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Home My WebLink AboutPermit D15-0055 - DOUBLETREE HOTEL - TRASH ENCLOSUREDOUBLETREE HOTEL - TRASH ENCLOSURE 16500 SOUTHCENTER PKWY D15-0055 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: httu://www.TukwilaWA.Rov DEVELOPMENT PERMIT Parcel No: 6437300020 Permit Number: D15-0055 Address: 16500 SOUTHCENTER PKWY Issue Date: 4/3/2015 Permit Expires On: 9/30/2015 Project Name: DOUBLETREE HOTEL -TRASH ENCLO Owner: Name: CHA SOUTHCENTER LLC Address: 16500 SOUTHCENTER PKWY, SEATTLE, WA, 98188 Contact Person: Name: DOUG POLLARD Address: PO BOX 886, AUBURN, WA, 98047 Contractor: Name: T-JACK CONSTRUCTION LLC Address: ' PO BOX 886, AUBURN, WA, 98071 License No: TJACKCL897CG Lender: Name: HILTON HOTEL Address: 16500 SOUTHCENTER PKWY, TUKWILA, WA, 98188 DESCRIPTION OF WORK: Phone: (253) 569-6145 Phone: (253) 569-6145 Expiration Date: 2/7/2017 CONSTRUCT A GARBAGE CONTAINER ENCLOSURE Project Valuation: $26,000.00 Fees Collected: $1,051.20 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: U 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: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: 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 permit and a ree to they conditions attached to this permit. Signature: �9 ii( Date: '�O" r S v Print Name: 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: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: 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" 0201 FOOTING 0200 FOUNDATION WALL CITY OF TUK4.LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ho://www.TukwilaWA.gov Building Permit NoQ k) Project No. Date Application Accepted ---3 1-/— /.5 Date Application Expires: use 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" SITE LOCATION ( L,S 00 '5'0 U+ h r n-" � w P 14�- Y--"i cILL4 t� n King Co Assessor's Tax No.: Site Address: S v S o 04 4a r` O- �AC. VC- Suite Number: Floor: Tenant Name: �� t� �a it wx IVD+e i New Tenant: ❑ ..... Yes ❑ .. No PROPERTY OWNER Name: 0 b v �z �L ~V 4 Address: `(015 O v G�w l City: State:,,,, \Zip: g CONTACT PERSON — person receiving all project communication Name - Address. �g 6 City: G a 6 V ^ State: W Zip: TVvc,(7 Phone: a � q 1L,5 Fax: Email..-r P L,<- l 1 L 6 14-0 -- mc. , C C O vw GENERAL CONTRACTOR INFORMATION Company Name: Address: City: V bur ^ State: W q Zip:q 19o14-7 Phone: 5 4 1 Fax: Contr Reg No. r� K q ,7 L &p Date: b `� Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name: 0V Address: City: State: W Phone: 6 3 $ b 'Fax: Email: ENGINEER OF RECORD Company Name: V\!�V I vim: h Engineer Name: Address: _ City-TY cw, �r A- l State: Zip:Qgtbg Phone: p 1 q q Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater,per RCW 19.27.095) Name: s Address: city :-Vv u w : �� State: �� Zip i g H:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 1 of 4 BUILDING PERMIT INFORMATI( 206-431-3670 Valuation of Project (contractor's bid price): $ oZ" go V Existing Building Valuation: $ /VA Describe the scope of work (please provide detailed information): �tzv�s�lruc,'y A Gav%C.ge- fA ;.nev eye, <o��v-e Will there be new rack storage? ❑ .... Yes 4 ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 2"d Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....... Yes ❑ .......No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ .......Automatic Fire Alarm ❑....... None El ....... 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:VApplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.do" Revised: February 2012 Page 2 of 4 . • I PUBLIC WORKS PERMIT INF AVIATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District E .. Tukwila ❑ ... Water District # 125 El ... Highline ❑... Renton ❑ .. Water Availability Provided Sewer District . Tukwila ❑ ...Valley View El ... Renton ❑... Seattle ❑ .. Sewer Use Certificate ❑ ...Sewer Availability Provided Septic System: ❑ On -site Septic System —For on -site septic system, provide 2 copies of a current septic design approved by King "County Health Department. Submitted with Application (mark boxes which an Civil Plans (Maximum Paper Size — 22" x 34" .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ .. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that aimly): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑... Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑... Right-of-way Use — Potential Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water El ... Work in Flood Zone El ... Storm Drainage [I ... Abandon Septic Tank ❑... Curb Cut El ... Pavement Cut ❑... Looped Fire Line ❑ .. Permanent Water Meter Size (1) " ❑ .. Temporary Water Meter Size (1) " ❑ .. Water Only Meter Size........... " ❑ .. Sewer Main Extension............ Public ❑ ❑ .. Water Main Extension............ Public ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter RefundBilline: Mailing Address: ❑ ... Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation El ... Utility Undergrounding WO # (2) WO # (3) WO # WO # (2) WO # (3) WO # WO # El.. Deduct Water Meter Size " Private ❑ Private ❑ Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Day Telephone: City Day Telephone: State Zip H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 City State Zip Page 3 of 4 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 THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O R AUT IZED AG NT: Signature: NER Date: V Print Name: J� D U <9 Day Telephone: a263 S(? k 1lS Mailing Address: Gov rb ( AV INyrrn Lt /a fd n City State Zip H:Wpplications\Forms-Applications On Line12012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $650.99 D15-0055 Address: 16500 SOUTHCENTER PKWY Apn: 6437300020 $650.99 DEVELOPMENT $620.20 PERMIT FEE R000.322.100.00.00 0.00 $615.70 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $30.79 TECHNOLOGY FEE TOTAL'496 R000.322.900.04.00 0.00 $30.79 1 .. Date Paid: Friday, April 03, 2015 Paid By: DOUGLAS POLLARD Pay Method: CREDIT CARD H79880 Printed: Friday, April 03, 2015 9:47 AM 1 of 1 CI?WSY57EM5 Date Paid: Wednesday, March 04, 2015 Paid By: DOUG POLLARD Pay Method: CREDIT CARD H43897 Printed: Wednesday, March 04, 2015 8:38 AM 1 of 1 R?WSY57EMS INSPECTION RECORD L 3 Retain a copy with permit 0 12� fflk&'ENO. 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: e I n tion-', Typ I Inspec A, ress 4 D ate Caliv: Special Instructions'. 4 Date Wanted - a.m. W t n Re&yester,' (V Phone No;/ w-z - REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (205) 438-9350 Prvct 11 52.Gftu Type of Ins n "roe Address'. /CTC)o aucylacf--fvkL�� Date Called: �pecial instructions: Date Wanted: a.m. Y--Y--p.m Requesker.- 69 "I-je<x Phone No: inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 2A INSPECTION RECORD D1 5-- 0C)Y-T1 Retain a copy with permit INSPIT�-'rION -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 Pr05'ect. Type Ad Tess; To C) Date Called: Special Instructions: 4m Date wanted, a.m. q-13- U' P.M. RequesteF Phone No: Inspector:sate:q REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter gtvd.. Suite 100. Call to schedule reinspection. V CORRECTION LTR# Dls- ooss RECEIVED CITY OF TUKWILA MAR 3 0 2015 PERMIT CENTER N EEED WITH A SDI B. SAFETY POSTS SHALL HAVE A HEI*ff OF I FEET OR BE WJAL 10 REEr. THE HBGHT OF THE BACK SCREEN WALL OF THE ENCLOSURE. SAFETY POSTS SHALL BE PLACiDl A 1YNIIUM DF 4''FROM ME WALL. OM ANY r POINr. 9, LEE CLASS 'A' CONCRETE AS PER SECi1DN 725 ONCEPT AS NOim IN SAFETY POST DETAIL ON THIS SHEET. SHALL HAVE. Pumm ViEW. 10. sTEEL oORCBE}IT SHALL B'E ORADE 4o. 3IN ENCLOSURE 11. T7IPANSIOHI Jow mLER sHALL E yr wmNOUS TYPE PREF mmw N MOUNTM D(PANEON J(W .FiLJER ASTM D-1 1. 12. EXTERIOR FINISH OF I FWr MASONRY SCtiEF]l WALLS SHIALL E COQRCMI4TED AR09TWMRA LY WIN PRIMARY BUILDING FiNiS♦iES. E HIS ALLED WITHIN EACH 13. SOL BELOW THE (MALL FOOTER AND OONCRETE PAD SHALL BE COMPACTED, TO A DEPTH OF 6 INCHES AND 70 A MINIMUM OW DETISTTY OF 901E PI ACCORDANCE WiTH ASTM D-29= AND D-W17, AND AFTER ADJUSTMENT FOR ROCK CORRECTION. WEN AND SING INTI) THE 14. STANDARDS FOR SOUR WASTE VEHICLE ACCESS ARE ADDRESSED IN M-Ifi2.T. iEE1., iL 9Ti MMIDS FOR, SINOLE DOUBLE, AND.TRIPLE-WIDE MN 04MOMM LE ONLY -PER ARE ADDRNM IN M-62.2 AND M-87.3. REVA;:WED�FOR CODE COMPLIANCE APPROVED RECEIVED CITY OF TUKWiLA APR 01 2015 14AR. 0 � 2015 City of Tukwila PERMIT CENTER BUILDING DIVISION FILL WITH GROUT AND CROWN TOP +T LOWLOPES On REFLWMIE ENGINEER'S TAPE rACLE. �- �; (3M HIGH DENSITY YELIAW •. PRESSURE .SENSITIVE TAPE OR • •i APPROVED EOUIVX ENT ) Lis OR frE ? POST0e;9ED LII. 40. ADE : - i. GALVANIZED »? E)QST. GRADE •• ! tw• CONCRETE (CLASS B) �i. LTA _ M ./ 4" MiIN. 4' OR 6" POST, DiA. ]--o-4- MIN. ,SAFETY POST_ N.T.S. w REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 1 2015 )NI City of Tukwila 1hp NC DIVISION Bruce S. MacVeigh, P.E. it Engineer/Small Site Geotechnical 14245 59" Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 EEC 1V -01; MAR 04 2015 TUKVu►U'` PUBLIC WORKS February 27, 2015 Attn: Building Official/Plan Reviewer Subject: Engineering Evaluation, New CMU Solid Waste Container Enclo"fs �yee Suites, 16500 Southcenter Parkway, Tukwila, WA 98188 �� T Dear Sir: Attached is a basic evaluation of the proposed minor CMU structure. Due to the relatively heavy mass of the core -filled CMU walls, seismic is the governing load for evaluation. The open structure is bok-like with outside dimensions of 20' 7" by 11'. The front is open, with a return of 24" on each side. The height above concrete footing is about 6' 8", with a 10" thick by 24" wide centered concrete footings. Two areas will be evaluated. The .first is the "bowing" of the top part of the long rear wall. The bottom portion is considered constrained by the footing. The design for this part will consist of the specification of the horizontal steel in the rear wall, again understanding that all cores are filled and that the wall may be considered solid. Note that per conventional design, the distance in from a "return" such as the rear corners may be considered safe from overturning for a distance out from the corners equal to the wall height. The second area evaluated is the side -to -side strength of the 24" wide front wall returns. This is evaluated based on the strength of the short wall sections to support the front portions of the side walls, with the critical design element being the wall to footing connection at the opening end of the minor walls. For simplicity in all cases, the seismic design force is taken as 20 percent of the influenced dead weight, and all loading is used with a safety factor of 1.5 per code. Also note that conservative simplifications are made of the evaluated portions of the structure since we are in reality dealing with compound flexing of partially fixed diaphragms, which is way beyond the scope needed for this structure (and special computer programs, etc.). Questions relating to this evaluation may be directed to this office. Thank you for your assistance. RECEIVED Sincere) yours, �,. Mach CITY OF TUKWILA Bruce S. MacVeig , P.E. h c� MAR 0.4 2015 Civil Engineer nx L PERMIT CENTER bruce_+engr@comcast.net 992_64yz mortshadcmuwall/1511 EXPIRES: 4/2 f l ! 2 > �2Q pis"- �/()0 IG C 72 Ae z,.PX ,. EXPIRES: 2 t S/� /��. I-Allez r TABLE J-8 Moment Capacity of Walls with Minimum Steel 241 d = (t-4) inches; b =12 inches; A s = 0.0(13 bt sq. in. MOMENT CAPACITY FT. KIPS f s = 24,000 psi t" d" n=44 n=40 n=33 n=22 n=20 n=16.7 n=15 n=12 • n=11 n=10 AS Rein. Steel f m=225 f m=250 f m=300 f m=450 f m=500 f m=600 f m=667 f m=833 f m=900 f m=900 Sp' In. Max. Spcg. - per ft. 8.0 4.0 .59 .64 .72 .90 .91 .91. .92 .93 .93 .93 .125 #4@18"; #5@30" 8.5 4.5 .74 .79 .89 1.08 1.09 1.09 1.TO 1.11 1.11 1.11 .133 #4@18";#5@28" 9.0 5.0 .90 .96 1.08 1.28 1.28 1.29 1.30 1.31 1.31 1.31 .140 14@17": #5@27" 9.5 5.5 1.07 1.15 1.29 1.48 1.49 1.50 1.51 1.52 1.52 1.53 .148 #4@16"; #5@25" 10.0 6.0 1.26 1.35 1.52 1.71 1.71 1.73 1.73 1.75 1.75 1.75 .156 #4@15"; #5@24" 10.5 6.5 1.46 1.57 1.76 1.94 1.95 1.96 1.97 1.99 1.99 2.00 .164 #4@15"; #5@24" 11.0 7.0 1.68 1.80 2.02 2.20 2.20 2.22 2.23 2.24 2.25 2.26 .172 #5@22"; #6@31" 11.5 7.5 1.91 2.05 2.30 2.46 2.47 2.49 2.50 2.52 2.52 2.53 .179 #5@20"; #6@30" 12.0 8.0 2.16 2.32 2.59 2.74 2.75 2.77 2.78 2.80 2.81 2.82. .187 #5@20"; #6@28" 12.5 8.5 2.42 2.60 2.91 3.04 3.05 3.07 3.08 3.10 3.11 3.12 .195 #5@19"; #6@27" 13.0 9.0 2.69 2.89 3.24 3.35 3.36 3.38 3.39 3.42 3.43 3.44 .203 #5@18"; #6@26" 13.5 9.5 2.98 3.20 3.58 3.67 3.68 3.71 3.72 3.75 3.76 3.77 .211 #5@18"; #6@25" 14.0 10.0 3.29 3.53 3.94 4.01 4.02 4.05 4.07 4.09 4.10 4.12 .218 #5@17"; #6@24" MOMENT CAPACITY FT: KIPS f s - 32,000 is �' -o - co 000 fps Allowable stresses increased 1/3 for wind or seismic p AS s 7 32-, d )0 r� t" od- n=44 n=40 n=33 n=22 n=20 n=16.7 n=15 n=12 n=11 n=10 As Rein. Steel f =300 f =333 f =400 f =600 f -667 f =800 f =890. f =1110 f =120 f =1Sp' In .200 Max. S c mmmmm- mmm m m �. P g per ft. 8 4.0 .80 .83 .96 1.20 1.21 1.22 1.22 1.23 1.24 1.24 .125 91�4@1 '; #5@30" .5 0 1.03 1.19 1.44 1.45 1.46 1.47 1.48 1.48 1.49 .133 18 #5@28" 9.0 5.0 1.20 1.25 1.44 1.70 1.71 1.72 1.73 1.74 1.75 1.75 .140 #4@17"; #5@27 9.5 5:5 1.40 1.49 1.72 1.98 1.99 2.00 2.01 2.02 2.03 2.04 .148 #4@16"; #5@25" 10.0 6.0 1.70 1.76 2.02 2.28 2.28 2.30 2.31 2.33 2.33 2.34 .156 #4@15"; #5@24" 10.5 6.5 1.90 2.04 2.34 2.59 2.60 2.62 2.63 2.65 2.66 2.66 .164 44@15", #5@24" 11.0 7.0 2.20 2.34 2.69 2.93 2.94 2.96 2.97 2.99 3.00 3.01 .172 #5@22"; #6@34" 11.5 7.5 2:50 2.67 3.06 3.28 . t 29 3.32 3.33 3.35 3.36 3.37 .179 #5@20"; #6@30" 12.0 8.0 2.90 3.01 3.46 3.66 3 67 3.69 3.71 3.74 3.74 3.76 .187 #5@20"; #6@28" 12.5 8.5 3.20 3.37 3.87 4.05 4.07 4.09 4.11 4.14 4.15 41.6 .195 #5@19": #6@27" 13.0 9.0 3.60 3.76 4.32 4.46 4.48 4.51 4.53 4.56 4.57 4.58 .203 #5@18"; #6@26" 13.5 9.5 4.00 4.16 4.78 4.90 4.91 4.94 4.96 5.00 5.01 5.02 .211 #5@18"; #6@25" 14.0 10.0 : 4.40 4.59 5.26 5.35 5.37 5.40 5.42 5.46 5.47 5.49 .218 #5@17"; #6@24" ¢,31 Z4y TM RM Z�u A67r ,3'f(Z4-�) x 7'x 8 X/SZD ��4 4t7 (or- = /, s- , �rq <-�tr;wc CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: March 25, 2015 PROJECT: Doubletree Hotel — Trash Enclosure 16500 Southcenter Parkway TL no. 643730-0020 lst Review Comments PERMIT NO: D 15-0055 Oh, PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. david.mcpherson@tukwilawa.gov 1. Provide a completed Public Works permit fee estimate sheet — PW Bulletin A2 - enclosed. (For Public Works activities only including — new grease interceptor (or) connection to existing grease interceptor. 2. Provide a sanitary sewer drain for the new trash enclosure area. This area shall be routed to a new (or) an existing grease interceptor. Show and label on a plan sheet. City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 26, 2015 DOUG POLLARD PO BOX 886 AUBURN, WA 98047 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0055 DOUBLETREE HOTEL - TRASH ENCLO - 16500 SOUTHCENTER PKWY Dear DOUG POLLARD, 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: PLANNING DEPARTMENT: Minnie Dhaliwal at 206-431-3685 if you have questions regarding these comments. The proposed enclosure does not meet minimum 5 foot setback from the property line. Please verify the location of the property line and show a minimum setback of 5 feet from the property line. PUBLIC WORKS DEPARTMENT: Dave McPherson at 206-431-2448 or david.mcpherson@tukwilawa.gov if you have questions regarding these comments. 1. Provide a completed Public Works permit fee estimate sheet — PW Bulletin A2 - enclosed. (For Public Works activities only including — new grease interceptor (or) connection to existing grease interceptor. 2. Provide a sanitary sewer drain for the new trash enclosure area. This area shall be routed to a new (or) an existing grease interceptor. Show and label on a plan sheet. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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 206-431-3670. Sincerely, Megan P on Permit Technician File No. D15-0055 63on Snuthrontvr Rnl/IOvnr11.G/it0 #Inn a Trj"iiln Wnchin otnn ORIRR a Phnno ?n6-a31-3670 a Fnr ?n&a31-�665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0055 DATE: 03/30/15 PROJECT NAME: DOUBLETREE HOTEL - TRASH ENCLOSURE SITE ADDRESS: 16500 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 DEPARTMENTS: Revision # after Permit Issued C,L .- AW — IJ Building Division ❑ Fire Prevention ❑ Planning Division WM -- Avg -. L ►115 Public Works r Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 03/31/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/28/15 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 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0055 DATE: 03/04/15 PROJECT NAME: DOUBLETREE HOTEL - TRASH ENCLOSURE SITE ADDRESS: 16500 SOUTHCENTER PKWY X Original Plan Submittal Revision # Response to Correction Letter # Revision # before Permit Issued after Permit Issued DEPARTMENTS: -�-I� AIM Rb, MIS MW 3-1 -,15 Building Division Fire Prevention Planning Division � tovV 3 j6� l( PuRic orks Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 03/05/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/02/15 Approved ❑ Corrections Required F (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: ` j,5 Departments issued corrections: Bldg ❑ Fire ❑ Ping x PW R Staff Initial 12/18/2013 uity of Tukwila Department of Community Devel 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: ,3 - 2 7 ` 15 Plan Check/Permit Number: b 1 4" y— 0 0 15-5 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: h D v (3 t,-G-Tcre � �104 �,-- f Project Address: 0 :5 /ao r , t r g 4, Contact Person: 122L) Phone Number: Summary of Revision: -2—E5 It/aTin e,� (%v►�%chc � 1jil n C 44 4�� cyzl' [ �ll O i r .A a r�� d L25. , T /�/ r e^ C A co It) A 2z CITY OF Sheet Number(s): T1 3 0 1 2015 "Cloud" or highlight all areas of revision including date of revision �w Received at the City of Tukwila Permit Center by:�-o — Entered in TRAMT on 3-3 01 S ILLI z .9 PL f0 z LL cl) co E u -d Uj ai cj ra V4 IrH A P Z 12 0 UJI < rn k7 co .0 f12�TA;Wl 70 �S L LD 0 ca dam .......... 0 A CU im > > 0 _2 gal y 2 .2 > 0- a) W < L: I -I- r 7Y, IL7 A tID efl: LAqr A A�JV CIVIL PPL. AW I K� T� C) U) F_ Qc 700 L F.5) 14 Tc- 10 ILI f TOP t4ti` col Icu ex 4.f NIL 0 th �A L .1 j cc ca �z F-i FEi Q _Lm� = ICU r.7- - - - - - - -- 4 0 zoul 67 rL If 4T . . . . . . . . . . . . . . . . . . . . . . . . --- ....... n. '5 A' roc- M N W< W ALIL, 6 110T I`641ZAL, C,ol.OIZ fAL,.T NOT IN 'ATMATW t&Mrf,%y PPIOVIP" ALr- 41 M/x F pl� -ryr. UW14ALI?�fj4r le F AFaA AJ LIMJ M IIIt REGISTR",,j. U. E_ jE TAJ N M E N T & T. r-Im-patyy N G 17 _u .......... .... 'REGISTRATION I.kTUMNINMNT MN G _77777*�'L E-TREE�:�-P `AZA IToA (N 1.4 - - - - - - - - - -- It.0 2015 PE ar I Vt IPat I -A r .7, L4. C ACH IL Ik'H w A,1�14 A' 1:�4 F, w L�; 4, FAWI P4 W, d tell. H- L 4 H4 L It> 9. Sl* V.f 7k wal 4. b ;T-UK' '4I:'LA- Md Nks; T A I�ape P -140M r 4L LIT 7 Tea t C Afj th - < --- T1 EG JON. AA LTR y ff