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HomeMy WebLinkAboutPermit D98-0267 - SEARS WAREHOUSE - RACK STORAGED98 -0267 571 Strander Blvd. EXPIRED Sears Warehouse City of Tukwila L (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 022330 -0010 Address: 571 STRANDER BL Suite No: Location: Category: AWSE Type: DEVPERM Zoning: Const Type: RACKS Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: Permit No: Status: Issued: Expires: D98 -0267 ISSUED 10/15/1998 04/13/1999 Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERS /AFA .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Scopes: N Streams: OCCUPANT SEARS WAREHOUSE. 571 STANDER BL, TUKWILA WA 98188 OWNER RJ HALLISSEY CO ..INC 12835 BEL- REDMOND RD, BELLEVUE WA 98005 CONTACT DAVID LACKEY Phone: 206- 241 -3454 400 SOUTHCENTER MALL, 'TUKWILA WA 98188 ****************************************************** • * * * * * *' * * * * * *• * * * * * * * * * * * * * * ** Permit Description: RACK STORAGE. *****************.************************.********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: .00 PUBLIC WORKS PERMITS: . *(Water Meter Permits Listed Separate) `Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(-in): : .00 Flood ,Control. Zone: N. Hauling: N Start. Time:. Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Eno Time:. Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * ** * * * * * * ** * * * * * *•* TOTAL DEVELOPMENT PERMIT FEES: $ 855.81 *************************************.************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** End Time:: Fill: Public.: Permit Center Authorized Signature: Date: /0 15 �f I hereby 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development 't Signature: Print Name:__ L- - Date: 13 . 15-'q This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 57.1 STRANDER EL Permit No: D98-0267 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 08/04/1998 Parcel #: 022330-0010 Issued: 10/15/1998 *A*******************11,****************A4***A*******************.k******k**** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the. Tulwila,Building Division. All permits, inspectionrecdSan&400oved plans shall be available at the job.i.Site-prior to the start of any con- struction. These document s are to he maintained and avail- able until final inspectIon aPproVal is 4.ranted 3. All construction to be done in conformance with ap4.*Oved plans and requirements of the Uniform BuilOng..code(j997' Edition)as amended. . _ 4 ValiditY:of Permit, The issuance of a permit Or. approVal..,of plans,/_specifiCations, and cornoutat ion ht11 not!be.,.con struedto he a perMit fori„lor an approval of, any violation of anY./6f;:the proVisions cif the building code oPofanY other:Ordliance-of the jurisdiction. No permit freSuming to Ilive'fauthCity to vitijate or.::CanCe):.1the provisionS.,oftlhis code Shall be valid CITY OF TUWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 R::STAFF U.SE:ONLY:. Project Number: Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: „-- .D'�' 1C...� Tl'GC �J,r Value of Const�ction�:: ` �LJ, c,/ 0 Site Address: Cy State /Zip: .5-..--) l ' - r2-AA) ,,',(Z w. _ &0 i,-)C,,..>rL A Tax Parcel Number: -311 2_,.3'.c„. -... cio 10 - (: Property Owner: I . `61`6 Phone: Existing fire protection features: 0 sprinklers Fl automatic fire alarm ❑ none ❑ other (specify) Street Address: -, City.State /Zip: i .? �-, -;', j• >j t t its i'�1- }pj, i :, I(r _ Fax #: �- - �J Contractor: . -• • - _._.t:. -iN ., Phone: L.,.L)(_: z d/I ; -2;LI5 y Street Address: City State /Zip: ,_I,•,_ -x:a_i -.-vi c„. ...,r,-1i. lV, \civ._- `.I,__w,-.1 , t,;i;} ' -i •,_, Fax #: ?,:--`( .: Z)`( /G ' :3' Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: '`� r JC -iz.W1 tt_.. //4L . ( j/" L C. } r� "T tC--.. _i.i Phone:: <a % 0` �� �� t Street Address: `-' City State /Zip: /Cv .4 LAl./ ►L. -ec�' of .� ,A CA , Fax #:�UC' O�c criG 0 Contact Person: < ` / 1�0,� 1)('}N[ 1.D L A n i'iC Y. Phone: ZGi_„ 1. `- // ( -/ 5- t/ Street Address: ,- 'lit-14. City State /Zip: ') 7,'1,--,.-i. ; j, r'- .1 --� ! �t L ,ti; ; 6, 7 t•" =t ='if.. i'r:. t Fax #: 7L-t, Z- ' / , ,: Description of work to be done: Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant El Multi- family pu Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes rIl no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? 7p yes ❑ no Existing fire protection features: 0 sprinklers Fl automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: /0, 00 C' existing Area of Construction: (sq. ft.) 7, 00 O Will there be storage of flammable /combustible hazardous material in the building? El yes 0 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Fire Loop /Hydrant (main ❑ Land Altering ❑ Sanitary Side Sewer #: ❑ Storm Drainage El Water Meter /Exempt #: ❑ Curb cut/Access /Sidewalk to vault) #: Size(s): 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Street Use ❑ Water Main Extension Size(s): 0 Deduct ❑ Flood Control Zone CI Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: ''o- 4f-1,41 CTPERMIT.DOC 1/29/97 Date application expires: 2 - ifo1I :PLEASE SIGN. B.A.CK OF;.APPLCCATI.ON ::FOR MS, Application taken by: (Initials) 901-7 ALL COMMERCIAL/MULTI-FAMILY: TENANT IMPRDVEII ENT /ALTERATION PEI MIT APPLICATIONS MUST BE SIIBMIT.TED.:WITH THE FOLLOWING:::: • - ALL DRAWINGS TOJBE STAMPED BY WASHINGTON STATE'LICENSED ARCHITECT STRUCTURXIL ENGINEER OR CIVIL ENGINEER " m °'"' '��� ' •_ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description LJ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. El ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ El Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or -- exceed sprinkler system design criteria as identified by the Fire Department. 0 ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ El SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. El ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OVNER`OR AUTHORIZED AGENT: Signature: Date: j Print name: Phone: 3LISi! K Y Pak : +� ► ':`r = 16, V,_`31, 16• ;y Address CTPERMIT.DOC 1/29/97 • City /State /Zip r T�IiY ,1 kANi r't v' l t(:j' j)J 7475' 4AAAkk*•,4:4 *** *A* ** **:4*:4 *kk'k *k* *k \k* *•k•k.A•***:k*fiA•' *** *.:kAkk.\.'e`s C]: T V' OF TUVW]:LA. WA 'T.RAN.i : 4: 4. s ** *A:t•h:\:k*A *A.:*A **A* *A:4A** AAA: kk olr: 4 :4kA, ** **it *4** *;4***:•:AirA4 *k +:'f - 'TRANSMIT Number: P9700049 Amount„ 20 10/15/98 1.5 Payment Method: CASH .Notation: SITARS In i t Permit No: D98-02(7 Type DEVPERi9 l?EVELOPMEN'i PEIU4I'. Parcel No: 022330- •0010 Site Address: 571 STRANDER This Payment Total Fe.s: 20 Total ALL PiritSii BaIanC'e: 855..8; 85 .8 * \ * * *•A * *: ** ****•*:\***** s\* d�*':***** *..•A *•d*k * *k * * * *k **4,Afi,t•'A* k,,, ; >;:' Account Cede. Description (amours 000/386.904 8TATE BUILDING SURCHARGE CITY OF VILA RECEIPT P'W DCD 0.20 TOTAL 0.20 CASH 0.20 CHANGE 0.00 10/19/98 19 16:36 0097 6876 (. 0.6 `:.0/19 9719..:. TOTAL.. ' . �—~ � ' .'' � '` ' '.' ``,�``z',`' ',�`- `+****N++�A*:.k+AA+A+***A**+*+k.Ah*A**«+**a*A+A+x++++*+++^+***** -:ITY OF TUKNILA. NA 1RpNSM7T t-++*++++++A*+***+�+A*AA+A+****+x+*+*+++^**+***A***+**/A-Aa`*+A*+:A4: - TRANSMIT Number: R9700805 Amount:. .855.61.08/04/98 J5:21 Pavmont Method: 87O16 'Notation: CASHIER'S CHECK Init: TKF. Permit No: D98-0267 Type: DEVPEHM DEVELOPMENT' PERMIT. Site Add/ess: 571 67RANDE8 GL This Pavment Total Feee': 855.61 Total. ALL Fmtsx 855^/1 �� 855.61 Balance: k u^+'A aA A*A«**f7%a+*+++ *a***+**4 *aA**aaA+A*A+�+a14* + * **** Account Code De9cri0ticn Amour\t . 000/322.100 BUILDING - N�NRES ' 642.5O ` 0O0/345.830 PLAN CHECK - NOMU[S 208,81` 0OO/386.9O4 STA7E BUILDING SURCHARGE 4.30 . . ' =i794 08/05 './_. TOl'AL ` ' 61- * t 1 ,„:7131, - F-11 INSPECTION RECORD Retain a copy with permit INSPECTION NO. ' ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431 -3670 Pro4 -i / /' fn ,Type of Ins a A n: /% Ad�>;e9i n zf Date car : ye,p67/00 Special instructions: �..:v i I /At s A.Q[ G /) .\,..,S, Date wanted: / m� 0 7/60 ( p. . Requester - CG Phone• .- nApproved per applicable codes. gi,Corrections required prior to approval. COMMENTS: *F n4 F----;M'e i., .., go 5 ?--' /00 ri/ //)1.1 I f -is) 7._ -4,/e)e-it,e7L hz9//s /7_,,___-eZ6-el Inspecto !` fit_ T1 $47 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No: Date: INSPECTIIN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431-3670 Project. a Zie Alber,<F Type o spection: 4.04" Addre3-7/, shee.ii_64 &e..e., Date called: t Special instructions: Date wantedo ,. &P—.112-e5 . . Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ("- .€.‘1,4______J---ef c G--• //4U-2-7 __,0 ? 574 x :ad ra--) LT:-/-1-1 k--,-,f-ipe, ' 2-496 —2-W-341411 ce-7,_ /0a1-4ei 601-- 44064ve , /4,--t X/ (..1 keee4 7.42&z4o,61 /a k7eitie • h_ /-4.--5-- _V=4/f i Inspec r: Date:6 —244 $42.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • ^' Zr4V•;trrtrr44...N.:14Fr!ii!,:t!,,,,,i7^1'," :7;77 City of Tukwila Fire Department Project Name John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM <- Oe'tleS e Hoy Thomas P. Keefe, Fire Chief Permit No. Address 57 I f57 12 AN )6--(7 6/. . Retain current inspection schedule •Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued. Sprinklers: Fire Alarm: Hood & Duct: Af Halon: A/ Monitor: Pre-Fire: Permits: Authorized Signature INALAPP.FRM Date, Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax. (206) 575-4439 .. t SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 STORAGE RACKS DRIVE -IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS PUSHBACK RACKS RACK BUILDINGS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS FLOW RACKS FOOTINGS SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES ALASKA ARIZONA CALIFORNIA COLORADO CONNECTICUT GEORGIA IDAHO ILLINOIS INDIANA OHIO KANSAS OKLAHOMA MICHIGAN OREGON MINNESOTA PENNSYLVANIA MISSOURI TEXAS MONTANA UTAH NEVADA VIRGINIA NEW MEXICO WASHINGTON WISCONSIN SEISMIC ANALYSIS OF SELECTIVE RACK FOR SEARS us NI RECEIVED CITY OF TUKWILA AUG e 4 1998 PERMIT CENTER bt18,6267 161 ATLANTIC STREET • POMONA • CA 91768 • TEL : (909)869 -0989 • FAX : (909)869 -0981 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT SEARS FOR 1 NTERLAKE (I L) SHEET NO 2 OF CALCULATED BY R.R. DATE 07- 08-1998 15 TABLE OF CONTENTS DESCR I PTI ON COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFI GURATI ONS COMPONENTS & SPECS. LOADS AND DISTRIBUTION LONGI TUDI NAL ANALYST S COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASE PLATE SLAB & SOI L PAGE # 1 2 2 3 4- 4 5- 6 7 8 9 10 11 12 13 14 15 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM I S TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILD! NG CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE Fl ELD ASSEMBLED ONLY, WITHOUT ANY Fl ELD WELDING. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR SHEET NO. SEARS INTERLAKE (I L) 3 OF 15 CALCULATED BY R.R. DATE 07- 08 -1998 STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRIBUTARY AREA TOP VIEW MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT SEARS FOR INTERLAKE (I L) SHEET NO. 4 OF 15 CALCULATED BY R.R. DATE, 07-08-1998 CONFIGURATIONS. 144" , 1 96" BEAM 2,000 Ib. 4,f" 48" 3 2 2,000 Ib. 2,000 Ib. 1 111 96" 4 " 144" 48" 108" BEAM 1,800 Ib. 42'3,x. 42 3A" 42 3/5 4" 3 1,800 Ib. 2 1,800 Ib. 1 423/4m 423/4 #14 48" - l 48" 4r" •�--- 108" 48" 4 , MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT SEARS FOR INTERLAKE (IL) SHEET NO. 5 OF 15 CALCULATED BY R.R. DATE 07' 08 -1998 96" BEAM SP ECI Fl CATI ON - MAIN STEEL 55000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 2-1/4 MIN. EM ED. - FLOOR SLAB 5" X 2000 PSI. REINFORCED 144" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. - BASE SHEAR FORMULA = ZIC(wLL / 2 +wDL) /Rw SECTION AXIAL FORCE II II A 11 2,000 lb. 170# 2,000 lb. 2,000 Ib. 113# --b. 56# -r 2 --,26.. 75# —0 1"--- 96" Iu= 96" MOMENT BEAM MOMENT 48" 4 1 3,150 lb. 3,914 i n.I b. 2 2,100 I b. 3,403 i n.I b. 5,658 i n.I b. < stdconn. 3 1,050 1b. 2,042 in.Ib. 4,722 in.Ib. <stdconn. 3,021 i n.I b. < stdconn. 96" BEAM DESIGN LOAD = 2000# BASE PLATE COLUMN BEAM 7.75 X 3.5 X .375 M base = 3913 in.Ib. V COLUMN 3X1- 5/8X13GA STRESS =0.44 .J 3- 21/32x2- 3/4x14GA/384H MAX LOAD/LEVEL = 3,8521b. BEAM I S O.K. OVERTURNING BRACING SLAB & SOI L V ANCHOR STRESS =0.06 # CF ANCHORS = 2 HORIZONTAL V 1 1/2X1 -1 /4X 14 GA STRESS = 0.10 DIAGONAL . / 1 1/2 X 1- 1 /4X 14 GA STRESS = 0.24 V PUNCT. STRESS = 0.45 BENDING STRESS =0.36 THE ANCHOR VALUES ARE THOSE WITHOUT SPECIAL INSPECTION. PROJECT SEARS FOR INTERLAKE (I L) SHEET NO 6 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY R.R. DATE TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 07- 08 -1998 108" BEAM 1,800 Ib. SPECI FI CATI ON - MAIN STEEL 55000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 2 -1/4 MIN. EM ED. - FLOOR SLAB 5" X 2000 PSI. REINFORCED 144" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. - BASE SHEAR FORMULA = ZIC(wLL / 2 +wDL) /Rw SECT1 CN AXIAL FCR CE 4" 3 1,800 Ib. 2 1,800 Ib. 1 206# 137# 4 68# 108" Iu= 108" MOMENT BEAM MOMENT ,1` 48" 4 1 2,850 Ib. 3,558 in.lb. 2 1,9001b. 3, 094 i n.1 b. 5,326 i n.l b. < stdconn. 4,475 in.1b. <- stdconn. 3 950 Ib. 1,856 in.lb. 2,928 i n.l b. <- stdconn. 1 08" BEAM DESIGN LOAD = 1800# BASE PLATE COLUMN BEAM VJ 7.75 X 3.5 X.375 M base = 3557 i n. I b. V COLUMN 3X1- 5/8X13GA STRESS =0.40 3- 21/32x2- 3/4x14GA/384H MAX LOAD /LEVEL = 3,332 lb. BEAM I S O.K. - OVERTURNING BRACING SLAB & SOI L V ANCHOR STRESS = 0.06 # CF ANCHORS = 2 HORIZONTAL .J 1 1/2 X 1- 1/4 X 14 GA STRESS = 0.09 DIAGONAL .J 1 1/2 X 1- 1/4 X 14 GA STRESS = 0.22 V PUNCT. STRESS = 0.40 BENDING STRESS =0.31 THE ANCHOR VALUES ARE THOSE WITHOUT SPECIAL INSPECTION. MATERIAL HANDUNG ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT SEARS FOR INTERLAKE (I L) SHEET NO. 7 OF 15 R.R. DATE 07- 08 -1998 CALCULATED BY LOADS & DISTRIBUTION :96" BEAM 1 UVE LOAD PER SHELF (BASED ON CLIENT SUPPUED DATA) = wLL. DEAD LOAD PER SHELF = wDL SEISMIC SHEAR BASED ON DIVISION VI OF THE 1994 U.B.C. = V. WHERE V= ZIC[wDL +wLL /n] /Rw SEISMIC ZONE = 3 Z =.3 I =1 C = 2.75 Rw (LONGITUDI NAL) = 8 Rw (TRANSVERSE) = 6 wDL= 100Ib. I NTERCONNECTED UNITS. LONGITUDI NAL DI RECTI ON VIong = .3 * 1 * 2.75 * ( 6000/ 2 + 300 ) / 8 VI ong = 340 I b. Fi = V Whi /IWh TRANSVERSE DIRECTION VI ong = .3 * 1 * 2.75 * ( 6000/ 2 + 300) / 6 Vtrans = 454 1 b. Fi = V Whi /DM TOTAL FRAME LOAD = 6,300 1 b. 2,000 Ib. 144" 46f" 4B" 4 " 2,000 Ib. 2 2,000 Ib. 1 170# 56# �F -- 96" I u = 96" 42.M 4?'I 2 �s 151# -o 75# 14. 48 "4 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 0 FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT SEARS FOR INTERLAKE (I L) SHEET NO. 8 OF 15 CALCULATED BY R.R. DATE 07- 08-1998 LONGITUDINAL ANALYSIS :96" BEAM THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). VI ong = 2 * Vcol = Vcol = F 1= 28 I b. F2= 57Ib. F3= 851b. 340 I b. 1701b. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 3913 i n.l b. Mupper + MI ow er = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + MI ow er Mconn = [ Mupper + MI ower]/2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT Mconn 1 3150 3913 2 2100 3403 5658 3 1050 2041 4722 Mconn L -(- M lower V.........._ Mupper J L ti -79 Mconn "R' Mbn!c g SLAB / I I MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT SEARS FOR INTERLAKE (IL) SHEET NO 9 OF 15 CALCULATED BY R.R. DATE 07-08-1998 COLUMN ANALYSIS :96" BEAM COLUMN IS ANALYZED PER AISI COLD- FORMED STEEL DESIGN MANUAL. Pmax = 3,150 lb. Mmax = 3,914 i n.I b. KxI x /rx = 1.2 * 47 / 1.184 = 47.6 Kyly /ry = .8 * 42.375 / .626 = 54.2 <- GOVERNS Cc = (217/2E /Fy) /.5 = 102.0 SINCE KI /r = Cc, Fa = .522Fy - [(kI /r* Fy)/ 1494]/2 =24,736 psi. fa = Pmax /Area = 5,155 psi. fb = Mmax /Sx = 7,024 psi. fa /Fa = 0.21 >.15 F'e = 12n /2E /23(Kx1x /rx) /2 F'e = 65,811 psi. Fb = .6* Fy = 33,000 psi. Cm *fb /Fb[1- fa /F'e] = 0.23 COMBINED STRESS = 0.44 SECTION PROPERTIES A =3" B= 1.625" C =.75" D =0" E =0" Wt =0# t1 = .0897" t2 = 0" Area = .611 "^2 Ix = .8565 "M ly = .2474 "M Sx = .5572 " ^3 Sy = .2534 " 1\3 rx = 1.184 "A2 ry = .626 "/12 48" 47" 42.375" 42.375" Front View Side View MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989. FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT SEARS FOR INTERLAKE (I L) SHEET NO 10 OF 15 CALCULATED BY R'R' DATE 07- 08 -1998 BEAM ANALYSIS :96" BEAM BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL. MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED. I act = 96.0 i n. 1 max = [1950 + 1200(M1 /M2)]b /Fy SINCE M1 /M2 = 1.0 Imax = 3150* b /Fy = 158 i n. SI NCE I max > I act Fb = .60Fy = 33,000 psi MAXI MUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDI NG CAPACITY M = Sx* Fb = w1/2/8 = 26004i n.l b. CAPACITY = 2(8* M/1) = 38521b. 2) MAXI MUM ALLOWABLE DEFLECT) ON (L/180). = 5w1 /4/384E1 CAPACITY = 2[(384E1)/(5* 180* 1 /2)] = 42171 b. MAXI MUM STATIC LOAD PER LEVEL I S 3,852 lb. ALLOWABLE AND ACTUAL BENDI NG MOMENT AT EACH LEVEL. M stati c = wl A2/8 = LI VE.LCAD* U(2* 8) M al I ow( staff c) = Sx * Fb Mimpact= 1.125 *Mstatic MalIcm(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstati c Mi mpact Mal I ow Msei s mi c Mal I ow RESULT 1.125 Mstatic (static) (seismic) 1 12000 13500 26004 5658 34671 GOOD 2 12000 13500 26004 4722 34671 GOOD 3 12000 13500 26004 3020 34671 GOOD Sx = 0.788 i n.A3 lx = 1.544 in.M4 1 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR SEARS INTERLAKE (I L) SHEET NO. 11 OF 15 CALCULATED BY R.R. DATE 07- 08 -1998 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375 ^2rd4 = .150 "A2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN (PER UBC SEC. 27 -11 E3.3) Abrg. = t ' D t = .0747 min. = .5 ' t Fu= 65,000 psi min. Pmax brg. = Area it Fbearing =.5t 2.22' Fu = 5,389# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket = .110 " ^3 Mcap = S ' Fbending =.110' .66' Fy C = Mcap /.75 =1.11 P1 P1 =1.20 Mcap = .0872 Fy = 4,360# > 3,000# SINCE PLUG GOVERNS P1= 3,000# Mconn, cap.= P1 ' 4.5 + P2 ' .5 = 4.555' 3,000 #'1.33 = 18,220 "# 3 "/ 1 "eff. Sbracket = .110 " ^3 Mconn. Mupper • Mconn. A Mlower REAM TO COLUMN CONNECTION 1 5/8" t =7 ga. C =P1 +P2 = P1 + (.5/4.5)P1 = 1.11 P1 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR SHEET NO. SEARS INTERLAKE (I L) 12 OF CALCULATED BY 15 R.R. DATE 07- 08 -1998 TRANSVERSE ANALYSIS : BRACING :96" BEAM IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L di ag. = [(L- 6) "2+(D- 2* Bcol )'2]/.5 = 55.5 Vdi ag = Vtrans * Ldi ag. / D = 525# kl /rmi n = [ 1 * 55.5 I/ .405 = 137.1 Fa =[12rr /2E1/[23(kI /r)'2] = 7934 psi. fa /Fa =Vdi ag/(Area* Fa) = 0.24 D= 48" DIAGONAL AND HCRI ZONTAL BRACING Area= .276 "J12 rmin= .405 " t= .0747 " W= 1.5 " H= 1.25 " MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR SHEET NO SEARS INTERLAKE (IL) 13 OF CALCULATED BY 15 R.R. DATE 07- 08 -1998 OVERTURNING :96" BEAM ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2237.7.1 OF THE 1994 Uniform Building Code. FULLY LOADED TOTAL SHEAR = 453 I b. Mot = Vtrans * ht * 1.15 • 453 * 128 * 1.15 • 58443 1 n.I b. Mst = Z(Wp +.85wDL) * d/2 = ( 6000 +.85 * 300) * 48/2 = 144000 i n.I b. Puplift = 1(Mot - Mst) /d Puplift =0 NO UPLIFT TOP SHELF LOADED SHEAR = 151 I b. Mot = Vtop * h * 1.15 = 151 * 144 * 1.15 = 25047 i n.I b. Mst = (Wp +wDL) * d/2 = ( 2000 +.85 * 300) * 48/2 = 48000 i n.I b. Puplift = 1(Mot - Mst) /d Pupl i ft 0 NO UPLIFT 4134 4?_V 423,. 226# 75# -D 48" -f USE 2 ea. 1/2 x 2 -1 /4 MIN. EMBED. MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 2-1/4 MIN. EMBED. = 550 1 b. PULLOUT & 1810 I b. SHEAR COMBINED STRESS 1 = 0 / 1100 + 226 / 3620 = 0.06 COMBINED STRESS2 = 0 / 1100 + 75 / 3620 = 0.02 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 0 FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT SEARS FOR INTERLAKE (IL) SHEET NO. 14 OF 15 CALCULATED BY R.R. DATE 07- 08-1998 BASE PLATE :96" BEAM BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 3150 I b. B =7.75 in. Mb= 3913 i n.I b. D =3.5 in. b =3 in. P/A = Pcol /(D* B) =116.1 psi. M/S = Mb /((D *612)/6) =111.7 psi. fb2 = 2b /B* f b = 68.46 psi. fb1 =fb -fb2 = 43.23 psi. Mbase = wb1 /2/2 = b1/2/2[ fa + fb1 + .67fb2] Mbase = 578.2 i n.I b. Sbase = 1 * t/2/6 = 0.0234 i n./3 Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase /( Sbase* Fbase) = .68 ANCHOR TENSION ZMo =0 T* d2= [Mbase- Pcol * b /2] T = Mbase /d2 - Pcol *b /2d2 T= 186 Ib. t =.375 in. b1 = 2.375 in. b1 b B k bl fa 111111111 IrPcol MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT SEARS FOR I NTERLAKE (IL) SHEET NO. 15 OF 15 CALCULATED BY R.R. DATE 07- 08 -1998 SLAB AND SOIL :96" BEAM THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND HENCE, WILL ACT AS A FOOTING. (a) PUNCTURE P max = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot /d) = 6,480 I b. Fpunct = 2* sgrt(f'c) = 89.4 psi. Apunct = [(w +t /2) +(d +t /2)]* 2* t = 162.5 i n.'2 fv /Fv = Pmax/(Apunct*Fpunct) = 0.45 (b) SLAB TENSION Asoi I = Pmax /(1.33 * fsoi I) = 4.86 ft. /2 = 700 i n.'2 L = sgrt(Asoi I) = 26.5 i n. B = sgrt(w *d) +t = 10.2 in. b = (L- B)/2 = 8.1 i n. Mconc = w bit /2 = (1.33 *fsoi I * b/2)/(144* 2) = 305.5 i n.I b. Sconc = 1 * ti2/6 = 4.17 i n. /3 Fconc = 50 *sqrt(f'c) = 201.25 psi. fb /Fb = Mconc /(Sconc *Fconc) = 0.36 B L BASE PLATE w = 7.75 in. d = 3.5 i n. CONCRETE t = 5 in. f'c = 2000 psi . SOIL fs = 1000 psf. City of Tukwila Department of Community Development August 3, 2001 Mr. David Lackey 400 Southcenter Mall Tukwila, WA 98188 RE: Permit Status D98 -0267 571 Strander Boulevard Dear Mr. Lackey: Steven M. Mullet, Mayor Steve Lancaster, Director In reviewing our current permit files, it appears that your permit for rack storage, issued on October 15, 1998, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, ():f � . (T- Stefania Spencer Permit Technician Xc: Permit File No. D98 -0267 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director January 20, 2000 David Lackey 400 Southcenter Mall Tukwila, WA 98188 RE: Permit Status D98 -0267 571 Strander Blvd Dear Mr Lackey: In reviewing our current permit files, it appears that your permit for rack storage, issued on October 15, 1998, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, • Bill Rambo Permit Technician Xc: Permit File No. D98 -0267 Duane Griffin, Building Official 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 PLAN RPetti EVIE /ROUTIN � :LIP ACTIVITY NUMBER: D98 -0267 PROJECT NAME: SEARS WAREHOUSE RR Original Plan Submittal Response to Correction Letter # DATE: 8 -4 -98 Response to Incomplete Letter Revision After Permit Is Issued DEPARTMENTS: 55 rr ng Division g Fiell^revention Iic W-z v orks Structura i� f n Planning Divisiory/]�• Permit Coordinator fi DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete n Comments: DUE DATE: 8 -6 -98 Not Applicable n TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) n REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 9 -3 -98 Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions 0 Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 City of Tukwila Fire Department Fire Department Review Control #D98 -0267 John W. Rants, Mayor Re: Rack at Sears Warehouse - 571 Strancier Blvd. Dear Sir: Thomas P. Keefe, Fin? Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 2. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 3. 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 231C, 3 -2.3) 4. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 5. Depending on the classification of the commodity being stored and the size of the storage area, smoke vents and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. 6. Depending on the classification of the commodity being' stored and the storage height, in -rack sprinklers may be required per N.F.P.A. 231C. Contact the Tukwila Fire Prevention Bureau for further information. 7. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 8. High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 3 Yours trul , \Al John W. Rants, Mayor The Tukwila Fire Prevention Bureau cc: TFD file ncd Thomas P. Keefe, Fire Chief Headquarters Station: 444Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 • Fax (206) 57$4439 CITY OF T( : WILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 STATE OF WASHINGTON ) ss. COUNTY OF KING iI"\ tlpa ? Ikz , states as follows: 1. 1 have made application for a building permit from the City of Tukwila, Washington. H -4 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. KAREN E. OCKWELL STATE OF WASHINGTON rnTARY- -- PUBLIC „:....'i'•:3C34 -08 -01 AFFCONT.DOC 5/29/96 APPLICANT Signed and sworn to before me this day of jp, G NO ' RY PUBLIC in and for the State of Washington, Ave", , 19g4 . residing at Name as commissioned: My commission expires: -e-c3/ County. )0)/(0.0 18.27.090 Exemptions. This chapter' ' all not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is Tess than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT.DOC 5/29/96 of the operation is made into contracts of amounts Tess than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. D 6 /8- 02107 RECEIVED CITYOFTUI(Wflq AUG 0 , '1'358 PERMI1 Po.� — � ,,; 1/21 O o , :'''''''''''''''`.-• I , 2 3 ��G I 4 ii Y/ I,,J I, 7/16"0 �` STUD 1,: 1>-F1-/T—C1 ;�4 TYP �-' ® ii Orr, 5,8 " TYP. k Oil 1 /e.. .. TYP. 1 1 31/4" 3" APPROX. 3 APPROX. / /8" 1 1/4" TYP. 2' .} 1 VIEW A. TYPICAL BRACING TO COLUMN CONNECTION , ROW SPACER ■ / , GENERAL CONFIGURATION V. / , VIEW 'B': V. / TYPJCAL_BEAM TO.COLUMN_CONNECTION "/108' _ ,�+ NO I ES: 1 STORAGE RACK DESIGNED ,R DIVISION VI OF THE 1994 UBC 2 STORAGE CAPACITY 96' BEAM - 2000# /LVL 108" BEAM - 1800 # /LVL 3 ASTM A570 FOR SHAPE Fy = 55,000 PSI GRADE 55 4. ALL BOLTS A307 (UNLESS NOTED) 5 ANCHORS FiILTI KWIK BOLT II OR APPROVED EQUAL ICBO #4627 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION 7. CONCRETE 5'• THICK z 2000 PSI 8 SOIL BEARING PRESSURE 1000 PSF D98-0267 E XPIIZED ' 1 _... .�' 96 : 12 -0" :.. 0" 12 C" 1 •.- 1 -5/8" + TYP. —7 GA 3,4 3'-6 3' -6 3 -63/8" 3/8" ♦ 3/8" -® (9 ,1- 21/32 1 5 /8" / Q 4 GA 4' 0 "' A - 1 `} 4' T YP > 1/8" V17/8" 81/2, \1I BEAM FRONf VIEW SIDE VIEW 6 CONNECTOR 3 \ -3/4" /a" I t 5 /8'. TYP © -,— EMBDMNT � 1 � �'� i ��gg " —� i11 1U 1/2 ' 2 RE4'D PER BASE PL , COLUMN 411 3 ..�, 3 -1/2' : 5.. 1 /2" B PLATE © CONCRETE _:. �. 0 ANCHOR © : .� -. � - , :. 14 GA % 1 -1 /4° t ',. 1 -55/ 7 �SII '< v � ' �' J /` f J, ��1��.,. SEIZMIC MATERIAL HANDLING 13 GA jj �J /16 718" TYPT' 1 -1/2" ,F— INC. ENGINEERING 161 ATLANTIC STREET EST': 1985 POMONA, California 91768 Tel (909) 869 -0989 •Fax (909) 869 - 0981'. ' • n ' , 2 1/4 MIN. EMB n • u '. s - v - - • �� 0 . ' 's ( (� -1� (l l � l 11 1 /ll —ll 11 l( Il �_l„ 11 SOIL k 1 -1/2" ' \ HORIZONTAL & DIAGONAL BRACE TYPHGR " . 3/8 THK 1/8 � tl2" " ,_ . — , �1ii�� ORS CONTRACT SCALE NONE DRnWN e N. F. I 4 - 12 - 2000 I N. 665374 onrE 7/6/98 APPROVED By SALE FATEEIJ cE.ccRiRnoN STORAGE RACK DETAILS (INTERLAKE TYPE) COLUMN ADDRESS TUKWI WA DRAWING NUMBER 98 - 0776A 2 % BASE PLATE \ 3� ANC D 6 /8- 02107 RECEIVED CITYOFTUI(Wflq AUG 0 , '1'358 PERMI1 Po.� — _ - BrAM LENUIFI STAGING FOR RRC TRUCK 2000 LBS PER SHELF MAX. 1600 LBS PER SHELF AVG. CUSTOMER GOODS TYPICAL FRONT ELEVATIONS 108" BEAM LENGTH 1800 LBS PER SHELF MAX. 1500 LBS PER SHELF AVG. PLAN VIEW AISLE WIDTHS TO BE DETERMINED BY CUSTOMER TYPICAL END ELEVATION 2 ROW SPACER PER BACK TO BACK FRAME D98 -02b7 EXPIRED (4) 3/8 " -16 X 5/8" FLANGED BOLTS AND LOCKNU TS — TYP. ROW SPACER CONNECTION 48 TYP . 48" TYP 6" TOP. 48" TYP. 48" TYP 6" TYP. II DISPLAY + STORAGE CUSTOMER DMT vi 7/8" 2 3/8" SHIM AS REQ'D 7 3/4" 3" TYP. FOOT PLATE DETAIL SEARS [UKWILLA, WA ELECTRONIC DWG. N0. I REF23789_01.DWG NOTE: nks drawing (or print) Is the property of Pie Interlake Companies, Inc., IL, and shall not be traced, photographed, photostat.. or reproduced in any manner, n used for any purpose .+hotsoeser er pt by written permission al TM1e Interlake Compnn es, Inc. RECEIVED CITY OF TUKWI'iA AU& f.1 4 199 PERMIT CENTER SEE DRAWING 94 -O77 &A F ANCHOR SPIN N AND EMBEDMENT RAE SCALE DR. CH. SUPERSEDES 7 - -8 -98 1/8 " =12" AJK LM PROpucr ROLL FORM SEMI° DESCRIPTION ,..-lorsland (hat the Plan Check ApprY"AX_ are -, to errors and onessays and ?9( 'al of z: does not auth< " env ;t,u;ed rode or o(tlir nce or con - :: r- no:'A' .r v�l plans acknowledged. Date Permit No., PLAN AND ELEVATIONS nfterlmake Material Handling, Inc. X FOR INSTALLATION FOR APPROVAL FOR QUOTATION DRAWING NO. F'MA- 23'789 SHEET 110. S — 1. LINEAR TOLERANCE ANGULAR TOLERANCE .X = 10.250 .XXX = ±0.053 X. = t 1.0' .XX = 10.125 .XXXX = 10.031 .% = t 0.5 Defa-ar� DO NOT SCALE