Loading...
HomeMy WebLinkAboutPermit D18-0176 - ESSENCE CABINETRY - STORAGE RACKSESSENCE CABINETRY 18300 SEGALE PARK B DR D18-0176 Parcel No: Address: 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: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049119 18300 SEGALE PARK B DR Project Name: ESSENCE CABINETRY Permit Number: D18-0176 Issue Date: 9/27/2018 Permit Expires On: 3/26/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: LIT INDUSTRIAL LTD 1717 MCKINNEY AVENUE #1900, DALLAS, WA, 75202 MATT PREVOST 500 SW 16 ST , RENTON, WA, 98057 MR RACKS LLC 500 SW 16TH ST, RENTON, WA, 98055 MRRACRL924BN Phone: (425) 207-0058 Phone: (425) 207-0058 Expiration Date: 1/17/2020 DESCRIPTION OF WORK: DELIVER AND INSTALL (157) BAYS OF PALLET RACK PER SEISMIC CALCULATIONS AND STAMPED FLOOR PLAN. WEDGE ANCHOR SPECIAL INSPECTION INCLUDED. Project Valuation: $65,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: Electrical Service Provided by: Fees Collected: $1,985.12 Occupancy per IBC: Water District: Sewer District: 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 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: 0 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 'Jse: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Prs(Ar\ Date: 01 2;1 1 1 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 agree to the conditions attached to this permit. Signature: (J-4 Mis J Date: C7 /Z) / 2-016 Print Name: V ` f�UO' U -C 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: 19: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 4: 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) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: 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) 3: 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) 5: Maintain fire extinguisher coverage throughout. 6: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 7: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 8: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 9: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 11: 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) 12: 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) 13: 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) 14: 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) 15: 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) 16: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 10: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 20: ***BUILDING PERMIT CONDITIONS*** 21: 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. 22: 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. 23: 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. 24: 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. 25: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 26: 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. 27: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 28: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 29: 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** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC 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. Project No. D N-617(0 Date Application Accepted: Date Application Expires: (For office use only) GO/ 141 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 Site Address: 1 g3 60 6et' ts Le Tenant Name: E� uA-6 ` Ake% King Co Assessor's Tax No.: G'700 21 ()( ( PROPERTY OWNER Name: ar I JS4.i a..� L "'`' Address: 1 43ob 4 Y1L 1Y„ city.:_n) IAA- wwsrZipqA,L.�� l SC? CONTACT PERSON - person receiving all project communication Name: ✓V1 p4 -Cr frtirw D s-Pr— Address: M j r 4,034 Company Name: City: State: Zi9g 0 Phone`/�1,�� 2j3 7�du'�7A Fax: Z 'Tr 7"' Po Email: � f� YC o r ! \"7 I "!' �/r"S 1 UM GENERAL CONTRACTOR INFORMATION Company Name: .L._.` - ^ -V 114 � K+,�v- Company Name: y^ lit__ (/'4/ . L[ Company Name: Address�oo 1 (04.-4....}- Phone.. f 5) .. 7303 Fax: K%/ ps.. Cityy/j n - „ 11'x- l Stater J Zipc (c3O V Architect Name: c� Phone 2s _ 2 67 05 -Sax: Z87. 6 Contr Reg Nin ( „ . �� n� 1-1ZifEr� Date: �' /7 / ao e ( Tukwila Business License No`.g, le A 040 sli i43i (ia H:Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Suite Number: New Tenant: Floor: Yes ❑ ..No ARCHITECT OF RECORD Company Name: .L._.` - ^ -V 114 � K+,�v- Engineer Name:Q, ,�� e\ p (A Company Name: �) I Phone.. f 5) .. 7303 Fax: K%/ ps.. Email: P 1/ A-tt u 10..ld \ 3-10 . Wvati L Architect Name: State: Zip: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: .L._.` - ^ -V 114 � K+,�v- Engineer Name:Q, ,�� e\ p (A Address: 2 1 ) z Z l °Zt44"... goe 5r City: ("C State: j Zip: gas 1 Phone.. f 5) .. 7303 Fax: K%/ ps.. Email: P 1/ A-tt u 10..ld \ 3-10 . Wvati L LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: n/ PC" • v Address: r City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO 206-431-3670 0d Valuation of Project (contractor's bid price): $ 605/ . Existing Building Valuation: $ Q75 Describe scope ofwork (pleasee provide detailledainformation): ':�� i e...4Z v�� c (�e'vA(S f� l -�1� ` nff 2 -0[_ -- f -f e-1 '"Vi c— cLCJ' QAS AIA3b f2 (-Lae- f i 3. 1,JO/ 5C 1/4viakytitoee,i,-- Will there be new rack storage? Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 folloowing: Lot Area (sq ft): / 71 l� S� �-F ea of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that e principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 30 Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: ytSprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Compact: Handicap:_ No If "yes", explain: Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes _1 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper inclu ing quantities and M terialS,a�ety� 1 • to Sheets. •�e'1' " J SEPTIC SYSTEM ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Applications \Forms -Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s1 Floor 0/ Mt( 2nd Floor 3rd 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 folloowing: Lot Area (sq ft): / 71 l� S� �-F ea of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that e principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 30 Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: ytSprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Compact: Handicap:_ No If "yes", explain: Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes _1 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper inclu ing quantities and M terialS,a�ety� 1 • to Sheets. •�e'1' " J SEPTIC SYSTEM ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Applications \Forms -Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFarly VIATION - 206-433-0179 Scope of Work (please provide detailed information): P\ Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila ❑...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 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 apply):.! ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ./ 0 ...Technical Information Report (Storm Drainage)/ ❑ .. Geotechnical Report ❑ ...Traffic Imp. Analysis ❑ ...Bond ❑ .. Insurance 0 /Easement(s) 0 .. Maintenance Agreement(s) ❑ ...Hold H. • less — (SAO) i /i ❑...Hol, 'armless—(ROW) Proposed Activities (mark boxes that atip▪ ly): ❑ ...Right-of-way Use - Nonprofit for1ess than 72 hours 0 .. Right-of-way Use - Profit for less an 72 hours 0 ...Right-of-way Use - No Distut:bance 0 .. Right-of-way Use — Potential ► sturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ i / Non Right-of-way ❑ ❑ .. Highline nton ❑ ...Valley View 0 ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 0 ...Total Cut /cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Si e Sewer ❑ ...Cap or emove Utilities ❑ ...Frontta'ge Improvements ❑ ...Tc Control ❑ �.Sackflow Prevention - Fire Protection Irrigation Domestic Water ❑ . ❑. ❑ . ❑ .. Work in Flood Zorn o .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public ❑ FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer Monthly Service Billing to: WO # WO W # rivate 0 Private ❑ 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip y Telephone: City State Zip H:\Applications\Forms-Applications On Line \20l1 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PLRMIT 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 OWN R OR AUT ZED AG Signature: Print Name: Mailing Address: N OD Y ' `O-- la___ Date: L. _L- LLthay Telephone: -�S ` d 058 1/4144. S City H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh o 7 State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS 1 ACCOUNT QUANTITY PermitTRAK D18-0176 Address: 18300 SEGALE PARK B DR Apn: 3523049119 $1,985.12 $1,985.12 DEVELOPMENT PERMIT FEE R000.322.100.00.00 0.00 $1,926.87 $1,165.07 PLAN CHECK FEE R000.345.830.00.00 0.00 $757.30 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE TECHNOLOGY FEE R000.322.900.04.00 0.00 $58.25 $58.25 TOT4L FEES PAID BY RECEIPT: R14686 Date Paid: Monday, June 11, 2018 Paid By: MR. RACKS Pay Method: CHECK 8121 Printed: Monday, June 11, 2018 10:11 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N.O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ,bkS - I7@ Project: , - c&'e» 7/ Type of Inspection: Address:_Date /�3Od c-0 ‘ /7M Called: ei�'i Special Instructions: S3/0 . Xy Date Wanted: ,lb % INSPECTION RECORD Retain a copy with permit 1)4t �-O/7i,, 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: E5.-.01ce ai, k‘,....A-ka Type of Inspection: Address: alate-f.flezh' E.Po) c� ,c-ivcke,cs Special Instructions: Date Wante Ao -2 -2-ole a.m. p.m. Requester: Met— Phone No: 411111IIA� _ 7O(0-3 0 Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: Date://6/2//s/ 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 (206) 438-9350 bia-oi 7, Projeec€Y o t:-^,, //) J_SS lel t rve ' Type of inspection: Sr III (8. Address: I�3ol� S trir' c •-- _.- ..: . : ":01.-i 1/c Special tnstructi� Da anted: a.m. /D - Z— Zyc' p.m. Requester: Phone No: /- 06,-697-/211/ ❑ Approved per applicable codes. 1J Corrections required prior to approval. COMMENTS: ni5 day/4xp AtrticAcr a,4-1 Inspector: �/ L 10ate:/o/z,REINSPECTION FEE REQUIRED. Prior to next inspecf must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Ali-(;/ 7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type -F-C-,C?n\J C r ca of Inspection: Address: Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: `f Date: Fire Alarm: IA, / Hood & Duct:., ' Monitor: Pre -Fire: r i{ f -e-6, (-Lc ks 6 „9y ve �v S r ; vv: 1A,/,1,1 .g___ ✓4Ctc)Q. 1 f�i(A ya. ces 04_0f N., 1�rvt..ed Fi it k- -6 1/I ct, ( (;-; I)• G / 0 d ,i r Needs Shift Inspection: Sprinklers: `f Date: Fire Alarm: IA, / Hood & Duct:., ' Monitor: Pre -Fire: Permits: Occupancy Type: 5 — 1 Inspector: 4syi S 4r Date: 1/ li S // K Hrs.: I j $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 j Project:, � ��, �._.,�.�ype ,e1-.0.-/ /v FTS -(4 of Inspection:. N �_ Address: Suite#: ( �Od c►Ct(e. ,p a- d Contact Person: i').r F.), Special Instructions: p / Phone -No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: S 7'06 k -' 4 ?y f i -r Ai 61— 42 -1e\ -Q 6-L\ P,+02 ib F,,Mt fN5touziidi\1 S Hood & Duct: "./ /kit -et em402. L(4r` ( INC+ /tspf.- Pd i. /l— V6-0 Monitor: 7 c Esc 7?) sr od /06,4r AA- t i -r- " YL - /-4v2 s 1/.6p! A , -L- - Cd ` ESQ Z . 1F .jd-1( VR/ta- N - /hr; OFFivt�•J6,S t3 .q-Lte.ti i OFF -NI e /1'19//./777 f G !/t i 1�1z,/vG .44i-/'�ZJ s 6 �` Low 6" ?R Sv.0 l -S C °- 'I /Ai 777z vet S tDr 7 P7a f /N r Needs Shift Inspection: 1/41 ' Sprinklers: 6'4 -Date:/ Fire Alarm: in/ F- Hood & Duct: "./ Monitor: 7 Pre -Fire: Permits: 'Occupancy Type: S-- / Inspector: f- 6'4 -Date:/ r2 f/� Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Client: Essence Cabinetry 18300 Segale Park Drive B Tukwila, WA 98188 Contact: Mr Racks Field Report Report #: 73436 Project Number: 18-714 Permit#: D18-0176 Project Name: Essence Cabinetry Address: 18300 Segale Park Drive B Inspection Performed: Proprietary Anchors Date: 9/28/2018 Time: Temperature: On site for the following: 1) Verified 65ft./lbs. torque for 1/2" diameter Simpson Strong Bolts at new racking. All work completed per contract documents and meets manufacturers specifications ESR -3037. RECEIVED CITY OF TUKWILA OCT 10 2018 PERMIT CENTER Distribution: • Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner ❑d Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Blisserd, Jonathan (JD) Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0761 CONCRETE REPORT Report Number: RC363556 Permit Number: D18-0215 Project: Boeing - Bldg. 9-101 ADC Thermoplastic Press Address: Building 9-101, Tukwila Inspector(s): Dwayne Helgeson Description/Location: Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 8/31/2018 Inspected the placement of reinforcing steel and concrete for trench infills at corners east of grid W and west of 2 line as well as center gridlines X.5 -Y.5117.5-18.3. The inspected work was found to be done as per approvd project douments. Rebar Verified: Yes 8/31/2018 Dwayne Helgeson (Grade 60) Mfg: Cascade Placement Data, Stoneway 448174 5"t1" .43 N/A 32 Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Line Pump Consolidated: Yes Required Strength: 4000 psi @ 28 days Sampling and Testing Data Time ASTM C 172,.Cs31 Made Cast Samples: 1-4 10:20 am Design 0: Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Actual Batch Weights/Cubic Yard 450# Type: 1711. 1428# 1943 lbs. 3/4" 230# Admixtures (specify): 25 oz. ADVA, 21 oz. ZYLA 630 Cubic Water Slump Air % Conc.Temp Yards Added C143 . C 231 ' C::1064 11.00 27 gal. 5" 71°F Slag (lbs): 80# Ambient Truck Ticket Temp No No. 68°F 458 899379 Weather: Inside Date Samples Picked Up: Slump Range: 5" Air % Range: 9/4/2018 Initial Curing Method: ASTM c31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments - . City of Tukwila Inspector Bill Centen approved this work as well. REINFORCING/PLACEMENT: Conforms: J Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Date Cure 1 9/7/18 2 9/28/18 3 9/28/18 4 9/28/18 *= Discarded Age Size Area Weight Max Load Strength (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) 7 4 x 8 12.62 8.8 49,200 3900 28 4 x 8 12.56 8.8 68,940 5490 28 4 x 8 12.56 8.8 67,030 5340 28 4 x 8 12.56 8.8 64,310 5120 Tested in general accordance to: ASTMC39 I ASTMC617 ❑ Copies to: ❑ Client V Engineer El Batch Plant Owner V Contractor ❑ Others ❑ Architect Building Dept ASTMC1231 ❑ R titj �chnicai Responsibility: <L .` CITY OFTl OCT 1 U 2018 PERMIT CENTER This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 -- Phone (206) 725-4600 or 1-888-OTTO-4-US Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Fracture Type (other than cone) 3 5 2 ter Hansen, Project Manager Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0761 Project: Address: Inspector: PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: Boeing - Bldg. 9-101 ADC Thermoplastic Press Building 9-101, Tukwila Dwayne Helgeson Description/Location: 372160 Permit Number: Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 9/12/2018 D18-0215 Inspected the epoxy grouted installation of #4 bar vertical reinforcing steel dowels into existing concrete slab for new walls around perimeter of ADC thermoplastic machine. The inspected work was found to be done as per approved project documents. Intended Use: Reinforcing steel dowels for new wall Building Code & Year: 2015 IBC ® Reinforcing Steel All Thread, Bar/Dowel Size & Quantity: #4 (440) Anchor Size & Quantity: Rebar Manufacturer: Cascade Rebar Grade: 0 40 ® 60 0 Other: Type of Steel (ASTM): ❑ A-36 0 F-1554 0 A-307 Grade: 0 36 0 50 0 75 0 Other: Type of Bar: ® A-615 0 A-706 ❑ A-775 0 Other: Special Ductile Quality (SDQ): ❑ Yes ®No Anchor Length: 36" Hole Depth: 8'/" Required Embedment: 8" Hole Diameter: 5/8" Concrete Thickness: N/A Concrete Strength: N/A Hole Orientation: ® Vertical Down 0 Vertical Up 0 Horizontal Base Material: ® Normal Weight Concrete ❑ Light Weight Concrete ❑ CMU ❑ Brick 0 Composite Deck Hole Cleaning: ® Compressed Air 0 Hand Pump ❑ Other: Compressed Air PSI; 110 Brushed: ® Yes 0 No Hole Condition: ® Dry 0 Damp 0 Water Saturated ❑ Submerged Drill Bit (ANSI B212.15): ® Yes 0 No Approved Diamond Cored Hole: 0 Yes ® No Adhesive Type: Hilti Hit RE 500 V3 Expiration Date: 6/2019 ICC ESR #: 3814 Weather: Indoors Ambient Temperature: 70*F Substrate Temperature: 56°F Reference Standard(s) Used: Copies to: Client X Engineer X Owner X Contractor Architect X Building Dept. .HECEIVFmtaiiiite CITY OF TUKWILA OCT 0 2 2018 t&-RMIT CENTER Ot ers Technical Responsibility: Conforms X Does Not Conform " ralt=r H -'sen, Project Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Farm No.: ADMIN -86-02 (Rev. 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0761 Project: Address: Inspector: PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: 314829 Boeing — Bldg. 9-101 ADC Thermoplastic Press Building 9-101, Tukwila Mike Preciado Permit Number: D18-0215 Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 8/28/2018 Description/Location: Inspected the epoxy grouted installation of (200) #4 bar horizontal reinforcing steel dowels long the center and at all four comers of the press foundation for tie in of new to existing concrete. The inspected work was found to be done as per approved project documents. Intended Use: Dowels to tie in new concrete to existing Building Code & Year: 2015 IBC Reinforcing Steel -AII Thread Bar/Dowel Size & Quantity: #4 (200) Anchor Size & Quantity: Rebar Manufacturer: Cascade Rebar Grade: 0 40 ® 60 0 Other: Type of Steel (ASTM): 0 A-36 ❑ F-1554 0 A-307 Grade: 0 36 0 50 0 75 0 Other: Type of Bar: El A-615 0 A-706 0 A-775 ❑ Other: Special Ductile Quality (SDQ): ❑Yes ®No Anchor Length: 4' Hole Depth: 8" Required Embedment: 8" Hole Diameter: 5/8" Concrete Thickness: N/A Concrete Strength: N/A Hole Orientation: 0 Vertical Down 0 Vertical Up El Horizontal Base Material: ® Normal Weight Concrete 0 Light Weight Concrete 0 CMU ❑ Brick 0 Composite Deck Hole Cleaning: ® Compressed Air 0 Hand Pump 0 Other: Compressed Air PSI: 90 Brushed: ® Yes 0 No Hole Condition: ® Dry 0 Damp 0 Water Saturated 0 Submerged Drill Bit (ANSI 8212.15): ® Yes 0 No Approved Diamond Cored Hole: ❑ Yes El No Adhesive Type: Hilti Hit — HY 500SD Expiration Date: 4/2019 ICC ESR #: 3814 Weather: Indoors Ambient Temperature: 70°F Substrate Temperature: 70°F Reference Standard(s) Used: Copies to: Client X Engineer X Owner X Contractor Architect X Building Dept. Comments RECEIVED CITY OF TUKWILI SEP 2 1 2018 Others PERMIT CEi`t'r►Ii Responsibility: Conforms X Does Not Conform 1ter an en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -86-02 (Rev. 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0761 CONCRETE REPORT Report Number: RC363556 Permit Number: D18-0215 Project: Boeing - Bldg. 9-101 ADC Thermoplastic Press Address: Building 9-101, Tukwila Inspector(s): Dwayne Helgeson Description/Location: Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 8/31/2018 Inspected the placement of reinforcing steel and concrete for trench infills at corners east of grid W and west of 2 line as well as center gridlines X.5 -Y.5!17.5-18.3. The inspected work was found to be done as per approvd project douments. Rebar Verified: Yes 8/31/2018 Dwayne Helgeson (Grade 60) Placement Data Supplier: Stoneway Mix Number: 448174 Slump Spec: 5' ± 1" W/C Ratio Spec: .43 Air Spec: N/A Total Yards: 32 Placed Via: Line Pump Consolidated: Yes Required Strength: 4000 psi @ 28 days Sampling and Testing Data Time :ASTM C 172,_C 31 .Made . . Cast Samples: 1-4 10:20 am Mfg: Cascade Design j Actual Batch Weights/Cubic Yard Cement (lbs/type): 450# Type: 1111 Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): 230# Admixtures (specify): 1428# 1943 lbs. 3/4" Cubic 11.00 isZdigigD CITY OF TUKWILA SEP 2 1 201 25 oz, ADVA, 21 oz. ZYLA 630 Water Slump >' Air % Added :C 143. ' :; C231.' 27 gal. 5" PERMIT CENTER Conc.Temp Ambient Truck Ticket C 1064 Temp No. • " No. _ .. 71°F 68°F 458 899379 Weather: Inside Date Samples Picked Up: Slump Range: 5" Air % Range: 9/4/2018 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: Comments City of Tukwila Inspector Bill Centen approved this work as well. REINFORCING/PLACEMENT: Conforms: N❑ Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Date Cure 1 9/7/18 Age (Days) 7 Size Area Weight Max Load (in.) (Sq.ln.) (Lbs.) (Lbs.) ASTM C31, Exclude C31-10.1.2 Strength Fracture Type (psi) (other than cone) 3900 4 x 8 12.62 8.8 49,200 • = Discarded Tested in general accordance to: ASTMC39 ❑r Copies to: ❑ Client Ei Engineer El Batch Plant I Owner 0 Contractor ❑ Others ❑ Architect Q Building Dept ASTMC617 ❑ ASTMC1231 ❑ Technical Responsibility: 3 Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 June 28, 2018 City of Tukwila Department of Community Development MATT PREVOST 500 SW 16 ST RENTON, WA 98057 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0176 ESSENCE CABINETRY - 18300 SEGALE PARK DR B Dear MATT 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 department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The plan provided only shows or specifies one emergency exit. The warehouse requires a minimum of two exits. Emergency illumination shall be provided and shall be identified on the plans. Paths of egress travel shall not exceed 100 feet from any point of the building to where a person has access to an egress path leading in any direction to an emergency exit. Paths of egress shall be shown on the plan leading to the required emergency exits. Egress paths shall be provided with the emergency illumination with an average 1 -foot candle at the floor level, no less than .5 -foot candle at any point. Emergency illumination shall extend to the exterior of the egress exit doors. Please provide an egress plan. (IBC TABLE 1004.1.2, 1006.3.2(2) item b. and 1008.1) 2. Please observe the referenced code on the cover sheet, correct to show 2015. 3. On the cover sheet, provide the square footage of the warehouse and office spaces separately. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, --LAztt Bill Rambo Permit Technician File No. D18-0176 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Planning and Development June 1, 2018 Permit Application: Essence Cabintry To whom it may concern, The engineer who did the structural calculations has requested a special inspection of the wedge anchors for the pallet rack. Engineer: Basil Katulla 21122 126th Ave SE Kent Wa 98031 ID # 12660 Exp: 7-14-2018 We are contracting with AAR Testing of Redmond Wa to do the special anchor inspection. AAR Testing PO Box 2523 Redmond Wa 98073 Attn: Michele Phone # 425-881-5812 Thank you Matt Matt Prevost Auto Cad and Sales Mr Racks LLC 206-697-1241 RECEIVED CITY OF TUKWi!_A JUN 1a2018 PERMIT CENTER DY6OI1I, PERMIT COORD COPY PLAN REVIEW/ROUTING SLIT PERMIT NUMBER: D18-0176 DATE: 09/14/18 PROJECT NAME: ESSENCE CABINETRY SITE ADDRESS: 18300 SEGALE PARK B DR Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: U fra Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/18/18 Structural Review Required REVIEWER'S INITIALS: DATE: ❑ APPROVALS OR CORRECTIONS: DUE DATE: 10/16/18 Approved Corrections Required ❑ Approved with Conditions ❑ 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 0 PW 0 Staff Initials: 12/18/2a13 CPERMIT COORD COPY d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0176 DATE: 06/13/18 PROJECT NAME: ESSENCE CABINETRY SITE ADDRESS: 18300 SEGALE PARKK B DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Cove Building Division Public Works ❑ M �-i7`40 Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/14/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required p(J Denied (corrections entered in Reviews)( (ie: Zoning Issues) DUE DATE: 07/12/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only I /� CORRECTION LETTER MAILED: (p `Js(}'" LS Departments issued corrections: Bldg Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: "(1134101 b Plan Check/Permit Number_:,._D 18-0176 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Essence Cabinetry Project Address: 18300 Segale Park B Dr Contact Person: A -rt- f rt2..0 Summary of Revision: P,IeE(co_t RECEIVED CITY OF TUKWILA SEP 14 2018 PERMIT CENTER Phone Number: 7---.c7Co — (4'1 7— 1/1--(1 1 -E164 €4A1C4 ( eivLe ss t (t)A-tA "4 t DIA-) ?JP y,,l -moi — v i SQ- a ta=k.) — (2.a c > ism Le) A- v‘..e...1-1O 0 Se- rFt; c e- s�_u � FoD4 ge.., - A +D ID E \ \.e.SS QM-t'.s - +o e, u 5 h, e 4-o (1Q41 e. * ?,01 S CLwk, S Sheet Number(s): "Cloud" or highlight all areas of revision including date of revis Received at the City of Tukwila Permit Center by: q.(( — EnteredinTRAKiTon -(0 C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 MR RACKS LLC Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 2 UZI A -Z Index Help My L&I Workplace Rights Trades & Licensing 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 Goveming persons CAREY FERGUSON JULIE FERGUSON; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. MRRACRL924BN Effective — expiration 01/03/2008— 01/17/2020 Bond AMERICAN CONTRACTORS INDEM CO Bond account no. 100031015 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 01/03/2008 12/20/2007 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS 54574031 Received by L&I Effective date 05/06/2018 06/29/2017 Expiration date Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602779014&LIC=MRRACRL924BN&SAW= 9/26/2018 Analysis and Des Sec 2 09, The2015 RMI Code & Sec 15. 3 Of ASCE 7 10 n of Racks Conform to then ,. Iµ<a C SEPAr r''R �..' CSW tai � FOR: M:;cbanical Electrical Plumbing 0 Gas Piping City of Tukwila BUILDING DIVISION King County KING COUNTY PARCEL NUMBER : 8700210110 LEGAL DESCRIPTION: TUKWILA BSIP L17-0011 SCOPE OF WORK: REVISIONS No changes shall bo. made to the scooP of work without prior approval of Tukwila Building Division NOTE: Revisions will require a nsw pian .1.!onlittat and may include additional plan re.":ew fees DELIVER AND INSTALL (157) BAYS OF PALLET RACK PER SEISMIC CALCULATIONS AND STAMPED FLOOR PLAN. SPECIAL ANCHOR INSPECTION INCLUDED. FILE COPY Permit No. 11$ tirt(),, Plan review approval is subject to errors and omissions. Approval of construction documents doos not auiiiorize the violation of any adopted coda or ordinance. FRccoipt of approved Field Copy and conditions is acknowledged: IA -k 'Pru o /Z1' 1_0 t. City of Tu la BUILDING DMSiON By: Date: qv� yt, i!' IDt� The Information Included on this map has been compiled by King County staff from a variety of sources and Is subject to change without notice. King County makes no representat Ions or warrant les, express or Implied, as to accuracy, completeness, timeliness, or rights to the use of such Information. This document Is not Intended for use as a survey product. King County shall not be liable for any general, special, Indirect , incidental, or consequential damages Including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map Is prohibited except by written permission of King County. Date: 6/1/2018 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 192013 �V City of Tukwi a BU!LD'NG DIVISION RECEIVED CITY OF TUKWILA COt9'ECTION SEP 14 2018 L,TR# PEWIT CENTER DRAWN BY: MTP SCALE: 3/16"=' DATE: 6-4-2018 DRAWING NO: CRICKED BY: 7*70 L Ir DOOR '7%-.4JC;(71.11 - A SMOKE VENTS 28'41" „ ,yy„, • • .„, • NOTES: 1. ALL PALLET RACK POSITIONED TO LEAVE A 6" FLUE SPACE MINIMUM ON ALL SIDES WHEN LOADED. 2. SHELF SUPPORTS ARE 2 x 6 LUMBER SUPPORTS (7 PER 120" LEVEL) - NO SOLID SHELVES 3. TOTAL BUILDING AREA: 20,648 SQUARE FEET. WAREHOUSE AREA: 17,284 SQUARE FEET OFFICE AREA: 3,364 SQUARE FEET LIGHTED GREEN EXIT SIGN WITH EMERGENCY FLOODLIGHTS 149'4" PIP / • A_ 77 50'-9" 10' 9" r 42" X 1201 0 42" X 120"j W.` 34" X 12041 34" X 120'1 34" X 1201 34" X 120'1 -..-73477.15-C.7-1201 34" X 1201 34" X 120" 34" X 120411 ..... 42" X 120 ® 42" X 1201 ® 42" X 120" • • • • • a • • • • • • • • • • 42" X 120'1 42" X 120') 0 42" X 120" 34" X 120" 42" X 120' 34" X 1201 ® 34" X 1201 42" X 120i - 42" X 120" 42" X 1201 0 42" X 120" 42" X 120" A) 42" X 120' 42" X 120' 1 42" X 120' —6" -i 34" X 120' qj 34" X 120' 34" X\12b1 0 42" X 120' 42" X 120" s 149' 22'40" 34" X 120' 34" X 120' C) 42" X 120'l 34" X 120" C) 42" X 120'1 Qv 42" X 120" 34" X 12041 34" X 120' 0 42" X/104 42" X 120') 42" X 120' 0 42" X 120' 47/X\1 0 42" X 120" B 34" X 120' a 34" X 120' 42" X 120'1 42" X 120" 6" 21'4" EGRESS PAT 147' 42" X 120' 34" X 120" 34" X 120' A"'12 0 71 34" X 120'j 34" X 120 0 42" X 120'i 1 0 34" X 1201 34" X 120" 34" X 120 ' 0 34" X 1204i, 0 34" X 120" ® 34" X 1204 34" X 120;11[ 34" X 120" , 34" X 1201 0 34" X 1201 34" X 120"i Q9 42" X 120' 0 42" X 120') 0 42" X 120'1 0 42" X 120'iJ 0 1 42" X 1201 rici '"'.} 42" X 120 0 42" X 120" 0 42" X 120'i 0 42" X 1201 ® 42" X 120't 0 42" X 120'i 6" —111, 120'i (7E3 34" X 1201 34" X 120"i 14N 34" X 120" -- 20" 4 34" X 120'j[ 34" X 120'1 34" X 120'1 4, 1." 34" X 1201 34" X 120"I 0 42" X 120' 0 42" X 120')1 C) 42" X 120" 42" X 120') fl 42" X 120'j 0 42" X 1201 0 42" X 120' 0 42" X 120'i 0 42" X 120'j 0 1 42" X 120"j 0 42" X 120') ® 34" X 120'1 34" X 120'j 34" X 120" 34" X 120" 42" X 120' 42" X 120" 34" X 120'‘'. 34" X 1201 2"X-120 417 -x- pot C) 42" X 120' 34" X 120' ® 34" X 120'7j ® 34" X 120" 20f ric\2_,1 frt.. IAA/ 6" TYPICAL hr.e.. X LA) X --I "A?' ZA., Z © 42" X 120'i 0 42" X 120J 0 42" X 120' . „ © 42" X 120'1 C) 42" X 120'i C) 42" X.120" 10'-4" 0 L4 0 14T-8" REVIEWED FOR CODE COMPLIANCE AP PROVED SE)19 22;3 City of Tukwila BUILDING DIVISION '4 •tr 110 110 LI WA. 98057 03 co (-) —J C:3 DRAWN BY: MTP SCALE: 1/8" = DATE: 6-4-2018 DRAWING NO: CHECKED BY: SHEET NO. 1 0133 :1: rg UPRIGHT COLUMN Co maassa SIDE 10' FRONT RACK TYPE "A" 1-4 2'-10" f-�-- alwess SIDE CK ELEVATIONS MIN. 1" (TYP.) SCALE: 1/2" = 1' DIAGONAL BRACE (TYP.) 1/8" i 1 1/2" 1 -1 14 GA---] 1 1/4" COLUMN STRUT RACK TYPE "B" HORIZINTAL BRACE (TYP.) BRACING CONNECTION DETAIL RACK TYPE "B" RACK DETAILS SCALE: 3" = 1' D D C) d • CJ O CO D 10' 1 FRONT RACK TYPE "B" 5/8" DIA. 2 1/2" 2 HOLES % 3/16"/2 3/4" 2 1/2" l" -+ + 5" 1 ! 21/2" 3/16" V/ 1/2" 3/8" THK.- D.375 R c 3" 1 -d-1/8" 2" TYP. • AS NOTED r-1/4" REF. a 0 01/ .531 SQUARE 91. ' 8" 3/16" V1 1/2" BASE PLATE DETAIL RACK TYPE B 10 GA MK -\ 7/8" T34I N -R1/8" --I f -I-3/4" TYP. COLUMN DETAIL RACK TYPE "B" CC 6" 3/8" SIDE 10' 1 FRONT RACK TYPE "C" h"-1/2" 1 4 3/4" ANCHOR DETAILS SEE NOTES FOR DETAILS .375 R 0000do c0 c0 1/4" REF. AS NOTED 3" 1 I-.-1/8» 2" TYP. 03/8" D 5/8" -+--� MIN ATTACH W/ (1) 5/1610 X 3" GR, 5 BOLT BRACING CONNECTION DETAIL RACK TYPE "A" and "C" r 3" .4 SQUARE COLUMN DETAILS RACK TYPE "A" and "C" STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BY KINGMORE AND 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 Fu=58ksi. (c) BASE PLATES FY=36ksi Fu=58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE: RACK TYPE "A" 3,000 LBS RACK TYPE "B" 2,850 LBS RACK TYPE "C" 1,800 LBS 4. CONCRETE SLAB IS GIVEN AS 5 1/2" THICK WITH fc'=2,500 psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500 psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT II WEDGE ANCHORS. USE TWO (2) 1/2"0 X 4-3/4" ANCHORS WITH A 3 2" EMBEDMENT PER TYPE "A"and "C" BASEPLATE. INSTALLED DIAGONALLY USE TWO (2) 1/2"0 X 4-3/4" ANCHORS WITH A 3 2" EMBEDMENT PER TYPE "B" 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.2 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2015 IBC SEC 2209, THE 2016 RMI CODE, AND SEC. 15.5.3 OF SEI/ASCE 7-10 USING THE ASD METHOD WHERE: V = 0.67 Cs Ip Ws AND Ip= 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED) 1.427 Cs = 2.5 Ca /R AND Ca = 0.3805 FOR THE GIVEN ADDRESS AND SITE CLASS D Sl 0.532 R = 4.0 TRANSVERSE (BRACED) DIR. Fa 1.0 R = 6.0 LONGITUDINAL (MOMENT) DIR. 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. FIRE PROTECTION NOTES: 1. DESIGN DENSITY OF SPRINKLER SYSTEM: .30 OVER 2,000 SQ FEET 2. TEMPERATURE RATING OF SPRINKLER HEADS: 286 ° 2. TYPE OF PRODUCT: KITCHEN AN BATHROOM CABINETS IN CARDBOARD BOXES ON STANDARD WOOD PALLETS. NON ENCAPSULATED. 3. TOP OF STORED PRODUCT NOT TO EXCEED : 16' 0" 4. APPROXIMATE CEILING HEIGHT: 33'11" .... 31'3" TO TRUSSES EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. 2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE AS NOTED 0-1-03/8" D 111 7/8" H- 3" -H 3" L 1 - 1 8" 1" -4111 11 3/16" 7" 5" 3 1/4" 0 I I- I 19/16" 1,6" -16 GA. THK ,, -►► r-•-73/8" COLUMN STRUT RACK TYPE "A" and "C" 12 GA. THK x11/16" 5/16" 8" 0 V WELDED BASE PLATE RACK TYPE "A" and "C" BRACKET ASSY. AS NOTED 0 0 0 0 l‹. T 7o N 3/8" THICK 05/8" D 3/16" V TYr>i/s'i t <TYP 10 1 RECEIVED CITY OF TU K W I L A JUN 112010 PERMIT CENTER 2 1/2" BEAM SECTION 15 GA THK. 1/2"-8 BEAM DETAIL ALL RACK TYPES -7/8" -1 1/2" O � � fi w it it RCVIEV" D FOR CODE CO':iaANCE APPROVED SEP 192013 City of Tukwila BUILDING DIVISION W b z a z ,;114;084 npd 6 p40 p c7 q goo 2 . g�U cn M firgH caP co Z G1 4z ftwooCO Qw O to col W h con U W pot 19. ND4 CO co CL 1-- ; 6 J ow cm M CD CD Ihe y c Ce DRAWN BY' MTP SCALE: AS SHOWN DATE: 6-4-2018 DRAWING NO: CHAVKED BY: SHEET NO. 2 SHEETS