Loading...
HomeMy WebLinkAboutPermit D99-0361 - Costco - Storage RacksCostco Wholesale l Signature: City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 252304 -9063 Address: 1160 SAXON DR Suite No: Location: Category: AWSE Type: DEVPERM Zoning: TUC Const Type: RACKS Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: EASYUSS08305 OCCUPANT COSTCO WHOLESALE Phone: 1160 SAXON DR, TUKWILA WA 98188 OWNER SADE PAUL +ELEANOR 585 POINT SAN PEDRO RD, SAN RAFAEL CA 94901 CONTACT NORMAN PETERSON Phone: 206- 575 -9191 1160 SAXON DR, TUKWILA WA, PAGER 699 -2514 98188 CONTACT PEDRO CASTRO Phone: 425 - 602 -4917 USE AS BACK UP CONTACT, PERSON CONTRACTOR EASY UP STORAGE SYSTEMS Phone: 206 395 -2033 8731 S 212TH STREET, KENT, WA 98031 * *•k * *•k ***** ** * *•k * **** * * ** *fir k****** k********* * *A• * * * * * ** * * * ** * * ** * * * * ** * * * * Permit Description: INSTALL RACK STORAGE. ****************************************************** * * * * * *•k * * * * * * * * * * ** * * * * * * * * * ** 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: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** ** * * * * * * * * * * * * * * * * *** ** * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 303.56 ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * *. ** * * * * * * * ** * * * * * *k * * * * * * *•k * * * * * * * * * * ** ** / / 1/ Date:lO� Permit Center Authorized Signature: .0 South: Sewer: Slopes: DEVELOPMENT PERMIT .0 TUKWILA Y Print Name: /l/40e0P9n /47 Si rt. Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERS East: .0 West: .0 Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D99 -0361 ISSUED 10/29/1999 04/26/2000 I hereby certify that I have read and examine 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 Date: l 0 - _?g c9 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. Permit No: D99• 03 1 Address: 1160 SAXON DR: Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 10/05/1999 Parcel #: 252304 -9063 Issued: 10/29/1999 **• A *k * * *. * * * * * *•k * *'A* * * * * * **A A****• k * * **•k•k•k * ** * *k * **•A *•A * * **•A Permit Conditions:.: 1 140 changes will be made to the plans un l ess. approved by the ;Engineer and the :Tukwila Bul ldingbiyis,ion. Bolts installed in concrete. shall` =be_ special inspected (UBC Sec. 1701.5.?) 3. All permits. ;inspection records, and approved plans shall be: available at the `'.i si te. prior or to the start of :any . , con - ;struction. These documents are 'to be maintained and ' avai 1 able .until ffinel A , appr.oval is granted,. When special ;inspect ion is required either the.:owner, :. ,architect or 'engineer: shall,_notify the Tukwila'`: B u i l d i n g ' ,Division'of appointment.'of the inspection agencies prior the first inspection. Copies of a l l .'special inspection report's shall be submitted to the Building :. Divis :a timely manner '-; shall contain-address, t ., project name, permit number. and' type of inspection being per;for�med. 5. :The special inspector shall submit ",.a final signed report stating whether the work r,equiring'spe,cial' inspection was, to : :; best of inspector's knowledge, 'i in conformance with approved plans and specifications and the applicable workmanship provisions of the ..UBC. ,All •construction to be done in conformance, with approved .: plans and requirements of the Uniform Building Code (1997 Edition) as amended. Uniform Mechanical Code (1997 Edition) and``Washington State Energy Code :" 11997 Edition). Project Namelf enant: Ted /1% a . s A9/e._ Value of Qo n0tr0/ do Site Address: //,, - 7 7- 41644/1 7 6 City S tat 9 ip C l rU 0 �j'/g -,�''o Yj r?/A 8 Tax � Parcel s2 .3 Number: — 40 � � o� Properly Owner: r©STCo Ouho/e sp.-41 Phone: .stS- 3/3- ,8/00 Street Address: City State /Zip: q tAKE Le - .24Ayu Ah 4 -49-. wea Fax #: ---- Contractor: z , n #C(C •C �� VL /C P hone y , 33 Fax #: Street Address: Cit State /Zip: Architect: Wet 1.gval /P�L • Phone: / � �•-., s-2 Z - Qt" 7'� 7a�7 Street Address: Ci fate /Zip: /8_2 0 ivOre7l tV a o t r i 9 #: Fax - YES_ p22 - y/a 9 Engineer: Phone: Street Address: City State /Zip: Fax #: I Contact Pero I2 '7i ,r4 dre/e_g c r , Phone 4— 3 f� —575= 9/9) I-- Stre d ress: Cit i /( Groh A ��4 w q�C.3/ State /Zip: F .ax #: 1 Description of work to be done: / ,,� -, 64%) it V 0- - C' %ua &Pit cz.U' /2f9C�� �� /�� E. Existing use: rgRetail ❑ Restaurant ❑ Multi- family nt Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel El Office El School /College /University El Other Proposed use: igt Retail El Restaurant El Multi - family Warehouse El Hospital ❑ Church El Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University El Other Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? Tt yes ❑ no Existing fire protection features: ❑ sprinklers El automatic fire alarm ,none El other (specify) Building Square Feet: /56, ow) existing Area of Construction: (sq. ft.) 7,5766'61 Will there be storage of flammable /combustible hazardous material in the building? El yes , f no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi- Family Tenant Improvement / Alteration Permit Application CITY OF TUKrILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS'SITE/CIVIL PLAN REVIEWOF THE FOLLOWING .:• (Additional reviews may be determinedby the Public Works Department) ❑ Curb cut/Access /Sidewalk El Flood Control Zone Size(s): 0 Cut cubic yds. 0 Fill cubic yds. El Sewer Main Extension El Street Use El Water Main Extension Size(s): 0 Deduct Size(s): Size(s): Est. quantity: ❑ Channelization /Striping El Fire Loop /Hydrant (main to vault) #t: ❑ Land Altering ❑ Sanitary Side Sewer It: ❑ Storm Drainage ❑ Water Meter /Exempt #t: El Water Meter /Permanent # El Water Meter Temp ## El Miscellaneous ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal ❑ Hauling 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: Date application xpires: Applical / ken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTI'ERMIT.DOC 1/29/97 BUILDING OW OR AUTHOR/ GENT: Signature: 0/4A ! /1 jam` Date: /0A,../9 p Print name: ra/P MAl2 17-:"../7-C671 Phon : �F s7r „ y /9/ Address r(6e) S , P,2. - Gf(LWr /i3. a/A 9/0,3 / City /State /Zip ALL COMMERCIAL/MULTI MILY TENANT IMPROVEMENT! ERATION PERMIT APPLICATIONS ST BE SUBMITTED WITH THE FMLOWING: D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED Cl El Complete Legal Description ❑ ❑ 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). Cl El 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. ❑ ❑ 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 ❑ ❑ 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. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). El ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. C7PERMIT.DOC 1/29/97 •— --- :. ... 7 rviTKP 1r4,70 , . . , • - fr 4. 4.." 4 ( t "7 77 „ . • . , . . •„ „. • • • •. 4 •, '•• '..•.• • • . • • • , , • , ‘, . ' ' . • - " , , „ „ ' ' . • ' • „ ,,- . .„ . , , , , ( lYP TTY ?Ili vn LA. :.:14PC: . RAo9ri1i ** I,* 4* -or * * . • * * 4r: .*:* ** **A * * . . R 11, 79 , f4Mottnt . 1El.5.; 75 : 107 / 10 ;1'42 meni ffie11'id. LHLCI NO t a t ion C 0 BITC 0 WHOLEffl : t NA13 Permi t No' D99-0361 rype: DEVPERN I'')tL8PrI t'l PIER AI Parcel No: 252304-9063 S i be s Addret5s: 1160 SAXON DR ota 4 Feeti: 303.'56 111ii, Payment 1E15.75 lotal ALL Poet t 303.56 Balance: .00 **51—A*******4,*.i, Account Code Description Amount 000/322.100 BUILDING - NONREG 101.25 ST A 1' F.: 11 UILDING 13U 11 CHARGE' 4.50 k 8330 11/01 971.7 TOTAL 185 .75 177 *********************** * * * ** * ** ** * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA TRANSMIT * * * * * * * * * * * * * * * * * * * * * * *: * * * * ** **Wk ** ** * * * * * * * * * * * * * * * * * * *;.. TRANSMIT Number: R9800160 Amount: 117.81 10/05/99 10:29 Payment Method: CHECK Notation: COSTCO WHOLESALE Init: BLH Permit No: D99 -0361 Type: DEVPERM DEVELOPMENT PERMIT. Parcel No: 252304 -9063 Site,Address: 1160 SAXON DR ',Total Fees : 303.56. .117.81 Total ALL Pmts: 117.81 Balance: 185.75. *******.************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description' Amount 000/345.830 PLAN.CHECK - NONRES 117.81 This Payment. 7637 10/06 /710 TOTAL 117.81, Project: (-1 --0S-ICC) Typc rc 4) Addrrit c 19 _ )(°P\ c.-4 -I Date called: 10-16)--oo i instructions: AV-fr \00 w. Date wanted: i _ i - a m. Requester: .-k-N A-Qv\ WC DPV P,o ; ; 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDIN DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicab Inspector $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. [Receipt No: Date: PERMIT NO. (206)431-3670 rior to approval. COMMENTS: ; rir`e. 11,v5eecticJti wC 4 h! - 3. 'CI\e. . c7ti '%ti spec\-vvti. cux.-A4 Clt a ec. M � Z. . crt),.. r k e . ire, 4 i w', i ( ccr Colt aw - ),2 C- i i '- tS Qec.hOk.t, Requester: �j erte 0..K. • Y)l Cl 1 '1 to 9 -'s 1 v\ c I — . Ll'n,. `e (.7 4-0 r1° R vu4 - 1 • PpjecL ev T ,: t., da 5 . 7.7 A z..... Date called: 91 Special instructions: Date wanted: j f /�� v...:_..:.-- / p.m. Requester: �j erte Phonec20 S7S -9/ 9 / INSPECTION RECORD Retain a copy with permit " INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: Date: PERMIT NO. (206)431 -3670 Approve per applicable codes. Q Corrections required prior to approval. Inspector: V tJah,„ Date: I I If $47.00 REINSPECTION FE E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. F' ti l e s #LEA ..A. Project Name 60.0 ,A) s, Address // G 0 Su r<O-- Dr Retain current inspection schedule Needs shift inspection ' y Approved without correction notice Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Sig g atu e INALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Approved with correction notice issued John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No . Dei os (° Date Suite # Rev. 2/19/98 T.F.D. Form F.P. 85 A• Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 Costco USP Racks Location: 1160 Saxon Drive Tukwila, WA. Prepared For: Costco Wholesale Incorporated Issaquah, WA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 1225 -F North Pacific Glendale, CA 91202 (818) 549 -0072 Peter S. Higgins, S.E. Job Number 3955 Septembe 28, 1999 ,a rop nce. n all con d shal ate The m be als a alcu This Document and the design it contains jopyrigh by Peter S. is provided as an instrument of service, end shall not be reprod written permission. / Notice 1 Building If this calculation is submitted fo building perm calculations as listed in the table i f contents on by all drawings listed in Section 1 All documents in ink of a contrasting color wi the same Job signed across this block. /1 REPRODUCTION ssociates. It on without fts.Tesso r EXPIRES MAR 31 2000 - 1 RECEIVED CITY OF TUKWILA OCT - 5 1999 PERMIT CENTER P15-03(401 Project: Costco September 28, 1999 P 'R S. HIGGINS AND ASSOCIATA °CONSULTING STRUCTURAL ENGINEERS Table of Contents 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Peter S. Higgins and Associates 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.2 Seismic 1 1.2.2.1 Zone 4 1 1.2.2.1.1 General (UBC 2222) 1 1.2.2.1.2 Short Formulation 2 2 3 Level Racks 2 2.1 Components and Geometry 2 2.2 Check Beams 3 2.2.1 Design Forces 3 2.2.2 Beam Properties 3 2.3 Check Posts (Dead plus Live Loads) 3 2.3.1 Load to Post 3 2.3.2 Post Properties (net section) 3 2.4 Longitudinal Seismic 3 2.4.1 Base Shear 3 2.4.2 Design Forces 4 2.4.3 Post - Combined Stresses 4 2.4.4 Beam Connections 4 2.4.4.1 Design Forces 4 2.4.4.2 Connection Capacity 5 2.4.5 Base Plate 5 2.5 Transverse Seismic 5 2.5.1 Base Shear 5 2.5.2 Design Forces 6 2.5.2.1 Stability 6 2.5.2.2 Brace 6 2.5.2.2.1 Design Force 6 2.5.2.2.2 Brace Capacity 6 2.6 Slab on Grade 7 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 3955 Sheet i 3 2 Level Racks 7 3.1 Components and Geometry 8 3.2 Check Beams 8 3.3 Check Posts (Dead plus Live Loads) 8 3.3.1 Load to Post 8 3.3.2 Post Properties (net section) 8 3.4 Longitudinal Seismic 9 3.4.1 Base Shear 9 3.4.2 Design Forces 9 3.4.3 Post - Combined Stresses 9 3.4.4 Beam Connections 9 3.4.4.1 Design Forces 9 3.4.4.2 Connection Capacity 9 3.5 Transverse Seismic 10 3.5.1 Base Shear 10 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. ETER Si HIGGINS AND ASSOCI CONSULTING STRUCTURAL ENGINEERS 3.5.2 Design Forces 10 3.5.2.1 Stability 10 3.5.2.2 Brace 10 3.6 Slab on Grade 10 :: . Project: Costco September 28, 1999 PE( 'R S. HIGGINS AND ASSOCIATI( CONSULTING STRUCTURAL ENGINEERS Job No. 3955 Sheet 1 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of draw- ings is for the structural review of the storage racks only. Other information is not reviewed, nor approved. Note: the single level rack is exempt from building permit (although it easily satisfies seismic criteria). 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Peter S. Higgins and Associates CW - 1, US - 2 1.1.1.2 By Others Costco No ID as received 9/16/99 (rack arrangement) 1.2 Loads 1.2.1 Vertical (Dead plus Live) Loads per level = 5.0 kips Design beams for 25% impact of one load (conservatively take 10% of entire load on full span) 1.2.2 Seismic Stores are designed to Zone 4 criteria regardless of site zonation. 1.2.2.1 Zone 4 1.2.2.1.1 General (UBC 2222) 0.8ZN C,I 2.5C 0.11C <_ R W <_V RT WS R W Where: For default soils: C 0.44N C = 0.64N I =1.00 1.0<N =<1.5 1.0<N <2.0 Substitution yields: For working stress designs: R= (1.4)(5.6) =7.84 Longitudinal (1.4)(4.4)=6.16 Transverse T= Structure Period (sec) W= Rack +Contents per 2228.5.1 0.082N, 0.034NaW50.041 / tong — 14/5.0.140N 0.104N, 0.034N a ll < _ 0 . 052 N uW <V trans — T W <_0.179N For sites distant from major faults: N N =1.0: °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco September 28, 1999 Substitution yields: 0.034W5. long — 0.082 W50.140W 0.052W 5 V trans 0.104 W5_0.179W 1.2.2.1.2 Short Formulation If racks are interconnected such that 4 posts in each direction resist lateral load, then using code maximum loads, and W =rack rated capacity: For sites distant from major faults: N =N =1.0: V long 50 .140W= 0.140(DL +LL /2)=.0.070W V trans 5 0 .179W= 0.179(DL + /2) ., 0.090W (since DL < < LL) This condition is usually satisfied by interconnecting back to back rows of rack, or by tieing single rows across the aisles. 2 3 Level Racks 2.1 Components and Geometry W W =105" a =60" b =60" c =60" Beam Type T5125 ITER S. HIGGINS AND ASSOC"( ES CONSULTING STRUCTURAL ENGINEERS '-- H =180" D =34" 1 ld 56" Upright Type F35 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 3955 Sheet 2 Project: Costco September 28, 1999 2.2 Check Beams 2.2.1 Design Forces L,kr M < =36.1 inch kips 2.2.2 Beam Properties 7/8" 3" $ 1.63" P 7R S. HIGGINS AND ASSOCIATI( `CONSULTING STRUCTURAL ENGINEERS 0.085" ( T5125 S =1.41 in I =3.78 in 2.50" 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Load to Post 2.3.2 Post Properties (net section) 3 ', F35 Job No. 3955 Sheet 3 P < (tt of levels)(L) 2 , =7.5 kips ly /r =50 t t =0.115 in a /r X =47 X A =0.88 in t S =0.98 in F =24.4 ksi r =1.28 in S =0.66 in P =21.4k r =1.08 in _ =29.4-k 2.4 Longitudinal Seismic 2.4.1 Base Shear Determine Period - Rayleigh Method - UBC Method B. Derivation supplied upon request. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco September. 28, 1999 T > 1 V i47L3 2 � 2a+ 2a+ 1) 2300 / Substituting yields: T>1.9 sec Thus: V< 0.062W 2.4.2 Design Forces P<7.5k V <0.46k M < Va /2 = (0.46)(60)/2 = 13.9 "k 2.4.3 Post - Combined Stresses 2.4.4 Beam Connections 2.4.4.1 Design Forces In general for a given level M corm M M M M 'TER S. HIGGINS AND ASSOCL; ES CONSULTING STRUCTURAL ENGINEERS M M +1 2 P M — +— P a M a =0.82< 1.33 O.K. Units: kips, inches, seconds Where: W = Load per level L = Spacing between levels I = Moment of inertia of post n = Number of levels M3 =4.6in k M3 =2.3in k M2 =9.3in k M = 7 . Oin k M1= 13.9in k M1= 11.6in k MS =M1 Job No. 3955 Sheet 4 Column Moments Connection Moments °Copyright by Peter S. Higgins and Associates. Provided as an instrument of' service. Copying by written permission only. Project: Costco September 28, 1999 2.4.4.2 Connection Capacity 2.4.5 Base Plate 7/16" diam. Rivet Va = 2.5 kips P —e/2 2.5 Transverse Seismic 2.5.1 Base Shear Use Code Default Values for CS V= 0.183W =2.75k • 7,11 S. HIGGINS AND ASSOCIATf, . CONSULTING STRUCTURAL ENGINEERS 8 3/8" Plate 0.85 fc T =0 Stable under vertical load alone Anchors provide added Factor of Safety Standard Connection M (1.33)(2.5)(4)= 13.3in k O.K. Seismic Type (8x5) From equilibrium: (5)(e)(0.85f - P +T (3)(T)+(4-- )(P+ T) Simultaneous solution yields: e = 0.88 in. T = O kips O.K. Job No. 3955 Sheet 5 () Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco September 28, 1999 2.5.2 Design Forces D P V EQ h' 2.5.2.1 Stability TBolt .= (Peq - PD +L.) /2 = 1.1k Use min. 1/2" diam. ICBO approved expansion anchors. Minimum embedment 3.5" into slab. 2.5.2.2 Brace 2.5.2.2.1 Design Force Pbr <5.5k 2.5.2.2.2 Brace Capacity TIERS. HIGGINS AND ASSOCI' • ES CONSULTING STRUCTURAL ENGINEERS \,•.'. 0.25" t 14 ga Vh' e Q D L k1 F P (in) r (ksi) (k) 54 91 16.6 5.76 O.K. Job No. 3955 Sheet 6 h' =120 inches Pe =9.7 kips P =7.3 kips (Zone 3) Note: Bracing shown is schematic - see this section, subsec - tion .2 for actual geometry. Anet =0.26 in2 r =0.59 in (K =1.0 governs) r =0.35 in (K =0.65) Q =1.00 eCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. 2.6 Slab on Grade Treat slab as equivalent unreinforced square footing 12I a/ =32.9 in =0.85 feet =4.32 in kip /ft Where: P.= 7.5 kips b = 6.5 in. (average) t =6 in. . f c = 2000 psi Qa = 1.0 ksf rel3R S HIGGINS AND ASSOCIA CONSULTING STRUCTURAL ENGINEERS (12)(1 =72 in /ft Mc =0.060 ksi Callow 1 .7 =0.085 ksi Job No. 3955 Sheet .7 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco September 28, 1999 3.1 Components and Geometry W • W=105" a =60" b =60" Beam Type T5125 ;TER S. HIGGINS AND' ASSOCII CONSULTING STRUCTURAL ENGINEERS 3.2 Check Beams OK per previous checks. 3.3 Check Posts (Dead plus Live Loads) 3.3.1 Load to Post 3.3.2 Post Properties (net section) 1 F18 ,, 3 t =0.095 in X - -- -- - X A =0.48 in S =0.47 in r =1.20 in t S =0.27 in ry =0.66 in H=120" D=34" ly =50" 1d =56" Upright Type F18 P < (tl of levels)(L) 2 =5.0 kips Job No 3955 Sheet 8 1/r =76 A /4 =50 F =19.8 ksi P =9.5k Ni a =14.1 k °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco September 28, 1999 3.4 Longitudinal Seismic 3.4.1 Base Shear Determine Period - Rayleigh Method - 3 T 2300 W I (2n +2n+ 1) Substituting yields: T>1.9 sec Thus: V <0.060W 3.4.2 Design Forces P < 5.0k V < 0.30k M < Va /2 = (0.30)(60)/2 =9.0 "k 3.4.3 Post - Combined Stresses 3.4.4 Beam Connections 3.4.4.1 Design Forces P 7R S. HIGGINS AND ASSOCIAT r -CONSULTING STRUCTURAL ENGINEERS Mconn < 0.9 "k 3.4.4.2 Connection Capacity OK per previous checks. Job No. 3955 Sheet 9 UBC Method B. Derivation supplied upon request. Units: kips, inches, seconds Where: W = Load per level L = Spacing between levels I = Moment of inertia of post n = Number of levels P M Pa Ma M = 1.17<1.33 O.K. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. 3.5.2 Design Forces 3.5 Transverse Seismic 3.5.1 Base Shear Use Code Default Values for CS V= 0.183W =1.83k Vh' 3.5:2.1 Stability Peq < PD +L - Stable - No Uplift. Anchors provide added Factor of Safety. 3.5.2.2 Brace OK per previous checks. 3.6 Slab on Grade OK per previous checks. .TER' S HIGGINS AND ASSOCI, S CONSULTING STRUCTURAL ENGINEERS Project: Costco. Job No: 3955 September 28, 1999 Sheet 10; h' =90 inches Peq =4.8 kips Note: Bracing shown is schematic see this section, subsec- tion .2 for actual geometry. CCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. *A'a4:Lrsnat�xen June 9, 2000 Norman Peterson 1160 Saxon Drive Tukwila Wa 98188 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Status D99 -0361 1160 Saxon Drive Dear Mr. Peterson: In reviewing our current permit files, it appears that your permit to install pallet rack storage, issued on October 29, 1999, 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) 433 -7165 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, D99 -0361 Duane Griffin, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 • ..`i.$7 ,11 Y ^a t<(. .Y1 .tA " .Vin : nS i ^..1'• :vl i�' ^ ^Y:RitC �.t �fY. �iC „���r �:�F��lr�,:.�tj�;�;.e'�,r he. e��: ..�,Y".�'1��.'�.�.c,'tt TIVITY NUMBER: D99 -0361 DATE: 10 -5 -99 PROJECT: NAME: :` COSTCO WHOLESALE XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division ublic Works tt A-- copy-A. PLAN REVIEW /RO DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete gi Comments: Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 Approved with Conditions Fire revention Planning Division AwGA Structural n Permit Coordinator DUE DATE: 10 -7 -99 Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 11-4 -99 Not Approved (attach comments) in REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: r City of Tukwila Fire Department Fire Department Review Control #D99 -0361 (512) Re: Costco Wholesale - 1160 Saxon Drive Dear Sir: October 11, 1999 Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 Thomas P. Keefe, Fire Chief existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. Racks designed for high -piled storage must comply with section 2207 of The Uniform Building Code. Please contact The Tukwila Building Department for details pertaining to design and installation standards. Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 231c 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 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. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed John W. Rants, Mayor Headquarters Station: 444Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number Yours. truly, City of Tukwila John W. Rants, Mayor Fire Department Thomas P Keefe, Fire Chief 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. cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575•4439 • '_•»� Vii. ,..., y ii;. DEPARTMENT OF LABOR AND INDUSTRIES ' REGISTERED AS PROVIDED BY LAW AS CONST CONT SPECIALTY REGIST. # EXP. DATE CCBT EASYUSS083Q5 11/01/2000 EFFECTIVE DATE 11/25/1992 EASY UP STORAGE SYSTEMS 8731 S 212TH ST KENT WA 98031 iii GENERAL NOTES 1. This drawing shows typical unit material and geometry. See Price/Costco fixture plan for location within store_ See Higgins Drawings US-2 for details of the rack components. 2. ARRANGEMENT Not all configurations may be installed. A unit may have any number of beam levels if the loads per bay and the maximum spacings shown are not exceeded. 3. MATERIAL Components shown are minimum sizes. Larger/heavier components may be substituted. 4. ANCHORAGE Use anchors per US-1, or US-2 UNO Zone 4_ Use min. embedment of 3.5" for 3 Level Racks 1 FRONT 2 LEVEL RACKS Upright: Min. F18 Seismic Footplate (8 "x5 "x3(8 ") Beams: T5125 -105 Maximum Loads: 5,000 lbs per Level 10,000 lbs per Bay EXPIREMA 3 2008 GGINS A' OCIATES ENGINEER •RTH PL IFIC LE, _ '°, 02 RUCTU 1225 -F WING COPYING WET SIGN BUILDIN MUST 105" DATE 4 -30 -98 DRAWN 34-42" SIDE r 105" FRONT 3 LEVEL RACKS Upright: Min. F35 Seismic Footplate (8 "x5 "x3 /8 ") Beams: T5125 -105 Maximum Loads: 5,000 lbs per Level 15,000 lbs per Bay CITY OF TUKWILA APPROVED OCT 2 8 1999 AS Oa PRICE /COSTCO USP RACKS STORAGE RACKS TYPICAL CONFIGURATIONS 34-42" 1 SIDE co CITY RE CITY C T - 5 1999 PERMIT CENTE■ Issue Date: September 28, 1999 Job # 3955 Drawing # CW - 1 J i Tye W B d f 1 I 72250 225', 2.00 ass 0075 029 0_36 T2936 294' 200 028 (1062 (144'' 0.61 T2937 294 200 0.88 0.085 0.50 '1179 12500 3.50 200 0.88 0.085 0.52' '0.95 T3874 3_88 2.50 1.0 0052 0.65' 1.34 73875 3.88 2_50 103 0.085 0.85 1.76 T4124 413 2.50 1.63 (1062 4172 1.57 T4125 4.13 2.50 1.63 0.085 (195 207 T4624 4.63 2.50 1.633 0.062 0.87 212 T4625 4.63 2.50 1.63 0.085 1.15 281 T5124 513 2.50 1.63 0066 1.10 294 75125 5.13 2.50 1.63 0.085 1.42 3.80 75625 5.63 250 1.63 0.095 1.77 5.19 T6000 6.00 250 1.63 0.105 215 6.71 \ T6500 6.50 250 1.63 0.105 247 8.31 Type W D t As Sx ry F14 3.00 1.63 0.067 0.34 '_ 0.33 1.21 0.68 F18 3.00 1.63 0.095 0.48 0.47 1.20 0.66 F20 3.00 2.50 0.078 0.58 0.59 1.20 0.94 F25 3.00 3.00 0.075 0.58 0.66 1.31 1.12 F30 3.00 3.00 0.095 0.73 0.81 1.30 1.10 F35 3.00 3.00 0.115 0.88 0.98 1.28 1.08 D140 4.00 2.50 0.095 0.76 1.05 1.59 0.99 < D146 4.00 2.50 0.115 0.92 1.27, 1.56 0.97 GENERAL NOTES T ype (km C 1.50 2.00 1.00 1.50,, Dlxx type BRACE DIMENSIONS t=14 ga 3. MATERIAL Steel - ASTM A570 Grade 55 UNO Fxx type 0.25" 1. This drawing shows standard details of the rack product line only. See engineer approved installation drawings (same Job number) for components used, special details, arrangement, and site specific information. 2. The installation drawings govern over this drawing. Welding Electrodes - AWS E70 -)O( (all welds single pass fillet welds designed at 50% stress levels) 4. Expansion Anchors shall be ICBO approved types. e.g. Hilti Kwik Bolt (ICBO RR #4627) ITW Ramset/Red Head JS type (ICBO RR #1372) Gvnnebo Taper -Bolt Sup -R -Stud (ICBO RR #3219) Embedment shall be minimum 5X Bolt Diameter. Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embedments shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 5. Unless noted otherwise on the installation drawings, the allowable soil bearing value is 1.0 KSF. • • RIVET PATTERN 3 Rivet Clip Standard 4 Rivet Clip Optional POST- each vertical face V1/8 V RIVET -typ 3/16" CONNECTOR PLATE ON BEAM Q 01 0.88 BEAM- COLUMN CONN. "16" (Nom.) ASTM A502 -3 Rivets BEAMS DIMENSIONS AND PROPERTIES UNITS: INCHES UNO PE R S. ANDA •O'ATE RUCTUR' ENG 1225-F NO PANT G ND'. CA • 24 8 4 9 -00 D ING C PYIN ET SI C.PIES•- LY ' VA F UILDI ER IT APP IC ON. •.. � WI M UST ' SIG ED A* • r S TH BLOC D ESIGN AR -f O' HT. ITTEN ER . . ON - Y DATE 9 -8'99 DRAWN CHECKED APPROVED P. N. UNITED STEEL PRODUCTS STORAGE RACKS 55 KSI YIELD, TUBULAR BEAMS STANDARD DETAILS Job # 3955 Drawing # US 2 i D COLUMNS DIMENSIONS AND PROPERTIES NET SECTION - UNITS: INCHES UNO EXPIRES MAR r) 1' MOO 0 a GUY Of TUKW` A APPROVED O C T 2 8 1999 f`40 t.O STANDARD T =11 ga ti BASE PLATES COMMON SIZES ONLY SEE INSTALLATION DRAWINGS FOR CUSTOM SIZES AND ANCHORAGE • FRONT SIDE TYPICAL ELEVATIONS SEE INSTALLATION DRAWINGS FOR SITE SPECIFIC INFORMATION RECEIVED^ A CITY OF TUK OCT - 5 1999 PERMIT CENTER Min. 3/8" Anchor \ Min. 1/2" Anchor (1 per post) (2 per post) ( Added 1/6 V \ Welds 7.00" SEISMIC (1 =3/81 0 Issue Date: September 28, 1999 GENERAL NOTES 1. This drawing shows typical unit material and geometry. See Price/Costco fixture plan for location within store. See Higgins Drawings US-2 for details of the rack components. 2_ ARRANGEMENT Not all configurations may be installed. A unit may have any number of beam levels if the loads per bay and the maximum spacings shown am not exceeded. 3. MATERIAL Components shown are minimum sizes. Larger/heavier components may be substituted. 4. ANCHORAGE Use anchors per US-1, or US-2 UNO Zone 4: Use min. embedment of 3.5" for 3 Level Racks m (6 105" FRONT 2 LEVEL RACKS Upright: Min. F18 Seismic Footplate (8 "x5 "x3/8 ") Beams: T5125 -105 Maximum Loads: 5,000 lbs per Level 10,000 lbs per Bay S 11f , cep WAS-A0 { 310NAL I EXPIRES. I ��q • 31 • �grp GGINS SOCIATES L E . ' EE PET S. AND RUCTU / 1225F ' P GLE�' C, 549 -COI DRA 'G , / DESIG ARE.��'• RIGHT ` CO"INS - WRITTE PERM : N OP' SIGyPD COPIES �NLY ID - BUILDIIIG 2ERMIT A •LI�I {N. • • I NS MUST BE SIGNED A v..: THI LOCK. DATE 4 -30 -98 DRAWN CHECKED PROVED P. H 34-42" SIDE 105" FRONT 3 LEVEL RACKS Upright: Min. F35 Seismic Footplate (8 "x5 "x3/8 ") Beams: T5125 -105 Maximum Loads: 5,000 lbs per Level 15,000 lbs per Bay PRICE /COSTCO USP RACKS STORAGE RACKS TYPICAL CONFIGURATIONS 34-42" T - 1 SIDE RECEIVED CITY OF TUKWILA 0 s — 5 1999 PERMIT CENTER Del -03(01 co Issue Date: September 28, 1999 Job # 3955 Drawing # CW -1 Type , A B dl t Sir Ix 72230 225 200 0.88 0_075 '029 036 72936 2.94 200 018 0.062 0.44 1161 T2937 294 200 088 0085 azo 0.79 T3500 3.50 200 088 0085 052 1195 T3874 3.88 250 1.63 0.062 1165 154 T3875 3.88 250 163 0085 1185 1.76 T4124 4.13 250 1.63 0062 0.72 1.57 T4125 4.13 250 1.63 01185 0.95 207 T4624 4.63 2.50 1.63 0.062 0.87 2.12 T4625 4.63 250 1.63 0.085 1.15 281 13124 5.13 250 1.63 0066 1.10 2.94 15125 5.13 250 1.63 0.085 1.42 3.80 T5625 5.63 250 1.63 0.095 1.77 5.19 T6000 6.00 -- 250 1.63 0.105 215 6.71 T6590 6.50 250 1.63 0105 247 8.31 ' Type W D I t As Sx ix ry F14 3.00 1.63 0.067 0:34 023 121 0:68 F18 3.00 1.63 0.095 0.48 0!47 120 0.66 F20 3.00 2.50 0.078 0.58 0;59, 1.20 0.94'' F25 3.00 3.00 0.075 0.58 0.66 ! 1.31 1.12 F30 3.00 100 0.095 073 0.81' 120 1.10 F35 3.00 3.00 0.115 0.88 0.98 1.28 1.08 D140 4.00 2.50 0.095 0.76 1.05 1.59 0.99 , D146 4.00 2.50 0.115', 0.92 1.27 1.56 0.97 , GENERAL NOTES Type Dlxx 1.50 2.00 1.00 1.50 BRACE DIMENSIONS t =14 ga CONN. 0.25" 1. This drawing shows standard details of the rack product line only. See engineer approved installation drawings (same Job number) for components used, special details, arrangement, and site specific information. 2. The installation drawings govern over this drawing. 3. MATERIAL Steel - ASTM A570 Grade 55 UNO Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50% stress levels) 4. Expansion Anchors shall be ICBO approved types. e.g. Hilti Kwik Bolt (ICBO RR #4627) ITW Ramset/Red Head JS type (ICBO RR#1372) Gunnebo Taper -Bolt Sup -R -Stud (ICBO RR #3219) Embedment shall be minimum 5X Bolt Diameter. Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embedments shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 5. Unless noted otherwise on the installation drawings, the allowable soil bearing value is 1.0 KSF., RIVET PATTERN 3 Rivet Clip Standard 4 Rivet Clip Optional S. AND ASS S UCTUR 1225 -F NO GLENDA X8.18 DRA G AN YING B ET SIGN C BUILDING ER MUST BE SIG 1O POS each vertical face 1/8t RIVET -Typ 3/16" CONNECTOR PLATE ON BEAM BEAMS DIMENSIONS AND PROPERTIES UNITS: INCHES UNO BEAM - COLUMN CONN. 7/16" (Nom.) ASTM A502 -3 Rivets BO O PET D COLUMNS DIMENSIONS AND PROPERTIES NET SECTION - UNITS: INCHES UNO I EXPIRES MAR J �UU 9 -007 ESIG ARE TTEN -ERMI PIES '.NLY IT AP'LICA D R0 03tgi 18 Min. 3/8" Anchor (1 per post) STANDARD T=11 ga FRONT TYPICAL ELEVATIONS SEE INSTALLATION DRAWINGS FOR SITE SPECIFIC INFORMATION BASE PLATES RECEIVED CITY OF TUKV ILA OCT - 5 COMMON SIZES ONLY SEE INSTALLATION DRAWINGS FOR CUSTOM SIZES AND ANCHORAGE PERMIT CENTER UNITED', STEEL PRODUCTS STORAGE RACKS 55 KSI YIELD, TUBULAR BEAMS STANDARD DETAILS • Min. 1/2" Anchor (2 per post) Added Welds 7.00" SEISMIC (t =318 ") Issue Date: September 28, 1999 Job # SIDE 3955 Drawing # US -2 �1■ NI I 1111® ® ®H111 — 0 - 10 I Tea =cram i,111l#-I1 II I % 4 I 1:.•71.1 %A INNNNI'' htl LOCATION Gf JImwE cca8l IUYk1AM1 FLOOR PLAN- SCALE: I " ° $ 01- 0" PALLET RACKING NOTES PAL9r?ACN RELOCATION DUE TO REMODEL STEEL PALLET RACKING FROM UNITED STEEL PRODUCTS, OR INTERLAKE 10 HIGH X 34' DEEP UPRIGHTS ARE USP RF35 34 160Fp OR INTERLAKE X75 OR #2513 USP 15' HIGH X34' DEEP UPRIGHTS HAVE 5' X "'X3/6' FOOT-PLATES INTERLAKE 15'HIGH X 34" DEEPUPRKWTS HAVE 7 or X312 °X3IR FOOT - PLATES ALL 1O5" LOAOSEAMS ARE USP.5125 -105, OR INTERLAKE 43518 -105 CONCRETEANCHOR BOLTS I2". X CONCRETE PAD IS 6 "THICK 3000 PBI NORTH f.IIY Q[ [UNWILA 1801'0818 X88 2 0 1 99 • ■999 pqq_ p ,l RECEIVED SEP 161999 pECEas.ItiGiw4S _t.:%