Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D19-0144 - KT CABINETS - AS-BUILTS & STORAGE RACKS
KT CABINETS 6750 S 180TH ST APN: 3523049095 EXPIRED 04/20/2021 D19-0144 Parcel No: Address: Project Name: City of Tukwila Department of Community Development @300 SouthcentwrBowevard, Swhm#1Q0 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206'438'9350 Web site: htti)://www.TukwilaWA.Rov 3523049095 KT CABINETS DEVELOPMENT PERMIT Permit Number: D19-0I44 Issue Date: 4/I3/20I0 Permit Expires On: 10/20/20I0 Owner - Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: 36146THAVENUE S,SEAJTLE,WA, 98134 RICHARD[HAFFEE DACO[ORPRAT0N 8M3SSlO4ST'KENT,WA, 9QO31 DA[V[**012NC ''' Phone: Q06 714-8314 Phone: (425)I64-4833 Expiration Date: 4/20/2022 DESCRIPTION OF WORK: PROVIDE AS-BUILTS ON BUILDING AND PREVIOUSLY PERMITTED RACKING. DRAWINGS AND ENGINEERING FOR 5 SECTIONS ON RACKCE19-0O05 Project Valuation: $I,50000 Type cfFire Protection: Sprinklers: Fire Alarm: Type ofConstruction: Electrical Service Provided by: TUKWILA Fees Collected: $558.33 Occupancy per IBC: Water District: 0KWILA Sewer District: TUKWILA Current Codes adopted bythe City mVTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: National Electrical Code: VVACities Electrical Code: VVAC296'468: VVAState Energy Code: 2017 2017 2017 2015 Public Works Activities: Channel ization/5thpin8� Curb |k: Fire Loop Hydrant Flood Control Zone: Hau|ing/OveobeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: U Fill: U Number: O No Permit Center Authorized Signature: Date: ak -l/� |hearby certify that | have read and examined this permit and know the same to be true and correct. All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein ornot. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance cfwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tuthis permit. y` /\ik@ =l ( ��������_ / � Signature: �-������� � ` Print Name: 4 —,)- -3��� This permit shall become null and void ifthe work isnot commenced within 18Odays for the date ufissuance, orh the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' Z: Work shall beinstalled inaccordance withtheapprmvedmomsbuodon6ocuments,andanychangesmade 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. S: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in heiight shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed inthe State ofWashington. Periodic special inspection isrequired during � anchorage ofstorage racks Dfeet orgreater inheight. G: VALIDITY OFPERMIT: 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 ofthe City ofTukwila shall not bevalid. The issuance ufapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 7: When special inspectionirequired, 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. 8: 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. 11: 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) 9: 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) 10: 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) 12: Maintain fire extinguisher coverage throughout. 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 13: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 17: 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) 16: 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) 18: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 19: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13-16.1.4) 20: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1) 21: Flue spaces shall be provided in accordance with International Fire Code Table 3208-.3. Required flue spaces shall be maintained. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TUKTirlh'l Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwW.TukwilaWA.gov Building PersONo. 0 \01-o\t-4-0- Project No. Date Application Accepted: Date Application Ex \() (For officeise only) 0\ CONSTRUCTION PERMIT APPLICATION cj60 Applications and plans must be complete in order to be accepted for plan review. OO Applications will not be accepted through the mail or by fax. **Please Print** • SITE LOCATION Site Address: .67570 S /1301 Tenant Name: OM 1,4).6 Tr New Tenant: El Yes rik.No Ai King Co Assessor's Tax No.: 3_57023C ? 0 Suite Number: Floor: PROPERTY OWNER Name: A... 0- A‘e i .1411. 4 LID/ A )6 Address: 36 / 4 -- 4 - - r A A y. S7 City: -i 'rL. ..5.- State: WA_ Zip: 9F/A CONTACT PERSON - person receiving all project communication Name: Address: Address: gg.-2., . / 9 tg- City: State: State: wAL Zip: d " 0 Phone: ,07M' WYPIY: 2f:/- 775452,0 Email: C 0 it4 GENERAL CONTRACTOR INFORMATION Company 14a. c• to4/ti4</4 /D0Qcie Address: City: 4,-State: LA)4, Zip: way/ Phone: e- 703- 77,r- iirgi:5 Sax: a 7- 37.1-- 8s-etr- Contr Reg No‘pili coc ,ExApteivei Tukwila Business Business License 197073.0, ei.97 46'‘)/7-47 7 ARC TECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company N • 4vt_ Engineer Name: ii ,./ Address: c9/ 426-75 City: — State: ojey., Zip: (7,03 Phone: Ao 7-73b1, Email: _m a, LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: /. City: State: Zip: 1'7 ApplicationsWorms-Applications On Line12011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMA7TOl 06-431-3670 Valuation of Project (contractor's bid price): $ e9/5 0 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): & yi/D C /Is FeIz-Ts ©ry ac�/4 )/ - PR c��e �s i 14'' /7T �RI,V F ©ll .- �.4 e,Ejti �' �iy,� �tQ�d r� �rT E•U c/,c� v Or��� 2 55C7 S ,J �A) 1Q,► n ,R�- /• >firR cT / cIT ©I ri)A:UvfZ- WiU there be new rack storage? ,...Yes ❑.. No f 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 2nd Floor 3nd 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 11): 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? 0 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? 0 Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantifies 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:1ApplicationsWorms-Applications On Line \2011 Applications\Petmit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC,WORKS PERMIT INFOrasIATION — 20 4 -0 79 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 [3 ...Tukwila 0 ...Water District #125 0 ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate 0...Valley View 0 ... Sewer Availability Provided 0 Highline 0 .. Renton 0 .. Renton 0 Seattle Septic System: 1:1 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 apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 Easement(s) Proposed Activities (mark boxes that apply); 0 ...Right-of-way Use - Nonprofit for less than 72 hours [1...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ...Total Cut cubic yards 0 ...Total Fill cubic yards 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control 0 ...Backflow Prevention - Fire Protection 0. • 0. 0. Geotechnical Report 0 Maintenance Agreement(s) 0 __Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours o .. Right-of-way Use — Potential Disturbance o .. Work in Flood Zone O .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line Irrigation Domestic Water 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. 0 ...Water Only Meter Size 0 ...Sewer Main Extension 0 ...Water Main Extension Public 0 Public 0 f t WO # WO # WO # Private 0 Private 0 o .. Grease Interceptor 0 Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: Water Meter RefinuliBilling: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: \Applications \Form -Applications On Line \ 2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PLICATION 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). T 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. B UILDIN e I ' J ZED AG NT: Signature: Date: 0 ©/2-1—V , Print Name: ' R1C4'�ZQ2 it e-e Day Telephone: [ 6' l / / 9 / /r Mailing Address: � t '9 S f 9 23) City / State Zip H:Wpplications\Forms-Applications On Line \2011 Applcations\Permu Application Revised - 8-9.11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $558.33 D 9-0144 Address: 6750 S 180TH ST Apn: 3523049095 $558.33 Credit Card Fee 16.26 Credit Card Fee R000.369.908.00.00 0 00 $16.26 DEVELOPMENT $526.86 PERMIT FEE R000.322.100.00.00 0.00 $152.08 PLAN CHECK FEE R000.345.830.00.00 0.00 $197.70 WASHINGTON STATE SURCHARGE B640.237,114 0.00 $25.00 PERMIT FEE R000.322.100.00.00 0.00 $152.08 TECHNOLOGY FEE $15.21 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17534 R000.322.900.04.00 0.00 $15.21 $558.33 Date Paid: Tuesday, April 30, 2019 Paid By: RICHARD CHAFFEE Pay Method: CREDIT CARD 084690 Printed: Tuesday, April 30, 2019 1:00 PM 1 of 1 SYSTEMS COTUKWILA ETKAKIT 5200 5OUTH[ENTEK 8LVD TUKWILA' wx 98188 I06-433-1878 CITY OF TUKWZLA 0017348080882374464580 Data: 04/30/2019 12:59:48 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: ***+******39I5 K TRAN AMOUNT: $558.33 APPROVAL [D: 08409g RECORD #: 8e8 CLERK I0: Kachelle X (CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 04/30/2019 12:59:48 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********3915 K TRAN AMOUNT: $558.33 APPROVAL CD: 08469Q RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy to e Is tt FR WAREHOUSE • PARTIAL PIPING P 1 RISER DRTAIL is it It II 11 ft ,iPPa�\�EO It it It II I. II I! 'YY et 1 II 1 It It REST ROOM OFFICE ,ow YYCW ww w 4., G V ee It It It 11 I 'ah IIYPt/w REHOUSE •KEYPLAN ti L comma KTS BUILDING SUPPLY m91SItlMpI WALDO .t+ M.. t t .1nKt align INS 0111101111 FPIo11 Hydraulic Calculations Project Name: KTBUILDING SUPPLY, INC. Location: 4750S180THST TUKVVLA,VVAg818O. Drawing Name: 4445-KT8vi|ding Supply Co|oo Design Remote Area Number: Occupancy Classification: Spec. Warehouse Pressure: 0.58gpm/ft' Area cfApplication: 2000ft2(Actuo 2208ft2 Coverage per Sprinkler: 98ft2 Type ufsprinklers calculated: Upright No. ofsprinklers calculated: 23 No. ufnozzles calculated: U In -rack Demand: Hose Streams: for N/A gpm at Node: N/A 500-00 at Node: 1 Type-, Total Water Required (including Hose Streams where opplicab|m>: From Water Supply sgNode 1: 1806.58@ 140112 Type ofSystem: Volume ufDry orPreActionSystem: N/A Name ofContractor: FIRE SPRINKLERS INC. Address: 152445TH3TE.SUK8NER.VVA08390 Phone Number: 253'826'0039 Name cfdesigner: CCS Authority Having Jurisdiction: TUNWILA mo0au: Automatic peaking results Left: N/A Right: 137.959 Calculation Date: 1O/312O18 Allowance at Source (Safety Margin = 0.133 psi) AutoGPR|NK2O1gv15.1.1IO 10/3/20194:08:36PM ` Job Name: KT BUILDING SUPPLY, INC. Remote Area Number: 200 180 Hydraulic Graph N 185 Date: 10/312019 160 -Static Pressure 150.000 140 806.58 @ 140.245 Water Supply Summary Sheet Node: 1 1806.58with Hose Allowance at Source 120 N a 100 - N - N - a 80 -(System demand curve 60 20 - �IIII 11111111 L p 1400 2800 4200 111111111 111111111 111111111 5600 7000 7325.00 @ 20. IIIII III 8400 000 L11111111 1.1111III 1 9800 Flow • gpm 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 11200 12600 14000 0 M.E.P,CAD, Inc. AutoSPRINK 2019 v15.1.13.0 10/312019 4:08:37PM Page 2 Summary Of Outflowing Devices Job Number: 4445 Report Description: Spec. Warehouse Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Density (gpmpft2) t Sprinkler 1001 55.39 65.39 8.1 46.766 N/A Sprinkler 1002 55.43 55.39 8.1 46.823 N/A Sprinkler 1003 55.59 55.39 8.1 47.102 N/A Sprinkler 1004 55.94 55.39 8.1 47.693 N/A Sprinkler 1005 56.53 55.39 8.1 48.704 N/A Sprinkler 1006 57,41 55.39 8.1 50.240 N/A Sprinkler 1007 55.40 55.39 8.1 46.773 N/A Sprinkler 1008 55.43 55.39 8.1 46.831 N/A Sprinkler 1009 55.60 55.39 8.1 47.110 N/A Sprinkler 1010 55.94 55.39 8.1 47.701 N/A Sprinkler 1011 56.53 55.39 8.1 48.712 N/A Sprinkler 1012 57.42 55.39 8.1 50.249 N/A Sprinkler 1013 55.41 55.39 8.1 46.802 N/A Sprinkler 1014 55.45 55.39 8.1 46.860 N/A Sprinkler 1015 55.61 55.39 8.1 47.139 N/A Sprinkler 1016 55.96 55.39 8.1 47.731 N/A Sprinkler 1017 56.55 55.39 8.1 48.742 N/A Sprinkler 1018 57.44 55.39 8.1 50.280 N/A Sprinkler 1019 59.09 55.39 8.1 53.226 N/A Sprinkler 1020 59.14 55.39 8.1 53.313 N/A Sprinkler 1021 59.32 55.39 8.1 53.627 N/A Sprinkler 1022 59.68 55.39 8.1 54.294 N/A Sprinkler 1023 60.31 55.39 8.1 55.433 N/A c> Most Demanding Sprinkler Data ak, M.E.P.CAD, Inc. AutoSPRINK 2019 v15,1.13.0 10/3/2019 4:08:39PM Page 3 Job Name: KT BUILDING SUPPLY, INC. Remote Area Number: Date: 10/3/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand @ (psi) (gpm) Required Pressure (psi) 1 Water Supply 150.000 20.000 7325.00 140.245 1806.58 140.112 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (Wm) Notes 1 -8'-0 Supply 140.112 1306,58 1001 23-5 Sprinkler 46.765 55.39 Density: N/A 1002 23-5 Sprinkler 46.823 55.43 Density: N/A 1003 23-5 Sprinkler 47.102 55.59 Density: N/A 1004 23-5 Sprinkler 47.693 55.94 Density: N/A 1005 23-5 Sprinkler 46.704 56.53 Density: N/A 1006 23-5 Sprinkler 50.240 57.41 Density: N/A 1007 23-5 Sprinkler 46.773 55.40 Density: N/A 1008 23-5 Sprinkler 46.831 55.43 Density: N/A 1009 23-5 Sprinkler 47.110 55.60 Density: N/A 1010 23-5 Sprinkler 47.701 55.94 Density: N/A 1011 23-5 Sprinkler 48.712 56.53 Density: N/A 1012 23-5 Sprinkler 50.249 57.42 Density: N/A 1013 23-5 Sprinkler 46.802 55.41 Density: N/A 1014 23-5 Sprinkler 46.860 55.45 Density: N/A 1015 23-5 Sprinkler 47.139 55.61 Density: N/A 1016 23-5 Sprinkler 47.731 55.96 Density: N/A 1017 23-5 Sprinkler 48.742 56.55 Density: N/A 1018 23-5 Sprinkler 50.280 57.44 Density: N/A kh.,© M.E.P.CAD, Inc. A utoSPRINK 2019 v15.1.13. 10/3/2019 4:08:41PM Page 4 Job Name: KT BUILDING SUPPLY, INC. Remote Area Number: Date: 10/3/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1019 23-5 Sprinkler 53.226 59.09 Density: N/A 1020 23-5 Sprinkler 53.313 59.14 Density: N/A 1021 23-5 Sprinkler 53.627 59.32 Density: N/A 1022 23-5 Sprinkler 54.294 59,68 Density: N/A 1023 23-5 Sprinkler 55.433 60.31 Density: N/A 2 -8'-0 125.933 3 3-11 120.280 4 21-0 80,427 5 22-5 75.693 6 23-5 73.634 7 22-5 75.597 8 23-5 73.124 9 22-5 75.551 10 23-5 73.079 11 22-5 75.539 12 23-5 73.067 M.E.P.CAD, Inc. :in AutoSPRINK 2019 w15.1.13. 10/3/2019 4:08:41PM Page 5 Job Name: KT BUILDING SUPPLY, INC. Remote Area Number: Date: 10/3/2019 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a riasjatb,a w.l... Fitting (Foot) Pf Friction Loss Per Unit (pal) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1001 23-5 8.1 55.39 214 (See Notes) 6'-0 120 46.765 Route 1 • • • • • Sprinkler 0.009657 1002 23-5 55.39 2.6350 6'-0 0.058 1002 23-5 8.1 55.43 2% (See Notes) 8'-0 120 46.823 Sprinkler 0.034632 1003 23-5 110.82 2.6350 8'-0 0.279 1003 23-5 8.1 55.59 2% (See Notes) 8'-0 120 47.102 Sprinkler 0.073898 1004 23-5 166.41 2.6350 8'-0 0.591 1004 23-5 8.1 55.94 2% (See Notes) 8'-0 120 47.693 Sprinkler 0.126317 1005 23-5 222.35 2.6350 8'-0 1.011 1005 23-5 8.1 56.53 21/a (See Notes) 8'-0 120 48.704 Sprinkler 0.192072 1006 23-5 278.88 2.6350 8'-0 1.537 1006 23-5 8.1 57.41 21/z (See Notes) 67'-7 120 50.240 Sprinkler, P0(16'-51/2) .16...5y2 0.271563 12 23'-5 336.29 2.6350 84.-0% 22.827 12 23-5 3 (See Notes) 1'-0 120 73.067 P0(20'-2) 20-2 0.096317 0.434 11 22'-5 336.29 3.2600 21'-2 2.038 11 22-5 8 12-0 120 75.539 0.001048 9 22-5 336.29 8.2490 12'-0 0.013 9 22-5 336.32 8 12-0 120 75.551 Flow (q) from Route 2 7 22-5 672.61 8.24900.003777 12'-0 0.045 7 22-5 336.42 8 12-0 120 75.597 Flow (q) from Route 3 0.007998 5 22-5 1009.03 8.2490 12'-0 0.096 5 22-5 297.54 8 (See Notes) 252'-3 120 75.693 Flow (q) from Route 4 fT(33'-0), fE(13'-0), E(21'-1%) 67-11/2 0.012901 0.614 4 21-0 1306.58 8.2490 319'-4% 4.120 M.E,P.CAD, Inc. AutoSPRINK 2019 v15.1.13.0 10/3/2019 4:08:43PM Page 6 Job Name: KT BUILDING SUPPLY, INC. Remote Area Number: Date: 10/3/2019 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step ' (c1) Nominal ID Fittings & Devices Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a narti,,e w)ins Equiv. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Length (Foot) Total (Foot) (psi) Friction(Pf) 4 21-0 8 (See Notes) 107'-51A 120 80.427 3E(18'-0), ALV(-30.000) 54-0 7.406 3 3'-11 1306.58 7.9810 161'-5% 0.015152 32.447 3 3-11 8 (See Notes) 11'-11 120 120.280 PIV(4.-8%), E(21'-1%) 25-10 0.012901 5.166 2 -8'-0 1306.58 8.2490 37'-9 0.487 2 -8'-0 8 (See Notes) 132'-0 140 125.933 BFP(-8.000), WMV(-5.000), S 0.008932 0.000 1 -8'-0 1306.58 8.3900 132'-0 14.179 500.00 140.112 Hose Allowance At Source Total(Pt) Route 1 1 1806.58 1007 23-5 8.1 55.40 2% (See Notes) 6'-0 120 46.773 Route 2 Sprinkler 0.009658 1008 23-5 55.40 2.6350 6'-0 0.058 1008 23-5 8.1 55.43 2% (See Notes) 8'-0 120 46.831 Sprinkler 0.034838 1009 23-5 110.83 2.6350 8'-0 0.279 1009 23'-5 8.1 55.60 21/2 (See Notes) 8'-0 120 47.110 Sprinkler 0.073909 1010 23'-5 166.42 2.6350 8'-0 0.591 1010 23-5 8.1 55.94 2% (See Notes) 8'-0 120 47.701 Sprinkler 0.126338 1011 23-5 222.37 2.6350 8'-0 1.011 1011 23-5 8.1 56.53 2% (See Notes) 8'-0 120 48.712 Sprinkler 0.192102 1012 23'-5 278.90 2.6350 8'-0 1.537 1012 23-5 8.1 57.42 2% (See Notes) 67'-7 120 50.249 16'-5% Sprinkler, 10 23'-5 336.32 2.6350 84'-0% 0.271606 22.831 P0(16'-51/2) 10 23-5 3 (See Notes) 1-0 120 73.079 20-2 0.434 9 22-5 336.32 3.2600 21'-2 0.096332 2,038 PO(20'-2) 75.551 Total(Pt) Route 2 k, M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.13.0 10/3/2019 4:08:43PM Page 7 Job Name: KT BUILDING SUPPLY, INC. Remote Area Number: Date: 10/3/2019 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent (q) Fitting Elev(Pe) Length) Elev 2 Total Flow Equiv. (Foot) Pf Friction Loss Per Unit Fixed Pressure Losses, Node 2 (Foot) (Q) Actual ID Length (Foot) Total (Foot) (psi) Friction(Pfl when applicable, are added directly to (Pf) and shown as a n5g2ti.e valua 1013 23-5 8.1 55.41 2% (See 6'-0 120 46.802 Route 3 Notes) Sprinkler 1014 23-5 55.41 2.6350 6'-0 0.009664 0.058 1014 23-5 8.1 55.45 2% (See 8'-0 120 46.860 Notes) Sprinkler 1015 23-5 110.86 2.6350 8'-0 0.034858 0.279 1015 23-5 8.1 55.61 21/z (See 8'-0 120 47.139 Notes) Sprinkler 1016 23-5 166.48 2.6350 8'-0 0.073952 0.592 1016 23-5 8.1 55.96 2% (See 8'-0 120 47.731 Notes) Sprinkler 1017 23-5 222.44 2.6350 8'-0 0.126410 1.011 1017 23-5 8.1 56,55 2% (See 8'-0 120 48.742 Sprinkler Notes) 1018 23'-5 278.99 2.6350 8'-0 0.192212 1.538 1018 23-5 8.1 57.44 21/2 (See 67'-7 120 50.280 Notes) 16,_5% Sprinkler, 8 23'-5 336.42 2.6350 84.-0% 0.271762 22.844 P0(16.-5%) 8 23-5 3 (See 1'-0 120 73.124 Notes) 20-2 0,434 7 22'-5 336.42 3.2600 21'-2 0.096388 2.039 P0(20'-2) 75.597 Total(Pt) Route 3 1019 23-5 8.1 59.09 214 (See Notes) 8'-0 120 53.226 Route 4 Sprinkler 1020 23'-5 59.09 2.6350 0.010885 0.087 8'-0 1020 23-5 8.1 59.14 2% (See Notes) 8'-0 120 53.313 Sprinkler 1021 23'-5 118,24 2.6350 0.039269 0.314 8'-0 1021 23'-5 8.1 59.32 21/2 (See Notes) 8'-0 120 53.627 Sprinkler 1022 23'-5 177.55 2.6350 0.083313 0.667 8'-0 1022 23-5 8.1 59.68 2% (See Notes) 8'-0 120 54.294 Sprinkler 1023 23'-5 237.24 2.6350 0.142410 1.139 8'-0 k, @ M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.13.0 10/3/2019 4:08:43PM Page 8 Job Name: KT BUILDING SUPPLY, INC. Remote Area Number: Date: 10/3/2019 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as 4 rv.pti.e .,./,,e Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1023 23-5 8.1 60.31 2% (See Notes) 67'-7 120 55.433 Sprinkler, P0(16'-5%) 16'-5% 0.216533 6 23'-5 297.54 2.6350 84'-0% 18.201 6 23.-5 3 (See Notes) 1'-0 120 73.634 P0(20'-2) 20-2 0.076799 0.434 5 22-5 297.54 3.2600 21-2 1.625 75.693 Total(Pt) Route 4 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.13.0 10/3/2019 4:08:43PM Page 9 Job Name: KT BUILDING SUPPLY, INC. Remote Area Number: Date: 10/3/2019 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor Value Of C Multiplying Factor 100 130 140 0.713 18 1 3 150 Fittings Legend ALV BaIV C CV E Ee2 FDC fig g Ho Hyd Noz P1V PRY sCV St U z Alarm Valve Ball Valve Cross Flow Tum 90° Check Valve 90° Elbow 22'/s° Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b BV Cr DPV Eel fd fEE fT Bushing Butterfly Valve Cross Run Dry Pipe Valve 11'A Elbow Flex Drop 45° FireLock(TM) Elbow FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve g, © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.13.0 10/3/2019 4:08:43PM Page 10 -7-X4,) s v. 2)4 . 5b+s .14 = IvJ, 21 44 3 foil L ; 24-70 4 uswg, Si. IL 2ro Tea 2 7 ._ ,dti.J )* 2'iiao ' /ZS ! * V "/cats L dD mac) 729 P &At- sty Acrike 184 psi V r ! S$ /Gat 2_V2'40e4, .rsimpscco) SA-7 1OEPCI 4)CI1fiV3 CZYZ‘liOneea)poce0 DoSit.06C Jan = 3S612' PC* - ES' mg-'.ari w 734 Sp arcac- Yn)sp eorlei Clan w&Sal By 47Z. Date 4 /20/ Checked 1Z Sheet / of 3 RECEIVED CITY OF TUKWILA suit !ia2- FwiloCip 5rtret SCl t:C05 f4GCs o fist& q s/ £es�s� JZer,�.s C �2�n art Me ZAt s' APR 3 0 2019 $ec Z2Uq 714£ 20a8 Z ape ti SAC. /5'.5.3 t��sce 7-/°PE, AMT„C,ENTER s, & s&, v : ✓ - .67cfZp Idi •� - ,cn�;� p = /. o rye ciu iy Aor op&J ra rum fl)e t.tc . (7/3)(a4S4Vg Sx 1,01 roil JydGtny ,tom© r . = 1.O p13.it Sir& COLS 7> . © 772+4A)54 rB ) 1+k• . /Sr7ik = (,o Lo idGff. ( ) a I. 0. jD , lO 1,t�r a D.474 4 P 4- 2 .? L Wljtj .L4 k.. ,¢4ct t v peR wit peg beill oF A34440 S/M , C) Mt A -OW J 1,70o 401 kst ia,'/(e ver. Ad. thabroo tr,4p L+b) rliPC , - Awls /,Stb 1 xa. J:t;, use 1.0 reit , w Diacc'oJs. 710 4 -O Go11T94 tar a 17ooCzf 3}÷lc77 s 9c 1 111,,=SY2.", ham..&' h5 2 S c, - ig Us, * t g 1. j.. Ca +Nr..- s4-24.w /460,1}Vi1/4.6,4)n 0.9S --- 0.14, i4 = rx. 8 59 k DiA4. f (3g)' + 02) zJ sc., d A4 Ae er r /. 28 k a.75 P 19.96 k b•. 404rat s mu 2 a %a" 1[ . 00 c SEcrj©NS .' P„ = 4. or i - &kg,/ u J//..o 7 2.67* _ ®k 0.76 P it •c1.2© CODE COMPLIANCE APPROVED MAR 27 2020 City of Tukwila BUILDING DIVISION Job Title subject By 47,14 Date 4/2aq Jab No. l 4 2 Z Checked Sheet 2 of 24x! .A ' C.SEL7tD41 . c Pe s Z. 31 k - ok 7 0.73.k.4.4". 4 i• 49.44 k ,g,Fs pur5s, subt3 i sex : 4,14I c'i O. P . � 7s (4. 104- 3. 60 J- 0. 3 Iffe -12/144 6* p(Ihs ,ei6 6 4: 344 ' 4p . 34,00a = 0,135 ks: - PA < /r+U.M). 0.7e,'/?SlJ Aess ?Ora- .A _ (0- s4 7z = o. / 57 k = o,7r 1 = 27 kk: . t = .ikt," ,p 512 417Witk CDA.K1Z r& sail lipn/ gm per.' $06 Auow• S 4.6g") = 107 fis S140 ,UA .v S. t47 r G0. S li? * A S 5 9 !r � AS 39 = (a) 2/2 ,4 CttuJ • p s Aso k -V Q ID 10.177 „ �s+c /3eAti JG At, : &a f 5. S 4-4.4) z/ 7.04.3 t9' Pa = i4,f►w Ate p s 10.1.4, _ mk .7 4•144. P , Vei A- A4cAs ead7/19( k qui, ©.tO4*(ea4,9tX�%2 s 0.Z864t/41. :..04 fi7.D2Z! 4-wait C3) c = -vet, t r. . 06/ k, Pic . 073 k 9 32 3.3t = 30.35 q �t beilim AU 14 CIA mac. WM A 3 /ti s .4J'2 4-r a phi&- = ao.34 " sit,* 0. 6zrr. AAA = k " -�• fir► . .. Qtyz �,a I� = Zm641a. r-1 4 4.471 t) ,24,t 1.19 IG° ti=14- 3.311Z4 Z.31" (1-06) Ft, W m (2F2 iti t404 rn btu 0I74- No Mom. WL/iaA 0.21k N togifi !) . 0.1 s 0 zaa/a) 4- So = She /e Mpg,. 00 ,U, .73 (3.'s) + W Lr z4 idgco.67 ,N,o:. 9.77kv Pk. J Job Title /20 i ti Job No. 14722. of City of Tukwila Department of Community Development 3/5/2020 RICHARD CHAFFEE 8825 S 184TH ST KENT, WA 98031 RE: Permit Application No. D19-0144 KT CABINETS 6750 S 180TH ST Dear RICHARD CHAFFEE, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 4/30/2019, has not been issued by the City of Tukwila Permit Center, Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 4/30/2020. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: DI9-0144 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 r City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director November 17, 2019 Richard Chaffee Applied Handling NW 8825 S 184th St Kent, WA 98031 RE: Request for Extension #1 Application Number D19-0144 Dear Richard, This letter is in response to your written request for an extension to Permit Application D19-0144. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through April 30, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rache le Ripley Permit Coordinator File: Permit No. D19-0144 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwllaWA.gov ,Applied Handling NW Material Handling & Storage Systems A Division of DACO Corporation Bill Rambo City of Tukwila Page #1 10/22/2019 RE: Development permit application Number D19-0144 KT Cabinets — 6750 S. 180th St, Hello Bill: Regarding our conversation a moment ago I respectfully request an extension for the permit application #D19-0144. Richard Chaffee Applied Handling NW Cell 206 714 9314 Request for Extension # Current Expiration Date: 10 —30— lq Extension Request: 1Approv2d for / days Denied (provide explanation) 8825 S. 184th Street Kent, WA 98031 (253) 395-8500 / (888) 395-3943 Fax (253) 395-8585 www.appliednw.com Signature/Initials RECEIVED CITY OF TUKWILA OCT 2 2 2019 PERMIT CENTER L f) City of Tukwila Department of Community Development 9/3/2019 RICHARD CHAFFEE 8825 S 184TH ST KENT, WA 98031 RE: Permit Application No. D19-0144 KT CABINETS 6750 S 180TH ST Dear RICHARD CHAFFEE, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 4/30/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 10/30/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D19-0144 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development May 21, 2019 RICHARD CHAFFEE 8825 S 184TH ST KENT, WA 98031 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0144 KT CABINETS - 6750 S 180TH ST Dear RICHARD CHAFFEE, Allan Ekberg, 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: FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Is the building sprinklered? Application left blank. 1) Please provide a detailed description of the types of commodities to be stored on the racks. 2) Please provide the total storage height and the ceiling height. 3) Smoke vents may be required. Please submit a drawing showing locations of existing/proposed smoke vents. 4) What is the sprinkler density of the existing ceiling fire sprinkler system? 5) What is the temperature rating of the existing fire sprinklers? 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. Sincerely, Bill Rambo Permit Technician File No. D I9-0144 T.) 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT 00 D COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0144 PROJECT NAME: KT CABINETS SITE ADDRESS: 6750 S 180 ST Original Plan Submittal DATE: 02/26/2020 Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works kIN\ Fire Prevention Structural Planning Division Permit Coordinator 41 PRELIMINARY REVIEW: DATE: 02/27/20_20 Not Applicable Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR_CQRBECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (le: zoning Issues) n 04/09/2020 Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fj Fire 0 Ping D PW EiI Staff Initials: _ _ _ 12/IS/2013 0 COPY PLAN REVIEW/ROUTM G SLIP PERMIT NUMBER: D19-0144 PROJECT NAME: KT CABINETS SITE ADDRESS: 6750 S 180TH ST X Original Plan Submittal Response to Correction Letter # DATE: 04/30/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 19-14 C Building Division Public Works cowg. Fire Prevention Structural r Planning Division Perinit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/02/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 05/30/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Ping D PW 0 Staff Initials: 12/18/2013 • • Received at the City of Tukwila Permit Center by: 41---Entered in TRAKiT on 01-7?40" 2690 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: ,1/.07.6/2-°3-CI Plan Check/Permit Number: D19-0144 11 Response to Incomplete Letter # • Response to Correction Letter # 1 O Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Ej Deferred Submittal # Project Name: KT Cabinets Project Address: 6750 S 180 St ..--- Contact Person: 4g00 (?lit Phone Number: ,6206 — 7/r-- 93/' Summary of Revision: /1. (.1Pieb\f/e b6R- 0 6 4 )/rIvi P&A/Sqy efctcs,. c,496.(0471,r--.( Y .s. .7- cc)7 , - , / a D6 - /vs- ir7 fijig4lo-- oAi .7"Ale-- 19/7 4c•v&J) fp- - lifie4)/ii 6- e//14,_- - A //RL /Ve27- 4 . / D 1/ 47t e_ i c i A4 7rF.„0, - A/ 4I iWA) Ae-, k----/R6 /1/4/07-ic‘ 4/26- 7?26 , 4 )65/004..fEj 77, si _c' c-- DiZ9ZA)//vc.— F0(_ Z.0 c - / 9 / / e3/0 0 fr 6 (/--/../ 7f g yod( A/OTC- # 3 RECEIVED CITY OF TUKWILA FEB 2 6 2020 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revis• n —...0 c CAUsers bill-r \Desktop \Revision Submittal Form.doc Revised: August 2015 DACO CORPORATION kiLabor & Industries (httos.//Ini.wa,aovl Page 1 of 2 DACO CORPORATION Owner or tradesperson Principals KATONA, B KEVIN, PRESIDENT DUFFIELD, STEPHEN L, VICE PRESIDENT SHIELDS, EDWARD E, CHIEF EXECUTIVE OFFICER (End: 09/29/2005) Doing business as DACO CORPORATION WA UBI No. 601 946 293 8825 S. 184th St. KENT, WA 98031 425-264-4823 KING County Business type Corporation Governing persons STEPHEN DUFFIELD B KEVIN KATONA; JOHN ERIC ANDERSON; EDWARD E SHIELDS; 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. DACOC**012NC Effective — expiration 09/10/1999— 04/20/2022 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 857388C $12,000.00 Received by L&I Effective date 04/10/2002 05/01/2002 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS58809792 Received by L&I Effective date 04/30/2019 05/01/2019 Expiration date 05/01/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601946293&LIC=DACOC**012NC&SAW= 3/31/2020 -. - i. •i• BUILDING USE: WAREHOUSE BUILDING •HOLDING 3614 • SEATTLE, WA • L LEGALDESCRIPTION: POR GL 1 LY W OF W MGN OF ANDOVER PARK EAST & E OF UP RR R1W & NLY OF S 180TH ST & LY S OF LN BAAP ON W MGN OF ANDOVER PARK EAST 869.87 FT S OF N LN SD GL 1 TH N 88-08-21 W TO E MGN UP RR RIW LESS POR THOF DAF - BEG ON W IV1GN OF ANDOVER PARK EAST 869.87 FT S OF N LN SD GL 1 & TPOB TH N 88-08-21 W 170 FT TH S 01-51-39 W TO N MGN OF S 180TH ST TH ELY ALG SD N MGN TO W MGN ANDOVER PARK EAST TH N 01-51-39 E TO TPOB : i ! • 50,208 • FT. TOTAL 59�� F #, o R N k k CONTRACTOR: APPLIED HANDLING N.W., inc. 8825 S. 184TH KENT, WA. CONTRACTORS LICENSE # DACOC**12NC CONTACT NAME:A.D CHAFFEE PHONE:• ii • • RICHC@APPLIEDNW.COM ENGINEER BASIL KATTULA. 21122 126TH AVE S. PHONE:KENT, WA 06 851 7301 fix' YpY� IiV 1�N1 SHEET - T1 TITLE SHEET. SHEET FP-1 ENGINEER STAMPED PLAN VIEW OF PALLET RACKING. (PREVIOUSLY PERMITTED AND CURRENT SCOPE OF WORK.) SHEET EL-1 ENGINEER STAMPED RACKING ELEVATIONS AND STRUCTURAL NOTES. SHEET D-1 ENGINEER STAMPED -DETAILS OF ALL RACKING COMPONENTS SHEET FS-1 FIRE AND SAFETY NOTES AND FLOOR PLAN DETAILING DOOR LOCATIONS, EMERGENCY LIGHTING, EGRESS PATHS, AND FIRE NOTES NOTE:' • OF •' BOLTS SPECIFIED ON • - STRUCTURAL NOTES BE PERFORMED BY: A.A.R. 129• E. 126TH PL. KIRKLAND, WA 98034 i• . . 1 TSEPARATE PERMIT RE UIRED FOR: Mechanical Electrical Lv� Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No r:anoes snell e made to the scone of worn wmnout D, o" apDfovat of the TD Kwtla Building Dly,s,on. NOTE: Revisions will require a new Dian submittal and may inciuce additional plan review. FIL- " Parrrlft No. Plan review approval is suoiect tti errors and omissions. Approval of construction documents does not authorize the violation of any adopted core no '.,. ordinance Receipt of aoorove9 ;:,efo Cop, aPc conenlons is aCKnowtedged: Cev .'t r<<kwna RECEIVED CITY OF TUKWILA APR 3 0 2019. PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED r do 0 is W Z O Z y v Z c C0 U 7 O 0 Z C, a Q .o 0 Q E rn ag o� z a 0 a O 0 a f 00 41f 00 _<51 75' DUT f, F 5 ES LLJ Lj _ _��� ��� � (' �� � � cif it E�� � IT., Ni �i�� i`� �� ES 4? 00 El 00 1_41 1w IN] -7- __j Uj 5ID 5 5 I� 5 2 P 4' 18, EXIT:�, 5' G. G' 0 Lr) b DOCK R o DOCK DOOR DOCK DOOR= DOCK DO( DOCK D-1, D(IT PALLET RACKING SCOPE OF WORK CLOUDED 1611"eN AD; NORM 9u in ' Lu LL LL u co ko I c3 Z's Q) C" fu -0 O E ul U. J z m co (j tA 1*W11. ICA a) Ln P F_ r, RECEIVED CITY OF TUKWILA o APR 3 0 2019 9-Z REVIEWED FOR CODE COMPLIANCE )ERMIT CENTER z APPROVED 0) H MAR 2 7 2020 City C w 'a Dk BUILDINGIVISION jkL 01 0 1 u I 3" 1,200# 3" TYPE A FRONT ELEVATION • 3" 3" TYPE B FRONT ELEVATION STRUCTURAL NOTES I 1 TYPE A SIDE ELEVATION 64' 64" 1.1_ 42" 6" 6" TYPE B SIDE ELEVATION 1.)PALLET RACK BEAMS AND UPRIGHTS ARE MFD BY UNARCO MATERIAL HANDLING, INC. AND PALLET RACK BEAMS ARE MFD BY UNARCO & INTERLAKE. 2.)STEEL USED IN ALL RACK ELEMENTS CONFORMS TO ASTM A570 GR 50 WITH Fy=55 KSI, AND Fu=70 KSI. 3.)STEEL USED IN ALL BASE PLATES AND BRACING STRUTS CONFORMS TO ASTM A36 WITH Fy=36 KSI, AND Fu=58 KSI. 4.)MAXIMUM RACK LOADS PER LEVEL PER PAIR OF BEAMS SHALL BE AS STATED ON DRAWING. 5.)CONCRETE SLAB IS GIVEN AS 5.5 " THICK, WITH fc-= 2,500 PSI. 6.)ALLOWABLE SOIL BEARING IS ASSUMED 1500 PSF FOR GRAVITY LOADS. 7.)BEAM-TO-COLUMN CONNECTIONS ARE AS SHOWN ON DETAIL SHEET (DRAWING DET-1) $•)TIE -DOWN ANCHORS SHALL BE SIMPSON SB-II WEDGE ANCHORS. USE 2 EA. 1/2" 0 x 4-3/4" BOLTS PER BASEPLATE PLACED DIAGONALLY @ 3.5" MIN. EMBEDMENT ANCHORS FOR "TYPE A" WILL BE PLACED DIAGONALLY IN THE BASEPLATES. 9.)SPECIAL INSPECTION IS REQUIRED. 10.) THIS PROJECT HAS NO FIELD WELDING. ALL WELDING IS COMPLETED IN THE SHOP BY CERTIFIED WELDERS. RECEIVED CITY OF TUKWILA APR 3 0 2019. PERMIT CENTER 3_ Z: tio2. �o •� a 6 6 �! s ia CL o E PART NUMBER G01 33 44192 b' 5- IKJ 135" THK SSI P23x�513ASEPLA�TE 4Y5 RAqFPIATF I. INMI I. Q p ST 4 (::D Row 18 will doubled bottom horizontal LUPRIGHT COLUMNS QBASE PLATES HORIZONTAL STRUT @4DIAGONAL STRUT 1 7/16- 3- 1 7/16" DIA. ZI.- 117/16- 3" 11/2- 3. L 0 _0 CD 3 0 L L L 10 110 16 U 0 M 0 0, STANDARD BRACKET 1-80LT BRACKET T—BOLT BRACKET AD STABLE BRACKET 3—PIN BRACKET Q)O IG INT T13 TBIVI A SEE CHART 1 FOR SIZE/LOCATION < O < E OLOAD BEAM T.000LUMN _CONNE.CTIONS. ANCHORS 8 oz ROW BAY LEVEL PART NUMBER BEAM TO COLUMN CONNECTION WELD A" T" LENGTH A ALL ALL INT 311 B INT S 3-5/16 .07 96" B ALL ALL GF 6500 IG s 5 .059 108 'o x" C/-) ROW QTY Imo-0 3 B 2 6 0 co ------------ M — < 3: <Vi uo< 4102" THK RECEIVED CITY OF TUKWILA is vEb FOW VE APR 3 0 2019 EM o 6 .53 )MPQANCE- (2) REQ'D PERMIT CENTEF APPZOVED 2,5 MAR 2 7 2020 9 City 0 Tukwila -27x!-!4,SLoT BUILDIN .VIVISION EXIT SIGNAGE• (IBC I0I3): EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY APPROVED EXITS SIGNS READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT 51GNAGE PLACEMENT SHALL BE THAT NO POINT IS MORE THAN 100 FT OR THE LISTED VIEWING, WHICHEVER IS LESS, THAN THE NEAREST VISIBLE EXIT SIGN. CONFIRM LOCATION Ar4D OPERATION OF EXISTING EXIT SIGNS - ADD/ RELOCATE NEW SIGNAGE AS RECUIRED. PROVIDE DIRECTIONAL ARROW INDICATOR FOR PATH OF TRAVEL. EXIT ILLUMINATION: (/BC /006): EGPE55 ILLUMINATION LEVEL SHALL NOT BE LE55 THAN I FOOT CANDLE AT THE WALKING SURFACE. EMERGENCY POWER SYSTEM SHALL PROVIDE ILLUMINATION FOR MIN, 90 MINUTES VIA BATTERY OR ON -SITE GENERATOR. EMERGENCY LIGHTING SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION NOT LESS THAN AN AVERAGE I FOOTCANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. 2sa EXIT ACCESS TRAVEL DISTANCE(BC 1007) MAXIMUM COMMON PATH OF TRAVEL = 100 FT. (2015 IBC -TABLE I OG.2.1) MAXIMUM TRAVEL DISTANCE ALLOWED = 400 FT." (2015 IBC- TABLE 1017.2) -(2015 IBC - SEC 1017.2.2) : ALLOWABLE INCREASE 5-1 OCCUPANCY. MAXIMUM PROVIDED TRAVEL DISTANCE = 3G4 FT, EXISTING SMOKE HATCHES. FIRE NOTES: 1 .) ALL LEVELS DECKED ARE OPEN SHELVES ( WIRE DECKS) 2.) SPRINKLER DENSITY IS ,58/2,000 S.F. 3.) SPRINKLER HEADS AT CEILING LEVEL ARE 28G DEGREE. 3.) COMMODITY STORED ARE ASSEMBLED WOODEN CABINETS AND CABINET COMPONENTS (DOORS AND 5HELVE5� 5.) CLEAR`HI,.DF BUILDING 15 24'. TOP OF PRODUCT IS 22' OR LESS 2 0 a 0 0 w= m� 0 REVIEWED FO g r, CODE COMPLIA E Z G bAPPROVED = 3 0 MAR 2 7 2020 - J V •N ads City of Tukwila BUILDING DIVISI N 0 F w CORREC�10N a LTR# �; E�8- RECEIVED CITY OF TUIC%VILA FEB 2 6 2020 U PERMIT CENTER rn F