The URL can be used to link to this page

Home My WebLink AboutPermit D19-0174 - MORPHE - STORAGE RACKSMORPHE 637 SOUTHCENTER MALL D19-0174 Parcel No: C) �"~�xx °�� Tukwila *.�~� ��o v ��m^��va Department ofCommunity t 630ODouthcenterBoulevard, Suite #10Q Tukwila, Washington 98188 Phnne:206-431'3670 Inspection Request Line: 206-43Q'9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 Permit Number: 637B]UTH[ENTERMALL Project Name: MORPHE Issue Date: Permit Expires On: D19-0174 8/2O/ZOl9 Z/16/2OZO Owner: Address: Contact Person: Name: Contractor: License No: Lender: Name: WESTFIELD PROPERTY TAX DEPT POBOX I3094 'CARL50\D, MN' 92013 TIM SCHENK 1120E805T#211,BU]ON1|NGTON' IVIN'55420 TRAINOR COMMERCIAL CONST INC 1925FRANOS[OBLV0E#21ATTN: SABR|NAREYNOLDS,lANANSELIVIQ, CA, 94901 TRA|NCC95OUN MORPHE 637S0UTHCENTERMALL, TUKVV|U\ WA, 98188 Phone: (952)346-6040 Phone: (415)259f0200 Expiration Date: 4/26/2021 DESCRIPTION QFWORK: INSTALLATION OF STOCKROOM RACKING SYSTEM ATTHE NEW MORPHE STORE. Project Valuation: $10,00000 Type ofFire Protection: Sprinklers: Y25 Fire Alarm: YES Type ofConstruction: U|8 Electrical Service Provided by: TUKWILA Fees Collected: $521.42 Occupancy per IBC: x4 Water District: TVKVV|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: National Electrical [ode: VVACities Electrical Code: vVACZ96'4h8: Code: Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: off Date:9-1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit ds not +: esume to give authority to violate or cancel the provisions of any other state or local laws re;ulati/con Lion or the performance of work. I am authorized to sign and obtain this development per and,-gree o e cations attached to this permit. Signature: Print Na• e: Date: g6 —;;IC-.) ' 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 8: Install mechanical stops in the tracks or on the rack structure to ensure a 6 inch transverse flue space is maintained every 4 ft along the length of the racking when the units are rolled together. Contact Al Metzler at 206-971-8718 if additional clarification is needed, 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: 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) 10: 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) 12: Maintain fire extinguisher coverage throughout. 14: 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) 15: 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: 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) 17: 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) 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511, If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC CITY OF TUKWILA Community Development Department Public Works Deportment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Of7L1 Project No, Date Application Accepted: S. 30-1? Date Application Expires: W—t? (For o ice 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 or by fax. **Please Print** SITE LOCATION Site Address: 637 Southcenter Mall Tenant Name: Morphe King Co Assessor's Tax No,: 9202470010 Suite Number: 1530 Floor: PROFERTY OWNER Name: Westfield Address: 4905 Old Orchard Center, Suite 060 City: Skokie State: IL Zip: 60077 CONTACT PERSON — person receiving all project communication Name: Tim Schenk Address: 1120 E 80th Street, Suite 211 City: Bloomington State- • MN Zip: 55420 Ph°11e: (952) 345-6040 Fax: (952) 854-4909 Email: tims@elderjones.com GENERAL CONTRACTOR INFORMATION Company Name: T.B.D. Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: Ycs 0 „No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Eclipse Engineering Engineer Name: Rolf Armstrong Address: 376 SW Bluff Drive, Suite 8 City: Bend State: OR Zip: 97702 Phone: (541) 389-9659 Fax: Email: LENDER/BOND ISSUED (required for projects 55,000 or greater per RCW 19.27.095) Name: N/A Address: City: State: Zip: \ Applications \ Forms -Applications On Line \ 2011 ApplicationsWerinit Application Revised 8-9-11.docx Revised: August 2011 hh Page 1 of 4 BUILDING PERMIT INFORMATIO — 206431-3670 Valuation of Project (contractor's bid price): $ 10,000 Describe the scope of work (please provide detailed information): Installation of stockroom racking system at the new Morphe store. Will there be new rack storage? 0....,Yes Existing Building Valuation: $ IL No If yes, a separate permit and plan submittal will he 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 3,516 3,516 II-B M 2"d 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 I 8 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the •following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ..... Yes O.__ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: El Sprinklers Automatic Fire Alarm.....None D Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes No If "yes ', uttuch list of materials and storage locations un u separate 8-1/2 x 11- paper including quantities and Material Saf ty Data Sheets, SEPTIC SYSTEM LJ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County health Department. It \Application:: \ Forms -Applications On Line1201 I Applications‘Perniii Appliedi ion Revised -1{-9-1 I :doe', Reviscei: Augusi 2011 bh Page 2 (11'4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 WASIIINGTON, AND I AM AUTHORIZED TO APPLY FOR TIIIS PERMIT, BUILDING OWNER OR AUTHOI IZED AGENT: Signature: Date: 05/29/2019 Print Name: Tim Schenk Day Telephone: (952) 345-6040 Mailing Address: 1 120 E 80th Street, Suite 211 Bloomington MN 55420 City Slatc Zip N:1Applicat inns\Forms-ArplicaI Revised: August 2011 bft On Linc120I I Applicau ions Permit Application Revised - $.9-1 Lduex Page 4 of 4 DESCRIPTIONS A COUNT QUANTITY PAID PermitTRAK $6,577.33 D19-0173 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $3,919.80 DEVELOPMENT $3,734.33 PERMIT FEE R000.322,100.00.00 0.00 $3,709.33 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $185.47 TECHNOLOGY FEE R000.322.900,04.00 0.00 $185.47 D19-0174 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $331.61 DEVELOPMENT $317.01 PERMIT FEE R000.322.100.00.00 0.00 $292.01 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $14.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $14.60 EL19-0456 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $1,394.12 ELECTRICAL $1,327.73 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $1,327.73 TECHNOLOGY FEE $66.39 TECHNOLOGY FEE R000.322,900,04,00 0.00 $66,39 M19-0090 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $697.65 MECHANICAL $664.43 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $631.28 TECHNOLOGY FEE $33.22 TECHNOLOGY FEE R000.322.900.04.00 0.00 $33.22 PG19-0076 Address: 637 SOUTHCENTER MALL Apn: 9202470010 $234.15 PLUMBING $223.00 PERMIT FEE R000.322.100.00.00 0.00 $188.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $11.15 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18372 R000.322.900.04.00 0.00 $11.15 $6,577.33 Date Paid: Tuesday, August 20, 2019 Paid By: TRAINOR COMMERCIAL CONSTRUCTIO Pay Method: CHECK 054538 Printed: Tuesday, August 20, 2019 10:08 AM 1 of 1 TEMS Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK 89.81 D19-0174 Address: 637 SOUTHCENTER ALL Apn: 9202470010 89.81 DEVELOPMENT PLAN CHECK FEE 189.81 8000.345.830.00.00 0.00 $189.81 TOTAL FEES PAID BY RECEIPT: R17762 $189.81 Date Paid: Thursday, May 30, 2019 Paid By: ELDER J©NES Pay Method: CHECK 81642 Printed: Thursday, May 30, 2019 3:08 PM 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT 366034 Job Number: /9 - Cio SIEN Permit Number: 17 Project: it40/21)/).c: Client: Address: (*.) sav-kcE orE-Q /thia 501/530 _ niKuno, Contractor: Arno Inspector: ),1/4 ) 14,44`4444 "44 Date: (0 -4444,41 .44k,.:44224,14,10';MOrkr 4,444,4 •g 'W4,4,4144f4;0444'444i,r4'4 411iO4V' r" STORE ROOM dr-Wi A)6 (i/.VJT 7eS A.sf:0446MAC: „ Snt“)) A )6 (Aro /TS (CZTY. Q.) ) -1/8x ma/ R8-72 Aoceorti otct &lux) E'5" A4-04,946t.ee-soieon*. DE7Aa.. r 2) NNW /61...1///t)C A AYT/ .7)P 7"-R4Cie_ ) 774, z A/k-4-7 Cory. / i) Intended Use: <441//iu Building Code & Year: Anchor Style: B Expansion 0 Screw ESR Number: 5./7 Hole Diameter: e6r., 0 Sleeve 0 Drop In Anchor Manufacturer: Afizn Hole Depth: ,44 Anchor Size & Quantity: Anchor Type: A2 T2 irlialigeletegging: 11 7-y; .26) Required Embedment: Anchor Length: 3 Concrete Thickness: Concrete Strength: e;r/snAj_ Base Material: E/allormal Weight Concrete 0 Light Weight Concrete 0 CMU 0 Brick 0 Composite Deck Hole Cleaning: la:Compressed Air E] Hand Pump 0 Other: Drill Bit (ANSI B212.15): El Yes 0 No Weather: /14)4;a0g...., ORA Torque Wrench ID: 67/9 Ambient Temperature: 7.2 Torque: ° ft-Ibs Reference Standard(s) Usd Is this a re -inspection? AIN° 0 Yes - Original inspection date: Inspected by: Start Time: Finish Time: Reviewed by: N�tContom RECEIVED CITY OF TUKWILA NOV 14 2019 PERMIT CENTER This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & A iodates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-01 )-4-US - Fax (206) 723-2221 Form No.: 1NSP-87-02 (Rev 05/13) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 4311-3670 Permit Inspection Request Line (206) 438-9350 Project: d pecuat insrrun ntaarm"d Date Wante FiNceL of inreytlon: a.m. p.m. Requeste Phone Approved per applicable codes. I I Corrections required prior to approval. nspecto n 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 Project. Type of Inspection: A dress. r� instructions: 11141/ Date Called: pecia Date Wanted: /rS a.m. p.m.. Requester: Phone No: n s pecto Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ECLIPSE ENGINEERING Structural Calculations Steel Stockroom Shelving By Pipp Mobile Storage Systems Inc. PIPP PO # 42971 Morphe Westfield Southcenter 637 Southcenter Mall - Suite #1530 Tukwila, Washington 98188 Prepared For: Pipp Mobile Storage Systems Inc. 2966 Wilson Drive NW Walker, MI 49544 D ECLIPSE -ENGINEERING. FILE SO # 101002 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 252019 • City of Tukwila BUILDING DIVISION Please note: The calculations contained within justify the seismic resistance of the shelving for both vertical and lateral forces as required by: the 2015 International Building Code, ASCE 7-10 and ANSI/RMI-MH16.1 (2012). These storage shelves are not accessible to the general public. *iI:SOULP (408) 721.5733 W:-sU.SH (406) 862.3715 s?o:(AI; (509) 821.7731 (541)3899859 PORT I.At'u (503) 305.3229 'ooN_C0 N PSE EN6|wEER|mG Tukwila, Washington Morphe 5/20/2019 NSB PAPP MOBILE STORAGE SYSTEMS INC. STEEL STORAGE SHELVING 'LIGHT RETAIL CODES: Current Editions ofthe: IBC fkCB[/&AS[E7&RK4/ Des~ Ik�� S��US��h�U ^��: TYPICAL k0��IT � . � � Shelving Geometry' Height ofShelving Unit = Width of Shelving Unit = Depth ofShelving Unit = Numberuf5he|ves/Unit= Vertical Shelf Spacing = Back toBack Units? Included Units, Fixed? Mob|ie? Number ofUnits per Track? Anchor Spacing? #ofUnits per Strap Pair? Shelving Loading ' Live Load per Shelf = Maximum Weight per Shelf = Dead Load per Shelf = Weight ofEach Post = Weight of Mobile Carriage = Floor Load Calculations: Tota|Load onEach Post = Total Load OnEach Unit = Floor Area Load = Allowable Floor Loading = 8.0 4.0 3.0 6 18.6 YES YES Z 22.50 1 17.00 110 1.5 3.5 50 ]36 1396 14.0 100 ft ft ft in YES in nsf |bs psf |bs |bs |bs |b* f2 psf Floor Load Under Shelf = 100 psf Seismic|nfonnatimm- RiskCategory= Seismic Importance Factor (|�)= Site Class = Mapped Acce|.Parameters: Ss= 1.456 51=O.S43 Steel Yield Stress = Modulus nfE|ast. = Ef[ LxLvFactors = Unbraced Length,x = UnbrocedLenOth,y= Type ufPost? Type ofBeam? Top Shelf Loaded? Intermediate Anchor: # of Spanner Beams? ]3 ksi 29000 ksi 1.7 1.0 18.6 in 18.6 in 160aSteel Channel DRS(Retail Shelf) YES Single 4 Display OnPlaque Near Shelving Units Per 48in. x1Oin. Shelf Wire Grid Shelf Material Shelving is NOT accessible to public Ground Fir ConcSlab 2500 psi NVVCConcrete 3/8"/6KB-TZw/2.313"Embedment OK FOR 100psf RETAIL FLOOR LOADING U Not Open tothe Public 1.0 D Worst Case Assumed Fa= 1IX]U Structural System: AS[E7Section 15.5.3 Steel Storage Shelving: R = 4 Average Roof Height = ZO ft Height ofBase Attachment = 0 ft Shear CoeffBoundaries = Vn/in=OlX0 5nm= 1,456 Sm1= 0.815 ap= 2.5 SDC:D Sds=U.971 |p= 1]] O'-0'For Ground Floor Location Ground Floor Adjusted For ASD 1U1 ENG|NEER|mG Tukwila, Washington NSB ECN NPSE Morphe 19 Lateral Force Distribution: per ASCE 7 Section 15,5,3,3 Total Dead Load per Level = 303 |bs Total Live Load per Level = 204 |bs Latera| DLForce per Level = 3.5 |bs Lateral ILL Force per Level = 34.7 |bs 67Y6ofLLForce per Level = 23.2 |bs Total DLBase Shear = 20.7 |bs Total LLBase Shear = I07.9 |bs LCl/ Each Shelf isLoaded tm@7%mfits Live Weight Height: Load: h1= ]in I57|bs h2= 22in I57|bs h3= 40in 157!bs h4= 59in 157|bs h5= 77in 157|bs 116 = 96in I57|bs h7= Oin 8 |bs hD= Din U|bs h9= 0in O|bs h1O= Oin O|bs 1111= Oin 0ibs 1112= O|n O|bs h13= Oin 0|bs h14= Oin O|bs h15= Din 8|bs h16= Oin O |bs h17= Din O |bs h18= Oin O|bs 1119= Oin 0|bs h2O= Oin 0|bs LC 2:Top Shelf Onh/|s Loaded tm180YKofits Live Weight Cumulative Moment: 46629 in-lbs Controlling Load Case 8yInspection Latera|Force/3he|f: F1= 1.6 |bs F2= 11.6 |bs F3= 21.7 |bs F4= 31.7 |bs FS= 41.7 |bs F6= 51.7 |bs F7= 0.0 |bs FU= 0.0 |bs F9= 0.0 |bs F10= 0.0 ibx F11= 0.0 |bu F12= 0.0 |bs F13= 0.0 |bs F14= Ol) |bs F15 = 0.0 |bs F18= 0.0 |bs F17= 0.0 |bs F18= 0.0 |bs F19= 0.0 |bu F30= 0.0 |bs Total = 160.0 |bs Total Base Shear= 55.4 lbs Does Not Control By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to67V6ofit's allowable live weight. The column atthe center ofthe shelving system isthe worst case for this condition. 201 �0000_C0 N PS smG|wEER|NG Tukwila, Washington NSB Morph Column Calculations -Combined Bending and Axial Width = 1.5 in Oepth= 0.75 in Thickness= 0.06 in E= ]] ksi z»= 1.350 E= 29080 ksi z,= 0.375 Column Bending Calculations ' Spacing VfBraces = 26 in Max Column Moment = 43.3 ft'|bs Cantilever Length toBase = 6.0 in Max Column Monnent= 40D ft'|bs /U|ovvab|e Bending Stress= 19.8 ksi Bending Stress onColumn = 15.0 ksi Cm|wnnn Deflection Calculations ' Max Deflection = 0.04I in Deflection Ratio = 2331 Allowable Deflection = 4.8 in Deflection at Top = 0.09 in Cross Beam Connection ' Short Direction Capacity of#IOScrew = 370 |bs Shear onEach Screw = 119 |bs Column Axial Calculations ' Per "L"Post DL+PL= 336 |bs DL+PL+E[i= 310 |bs Column Axial Calculations ' Allowable Buckling Stress = 77.6 ksi Elastic Flexural Buckling = 19.6 ksi Allowable Comp. Stress = 16.3 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 2088 |bs Allowable Column Capacity = 1168 |bs Axial Load onColumn = 195 |bs Critical Buckling Load = 13569 |bs Magnification Factor = 0.974 Combined Bending And Axial Forces ' Axial Stress Unity= 0.169 Bending Stress Unity= 0.661 Combined Stress Unity = 0.830 rX= 0.582 0,306 in S'= 0145 8,032 in] |x= 0.047 0.024 in4 A'= 0128 in2 in hu= 4.750 in in ss= 4.000 in Short Direction AtBase ofUnit Long Direction rBending Stress OK At top of Unit Max Deflection = 5% of Height Deflection OK —�� OK Rk4|Load Combination #1 RK41 Load Combination #6 ial Load OK Icol^mnis Adequate 3/11 ENGINEERING EC LI PS E Morphe 5/20/2019 Tukwila, Washington NSB Overturning and Anti -Tip Calculations Overturning Forces - Total Weight = 942 Ibs Load Case 1: Dead Load + 67% Live Load Total Lateral Force = 160 Ibs Overturning Force = 932 ft*Ibs Controlling Overturning Force Total Weight = 326 Ibs Load Case 2: Dead Load + 100% Top Shelf Total Lateral Force = 55 Ibs Overturning Force = 338 ft*Ibs Does Not Control Tension Force per Anchor = 92 Ibs Per Unit Shear Force per Anchor = 80 Ibs USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW Allowable Tension Force = 753 Ibs 2500 psi NWC Concrete Allowable Shear Force = 718 Ibs 3/8"4) KB-TZ w/ 2.313" Embedment Vertical Seismic Force = 64.0 Ibs Overstrength Factor = 2 For Anchoring to Concrete Combined Loading = 0.245 Anti -Tip Track Design - Type of Anti -Tip Device = Arm and Track Tension per Unit = 184 Ibs Capacity of Screws to Carriage = 600 Ibs Anti -Tip Peg Yield Stress = 27 ksi Thickness Anti -Tip Peg Head = 0.09 in Width of Anti -Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 27 ksi Bending Stress on Leg = 6.84 Anti -Tip Stress Unity = 0.253 ksi Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 22.50 in Allowable Alumn. Stress = 21 ksi Bending Stress on Track = 5.57 ksi Track Stress Unity = 0.265 Floor Anchors are Adequate (2) 1/4-in screws are adequate Steel Fy = 36 ksi Fu = 58 ksi Bending Stress OK 6061-T6 Fty = 35 ksi Ftu = 38 ksi Bending Stress OK 4/11 "00 EC0 0 PS E ENG|NEER|NG K8orphe 19 Tukwila, Washington NS8 Shelf Beam Calculations Shelf Beam Calculations: DRS (Retail Shelf) Steel Yield Stress = 33 ksi Shelf DL= 1.5 osf Beam Type: 29000 Area ofBeam = 0.135 in2 Section Modulus ofBeam = 0.052 in3 Moment ofInertia ofBeam = 0.019 in4 Shelf Width = 4.0 ft Shelf Depth = 1.5 ft Total Load/Shelf = 111 |bs Distributed Load = 13.875 plf Maximum Design Moment= 27.8 ft'bs Maximum Design Shear = 27.8 |by Beam Bending Stress = 6.5 ksi Bending Stress Unity= 0.327 Beam Shear Stress = 0.21 ksi Shear Stress Unity = 0.016 /U|oxvab|e Bending Stress = 19.8 ksi Allowable Shear Stress = 13.2 ksi �� U U�cngin��tre�s�� U �'�' �� ww�arStress K A U Max Allowable Deflection = 0.267 in Maximum Beam Deflection = 0.143 in N0efect|mnOK Spanner Beam Rivet Check: Diameter ofRivet = 0.25 in Post Moment Shear onRivet = 130.0 |hm Beam Shear onRivet = 13.9 |bs Resultant Shear = 130.7 |bs U U Bearing Capacity of Rivet 403.2 lbs earing Stress OK Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 3.7 ksi U U Fhea hear Stress ON 581 Q~^C0 N PSE Morphe E N G | N E E R | N G Tukwila, Washington Strap Bracing on Backside of Shelving Units 19 N58 Total Seismic Base Shear = 1600 |ba Tension Force into Brace = 98.2 lbs X-BracmStrap & Cemm*x±ionm' Area ofStrap = Tension Stress inStrap = Allowable Tensile Stress = Strap Stress Unity = 0.165 Shear Capacity ofTekScrew = NurnberofScrews Req'd = in% ksi ksi 426 |bs 0.23 Length ofStrap? Width ofStrapping? Height ofStrapping? ft ft ft Angle ofStrapping? S2.163 deg 3/4^x16ea Strapping Strapping OK #1OTekScrew in16gaMetal Use (1)TekScrew atEach End Wall Supported Unit Calculations Seismic Force atTop nfUnits ' Average Roof Height = Height of Attachment = Shear Coeff Bowndaries= 20.0 ft 8,0 ft V-^=D.29l Design Base Shear Coeff = \t= 0.312 Total Weight per Unit = Lateral Force at Top/Bottom = 70 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 TekScrew Capacity = 84 |bs Force Per Connection = 23 |hs Adjusted For ASD Tension Cap. for #10 Screw in 20ga Stud Screw Capacity OK Seismic Uplift Force on Each Shelf k U Seismic Uplift onShelves ' Vertical Seismic Component = 24.8 |bs Vertical Dead Load per Shelf = 128.0 /bs Connection Points per Shelf = Net Uplift Load per Shelf = Uplift Forcer per Connection = -52.0 lbs U 1.0 Each Corner No Attachment Req'd N11 . . �:w�E��N N��U� �orphe 19Tukwila, Washington NSB ENG|NE.ER!NG Stud Design Data ' Height ofWall Studs = 16.0 ft Location of Point Load = 8.8 ft Design Lateral Load= 23.4 |bs Additional Lateral Load= 5.0 psf Design Axial Load = 85.3 |bs Spacing of Studs = 18.0 in Int. Non'8rg'Worst Case HtAssumed From Shelving Unit Interior Seismic Force Dead Load of Wall Framing TRY: 3-5/8"a1-5/8"n20eoStuds @ 16°m.c. (Worst Case Asmmnmecl� VVidth= 3.625 in Depth= 1.625 in Thhckness= 0.035 in Fv= 33 ksi E= 29000 ksi K1.0 rx= 1/450 in ry= 0.616 in Sx= 0.268 inS |x= 0.551 in4 Ap= 0.262 inZ UnbnacedLength X= 16 8L UnbracedLength Y= 4 ft Stud Capacity ' Buckling Stress, X= 16.32 ksi Buckling Stress, Y= 47.14 ksi Allowable Buckling Stress= 16.32 ksi Nominal Axial Strength = 4277 |bs Factor ofSafety = 1.8 Allowable Axial Load = 2376 |bs Maximum Design Moment = 307.1 ft'bs Maximum Design Shear= 65.1 |bs AJ|uvvub|e Bending Stress = 21.78 ksi Actual Bending Stress = 13.75 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.25 ksi. Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.67 Sending Stress OK _ Fhear Stress OK * - K � |�rr�n* ��s K «�' U Combined Stress OK 3U1 - 00ECN NPSE EmG|NEER|NG K4orphe Tukwila, Washington 5/20/2019 NSB Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = Thickness nfConcrete Slab = Weight ofConcrete Slab = Allowable Bearing Pressure = Bearing Loads On Post = Uplift Loads on Post = Slab Bearing Capacity- DepthofPos onSlab = Factored Bearing Load = Required Bearing Area = Critical Section = Soil Pressure on[,it.Section = Section Modulus = Shear Area = Conc. Shear Stress = Allowable Shear Stress = Conc. Bending Stress = Allowable Bending Stress = Slab Uplift Capacity - Required Area tnResist Uplift = Length ofSlab Req'd= Worst Case Length ofSlab = Distance toAnchor Bolt = Length of1ftStrip = 2500 psi Assumed 4 in Assumed 57 |bs Dead Load 612 |bs Live Load 311 1 |bs E(}Load 92 lbs Resultant Uplift 1.5 in 1492 |b* 282.27 in2 5.65 in 7611 plf 32.0 in3 22 in 17.8 psi 73.2 psi 31.6 psi 137,5 psi 3J]7 ft2 0.77 h 1.50 ft 0.75 ft 1.50 ft Shear Force onIftStrip = 105.0 |by Bending Moment on 1ftStrip = 19.7 ft-|bs Allowable Bending Moment = 366.7 ft->bs 16.80 inches per side For Bending Along Critical Length Plain Concrete per Foot Shear Stress OK Bending Stress OK Assume Full Shelf Width nReq'dLength Maximum of Width or Length Req'd Length Safety Factor: 2lX0 Shear OK Bending OK 8/11 VIVA hlltLus ;ompany: ;pacifier. tddmss: 'hone I Far ;•Mal: SpecMierrs comments: ECLIPSE ENGINEERING, INC, 376 SW Bluff Dr., Suite 8 541389.9659 ( Page: Project Sub -Project I Pos, No.: Date: Profis Anchor 2,7 5114201E 1 Input data Anchor type and diameter. Effective embedment depth: Material: Evaluation Service Report Issued I Valid: Proof: Stand-eff installation: Profile: Base material: Instahation: Reinforcement Seismic bads (cal, C, D, E, or F) Geometry (in.) & Loading [lb, Intb( ntdak and resspn mud be darted kr en ROM kete Id 110032009 HOa,1O, F4949e Kwfh Bolt TZ • CS MP) h,r,,„:2.000In,,2.313in. Carton Steel ESR•1917 5/1/201715112019 Design method ACI 318.141 Mech. • (Recommended plate thickness: not calculated) no profile cracked concrete, 2500, I,' = 2,500 psi; h =4.000 in. hammer drilled hole, Installation condition: Dry lens on: coed ion B, shear: conditirm B; no supplemental spfidmg reinforcement present edge reinforcement none or < No. 4 bar Tension load: yes (17,23,4,3 (d)) Shear load: yes (17,23,5,3 (c)) the a rie0n9 mm4,tkrA and kr Nab a regHldrod TmdenmM al N hl SAFE:ET www.hihi.us Profis Anchor 2I Compeny: Specifier. Address: 376 SW Bluff Dr., Suite 8 Phone I Fax: 541.389 96591 E ft ail: ECLIPSE ENGINEERING, INC. 2 Proof I Utilization (Governing Cases) Loading Tension Shear Proof Pullout Strength Steel Slrergth Page: kik!: Sub -Project I Pos, No.: Date: 2 511412018 Design values (Ib) Ulill:atlon Load Capacity p„ I (%) 500 1,107 461• 300 1,466 •121 art 3 Warnings Please consider all details and hints/warnings given in the detailed report! 0.205 Status OK OK Status OK Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Kt products and are based on the principles, formulas an security regulations in accordance with Nierrs technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied wlh by the user. All figures contained therein are average figures, and therefore use•specific tests are to be conducted prior to using the relevant 11111i product The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responslbilly for the absence of errors, the complaleness and the relevance of the data lo be put in by you. 0loreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, pad!culary with regard lo compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves ony as an aid to interpret nom and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or *It damage caused by the Software, In particular, you must arrange for the regular backup of programs and data and, If opplcable, carry out the updates of the Software offered by HIll on a regular basis. If you do not us the AutoUpdate function of the Software, you must ensure that you are usng the current and thus up -tote version of the Software in each ca by carrying out manual updates via the Rini Website, HID will not be table for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breech of duty by you, Irput data and rowels must eeUet00 kr agmement a,aia dsisuegwadabm PROM Anchor 200}2X9 HPI AG, FL4194 Schoen Hik ha reaisidred T hlni pang. Kier. ess: e I Fax: idlers comments: ECLIPSE ENGINEERING, INC. 376 SW Bluff Dr„ Suite 8 541.389-9659 . Page: -... Project: Sub -Project I Pos. No,: Dale: Profs Anchor 2,7,6 1 511412018 Tput data !tor typo and diameter cove embedment depth: curial: ua/on Service Report: ed I Valid: at Id-0Binstalalion: ha plate: Ile: e material: allatlon: dorcenent: ,mic loads (cat. C, 0, E, or F) imeby lint) & Loading (Ib, InJbJ Kwlk Bolt TZ . CS 318 (2) hod =2.000 in., h,w„ = 2.313 in. Carbon Steel ESR-1911 511/2017 )51112019 Design method ACI318.14I Mech. et = 0.000 in. (no sland48); t= 0.074 in, I, x x I : 3.000 in. x 7,000 in, x 0.014 in.; (Recommended plate thickness: not calculated no profile narked concrete, 2500,1= 2,500 psr, h:4.00O in. hammer drilled hole, Installation condition: Dry tension: condition B, shear, condition B; no supplemental sp8lGg reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17,2,3.4.3 (d)) Shear load: yes (17.2,3,5,3 (c)) let ant rewh meal ee &OA * gem^em * ne e0smig oxdnbna ant ha deuarnl IS Anew (c l010o9 HAI AG, FI419w Sewn Hai is a regIchnd Tndrart of H0 AG, Sd»n SAFE:ET wwrrJdM.us Company Specifier. Address: Phone I Fax: E-Mal: ECLIPSE ENGINEERING. INC. 376 SW Bluff Dr„ Suite 8 541.389.9659 Prc SubProject I Pos, No.: Date: 1 Profls Anchor 2,7 2 511412018 2 Proof I Utilization (Governing Cases) Design values )bJ Utilization Loading Proof Load Capacity IO.,(%J Status Tension Concrete Breakout Strength 1,000 2,149 471 • OK Shaw Concrete edge failure ill d rer4ion xt 100 2,055 -135 OK Loading 6 B Utilleation jHv Status Combined tension and shear bads 0.465 0.341 5f3 45 OK 3 Wamings Please consider a0 details and h/rtsAeamings gNen In the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all Information and data contained in the Software concern solely the use of Hl8 products and are based on the prknaples, formulas ani security regulations in accordance with Hlli s technical dired'rons and operating, mounting and assembly in ions, elc„ Ihal must be strictly mmpred with by the user, All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using Ina relevant Hill product The results of the calculations carried out by means of the Software are based essentially on the data you put in, Therefore, you bear the sole respons(9ility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you boar solo respons bi0ty far having the results of the aladalon checked and cleared by an expel, particularly with regard to conrplance wi0r applicable norms and permits, prior to using them for your specific facility, The Software serves only as an aid to interpret nom and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application, You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by HiK on a regular basis, If you do not us the Autollpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each ca by carrying and manual updates via the Hdli Website, Hit w01 not be liable for consequences, such as ttre recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. eeechd for greenly( war to erHrhg roMcans andrr *utter))) ISAnchm•Ie/0oOo,2aa9HeAG, FL.a9rWen NitlhertgishrtdTredemeioNtiAG, Scheen iiiii•n•r® MOBILE STORAGE SYSTEMS INC. 2966 WILSON DRIVE NIA GRAND RAPIDS, MI 4953z TEL: 800.234.747i FAX: 616.791.991E WWW.PIPPMOBILE.CON E-MAIL: CUSTOMERSERV@PIPPMOBILE.CON PIPP RETAIL INSTALLATION INSTRUCTIONS UNITS WILL BE 8' HIGH WITH 6 SHELVES/ 5 OPENINGS METAL SHELF EACH LEVEL ' Opening on All Levels October 31,I01 Report Number: 190907.01 ��U�� N � �o��U�o� INC.� � �V� ��Y�� ASSOCIATES, �� Geotechnical Engineering, Construction Inspection & Materials Testing O747M.LKing Jr. Way South, Seattle, Washington 9O11O-3210USA TeL(2OG) 725'480O°Toll Free: NV0OTTO-4-US°Fax: (208)723-2221 VVBEVV2F591360*,vVABORn8�steregAgency °Vveumte:wwww.mwrosenau.:vm FINAL REPORT � �~ K K��K �� ~��K V�� K . ^^v�� v�~ .��~n `~�o� o Action First Inspections 44444Buena Vista Way Lancaster, CA93S3G Project: Morphe Address: 6375outhoen0erMall, Space 1S3\Tukwila Job Number: 19'0907 We state that the work requiring special inspection was to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited toour reports, All typewritten reports have been mailed to your off ice or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building, Item(s) inspected: I. Proprietary Anchor Mechanical Sincerely, � SusanKosenau-K8oser Vice President 2 [0� .- 0 (-� RECEIVED CITY OF TUKWILA NOV ��0� "~=" ^ v ��~* ePERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0174 DATE: 05/30/19 PROJECT NAME: MORPHE SITE ADDRESS: 637 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: el 10.41-1 W Fire Prevention Building Division Public Works Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 06/04/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/02 19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire El Ping ID PW 1111 Staff Initials: 12/18/2013 Hume kspailoi Contad 1earch L&I Safety & Health Claims & Insurance AlIlk k Washington State Department of Labor & Industries A-Ziodcx hip My Ibi Workplace Rights Trades & Licensin, TRAINOR COMMERCIAL CONST INC Owner or tradesperson TRAINOR, BRIAN A Principals TRAINOR, BRIAN A, PRESIDENT TRAINOR, SUZANNE, VICE PRESIDENT (End: 09/22/2016) WA UBI No. 602 512 116 ATTN: Sabrina Reynolds 1925 Francisco Blvd. E, #21 SAN ANSELMO, CA 94901 415-259-0200 Business type Corporation Certifications & Endorsements 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. TRAINCC950LW Effective — expiration 06/29/2005— 04/26/2021 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 547292C $12,000.00 Received by L&I Effective date 06/29/2005 06/22/2005 Expiration date Until Canceled Insurance Liberty Mutual Fire Insurance $1,000,000.00 Policy no. TB2Z91466368028 Received by L&I Effective date 10/02/2018 10/01/2018 Expiration date 10/01/2019 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 Help us improve MAY 2 2 201 --SEE DETAIL 2 INIMUM: 3/4' WIDE x 16 GA.'X' STRAPS W/ MIN. (1)#10TEKSCREW AT EACH END ul J W 0 0 I. N (A 6 O o�g 1'wa, w o SEE DETAIL 2 "6 8NZoo w FOR BACK-TO-BACK SHELVING UNITS ONLY:. z w FASTEN SHELVES BACK TO BACK W/ (2)1W BOLTS AT 24" O.C„ o SANDWICHING X-BRACE STRAPS BETWEEN UNITS. FOR STAND-ALONE UNITS: FASTEN X-BRACE STRAPS TO BACK OF SINGLE SHELVING UNIT. NOTE: REF. DETAIL 3 NOTE: EACH END OF THE X-BRACES SHALL BE LOCATED FOR BASE CONNECTION EQUAL DISTANT FROM TOP AND BOTTOM OF THE SHELVING UNITS FASTENING SHELVES TOGETHER POST -REF. DTL t O 0 Q O 74 GAxt 112x1112" Q O ANGLE CLIPS Q EA POST Q WITH (2)-1/4 "0 TEK SCREWS O VSD EG�v�G� 0 SHELVING POST CONNECTED TO CARRIAGE WITH (2}114'0 TEK SCREWS PER POST Q O OQ O POST -REF. DTL 2 O O Q Q Q Q 40 00 Q Q 18 GA SPANNER BEAM R S O O 0.27" 0.91" 'ITyGG`c\1 GA x 3" WIDE PLATE NOTE: USE L-POST@EAPOSTWITH FOR (1) ROW OF UNITS. E�u14 (2}1WOTEK SCREWS . . FOR STANDARD V-GROOVE AND FLAT TRACKS ONLY: 49' NON-STRUCTURAL 1/4' 0 x 2" LONG'HILTI' SLEEVE ANCHORS @ 24" o.c., MAX. ANTI -TIP & GUIDE CONN. CARRIAGE AND TRACK ASSEMBLY NOTE: INSTALLATION CONSISTS OF THE FOLLOW FLYED/MOSILE RETAIL SHELVES SHALL BE RESTOCKED BY HAND. DO NOT • TOTAL LENGTH = 96 LINEAR FEE USE A FORI(UFT OR OTHER MECHANIZED LOADER TO STOCK SHELVES. • TOTAL AREA= 144 SQUARE FE'. SHELVING UNIT CONFIGURATIONS MAY VARY FROM ELEVATIONS SHOWN BELOW. REFERENCE THE SHELVING UNIT CUT SHEETS IN THE CALCULATION PACKET FOR THE SHELVING UNIT CONFIGURATIONS COVERED BY THIS SUBMITTAL. i 11M NOW . NON �00 — (�0, SHELVING FOR BACK-TO-BACK UNITS, ATTACH RACK POSTS W/ IW 0 BOLTS @ 24" O.C. WITH STEEL WASHER AND NUT. i V-6"MAX„ - V.r MAX, - 4'.0"MAX. 4'-0"MAx 4'.0'MAX. DEPTH$ - DEPTIR MbMAY VARY FIXED SHELVING SIDE VIEWS w1DnlsMArvatr O mmxsMAYvam wmTxsAurvARr — Me \\—/. .. OWN N T.I.T. j ii�i�lllll�i� F MOBILE SHELVING 1/4" STEEL RIVETS OR #10 TEK SCREWS 18 GA SPANNER o 0 BEAM 114" STEEL RIVETS UPRIGHT POST: 314"xl 9116"x16 GA CHANNEL UPRIGHT REF. D' FLOOR ANCH FITS INTO LO' UPRIGHT TAE 16 GA FLOOR ANCHOR PLATE SINGLE POST COL. B. PL. (1) 31TO HILTI TZANCHOR BOLT 2" EMBED. AT EA. POST (SEE NOTE NO. 3) ESR-1917 I FILE�COPYLk Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the wol�1,�r.,n,ed code Ordrtlinance eI tCODyand Ely e _�-ci0-ad/9 CtY 1T " - mrl r �Inn In . (1) RETAIL SHELVING - CLIP PER POST K 2 N _ W H (L w21 tuNnl � tttttt�t�t�t�t�t�t� ' 1 . SHELVING LOAD ON SLAB =100 PSF 2 BASE PLATE FIXED UNITS - - REVISIONS NOTE: THE SHELVING SHALL BE ATTACHED DUSTING WALL TO THE EXISTING WALL STUDS AND CONCRETE SLAB. NO NEW STUDS OR COVER NO Chanaes s''`all be made t0 the scope 1fIt. BOLT STUD WALLS ARE REWIRED.- EXISTING STUD Of work wln:out OI.c' =r_>�eal of the TYP. U F WALL Tukwila Building D!' Islon. NOTE: Revisions Will r CL,iie a new plan. IN TRACK ANTI -TIP Submittal and may include additional plan review. O i MEMBIN.1' ti ED. ...__. PLAN VI -STEEL STUDIO 1- THICK PLASTIC BRAKE SPACER #tOTEKSCREW AT .CORNER BRACE EACH WALL STUD & 1 4 SPACER GUIDE THROUGH POST INTO ® 's PRESS WITH FOOT O 1175 SPACER,TYP. TO SET PRESS WITH FOOT 1. $ TO RELEASE EMBED. = PLAN VIEW- WOOD STUD WALL EXISTING WALL 0.500 �1 O,rjQQ COVER FOOTBRAKE 31 RUBBER STOP £ BL WALL EXISTING WALL � � ,TOP SCREWS ITAT ANTI -TIP TRACK SHELVING POST ISnNG STUD WALL TEK SCREW FROM ' .. - - BOTTOM SCREWS" .234 1x4 SPACER TO TOP OF UNIT, THROUGH SPACER AND . �.. INTO WALL STUD WITH 1t2"THICKSTEEL BLOCK MINIMUM i' EMBED. THAT HOUSES TAT BOLT NOTES: FRONT VIEW SIDE VIEW i. CONTRACTOR SHALL FIELD VERIFY MINIMUM SIZE,SPACING, AND GAUGE OF EXISTING WALL STUDS. t-ANCHOR AT MAX 22.10 D.C. 2. CONTACT ENGINEER OF RECORD IF THERE IS A DISCREPANCY. SEE GENERAL NOTE#3 3. MINIMUM STEEL WALL STUD SIZE = 362S12530(3518'xi-1/4WO GA). 4. MINIMUM WOOD WALL STUD SIZE =2M. 5. MAXIMUM WALL STUD SPACING= 16' D.C. FOR STEEL OR WOOD STUDS. - 6. MAXIMUM WALL STUD HEIGHT =16-0" ABOVE FINISHED FLOOR CV O r (Cj O :th CO 00 W (LU — 00 N Z Uj LU = J = ¢ Z Ni U) fn p o LU LU Q� H = J U) H LIJ 0 N d, C0 to 419 a- 4 WALL CONNECTION 5 FOOT BRAKE 6 c9 :CHFI VIMr nt IAMTITIPC- GENERAL NOTES: - EART"DUAKEDEMONDATA: Z W MUHiLe MUBILt BACK-TO-BACK O MOBILE SHELVING SIDE VIEW 1 W1 R2 1 I —J .1 L1 STOCKROOM I �° — ----- — 3 TRACKS @17-9" -- ---- --- -- — " 1 MESH MESH MESH MESH y y y MOBILE AISLE 6-0�O 62" x N 0O� ITAT TRACK) QAL FLOOR PLAN & SHELVING RACK LAYOU 00 1) DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN ") SNaNC lnipmWKe Fagor.lE=i (L /� ED COMPLIANCE WITH THE REQUIREMENTS OF THE2016 INTERNATH)ML BUILDING CODE, ASCE 7-108 Rkk CAtq MII-NMOP.WNa PUW W ANSUPWRAHIS1(2072) b) Mapped Spectral Rasp—AIMmIl— 2) STEEL FOR ALL SHAPES IS FY- 33 KSI(EXCEPT AS NOTED) Sa=1.456 81=0,543 = W' 3) ALL ANCHORS ARE Sr. 3'LONG, MIN. HILTI KWIKBUT K&TZ(ESR-1917)WITH MIN. EMBEDMENT OF c) VINClass=D(ASGy 4 (n Sn6'OR APPROVED EQUAL (SPEC NSPECTION REWIRED- REFERENCE SCHEDULE BELOW) d) SpKWR"sponge CoWftWN: C0 J Uj J_ 4) EXISTING FLOOR CONSTRUCTION=MINA- THICK CONCRETE SLABONGRA➢EWITH Fa-25WPSI AND Sda=0.971 Sdt =0.543 SW PSF SOLL BEARNS PRESSURE. ( W e) SeNMCDaslgl Cate0ay=0 Q Q CJ) 5) ALL SHELWNGINSTALLATIONS AND SHELVING MANUFACTURED IN CONFORM WITH THIS STANDARD � Bg"S.I nii,,r ReslsOg ShNIMa)' NaDBWdlae StrocWlas. Steal SheMlp LLE LLJ W SHALLDISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONSA PERMANENT PLAQUE, EACH NOT LESS =16550 0 THAN W SQUARE INCHES IN. AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD PERLEVEI- 9) h) Se Re W Q 6) All SHELVING SHALL BE INCOMPLIANCE WftH THERMI n M1ludllArikX H✓QN+ F0 �— ( j 7) BNCHESBETWEEN THE TOP WTHE II W STOREDANDTHECEILINGBELOW STdiED MATERIAL ANDTiECElONO SPWNWEA DEFLECTORS k) SPFUNLLBEAMINCTORS �e/eL 8) THE SHELVING RACKS WILL NOT BE WEN TO THE PUBLIC CL EL Go ,. Apl� Y�+ 0j �Y(�E 9) SHELVING UNITS MAXIMUM 'Y-OF-PLUMBNESS' SHALL BE 0.5INCH IN IO FT Lij 10) STWNGES ISS: N 2 5 20„1 TYPICAL , TYPICAL UNIT =itU LBS PER LEVEL -110 T City of TLlkwila z STATEMENT OF SPECIAL INSPEC VERIFICATION AND CONTINUOUS PERIODIC STANDARD Kii SOLTTZ INSPECTED INSPECTION BY CONFIRM ANCHORTYPE x HILTI TZ, 318'Bx r LONG, MIN. - PER ICCES SPECIAL ESR-1917 SECTIONS 4.4 S 7.0. FIGURES 2 & 3 INSPECTOR CONFIRM CONCRETE X MINIMUM2500 P31 COMPRESSIVE STRENGTH CONFIRM CONCRETE THICKIESE X MINIMUMe THICK SLAB ORMUBMUM3414' CONCRETE SLAB OVER METAL DECKING HOLEOIAMETERXLENGR x 7116*0%2 SW LONG -PER ICCES ESR-iB17 SPECIAL SECTION 4A, TABLE to INSPECTOR CLEAN OUT W HOLE x SUMLOW OUT. PER ]CC -ES ESR-1917 SPECIAL SECTIONS 4.3 & 4.4 INSPECTOR MNIMUMANCHOR SPACING x 2NY- PER ICCES ESR.1B17 SECTION 44, SPECIAL TABLES INSPECTOR I� MINIMUM EDGE DISTANCE x 36V-PERICCESESR-1817 SPECIAL SECTION 4.4,TABLE 3 INSPECTOR NOMINAL ANCHOR EMBEDMENT X25H6'-PERICCES ESR•19175ECTION4A, SPECIAL TABLE I,3 INSPECTOR TIGHTENWGTORQIIE X 25 Ff{BS• PERICGES ESR-1917 SECTIONS SPECIAL 4.9 & 4.4 TABLE 6 INSPECTOR NOTE: NSPECTION TO BE COMPLETEDBYA 3e1 PARTY INSPECTOR. 7 IVISI N U, o ff a "LU (DI' zu.wo�S 0 Z W G =LLOc�D f- uW) mJO.s-� O Y GO W at'3 av Z�m- U LU n M 19-05-141 5/20/2019 SHEET