISE CLOS. J L1J Of 0 MAINTENANCE o STAIR 2 BREAK-OUT MEETING ROOM BREAK-OUT MEETING ROOM IJ 1� /,--I � rh F1-1 CORRIDOR 4 LJ o o LLAI- U U s LAUNDRY STORAGE STOOR. TRASH LAUNDRY I 111 I1 MECHANICAL 1 DRYER SERVICE GENERAL STORAGE MEETING STORAGE MEETING ROOM F 7 L1J MEETING ROOM F- L1J w In 0 U MEETING ROOM 3 F1-1 LJ 11 CORRIDOR 2 119 us - c L1J o� EVOLUTION ARCHITECTURE, LI Copyright 02015 AA dghts reserved. Evolution Ard&*re, LLC 6264 Ellis Avenue South Seattle, Washington 98108 D Phone: 206.588.1282 Email: info@evolutionarchitecture.net www.EvolutionArchitecture.net FRN 0 NOTES: F1-1 1. LANDSCAPE PLANT MATERIALS TO BE L J REMOVED BY OTHERS. 2. PLANTER WALLS TO BE REMOVED AT ALL PLANTERS IDENTIFIED. 3. SOILS WITHIN PLANTERS TO BE REMOVED TO NATIVE SOIL BELOW. APPROXIMATELY INCHES BASED ON LIMITED CORE SAMPLES. 4. REMOVE AND DISPOSE OF EXISTING STAIRS TO LOWER LEVEL OF ATRIUM w E.W.C. 0 # Date Description 11/03/2015 BID SET WOMEN 1 JANITOR MEN 1 00100/0000 00 O O O O Z�L2/17/15 ADDENDA #1 0 CITY COMMENT RESPONSES LJ 11aD I MECHANICAL 2 ELECTRICAL 1 EMBASSY SUITES TUKWILA i S` INTERIOR RENOVATION 15920 WEST V�EY:HWY SEATTLE,; W.-A:981$& ,,h, I �_ Q 2 3 4 5 6 7 8 9 10 11 11:1 Pftft ®es 0 r REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 City of Tukwila BUILDING DIVISION JAN 0 4 2016 SHEETTITLE DEMOLITION PLAN DRAWN BY KDE DRAWING NUMBER DATEISSUED 11/03115 Alml PROJECT NUMBER 1501301 Ila DRAWING KEY l VALET STAND - FINAL LOCATION TBD IN 1 1 INSTALL NEW WALL FRAMING L — J 2 , NEW INTERIOR DOOR & FRAME L — J 3 1 NOT USED L — J 4 i SELF SERVE SERVE GIFT SHOP -ADD L _ J ELECT. & LIGHTING 5 , RECEPTION PODS - NEW ELECTRICAL/DATA L — J 6 , NEW COLUMN BASES L — J r—-I 1 7 I NEW BUBBLING WATER FEATURES L — J 8 1 PAINT GATES AT BASIL ENTRANCE L _ _J 9 , NOT USED L _J 110, NOT USED L — J 11 i IN -FILL WATER FEATURE WALL L _ J - i PRE -MANUFACTURED TRELLIS SYSTEM - L _ J SEE STRUCTURAL FOR INSTALL DETAILS 13 , REFINISH DOOR L — J 14, DECORATIVE SCREEN L _ J r— 115, NOT USED L — J 1161 NOT USED L _ J r--1 117, BUSINESS CENTER - ADD ELECTRICAL/DATA/LIGHTING L — J r— 1181 NOT USED L — J r— 119, NOT USED L — J r-7 120, NOT USED L — J 21 , REPLACE TOILET PARTITIONS L — I n r- — -I 113, L _ J I I I I 1 1 6 1 1 1 1 1 1 13 L _J 113, L — J SCALE: 1 /8" = V-0" r — -I 151 L � J 13 L — J r — -I 18, L — J r — -1 1 7 I L _J rem O WOMAN olu O Oc r—-I 121, 121" L — J U L J S W r—� 13 LB E L11J I\ \ ne /mei >stud,,13'artition \\ \\ \\ �i,�cantoa rox x \` \ ht.O 113, \ \ L—J \\ \\ 11 1 \ 1' r--I L13 \ v a re SLAB 13 L — J \0 EXISTING EXHAUST HOOD NO CHANGES M.T. / F.H.C. 13 L — I r—� 131 4AYSmetal stu STUB WALL AT 4 FLOOR or to exisr 1 rA80 1131 col finish fra r 61 L— J L 3'x3'xl'dp concrete footing with 3 #5 bars each way at 4 locations. Verify exact locations with trellis manufacturer. 1 Refer to structural drawings i I a �. 41 �1-c�llfnlll fy wit mfgr for placement of -- • -- ructural drawings r — -I ►13, L — J r- 1r-� 6 1 113, L — J '.F.E. 0.0' metal stud r — r — -I —STUB WALL AT +54 6 , 113, ABOVE FLOOR anchor to e S L- — L — J col. finis rary ing 3 r—� n �131 r--I 113 L—J L]I F - O 113, NOTE: NEW FLOORING NOT SHOWN FOR CLARITY. REFER TO CMCA PLAN FOR FLOORING INFORMATION 1 113, L _ J L — J 121, L _ J PRELIMINARY FOOD & BEVERAGE EQUIPMENT & MILLWORK LAYOUT (REFER TO CMA PLAN FOR EQUIPMENT INFORMATION & MEP REQUIREMENTS) OSERVICE STATION TO INCLUDE (LEFT TO RIGHT) © SELF -SERVE STATION (LEFT TO RIGHTS © SELF -SERVE STATION (LEFT TO RIGHT) 36' COUNTER 36' COUNTER/34'RAIL 42' COUNTER TRAYS (2 STACKS) SILVERWARE - TOASTER BREAD DSIPLAY - CONDIMENTS NAPKINS CONDIMENTS CUPS & LIDS FROST TOP FOR FRUITS PLATES SELF -SERVE HOT FOOD COOKED TO ORDER STATION „(RIGHT TO LEFTS O BEVERAGE STATION (RIGHT TO LEFTS O COOKING STATION (RIGHT TO LEFT) 36' COUNTER/34' RAIL - 36' COUNTER/34' RAIL REACH -IN REFIGERATOR TRAYS (LOADED FROM BEHIND) 2-BOX MILK DISPENSER 72' ELECTRIC GRIDDLE DROP -IN COLD WELL FOR MISE-EN-PLACE 1-BOX MILK DISPENSER REFRIG. EQUIPMENT STAND(UNDER) INDUCTION OMLETTE COOKERS & PICK-UP SHELF(3) JUICE DISPENSER STAINLESS STEEL WORKTABLE PLATES COFFEE MAKER - HOT FOOD HOLDING CABINET (UNDER) SELF -SERVE HOT FOOD (3-WELLS) SODA/ICE DISPENSER - CONDIMENTS (BAG-IN-0OX BELOW CABINET) © PASTRY/CEREAL STATION (LEFT TO RIGHT) © COFFEE STATION (LEFT TO RIGHT) OI WINE/BEER BAR 36- COUNTER/34- RAIL 42' COUNTER 42' HIGH COUNTER .SYRUP DISPENSERS THERMAL MILK DISPENSERS SODA GUN HOLDER COUNTER TOP OATMEAL WARMER THERMAL COFFEE POTS (2) INSULATED ICE BIN BOWLS CUPS GLASS RACK STORAGE CEREAL DISPENSERS THERMAL COFFEE/HOT WATER DISPENSERS - HAND SINK CONDIMENTS 4-KEG BEER COOLER W/2 TAPS CHILLED MILK PITCHERS - PASTRY DISPLAYS (2) PLATES OAPPETIZER BAR 36• HICH COUNTER FOR FLEA.. SERVICE r—-T 11 r -1 ill31 L — J L _ J r— I I L — J r — -I L JI 13 L — I o 1131. L — J r--I i13 L — J 1131 FV1 IL131 13► L — J r—� 13i �131 i13i i13 L— J L— J 1r— L— J 13 - E.W.C. I I-;-i it CONCRETE { IN -FILL AT UPPER LEVEL L -I 1211 L)- _L L — J D O C O O 0j RIGID FOAM AND CONCRETE IN —FILL AT LOWER LEVEL ❑ LL ' 7. Z0,16 � 1 � El � I " � 1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 City of Tukwila UILJ21NG DIVISION N a m I I II I II 0 7W F.H.C. TEMPORARY PARTITION WALL ---i 0 a E.W.C. a M.T. E EVOLUTION ARCHITECTURE, LLC Copyright 2015 Al rlghte reserved, EvolWon ArchllecWre, LLC 6264 Ellis Avenue South Seattle, Washington 98108 Phone: 206.588.1282 Email: info@evolutionarchitecture.net www.EvolutionArchitecture.net TEMPORARY PARTITIONS ARE CONSTRUCTED WITH 3 5/8" METAL STUDS 16" OC WITH 1/2" COREX ON ONE SIDE - 10' TALL. ALL WALL RUNS ARE BRACED TO THE EXISTING CIP CONCRETE STRUCTURE SURROUNDING THE ATRIUM AT REGULAR INTERVALS NOT TO EXCEED 8' ON CENTER OR AS DIRECTED BY INSPECTOR TEMPORARY PARTITION WALL PATH OF EGRESS t(lxeiRED Nov 27. 2016 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 i s City of Tukwila BUILDING DIVISION NOTES: 1. REFER TO INTERIOR DESIGN DRAWINGS AND DETAILS FOR FINISH INFORMATION. 2. REPLACEMENT OF LANDSCAPING SOIL AND PLANTINGS TO BE PERFORMED BY OTHERS. °.gt r"'rr'11 s7 Date Description 11/03/2015 BID SET 00/00/0000 A 12/17/is ADDENDA #1 CITY COMMENT RESPONSES EMBASSY SUITES TUMILA INTERIOR RENOVATION 15920 WEST VALLEY HWY SEATTLE;,.---WA 991$8 C T `e 0 1 'I' L?;;; ,,A, i L A JAN 0A 2016 SHEETTM PERMIT C.EN'rER EGRESS PLAN DURING CONSTRUCTION SCALE: 1 /8" = 1'-0" DRAWN BY KD E DRAWING NUMBER DATE ISSUED 11/03/2015 PROJECT NUMBER 1501301 • CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2012 EDITION). 2. DESIGN LOADING CRITERIA: ASSEMBLY AREAS FLOOR LIVE LOAD (MOVABLE SEATS, PLATFORMS, LOBBIES, & OTHER). 100 PSF .[:1►L]�:i��;I�IlI�11l;INIZ GUARDRAILS/BALCONY RAILS . 50 PLF GUARDRAILS/BALCONY RAILS CONCENTRATED LOAD . . . . . . . . . . 200 LBS RETAIL FLOOR LIVE LOAD (DINING ROOMS AND RESTAURANTS). . . . . . . . 100 PSF FLOOR LIVE LOAD (STORES - RETAIL FIRST FLOOR) . . . . . . . . . 100 PSF DEFLECTION CRITERIA LIVE LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . L/360 TOTAL LOAD DEFLECTION . . . . . . . . . . . . . . L/240 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-02 "DESIGN. LOADS ON STRUCTURES DURING CONSTRUCTION". 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THDSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBOIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. QUALITY ASSURANCE 9. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. CONCRETE CONSTRUCTION PER TABLE 1705.3 SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705.E EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS GEOTECHNICAL 10. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE. . . . . . . . . . . . . . . . . . 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) . . . . . . .55 PCF/35 PCF ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1.5 INCLUDED). . . . . . . 300 PCF COEFFICIENT OF FRICTION (FS OF 1.5 INCLUDED) . . . . . . . . . . . . . . 0.3 TRAFFIC SURCHARGE PRESSURE (UNIFORM LOAD) . . . . . . . . . . . . . 75 PSF SEISMIC SURCHARGE PRESSURE (UNIFORM LOAD) . . . . . . . . . . . . . 7H PSF RENOVATION 11. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 12. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. 13. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CORNERS SHALL NOT BE OVERCUT. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DRILL AND EPDXY DOWELS MATCHING THE NEW REINFORCING INTO THE EXISTING CONCRETE WITH 6j EMBED, UNLESS OTHERWISE NOTED ON PLANS. 14. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. CONCRETE 15. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. 16. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318, TABLE 4.4. 1 MODERATE EXPOSURE, F1. 17. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Sl), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 18. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-11. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH "THE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE." PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 19. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER). . . . . 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) . 1-1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . 1-1/2" SLABS AND WALLS (INT. FACE). . . .GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 20. CONCRETE WALL REINFORCING --PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN 8" WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN 10" WALLS #4 @ 18 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS 12" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS 21. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 22. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 23. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 24. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 50 DEGREES, F. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. 25.CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2713 (CONCRETE), NO. ESR-1056. (CMU), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. NOV. 2 7. 2016 V F Y C) ! U i." :A' I L A JAN a 4 2016 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 City of Tukwila BUILDING DIVISION STRUCTURAL ENGINEERING 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com Copyright 2015 Swenson Say Fag6t - All Rights Reserved DESIGN: ZFK CHECKED: ZFK APPROVED: DJS REVISIONS: REMMM PROJECT TITLE: Embassy Suites Tukwila Interior Renovation 15920 West Valley HWY Seattle, WA 98188 offAmm ARCHITECT: Evolution Architecture, LLC 6264 Ellis Avenue South Seattle, WA 98108 PH 2O6.588.1282 ISSUE: Permit SHEET TITLE: General Structural Notes mmm SCALE: CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. 16"sq. PLINTH REINF. W/ (8)#4 x L VERT. & #3 x Q z @ 6"oc W/ (3)#3 x IN R' ¢ TOP 5" OF PLINTH w o0 J o FOOTING SIZE & REINF. PER PLAN Lnvnrnllvn nvl ALLOWED BELOW THIS LINE Pipe and Trench Locations 1 Retaining Wall Schedule I POST, PLINTH, & FTG. COLUMN PER PLAN 11 A.B. PER CANOPY SUPPLIER II H (ft. B1 is B2 tf Stem Reinfo g Footing Reinforcing vs Horiz. Top Longit. 3'-0" 5" 8" 5" 8" #4 ® 18"oc #4 @ 12"oc — (2)#4 41-0" 5" 8" 8" #4 ® 18"oc #4 ® 12"oc #4 ® 18"oc (2)#4 5" 1'-6" 10" #4 @ 18"oc #4 @ 12"oc #4 @ 18"oc (3)#4 6'-0" 8" 2'-3" 10" #4 @ 12"oc #4 @ 12"oc #4 @ 12"oc (4)#4 ' 9" 2'-6" 10" #5 ® 12"oc #4 ® 12"oc #5 ® 12"oc (5)#4 8'-o" 1'-0" 8" 2'-9 12 #5 ® 12"oc #4 @ 12"oc #5 ® 12"oc (5)#5 9'-0" 1'-3" 8" 3'-6" 15" @ 12"oc #4 ® 12"oc #5 ® 12"oc (6)#5 10'-0" 1'-901 8" 3'-9" 1811 #7 @ 12 oc 4 @ 12"oc #6 ®12"oc (7)#5 NOT USED CORNER BARS TO MATCH CROSS WALL HORIZ. REINF. ADDITIONAL VERT. BARS TYP BAR CR0 CORNER 5: 24 3S WALL CORNER BARS TO MATCH HORIZ. RE Double Curtain Single Curtain n^r"ER BARS TO H CROSS WALL �. REINF. looks) CORNER 24 N F WALL Typical Corner Bars at Concrete Walls and Footings 1 0 61-011 14 x 6'-O" F ® — �211oc ON NON -EARTH FACE OF WALL >ON -EARTH '" J4x 12"oc FACE Plan View at Walls 80IL FACE OF WALLS ADD VERT. BARS AS REQUIRED TO SUPPORT CORNER BARS ADD VERT. BARS AS REQUIRED TO SUPPORT CORNER BARS NOT USED L FACE Additional Reinforcement at Retaining Walls 3 DOWELS #3 x 1'-611 — ® 16"oc EPDXY 4" INTO (E) SLAB ON GRADE SAWCUT (E) SLAB SLAB -ON -GRADE PER PLAN (E) FOOTING BELOW IN SOME AREAS SEE PLAN FOR SLA THICKNESS AND REINFORCING (typ. TERMINATE EVERY OTHER BAR AT JOI PLASTIC VAPOR BAININ1LI\ AND COMPACTED GRANULAR FILL PER PLAN Control Joint Reinforcing Splice and Development Length Schedule. For fc = 3000 psi, Grade 60 Reinforcing OMinimum Straight Development Length (1d) Bar Size Top Bars Other Bars #3 22" 17" #4 29" 22" #5 36" 28" #6 4311 33" #7 6311 48" #8 72" 55" #9 81" 62" #10 91" 70" #11 101" 78" Minimum Lap Splice Lengths (es) Bar Size Top Bars Other Bars #3 28" 22" #4 37" 29" #5 47" 36" #6 5611 43" #7 81" 63" #8 93" 72" #9 105" 81" #10 118" 91" #11 131" 101" TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF THE BAR, OR THE CENTER TO CENTER SPACING IS NOT GREATER THAN 3 BAR DIAMETERS, THEN LENGTHS SHALL BE INCREASED BY 50% Minimum Embedment Lengths dh) For Standard End Hooks 12db Bar Size Length #3 6" #4 8" #5 10" #6 12" #7 1411 #8 1611 #9 18" #10 20" #11 22" 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 21/2" PROVIDE VAPOR BARRIER 2. END COVER FOR 90' HOOKS MUST BE EQUAL TO OR GREATER THAN 2" AND FILL PER SOILS ENGINEER oozes 7 Reinforcing Splice Length & Development Length (3000 si ''-" "''?" PRE -MOLDED STIC JOINT STRIP. y be saw cut at is o tion) P SEE PLAN FOR SLAI THICKNESS AND REINFORCING (typ.) FOR SLABS GREATER THAN 4" IN THICKNESS, PLACE REINFORCING WITHIN TOP 2" OF SLAB PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 250 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO li ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. SECOND POUR �I, FIRST POUR Construction Joint Nov 2�7 2016 ->> nnnl nnr . SMOOTH DOWEL ICTION JOINT TO ;LAB REINFORCEMENT CST`y 0; T J VAPOR BARRIER JAN 8 1 t-nJ 1 1 V AND COMPACTED GRANULAR PERMIT C FILL PER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 City of Tukwila BUILDING DIVISION Typical Slab Joints 1 2 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com Copyright 2015 Swenson Say Fagot - All Rights Reserved DRAWN: - DESIGN: ZFK CHECKED: ZFK APPROVED: D]S REVISIONS: PROJECT TITLE: Embassy Suites Tukwila Interior Renovation 15920 West Valley HWY Seattle, WA 98188 ARCHITECT: Evolution Architecture, LLC 6264 Ellis Avenue South Seattle, WA 98108 PH 2O6.588.1282 ISSUE: Permit -SHEET TITLE: r',` !IL.A 2016 Details LATER SCALE: 3/4" _ 1'-o" U.N.O. DATE: PROJECT NO: SHEET NO: S3el NO: OF SHEETS: LT-i 0 PRE —FUNCTION CORRIDOR A TM11 1 k d I/ram\/ r11 A A I IRED "Wi ? Nov RZ 2016 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 :ulv�f.7 100% CD INTERIOR PACKAGE: 12-11-15 90% CD INTERIOR PACKAGE: 12-04-15 60% CD INTERIOR PACKAGE: 11-25-15 FFE: SPEC PACKAGE: 09-25-15 FURNITURE: PLAN 08-24-15 CONCEPT DESIGN 08-01-15 ]EMBA88Y mmommumm� OURTE8 SIKO W Valley Hwy, Seattle, WA 98188 ATRIUM KEY PLAN COLE MARTINEZ CURTIS_ City ofTUklwila AND ASSOCIATES ♦ INTERIOR DESIGN BUILDING DIVISION ..... .._.:,.:.__.. ....,..fir. . S h~ •'i 0i` 11..1 i`' •f 4' i LA 4040 DEL REY AVENUE, 7B MARINA DEL REY, [A 90292 TEL: 310.827.7200 FAX: 310.822,5803 WWW.CMCADESIGN.COM JAN 0.4 PERMIT CE TER vroject uirector Date JC 06-01-15 Project Designer Scale AG Drawn by DWG. NO. ID= FILE NAME Project No. 9424 ELECTRONICALLY OPERATED ROLLER SHADES. MECHO SHADE: SHADELOC SYSTEM MOTORIZED INTERIOR ROLLER SHADES AT SPECIFIED OPENINGS, TYP. SHADES TO UTILIZE SHADELOC ZIPPER SYSTEM SIDE CHANNELS AND/OR BLACKOUT CHANNELS. Pt-102 1a'-11• >< 14 5T-103 I v I ID-15 14 � is - "OPEN D_15 I D-15 b I — 0 _ I �— �• =1*T m I NQ 5T-104 STEP AT BAR STOOLS ELEVATION -BAR (LOUNGE SIDE. SCALE: I /4" _ I. O•' . SHADELO( ROLL DOY DOOR, BC 15 ELEVATION -BAR SCALE: 1 /4" = 1 '-0" ELECTRONICALLY OPERATED ROLLER SHADES. MECHO SHADE: SHADELOC SYSTEM MOTORIZED INTERIOR ROLLER SHADES AT SPECIFIED OPENINGS, TYP. SHADES TO UTILIZE SHADELOC ZIPPER SYSTEM SIDE CHANNELS AND/OR BLACKOUT CHANNELS. PT -100 PT-100A Pt-100 PT-100 i 19 ID-17 ELEVATION - 18 , SCALE: 1 /4 „= 1 -011 COOKED TO ORDER 21 ELEVATION -COOKED TO ORDER SCALE: 1 /4" = 1'-0" lUC-04 Ct-105 Ct-100E3 BASE — OPEN ---- oF�� I OPEN 7,1 �a'-11•� ANGLED ELECTRONICALLY OPERATED ROLLER SHADES. MECHO SHADE: SHADELOC SYSTEM MOTORIZED INTERIOR ROLLER SHADES AT SPECIFIED OPENINGS, TYP. SHADES TO UTILIZE SHADELOC ZIPPER SYSTEM SIDE CHANNELS AND/OR BLACKOUT CHANNELS. -------- --------------------- OPEN fFtR 3' 16 ELEVATION -BAR SCALE: 1/4 11 = 1'-0" RUC-04 PROVIDE RECESSED RECEPTACLE . AND WIRE PORT FOR TV AND VIDEO/AUDIO,CONNECTIONS. ST-103 CT-105 CT-100B BASE (-10-� ELEVATION -COOKED TO ORDER �,� SCALE: 1/4 11 = 1'-011 ELECTRONICALLY OPERATED ROLLER SHADES. MECHO SHADE: SHADELOC SYSTEM MOTORIZED INTERIOR ROLLER SHADES AT SPECIFIED OPENINGS, TYP. SHADES TO UTILIZE SHADELOC ZIPPER SYSTEM SIDE CHANNELS AND/OR BLACKOUT CHANNELS. m� UJC-04 - I- LANGLED PT-102 5T-103 CT-105A 5T -104 ELEVATION -BAR SCALE: I /4" = I'-0" mfiigit r _2°-1 r r� 1 ST-103 20 ELEVATION -BUFFET SCALE: 1/4" = 1'-0" CT-105 N CT -1005 AIR OUT BASE, TYP. LOUVERED VENT AS REQUIRED IN TOE KICK PAINTED TO MATCH CT-10013 140Y 27 2016 REVIEWED FOR � CODE COMPLIANCE APPROVED JAN 13 2016 City of Tukwila BUILDING DIVISION JAN 0 A 2016 PERMIT CENTER NOTE: KITCHEN CONSULTANT TO CONFIRM WHICH CABINETS REQUIRE LOUVERED DOORS FOR VENTILATION. REVISION 1 12-16-15 100% CD INTERIOR PACKAGE 12-II-15 S05o CD INTERIOR PACKAGE 12-04-15 60% CD INTERIOR PACKAGE II-25-15 E M I B A 2 18--ff smmm�� IV BUETE8 15920 W Valley Hwy, 5sattle, WA 98188 ELEVATIONS COLE MARTINEZURTIS AND ASSOCIATES ®INTERIOR DESIGN 4040 DEL REY AVENUE, 78 MARINA DEL REY, CA 90292 TEL: 310.827.7200 FAX: 310.822.5803 WWW.CMCADES16N.COM Project Director Date JC 08-01-15 Project Designer Scale AG Drawn by DWG. NO. FILE NAME 0=9 1 Project No. 'B424 IG TILE BASE fCH AND REPAIR 'ALL TO LIKE NEW RECEIVE PAINT ,ASE. i I I I I I ODETAIL -COLUMN TYPICAL SCALE: 1-1/2" = 1'-0" UNDER COUNTER REFRIGERA TRUE MANUFACTURING STAINLESS GLASS LEFT HIN( PRODUCT: TUR-24-L-S, SIZE: 23-7/8 X 23-7/8 X 34 O.F SCALE: 1 "=1'-0" DETAIL -BOARDROOM COUNTER �,� SCALE: AS NOTED ci- C Lid 3/4" r ,.4 SECTION_ WOOD BASE �" SCALE: HALF SCALE ELEVATION SCALE: 1 "=1'-0" 3/4" OSECTION -CHAIR RAIL SCALE: HALF SCALE ;i'i:i G TONE TOPE WITH 6 EASED EDGE ' / I 1 r � . r i Luc-01 Luc-01 2'-4" o o 0 0 0 0 0 0 0 0 0 a o 0 0 - 2'-28" — 2' —18» SECTION A SCALE: 1If= '-0" ST-102 BLACK MELAMINE INTERIOR WITH ADJUSTABLE SHELVING. _ COMMERCIAL GRADE SOFT CLOSE DOORS WITH CONCEALED HINGES. WD-100 -REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 City of Tukwila BUILDING DIVISION JAN 0 4 2016 PERMIT CENTER o o 0 0 0 0 0 0 0 0 0 a o 0 0 - 2'-28" — 2' —18» SECTION A SCALE: 1If= '-0" ST-102 BLACK MELAMINE INTERIOR WITH ADJUSTABLE SHELVING. _ COMMERCIAL GRADE SOFT CLOSE DOORS WITH CONCEALED HINGES. WD-100 -REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 City of Tukwila BUILDING DIVISION JAN 0 4 2016 PERMIT CENTER REVISION 1 12-16-15 100% CD INTERIOR PACKAGE 12-11-15 S05a CD INTERIOR PACKAGE 12-04-15 60% CD INTERIOR PACKAGE 11-25-15 I'-M Bl l'I I , 1F51320 W Valle� • •r LOBBYDETAIL :•''Di••14 SOLE MARTINEZ CURTIS AND ASSOCIATES ♦ INTERIOR DESIGN 4040 DEL REY AVENUE, 7B MARINA DEL REY, CA 90292 TEL: 310.827.7200 FAX: 310,822.5803 WWW.CMCADESIGN.COM rroject uirector JC Date 08-01-15 Project Designer AG Scale Drawn by DWG. NO. I®1 3 FILE NAME Project No. 9424 PLAN -PERGOLA AT ELEVATOR SCALE: 1 /4" = 1-011 new metal stud framed partition -return to existing cip concrete wall at ends as indicated RECESSED LED LIGHTING, LT-102. LOCATION TBD. METAL FINISH TBD. ELEVATION -PERGOLA AT ELEVATOR SCALE: 1/4 If = 1'-0" 3 5/8" metal stud: at 16" oc - typica at new partitions 1 layer 5/8" type a gwb each side anc wrap over top track. brace new ptn back tc new steel pergola anc back to elevator shaft concrete walls at enc 1.5" x 1.5" steep tube cap pieces typical at all pergola elements. METAL FINISH TBD. STEEL SHADE PERGOLAS CONTACT: Alicia Osei Designs PH: 918-283-5296 EMAIL: aliciaoseidesigns@yahoo.com OSECTION -PERGOLA AT ELEVATOR SCALE: 1/4" = 1'-0" DETAIL - COVERED SEATING AT ELEVATOR \ 9 SCALE: AS NOTED PT-114 ELEVATOR SIDE PLAN - ELEVATOR WALL SURROUND SCALE: 3/8" = 1'-0" >v 13'_2Q' 0 p — p M 32'-2" L ELEVATION - ELEVATOR WALL SURROUND & TV SCALE: 1/2 11 = 1'-0" I .1 WOOD CAP 2" WOOD TRIM TO FRAME TV TV TO FIT OPENING. ;ABLE OUTLET TO BE IND TV. 2" WOOD TRIM TO FRAME TV SECTION - TV DETAIL SCALE: 1 " = 1'-0" h► .ad'.'µ_-7.Ki..::x:,. f'%� �:: ' ... ,�.. , ..j�.. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 City of Tukwila BUILDING DIVISION C., t 'I10i,f J�'i+ A JAN 0.4 2016 PERMIT CENTER NOTEDDETAIL - ELEVATOR WALL SURROUND & RECESSED TV 1 SCALE: AS 0 If 100% CD INTERIOR PACKAGE 12-11-15 90% CD INTERIOR PACKAGE 12-04-15 60% CD INTERIOR PACKAGE 11-25-15 FFE SPEC PACKAGE 09-25-15 FURNITURE PLAN 08-24-15 CONCEPT DESIGN 06-01-15 IEMBA88"y OU11 ll EO 1592 D W Valley Hwy, Seattle, WA 98158 DETAILS COLE MARTINEZ CURTIS AND ASSOCIATES ® INTERIOR DESIGN 4040 DEL REY AVENUE, 7B MARINA DEL REY, CA 90292 TEL: 310.827.7200 FAX: 310.822.5803 WWW.CMCADESIGN.COM rro)ecc uveccor Date JC 08-01-15 Project Designer Scale AG Drawn by DWG. No. FILE NAME ID 1 Project No. S424 FH 5" DETAIL -PRE-FUNCTION NEW WALL SCALE: 1-1/2 11=110•• SCALE: 1 /4"=1'-0" 4/15 DETAIL - ADA SCALE: AS NOTED BAR COUNTER FH 5" 12 DETAIL- PRE -FUNCTION DIVIDER SCALE: 1-1/2•'=1'0•' - ELEVATION SCALE: 1/4 11=1'-0" CUSTOM ROOM DIVIDER 3-PANEL KIT DOUBLE SIDED. THICKNESS:.063" PERFORATED ALUMINUM. WITH A %4' PERIMETER EDGE FRAME TRIM. PANEL SIZE: 2'-6"" W X 5'-6" H FINISH: POLYCOAT MATTE COLOR/PATTERN: TBD GRAIN: TBD MOZ ROOM DIVIDER WITH CABLES CONTACT: KATHIE WOOD PH: 213-434-1490 EM: KWOOD@DECORCOMDONENTS.COM 1'-8" -+ , N Ld J i N (I 14 SECTION_ SCALE: 1 "=1'-0" 1'-5- 1'-5" TRAYS TRAYS ELEVATION SCALE: 1/4 11=11-011 KITCHEN CONSULTANT TO CONFIRM REQUIREMENTS FOR CABINET INTERIOR AND CUTOUTS IN COUNTER TOP PRIOR TO FABRICATION 5T-103 ) 2" BUILT UP, EASED EDGE, TYP. - - BLACK MELAMINE INTERIOR WITH ADJUSTABLE SHELVING. COMMERCIAL GRADE SOFT CLOSE 0 0 1 DOORS WITH CONCEALED HINGES. 0 0 0 R 0 0 WE) -100 iV RECESSED, FLAT PANEL WOOD DOORS �N 2'-6- SECTION_ A SCALE: 1 "=1'-0" OSECTION_ SCALE: 1 "=1'-0" 2" BUILT UP, EASED EDGE, TYP. f PANEL � 13 PASTRY STATION CABINET SCALE: AS NOTED ST-103 CONVENIENCE OUTLETS AND USBATO BE INSTALLED IN 6" BACKSPLASH, LOCATE PER ELECTRICAL PLAN. MILLWORKER TO CONFIRM DEPTH NEEDED FOR WIRES AND RECEPTACLES, PRIOR TO PRODUCTION. 5T-103 ) 2" BUILT UP, EASED EDGE, TYP. CONCEALED METAL "L" BRACKETS TO SUPPORT COUNTERTOP. QTY & LOCATION AS REQUIRED FOR LENGTH & WEIGHT OF COUNTER PT-102 ST-104 I I I I I I I 15 SECTION - SCALE: 1 "=1'-0" ST-103 CONVENIENCE OUTLETS AND USBATO BE - INSTALLED IN 6' BACKSPLASH, "# 94 `W ':P LOCATE PER ELECTRICAL PLAN. .4 1 MILLWORKER TO CONFIRM DEPTH NEEDED FOR WIRES AND RECEPTACLES, PRIOR TO PRODUCTION. 1ST-103 2" BUILT UP, EASED EDGE, TYP. xt CONCEALED METAL "L' BRACKETS TO SUPPORT COUNTERTOP. QTY & LOCATION AS REQUIRED FOR LENGTH & WEIGHT OF COUNTER PT-102 ST-104 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 CitY of Tukwila BUILDING DIVISION JAN 0 4 2016 PERMIT CENTER "It "T E U REVISION 1 12-16-15 100% CD INTERIOR PACKAGE 12-II-15 SO% CD INTERIOR PACKAGE 12-04-15 60% CD INTERIOR PACKAGE 11-25-15 2M]BABS'y OUIT'',8 61KO W Valls�- ..• I COLE MARTINEZ CURTIS AND ASSOCIATES v INTERIOR DESIGN 4040 DEL REY AVENUE, 7B MARINA DEL REY, CA 90292 TEL: 310.827.7200 FAX: 310.822.5803 WWW.CMCADESIGN.COM Project Director JC Date 06-01-15 Project Designer AG Scale Drawn by DWG. NO. 0=15 FILE NAME Project No. 'B424 PI AN SCALE: 3/4"=1'-0" 24'-1" ELEVATION SCALE: 3/4"=1'-0" 24 DETAIL - 4 POST ARBOR AT ATRIUM LOUNGE SCALE: AS NOTED r 4 POST ARBOR WITH RECESSED LED LIGHTING, LT-02 TBD, AND ELECTRICAL FOR PENDANT LIGHTS METAL FINISH TBD. STEEL SHADE PERGOLAS CONTACT: Alicia Osei Designs PH: 918-283-5296 EMAIL: aliciaoseidesigns@yahoo.com Ell-wz 140V 2.7 2016 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2016 City Of Tukwila BUILDING DIVISION r.6;Cf {I I iM ill k 100% CD INTERIOR PACKAGE 12-11-15 SO% CD INTERIOR PACKAGE 12-04-15 60% CD INTERIOR PACKAGE 11-25-15 FFE SPEC PACKAGE 05-25-15 FURNITURE PLAN 08-24-15 CONCEPT DESIGN 08-01-15 DETAILS SOLE MARTINEZ CURTIS AND ASSOCIATES o INTERIOR DESIGN _.C;'../ I) 4040 DEL REY AVENUE, 7B MARINA DEL REY, CA 90292 TEL: 310.827.7200 FAX: 310.822.5803 CEi i' ,01— 'f U,1-'.-A;1 A WWW.CMCADES16N.00M JAN 0 4 2016 PERMIT CENTER Project Director Dote JC 08-01-15 Project Designer Scale AG ®` Drawn by DWG. NO. FILE NAME 0=18 Project No. 5424