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HomeMy WebLinkAboutPermit D19-0345 - HK SALES - ELIVER AND INSTALL (l07) BAYS OF PALLET RACK PER SEISMIC CALCS, STAMPED FLOOR PLAN AND RETAIL SHEET.HK SALES 18360 OLYMPIC AVE S D19-0345 Parcel No: City of Tukwila k"°"^U Department mfCommunity Development 63VVSocthoenterBoulevard, Suite #1OO Tukwila, Washington 9g18Q Phone:2U6'431'367O Inspection Request Line: 2O6'43D'9]SO Web site: http://www.TukwilaWA.gov 7888900155 Project Name: HKlxLES DEVELOPMENT PERMIT Permit Number: D19-0345 Issue Date: 12/19/2019 Permit Expires On: 6/16/2020 Owner: Contact Person: Contractor: Name: RREEFCP|FOLYMP|APROP LLC PO BOX 4900DEPT207 C/ORYAN MATT PREVOST MR RACKS LLC Address: 5008N 16TH ST,RENTD�WA, 98055 License No: K4RnA[RL924BN Lender: Name: TENANT FUNDED Address: ''' Phone: (425)207-0058 Phone: (425)207-0058 Expiration Date: 1/17/2020 DESCRIPTION DFWORK: DELIVER AND INSTALL (107) BAYS OF PALLET RACK PER SEISMIC CALCS, STAMPED FLOOR PLAN AND RETAIL SHEET. ANCHOR INSP. INCLUDED. Project Valuation: $12,300.00 Type ofFire Protection: Sprinklers: Fire Alarm: Type Electrical Service Provided by: TUKWILA ofConstruction: Fees Collected; $62337 Occupancy per IBC: Water District: TUKVV|LA Sewer District: TUKVV|LA 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: 2015 2015 Electrical Code: VVACities Electrical Code: VVACZ9646B: VVAState Energy Code: 2017 12015 7 0 2017 Public Works Activities: Channe|izahon/Shping: 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: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature. Date: / C ,—/ I hearby certify that I have read a d amined 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 agree to the conditions attached to this permit. Signature: Print Name: 1) ‘i Date: re -II 1 z of 1, C' y- t/YL-<A- 4 4.S (L_ 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: 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. 5: 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. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 8: VALIDITY OFPERMIT: The issuance nrgranting cfapermit shall not becons—trued tnbeapermit for, oran 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 tngive authority tnviolate nrcancel the provisions of the code orother ordinances of the City ofTukwila shall not bevalid, The issuance ofapermit 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. 12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each l,5UOsq. ft. ofarea. The uxdnguisher(s)should beofthe "All Purpose" (3A,4O8:[)dry chemical type. Travel distance tnany fire extinguisher must be75'orless. (|FC 906.3)(NFPA10,5.4) 9: 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 agross weight not exceeding 4U 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 isnot more than 3Ifeet (lUG7mm)above the floor. The clearance between the floor and the bottom ofthe installed hand-held extinguishers shall not beless than 4inches (1O2mm). (|F[9O67and |F[ 906.9) , lU: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|F[9O65) ll: Fire extinguishers require monthly and yearly inspections. They must have atag orlabel 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 beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections cf 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) 13: Maintain fire extinguisher coverage throughout. 21: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may rrequire relocation and/or addition ofaudible/visual notification devices. (City Ordinance #Z437) ZO: All new fire alarm systems ormodifications toexisting systems shall have the written approval o[The Tukwila Fire Prevention Bureau. Nuwork shall commence until afire department permit has been. obtained. (City Ordinance #Z437)(|FC9OI.2) 15: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall bemaintained inanapproved manner, (IFC385l) 16: 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) 17: Flue spaces shall be provided in accordance with international Fire Code Table 3208.3. Required flue spaces shall bemaintained. 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #2437) 18: Any overlooked hazardous condition and/or violation uf the adopted Fire orBuilding Codes does not imply approval of such condition orviolation. 19: These plans were reviewed byInspector 5ll. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(ZO6)57S-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2O6)43D'935O 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 S|-EPUXY/EXPCONC � fe5 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Di G( - 63L/5 Project No. Date Application Accepted: /e- " el Date Application Expires: if -' 24 - 20 (For office use only) 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. **Please Print** SITE INFORMATION Site Address: ) t313' O 0 `' Tenant Name: King Co Assessor's Tax No.7 v 6 1 0 — 0155 AtAe-S M-" 1w /fie PROPERTY OWNE /� Name: (Pf 1242E6 ( ` `lf } f Address: / S ! O I ,� 1i L )_S jb City:_-� State: Zipge'�", t V , , , 1 IA_t LA__ ae CONTACT PERSON — person receiving all project communication . Name: On vm-- 1 - 1 r, 1 , n wI l(/ 1. '� t6h Address: 5 c o G U► J City: State:/ , i — Z 6 Phone: Zc" —_ z.0-2 ` Oo V Email tATC- Oe 14----1/L„d-.og t £ v\ DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Address: City: State: Zip: Phone: Email: GENERAL CON TRACTOR INFORMATION Company Name: 1 " i Address: 5V 0 (.ts% KO City: Tle_A J State: GOA- Zip.l305 Phone: 9 .. "ZS-- ^ 2_0-1--0 05 i St Contr Reg No t► A (.. l ' 0 ite: I r �� i5Q) Tukwila Business License No.: �V .,a�5 1 Suite Number: Floor: t New Tenant: Yes ❑..No ARCHITECT OF RECORD Company Name: Address: City: State: Zip: Phone: Email: ENGINEER OF RECORD Company Name: BAiksl i___ I 1(V C par Address: '� I ( 2,2- ' 144JC "eZips City: lL" -T State, 6U31 `' l 7 Phone: i)/b ,. ' 5 ( — � , (. Email: /�-W�'�ll 1� cToj t• LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: k lc su ie_s. ,,,,�� Address:' S b 30 6 ( L frA p1 t✓ Au�-S. City:—r h/ , , t, l State: UJ Zip:, si €e MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: Address: City: State: Zip: Phone: W:\Permit Center (Rachelle)Wpplications\Word\Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ a 3 00 , Dribe t e scope of work (please provide detailed information): cc I 0.) BtAtis 0,(-2- 53,--(4-iitl-eb -F'stoR____ ba4AJ pi-r\i3O Will there be new rack storage? '.Yes a. No Existing Building Valuation: $ r1/4) 04-Alt le' • 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 1st Floor rd Floor 3rd Floor Floors thru Basement Accessory Structure* Garage 0 Attached 0 Detached - Carport El Attached 0 Detached Covered Deck Uncovered Deck PLANNING DIVISION INFORMATION — 206-4 Single family building footprint (arca 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: Will there be a change in use? Standard: D Yes Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATE ALS - 206-575-4407 Sprinklers Li Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Sa No Data Sh5Aqs. PUBL C WORKS INFORMATION — 206-4 -0179 0 ...Permanent Water Meter Size (1) . Lil...Temporary Water Meter Size (1). 0 ... Water Only Meter Size " WO # (2) " WO # (3) " WO # " wo # wo # 0 ...Sewer Main Extension Public 0 Private El (2) " WO # (3) " WO # O ...... ..Deduct Water Meter Size O ...Water Main Extension Public 0 Private 0 WAPemal Center (Rachelle) \ Applications \ Word \Construction Perron Application Revised 6-2019.docs Revised: June 2019 Page 2 of 3 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), 1 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 071/R1kI45TH0 Signature: Print Name: ENT: LLL rr) (2 M-Py\IW 051r ne)(\'' fl-t4a-S Uf-aa y Telepho Mailing Address: boc SL--) Dal: ) CO 2-019. 0,EAA-) cJ 1605-7 City State Zip WAPermit Center (RachelleykApplications \Word \Construction Permit Application Revised 6-2019docs Revised: June 2019 Page 3 of 3 DESCRIPTIONS ACCOUNT 1 QUANTITY PermitTRAK D19-0345 Address: 18360 OLYMPIC AVE S DEVELOPMENT PERMIT FEE Apn. 7888900155 R000.322.100.00.00 0.00 623.37 $605.77 51.9 PLAN CHECK FEE R000.345.830.00.00 0.00 $228.79 WASHINGTON STATE SURCHARGE B640.237.114 0.00 25.00 TECHNOLOGY FEE $17.60 TECHNOLOGY FEE R000.322.900.04.00 0,00 $17.60 TOTAL FEES PAID BY RECEIPT: R18905 $623,37 Date Paid: Thursday, October 24, 2019 Paid By: MR. RACKS Pay Method: CHECK 9242 Printed: Thursday, October 24, 2019 8:48 AM 1 of 1 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: t< 571-1.....cs- Type of Inspection: Address: 33(J Ckt- Pic Date Called: Special Instructions: ' ' f)� -�► C)77` Date Wanted: - 2 1? — a. Requester: Phone No: t ` 2- 5-1 7 95-- 319 Approved per applicable codes. El Corrections required prior to approval. 'COMMENTS: k herigoozo ) Inspector: Date: 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) 431670 Permit Inspection Request Line (206) 438-9350 Project: fT i C/47S Type f inspection: Address: /6360 CDLyM AC '� $ Date ailed: Special Instructions: ROE w/ /07 BAYS ,vth nif-,L / L,YG �i4 - `Date Wanted: 7 -^ 2D a,m. p.m. Requester: ,. Phone No: / -2-5 9 —197-r 7 n proves per applicable codes. Corrections reauired_prior to approval. CO MENTS. 4j f y - s'77 4--4 N e.o40 ✓ -- n s pector: Date: 02 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. G 734E ,eso 6u ra Oor ofe4 7V 7,1t pug('c . /R 1.42. Craft Toe Froxit4 Ty s . 1?k . 1. e> Spry Srrt ars.) a. 4.0 Tl eaav, c ccp) R a 4.0 4.T. 44.) LOA = O.C7< . P 4. D 4- O. Zs 1 pulk. >.Acx Low pelt t.sd i pe, )12.403 'Iyp 4 : 1,400 ( Cc) �) Tift e A ; 14 ¶(s4 k133 444/ci i yee e too /L ve i. -1 r<4.. " 3 AO t.e' 4c . JL Pj ! 1,0 cLI Uri" b'tL c r-t 010 s Vt,ia,l".1I1LI w! -Yp: G t sr t� %J -2 a. }S$ 3 < Z, 340 14 stsu G9M O4 roe L4 vet. DNU/ 4-'/zOR- 5Y Sf/111'5o 04. = 4-18 s'' I gbVo aGctLa 0 t'4 4.9004t.1.1u L rt 4344.4. 3S/a z a.547t'e wink- ko3ufDRs (3 R-3O 7 )I171 ha S 4 Tv 4E03 * 1/4 SAG. aRecc = CC)-C31 PA Y2 7 Cs Ip tJs 4t 0 ! 140.41 cZw 44-3 .. V. 31.3t * V * 174.7C,vse pCirte bu4L ,zusp&c Ti v 4 I 44 epk < L?A RECEIV D CITY OF TU WILA OCT24019 PERMIT CE TER Job Title Checked Aose • Fi•a,1s yyp 'max Coo (4t macaw. A r.�,1.0 OSJAtIs (744- 5. ' + S.a)( Abt Ate. p 11 Gt Crfzet. &JQ M©a s«43 4.4-s.04-)+015 • 141 ✓ r dTJ© PAST u* / 44A. 1zs.lZ3 ItAtts X? M o?f of A SRfge' Pao srD. i.J&)s : Sx ?.pis �«- AIA 3 4•4i-io k- Vs1,04 cst Sri W Ado +s 0 7 C.3Sk" G Ia 5a Job Title By Ark. Jab NO- sheaf 3 of 3 City of Tukwila Department of Community Development November 22, 2019 MATT PREVOST 500 SW 16 ST RENTON, WA 98057 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D19-0345 HK SALES - 18360 OLYMPIC AVE S Dear MA 11 PREVOST, 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 depai tinent 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. • 1) Per International Fire Code Table 3206.2, smoke vents are required for the proposed storage. Please submit a plan showing location of existing/proposed smoke vents. 2) The emergency egress lighting fixtures do not appear to be aligned with the path of egress. A minimum 1 foot candle average of emergency lighting illumination will be required throughout the path of egress. Also, additional exit signage is needed along the path of egress to indicate the location of the exits. 3) The building columns shown within the double row racks, will require sprinkler protection at the 15 ft. level if they are metal columns. 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. 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, Frankie Alexander Permit Technician File No. Di9-0345 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 -PENT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0345 DATE: 11/27/2019 PROJECT NAME: HK SALES SITE ADDRESS: 18360 OLYMPIC AVE S Original Plan Submittal X Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n AM Fire Prevention Structural 141 Planning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 11/28/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 12/26/2019 Approved Corrections Required LI (corrections entered in Reviews) Approved with Conditions n Denied (ie: Zoning Issues Li Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Ei Fire 0 Ping 0 PW 0 Staff Initials: IZ/18/2013 P. . COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0345 PROJECT NAME: HK SALES SITE ADDRESS: 18360 OLYMPIC AVE S X Original Plan Submittal Response to Correction Letter # DATE: 10/24/2019 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ktV 0 Building Divis Public Works Fire Prevention Structural Planning Division Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/29/19 Structural Review Required REVIEWER'S NITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (correc(ions entered in Reviews) DUE DA 1E: 11/26/2019 Approved with Conditions Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire PIngD PW 0 Staff Initials: 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: 11-25 -2019 Plan Check/Permit Number: D19-0345 0 Response to Incomplete Letter # El Response to Correction Letter # 0 Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner 0 Deferred Submittal # Project Name: H K Sales Project Address: 18360 Olympic Ave S Contact Person: Matt Prevost RECEIVED CITY OF TUKWILA NOV 2 6 2019 PERMIT CENTER Phone Number: 206-697-1241 Summary of Revision: Item #1 Smoke Vents added to floor plan. (4) Total ... Missed Cad Layer.. Item #2 Added (2) lighted egress emergency exit signs, and reflective directional exit signs. Moved (2) of the overhead emergency fixtures into the aisles. Item #3 Building columns are made of wood with steel baseplates. Note added to floor plan. Sheet Number(s): (1) Revised Floor Plan Dated 11-26-2019 "Cloud" or highlight all areas of revision including dat; of revision CLOUDED — Received at the City of Tukwila Permit Center by: Entered in TRAKiT on I ( ZIP 19 CAIJsers \Matt \Desktop \HLIC Sales Revision Submittal Form 11-25-2019.doc Revised: August 2015 CP Labor & Industries (https://lni.wa,gov) ontractors MR RACKS LLC Owner or tradesperson Principals Ferguson, Carey Scott, PARTNER/MEMBER Ferguson, Julie Lynn, PARTNER/MEMBER Ferguson, Carey Scott, AGENT GONSER, BRETT, PARTNER/MEMBER (End: 04/30/2013) MCLENDON, ROBERT, PARTNER/MEMBER (End: 04/30/2013) Doing business as MR RACKS LLC WA UBI No. 602 779 014 500 SW 16TH ST RENTON, WA 98057 425-207-0058 KING County Business type Limited Liability Company Governing persons CAREY FERGUSON JULIE FERGUSON; 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. MRRACRL924BN Effective — expiration 01/03/2008— 01/17/2020 Bond AMERICAN CONTRACTORS INDEM CO Bond account no. 100031015 $12,000.00 Received by L&I Effective date 01/03/2008 12/20/2007 Expiration date Until Canceled 10§YTATIPP, Ohio Security Ins Co $1,000,000.00 Policy no. BKS 54574031 Received by L&I Effective date 06/26/2019 06/29/2017 Expiration date 06/29/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings \7\ t(\01 NOTES: 1. ALL PALLET RACK POSITIONED TO LEAVE A 6" FLUE SPACE MINIMUM ON ALL SIDES WHEN LOADED. 2. NO SOLID SHELVES 3. WAREHOUSE AREA IS APPROXINIATELY 14,200 SQ. FT. I I I S:,,,�.h,Fi,dI9,yJS ­f S. WA 8 08 071105 4 206.232.8569 1�1 206.340.6100 Parcel Number. 788890-0155 g - --� . , 42 Name. RREEF CPIF OLYMPIA PROP LLC Zw Site Address: 18360 OLYMPIC AVE 8 98188 Columbia Fire C Legal SOUITHCENTER SOUTH INDUSTRIAL PARK LOTS 19 + 20 Mir Rocks, LLC­" October 22, 2019 AMEND TUKVVILA SHORT PLAT NO MF 78-19-88 RECORDING Attn: C'noy Ferguson Re: HK Sale NO 78072107M SD PLAT DAF - BEG SW COR LOT 16 PUT OF Tukwila, WA 360 FT TH N 111-23-50 E 698.25 FT TH ALG CURVE TO RGT RAD SOUTHCENTER SOUTH INDUSTRIAL PARK TH N 78-36-10 W Dear Carey, The following is a narrative ofhow we got to our conclusion and proving the existing sprinkler system was MEN, adequate to support the storage arrangement. E 110 FT ARC DIST 172.79 FT THRU C/A 90-00-00 TH 8 78-36-10 E ESEPARATE PERMIT 'T REQUIRED JFOR' 480 FT TH ALG CURVE TO RGT RAD 110 FT ARC DIST 172.79 FT Based on the current Sprinkler System design density of.39 gpm over 5600sqft, 165 deg sprinklers. The M proposed rack storage single and back to back rocks will be spaced with 8' wide isles at a Top of Storage at 20'. The Mechanical P 0' _I r THRU C/A 90-00-00 TH S 11-23-50 W 648.25 FT TH ALG CURVE reposed commodities are: Electrical 35% PVC Fittings in cardboard boxes Plumbing TO LIFT RAD 50 FT ARC DIST 78.54 FT THRU C/A 90-00-00 TH 30% Steel and Aluminum flexible conduit as P'pl 20% Connectors (copp, r and aluminum panelboard lugs, splice kits, etc) Gas Piping f T " .1. N 78-36-10 W TO FOB 5% Dry Trunsfiromerse City of Tukw a ..... . ..... 0, 5% PVC Elbows in wooden crates BUILDING DIVISION 5% Electrical cleaners and lubricants Analysis and Design of Racks Conform to the 2015 IBC SEC 2209. Based on the proposed commodities we determined the commodity as Class III. Per NFPA 13-2019 21.4.1.2, Figure 21.4.1.2 (c), Curve B the Ceiling sprinkler density would need to be The ANSI MH 16.1 - 2012 Code and Section 15.5.3 of ASCE 7-10 Using the .38gpm over 3000sqfl. Which is less than the current .39gpm over 5600sqfl, to ASD Method: V­.67-C.s-I.p-Ws. 1p=1.0 We have determined the current sprinkler system is adequate for the proposed storage. RE.VISIONS U CV sr3;1 te �,iaae 10 tre scope Facility is not open to the public: Please contact me ifyou have any questions. No '�- a-'DrOvIi or Me oj wori, wonoul P- Tukwila Building D'v's"In Years Truly NOTE- Revisions Will reautfe a new plan In, Scope of Work: Deliver and Install (107) Bays of Pallet Rack per Seismic Wes Hamilton submittal and mav inciude addittonal plan review. Calculations, Stamped Floor Plan and Detail Sheet. Special Sales Estimator 206 232 8569 Office 206 245 5877 Cell W Anchor Inspection Included. 16 64 U Z gn ra Engineer: Basil Kattula Contractort Mr Racks LLC. P.E. - SE, ID # 12660 500 SW 16th St SW U 21122 126th Ave SE Renton WA 98057 <� ---- ------ Kent WA 98031 Reg: CC MRRACL924BN I I I So,th Fiodl,y Sir-f S­11,, WA 98108 071105 111 1:,,,;l F!ndI.',sI­t 206-851-7303 UBI: 602-779-014 s. ' WA 9 . a 071105 Z 206.232.8569 19 0 Contact: Matt Prevost .. ��ww C,1­b 206M2.8569 111 206.340.6100 U FIRE PROTECTION NOTES: C.olumbia,F.ire Columbia Fire Mr. Racks, LLC October 22", 2019 Attn: Carey Ferguson or in storage racks to a maximum height of 10 ft (3 in) Re: HK Sales (5) Class IIIB liquid: 13,750 gal (52,000 L), maximum 15 ft 1. DESIGN DENSITY OF SPRINKLER SYSTEM: Tukwila, WA (4.6 m) high pile stored on floor, with no rack or other sto ge above or in storage racks to amaximunt height of .39 GPM OVER 5,600 SOUARE FEET. Dear Carey, 15 mft (4.6 in) (PER WSRB REPORT APRIL 10, 1M.) The following is a narrative of flammable liquid storage IF the sprinkler system is designed to.5 I goat over 43J 2. TEMPERATURE RATING OF SPRINKLER HEADS: 166 F. 3000scift. The current system is .39gmp over 5600sqft, I believe the current sprinkler heads installed are Its sprinkler Flammable liquids, as defined in 3.3.33.2 and 4.2.3, heads, o get the system to hydraulic calculate to .5]gpm over 3000sqft it will take a lot ofpressure to make the 8k shall be classified as Class I liquids and shall be further sulaclas 3. TYPE OF PRODUCT. (SEE ENCLOSED FIRE ANALYSIS.) sprinklers, to work. This is where changing the sprinklers to I Ik heads may be required to make the system work. Either sifted way a survey ofthe existing system and a hydraulic calculation will be required to prove the system works. in accordance with the following: 4. TOP OF STORED PRODUCT NOT TO EXCEED: (1) Class IA Liquid -Any liquid that has a flash point below Below are the quantities that will be permitted to be stored and the storage arrangement, 73'F (22.8'C) and a boiling point below I 00*F (37.8'C) TYPE 'Aw 9'6' -- TYPE 'B' 12'6' -- TYPE 'F' 15'6' (2) Class IB Liquid -Any I iquid that has a flash point below FILE 0 Y 2.8 General-purpose Warehouses. 73'F (22.8*C) and a boiling point at or above I OWE Peffialt No. (37.8-C) TYPE '(7 and wGI'18'6w 112.8 .1. Class IB and IC liquids in containers of 1.3 gal (5 L) or less capacity, Class 11 liquids in containers of 5.3 gal (20 L) or (3) Class IC Liquid - Any liquid that has a flash point at or Plan review approval is subject to errors and 5. APPROXIMATE CEILING HEIGHT- 277' 257 TO TRUSSES less capacity, Class INA liquids in containers of 60 gal (230 L) above 73'F (22.81C), but below I 00*F (37�8'C) omissions. Approval of construction documents does or less capacity, and Class BIB liquids in containers, intermediate riol authorize the violation of any adopted code or bulk containers, or portable tanks of275 gal (1040 L) or 4.3.2 Combustible liquids, as defined in 3.3.33.1 and 4.2.2, ordinance Receipt of aporoverl Field Copy and less capacity shall be permitted to be stored in warehouses that shall be classified in accordance with the following: -gtro &Isa ow handle combustible commodities, as defined in NFPA 13, Standard (1) Class 11 Liquid - Any liquid that has a flash point at or By, for the Installation of Sprinkler Systems, provided that the above I 001F (37.8'C) and below 140'F (60'C) Co storage area for liquids is protected with automatic sprinklers (2) Class III Liquid - Any liquid that has a flash point at or Date. ca in accordance with either ofthe following: above 140-F (60-C) Cj�, of T=Ja IVISION r (1) The applicable provisions ofNFPA 13 for 20 ft (6 in) high (a) Class IIIA Liquid -Any liquid that has a flash point at BUILDING .0 Co storage of'Claca, IV commodities based on the storage con or above 140'F (60*C), but below 200'F (93*C) CLO') figuration (b) Class HID Liquid -Any liquid that has a flash point at ofthe liquids or above 200*F (93'C) E -_ r Q. 12.8.2 The quantities and height of liquid storage are limited Please contact me ifyou have any questions. REVIEWED FOR 0 A to the following: CODE COMPLIANCE (1) C;as IA liquids: not permitted V EJ EL (2) C as: IB and IC liquids: 660 gal (2500 Q, maximum 5 ft Yours Truly APPROVED V) 1.5 m) high pile stored on floor, with no rack or other Wes Hamilton I LA.1 Sales Estimator 206 232 8569 Office 206 245 5877 Cell 0 1 81 01! -19 I'_ (forage abo c DEC 18'2019 bi� �14 CFJ 3) Class 11 liquid: 1375 gal (5200 L), maximum 5 ft (1.5 m) high pile stored on floor, with no rack or other storage above t fT (4) Class IIIA liquid: 2750 gal (10,400 L), maximum 10 If (3 m) C I P high pile stored on floor, with no rack or other storage above City of Tu i1a DRAWN BY' BUILDING DIVIS EION MTP Sc". 3/16' = I' DATZ D19 034-5 10-22,3- DRAWIZ RECEIVED CHEMD HK CITY OF TUKWILA OCT 2 4 2019 SHEET NO. PERMIT CENTER 1 or 3 SHRUS I MIAH, 1. ALL PALLET RACK POSITIONED TO LEAVE A 6" FLUE SPACE 56'- loft I 14'-1 011� it 1� 30" X 121V 30" X 120"1 30" X 120't� 30" X 1211 30" X 120'tl 30" X 1211 30" X 12 1 30" X 120"11 30" X 120"1 30" X 120 30" X 14 ft HIGH - TYPE A RACKS --9'6" TOP OF STOREDM,,_I,,, 14 ft HIGH - TYPE A RACKS -- 9'6" TOP —" )TORED I 4411 X 96.511,1 4411 X 96.5111 4411 X 96.51�i 44" X 5 f 4--t If X 9-6. 51OZ-- 6'- 1121- 9051i,17-4,-VT x —96.P; 44" X 96.5"i� 44 'X 96.5't "X I20'tj .. .. . ....... .... 10 ft HIGIr --Ti rp, A RACKS -- 9'6" TOP OF STORED 10 ft HIGH - TYPE A RACKS -- 9'6" TOP OF STORED 3' T 36" X 96" 36" X 96"1 36" X 106"jil 36" X 96't� 36" X 96'�! 36" X 96"� 12 ft HIGH - TYPE A RACKS -- 9'6" TOP OF STORED 36" X 1061 36" X 96' 36" X 96'tl 36" X 911 36" X 106'� 36" X 106ti . .. .. . . ... ..... Y 12 ft HIGH - TYPE F RACKS -- 15'6" TOP OF STORED RELOCATE RELOCATE FIXTURE 11-25 FIXTURE 11-25 2 ft HIGH - TYPE F RACKS -- 15'6" TOP OF STOR D 16 ft HIGH TYPE G RACKS -- 18'6" TOP OF S 4 42" X 120 4 2 '4) 1 3611 X 111 36" X 106'ti 30" X 111 36" X III 4i�i 1441'1111///42� X 144'1,11 42" X 96"", 42" X 106"� 42" X 106'! 42" X 106'ti 42" X 111 42" X 120"1 42" X y 144'il 16 ft HIGH TYPE G RACKS -- 18'6" TOP OF STORED 16 ft HIGH TYPE Gl RACKS 18'6" TOP OF STORED --t 44" X 96": 44" X 96"1 /4" X. 9611, 44" X 96"' ]! 44" X 9611 44" X Vi 42" X 96"il 42" X 106"1 42" X 1211 42" X 106" 16 ft HIGH TYPE G RACKS -- 18'6" TOP OF STORED m �� 1 Rf� 6 ftl, -`iH TYPE G1 RACKS -- 18'6" TOP OF 44" X 96'11 4411 X 9611� 44" X 96!� 44" X 96`91� 1T-7,1Zj' I 11 - 12'-5�y 16 ft HIGH TYP4-,GT-PACKS �4X 9 67 44" X 96"'; 44" X 96", 1 44" X 96"� 44" X 96"' 44" X 9 4" X 961 44" X 96'� 4 44" X 96" 02 IT-O" 18'6" TOP OF SqiO�RFo 16 ft HIGH TYtPW\G� RACKS -- 18'6" TOP OF STORED I x I 4IGH TYPE G1 RACKS 18'6" TOP OF STORED , \ / I x ��12 ft HIGH - TYPE F RACKS 15'6" TOP OF STORED 16 ft HIGH TYPE G1 RACKS 18-6" TOP OF STORED 38" X 117"I'l 38" X 117'� 38" X II 36" X 120"11 1 44" X 96'�i 44" X 96"1 44" X 96". 44" X 96't� 44" X 96"ii 44" X 96"': --91 1 tv- 0 36" X 120"1 36" X 1211 36" X 96!i 36" X 106",,� 12 ft HIGH - TYPE F RACKS 15'6" TOP OF STO m T 1 44" X 96",� 44" X 9Vi 44" X 9(1 4411 X 9V,1 4411 X 96", 44" X 96": ...... ..... --46 ft HIGH TYPE G1 RACKS -- 18'6" TOP OF STORED m EEL, SMOKE VENTS ------------- ADDED 11-25-2019 911 x 11 " WOOD BUILDING COLUMNS 9 1/211 x 19" STEEL ANCHOR BASE ADDED 11-25-2019 360 X 96�1� 36" X 8 ft HIGH SHIPPINC TOP BEAM AT 7'- t CALCULATIONS R� SEE DETAIL SHEEI ANCHOR SPECIFId 36" X 10 ft HIGH - TYPE B RACKS -- 12'6" TOP OF STORED 44" X 117",�� 44" X 117"'i 44" X 117"� 44" X 117"�� 44" X 117't� 44" X 11TI 44" X 106"l 44" X 106'' I [I 60'-2" ADJACENT TENANT THIS Yf 71-21 Y-i Ott 5 20 RIF-VIEWED FOR CODE COMPLIANCE APPROVED DEC 18 2019 LCity of Tukwila BUILDINfG DIVISION] CORRECTION LTR#---�-- RECEIVED CITY OF TUKWILA NOV 2 6 2019 PERMIT CENTER z z T On Utz U z ht 0 U 00 Do 0 00 E 2*:: :he CO :3 DRAWN BY. CF SCAU. 1/81p = 1 $ DATE: 11-26-2019 DRAIVIA117 NO: ,'HEff NO. 2 OF 3 SMffS 1 -1 1 ' 1,10,001 , I ' , ' I SCALE: 1/4" =F I I - f 11 a _Z. 2'-6", 3', OR 3'_81' fm TO Mcem 1,000 LB 90'TAM 1,000 LB 1,000 LB 1,000 LB RACK TYPE 02AD' ,8t-6", W-10", 9'-9" OR 101 Tm OF amm NOT TO EXCEM Wr TALL 2,400 LB 2,400 LB 2,400 LB _8', 8-40", 10'_ OR 12' TC? CF VOTTO Excm VWTALL 2,400 LB 2AI-00 LLB 2.4-00 LB HTIEPTIORIFE61-01 11121 8-40" OR 91-911 Top Or _ GMM> NOT TO EXCED 1,500 LB 1,500 LB 4'or8'----- Tm OF `0 STor� fmT To MOE> IVWTA.L I I - , MI STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BY SPACERAK OF LODI, CA OR EQUAL 2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS FOR SELECTIVE RACKS SHALL BE AS FOLLOWS: (a) BEAMS AND COLUMNS Fy=50ksi Fu--65ksi. (b) BRACING STRUTS Fy--36ksi Fu7-58ksi. (c) BASE PLATES FY=36ksi Fu-758ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE AS SHOWN ON ELEVATIONS THIS SHEET 4. CONCRETE SLAB IS GIVEN AS 5 1/2" THICK WITH fc=2,500 psi. 5. ALLOWA13LE SOIL BEARING PRESSURE IS GIVEN AS 2,000 psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT II WEDGE ANCHORS. USE: (a) RACKS TYPE A, & B: ONE (1) 1/2"0 X 5 1/2" ANCHORS WITH A 3 -21" EMBEDMENT PER BASEPLATE. (b) RACKS TYPE F, & G: TWO (2) 1/2"0 X 5 1/2" ANCHORS WITH A 312" EMBEDMENT PER BASEPLATE. (c) RACKS TYPE Gl: FOUR (4) 1/2"0 X 5 1/2" ANCHORS WITH A 3 12" EMBEDMENT PER BASEPLATE. PERIODIC SPECIAL INSPECTION IS REQUIRED AND SHALL BE COMPLETED PER ICC ESR-3037. 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2015 IBC SEC 2209, THE ANSI MH-16.1 2012 CODE, AND SEC. 15.5.3 OF SEVASCE 7-10 USING THE ASD METHOD WHERE: V = 0.67 C, Ip WS AND �= 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED) S�-- 1.42 C, = 2.5 C,/R AND C, = 0.379 FOR THE GIVEN ADDRESS AND SITE CLASS D R = 4.0 TRANSVERSE (BRACED) DIR. S170.53 R = 6.0 LONGITUDINAL (MOMENT) DIR. E,7 1.0 10. PROJECT HAS NO FIELD WELDING, ALL WELDING IS COMPLETED IN THE SHOP BY LICENSED WELDERS 11. THERE ARE NO SHOP DRAWINGS FOR THIS PROJECT. THIS DRAWING SHALL SERVE AS THE PROJECT SHOP DRAWINGS. EXITE%;G NOTES: 1. EXTERIOR DOORS ARE YSWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. 2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE Racks are not to be loaded prior to Final Building and Fire Inspections and Approval. CUSTOMERS INITIAL. 5/8" DIA� 2 HOLES 3' 3/4'i 3/16" 3/16""; 10GAATHr- /-.375 R BASE PLATE DETAM C (0 cl RACKS TYPE A & B 2" M. 1-1/8" 1/4" REF. 14 GA THK.� 7/8' 13 0 0 I 5/8"-J R1/8" .531 SQU E/ COLUNIN DETAIL R 3" (0 (0 ::� 1-1 1/8" 2-M.- -1/4" REF AS NOTED 12GA THK�N 17/8 T 0 0 0 --"-T3" '*-RI/8" .531 SQUARE TYR COLUMN DETAIL RACKS TYPE G1 14 GA__�" i 13/8" COLUMN STRUT .37 R _T 3" _ASNOTED- 14GATH �-1/4" REF. :+8"T Y .531 SQUAREJ 3/4" TW, COLUMN DETAIL RACKS TYPE F & G 14 GA-0 10 GA OR 3/V'THK T COLUMN STRUT RACKS TYPE A, B, F & G BRACKET ASSY. AS NOTED 6" BEAM SECTION 14 GA THK ASTM A572 GR50 BEAM DETAIL RACKS TYPE A FOR 96.5" SPANS ONLY V 3/16" 5/8' 0 HOLE 9") 1 �4 M301.114JIN 3/16" V BASE PLATE DETAIL RACKS TYPE F and G BASE PLATE DETAIL RACKS G1 ONLY 3/8"THICK BRACKET ASSY.- AS NOTED 6" 0 __ 1 L \-BEAM SECTION 14 GA TH ASTM A572 GR50 BEAM DETAIL 8" 0 0 RACKS TYPE A FOR 96" - I OV& 120" SF RACKS TYPE B FOR ALL SPANS RACKS TYPE F FOR ALL SPANS RACKS TYPE G FOR 106" & 120" SPANS RACKS TYPE G1 FOR 48" SPANS BRACKET ASSY AS NOTED BEAM SECTION 15 GA 1H ASTM A572 GR50 BEAM DE RACKS TYPE G FOR RACKS TYPE 131 FOI OCT 2 4 2019 %WREVIEWED FOR I CODE COMPLIANCE I APPROVED DEC 18 2019 City of Tukwila 02 ZW aw R R-. �31 � I jR P4 >� Z Z U Co m z U z 0 U -04 !'l V) Do woo 00 Cn E (n -a-39: Lao _W �Ie 00 DRAWN BY. CF SCALE. AS SHOWN DATk 10-22-2019 DRAWING NO. WN11k11Af1R_.'D; ;Nrr No. 3 OF 3 Sam'S PERMIT CENTER