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HomeMy WebLinkAboutPermit D01-002 - COSTCO - PALLET RACKSD01-002 Costco Wholesale 1162 Saxon Dr City of Tukwila Community Development / Public Works • b300 Southcenter Boulevard, Sulte 100 • I u1: :,..-i1:., I S' tout 98188 DEVELOPMENT PER('IT Parcel No: 252304 -9063 Address: 1162 SAXON DR Suite No: Location: Category: AMFG Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: ENGINPI013JK OCCUPANT COSTCO WHOLESALE Phone: 1162 SAXON DR, TUKWILA, WA 98188 OWNER SADE PAUL +ELEANOR 585 POINT SAN PEDRO RD, SAN RAFAEL CA 94901 CONTACT LES PERRY Phone: 206 - 403 -2509 1162 SAXON DR, TUKWILA, WA 98188 CONTRACTOR ENGINEERED PRODUCTS INC 1033 6th AVE S, SEATTLE WA 98134 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL PALLET RACKING. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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: $ 650.06 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 7 Permit Center Authorized Signature:_ , Date: \ I hereby certify that I have read and examined th 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. 4 am authorized to sign for and obtain this development permit. Signature: Print Name: 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. ti t WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: (206) 431 -3670 D01 -002 ISSUED 01/23/2001 07/22/2001 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERED /AFA .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Y Streams: Date: _'L= =..C21 Address: 1 162 SAXON DR Permit No: D01-002 Suite: Tenant: `_ ISSUED Type: DEVPERM Applied: 01/05'2001 Parcel #: 252304 -9463 Issued, 01/23/2001 * k# k•k * k* k ** k k* * k* k** k k k 4 ** k k k k k •A..4 k k k 4 k k k k 4 k* k k k k k 4 k k k* h M 4 k k k► * A A A ,t k k k k b t k i 4 Permit Conditions: 1. No changes w i l l be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. All construction to be done in conformance with aouroved plans and requirements of the Uniform B u i l d i n g Code (1 Edition) as amended, Uniform Mechanical Code (1997 Edition). and Washington State Energy Code (1997 Edition) . 3 . V a l i d i t y of Permit.. The issuance of a r ►errn i t or approval of plans, specifications. and computations shall not be con- strued to be a permit, for. or are approval of, any violation of any of the provision:-, of the building code or of any other ordinance of the jurisdiction. No permit presuming to dive authority to violate or cancel the rarovi i' ns of this code shall be valid 4. All permits, inspection records. and approved lens shall be available at the lob site prior to the st.art of anv con- struction. These documents are to be maintained and avai 1 - able until final inspection approval is }.Jr ant.t=<.i. 5. ***FIRE DEPARTMENT CONDITION" A . A * 6. The attached set of plans have been reviewed t►v The Fire Prevention Bureau and are acceptable with the follorrinu concerns: 7. Storage may not be closer than 36 inches to all directions to ceiling -hung "Space or Unit" heaters. (UFC 1 109.2 ) B. 'Storage may not be closer than 18 inches below sprinkle:- heads. (NFPA 13, 4 -2.5) 9. In double row rack: with heights of storage up to and including 25', an average nominal 6" transverse f l u e space between loads or at rack upright: sha i 1 be maintained. (NFPA 13) 10. Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13) 11. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protecltion by one et' the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewal1 sprinklers at the 15 foot elevation of the column. (cr ceiling sprinkler density minimums as determined by the T u k w i l a Fire Prevention Bureau. tNFPA 1 3 ) 12. Aisles leading to required exit`, shall be provided from all portions of buildings. Aisles located within an accessible route of travel sha i t a l s o comp 1 ., w i t h the. B u i l d i n g Code requirements for accessibility. (UFC 1204.1) 13. Depending on the classification of the cons` ;roditv brims stored and the size of the storage area smoke vent_., s;na l l hose stations and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. r r r:ITY OF TUJKWIl_A 14. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal fur appr-oval prier to installation.) (City Ordinance ?#1901) 15. Racks designed for high- piled storage must compiv with section: 2207 of the Uniform Building Code. Please contact the Tukwila Building Department for details perta in iitsi to design and installation standards. 16. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 stales that any shelving or decks in excess of 4 feet i n width w i l l require installation of sprinklers thereunder. 17. 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 liquid::. idle pallets, etc., the critical pile heiaht rnav be a_ l.Dw as 6 feet. (UFC article 2, sec. 209 -H) 18. Contact the Tukwila Fire Prevention Bureau to witness: al 1 required inspections and tests. (UfC 10.503) (City Ordinance #1900 and #1901) 19. This review limited to speculative tenant space only . special fire permits may be necessary depending on detailed description of intended use. 20. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21. The plans were reviewed by 512_ It you have any questions, please call the Tukwila Fire Prevent iorl Bureau at (206) 575- 4407. 0: w UO ()0 (O LL wo U. j w M p N U.1 u. O Z The granting of this permit. dues nut. presume to give authority to U � violate or cancel the provisions of any other work or local laws; regulating construction f or the performance of work. Signature: fir --a' �'` "-_-- Date: _01. ; s _. I hereby certify that 1 have read these cond i t ion_. and w i l l comply with them as outlined. All provisions of law and ordinances governing this work w i l l be complied with, whether specified herein or not. f .� o Print Name • Project Name/Tenant: i _ ( - 5 ( ! ( - - ( 1 J - ) Ll) tint t' Pr/ (- Value of Constructi ,V c i3Zfl) . /)"(T Site Address (include suite number) r -- ,. I I (, AXb r,) biz City State/Zip: ( U K Lo I LF i n) 4 s i s; • Tax P ,, r: �:b , 4 -- coo-3 Property Owner: Phone: -L ( 0 - <S Street Address: City State/Zip: Fax #: - 3 0 b - 4o7 _ P-5 -'7 _ C Contractor: Phone: Street Address: City State/Zip: Fax #: Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: i ) / 1 < Phone: 3i0-5 1�1sC I 111G6irt)S ct A5SC�L► MIG Street Address: City State/Zip: Fax #: Contact Person: 5 ,, C��� Phone: Street Address: 1I City State/Zip: t ' ' P t Xi r,� �. 1 utcu�IL� (�)Pr I Fax #: Soto 40 �o'Z Description of work to be done (please be specific): r I(vsi R� I RLLGT Z\C-RIA)C, Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family 1,53 Warehouse ❑Hospital ❑ Church 51 Manufacturing ❑ Motel /Hotel ❑ Office ❑ School / College/University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ® Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other Building Square Feet: existing No. of Stories: ___i__ Area of construction (sq ft): Will there be a change of use? ❑ yes CR no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? yes ❑ no Existing fire protection features: sprinklers El. automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes ET no Attach list o/ materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets , 11/30/00 crpermadoc CITY OF TU 'VILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: Do l Commercial / Multi - Family Tenant Improvement / Alteration Permit Application 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 SITEJCIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews ma be determined b the Public Works De • artment) ❑ Hauling ❑ Flood Control Zone ❑ Channelization/Stripin ❑ Curb cut/Access/Sidewalk ❑ Fire Loop/Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp It Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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: Datellicag expires: r t Applicat�ken by: (initials) . PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTO . ,I ED AGENT: Signature: R jr / Date: Gil ^ or-o) Print name: ►' Ph (?!� L I0 - S Fax #: COL.- 403 — (9.503 Address (16 - ‹Axrx b.. City /State/Zip 1UI<14)IL01 I 1 APPLICATWJS MUST BE SUBMITTED WITH TH FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • 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 ❑ ❑ 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 = f 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use W rt only) QQ 11. Location and gross floor area of existing structure with dimensions and setback U 0 12. Lowest finished floor elevation (if in flood control zone) p 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W W J Floor plan: show location of tenant space with proposed use of each room labeled to LL ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of wo tu 0 any hazardous materials; dimensions of proposed tenant space. u. ❑ ❑ icinity Map showing location of site N • w ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack t— Z layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z O rack. Structural calculations are required for rack storage eight feet and over. w • w ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished v o to ❑ ❑ Construction details t] 11J ❑ ❑ 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. w - - I O ~ ❑ ❑ 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). ❑ ❑ 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 999 Third Avenue, Suite 700, Seattle, WA or call (206) 2964787. (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 architectlengineer, 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 1 HEREBY CERTIFY THAT / HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 1 N10 /00 ciperndt di,c 2 ren) rawl I WWII A, k4Ak* CITY OF TUKWILA. WA 444 4 *************** TRONV.MIT Number: k0100 Payment Method: GMECK - --- Peo( t No: 1)01-0 Pprcel No: 26230 7t,4 Ttlis Pkivment :W 1 LL Pmts Account Code 000/345.830 ------ D * * 4 4 4 A * 8 A k .4 4 At A * t 4 4 8 -4 A. t*.* 4 4 4 * t 4 t 'I.?, S 4 4 * k * 4 . * C( A AQ31 110 Niviunt: :11' 0)::A. Notltion: ff"'..) OARKI:ENC7 .. . 22 l'ioq: DEYPERM 1)EVUOPMINt PER;IET 4-9004 De5criutioo PLAN CHECV - 00r4P.:; t k4 A- 4 s-* *# .4 - 1 A A 't 'A 4 ( # 4 4 .4 t 4 . •1., 4 0.**A* * • • 4 * • r t144.4**************4**4** *****44********444 ClTY OF lUVWILA. WA 10r * . • 4 44*7t4A-'t T .4 •). Thi-NSM11 Humber: 14010001 kmount: Ol'Of■/01 Paymentlrfthod: CHECK Notation: COrCO Ent: Permit No: D01-002 DEVPERM OFJJELOPOEOr PCROEr Parcel No: 252iO4-63 qlte Addl*us: 11b2 3AXON DR rQtii Fee : Thi$ Payment 650.06 lotal ALL Pmtb: RAiAnce: **************4**********P-*******#.*in*****t*A4kA.4***it Account Coat! 000/322100 000/343.830 000/306.q04 DeiicrlotIon BUILIANG - POORE PLAN CHECK - S.)1 ATE LUILD1HO SOECHi:fkOE AmccAnt 2t54,31 ill •l03 1 710 TOT. Project: 1' 7 , POHC r Typ of-inspection: 1 ess: D ' 4991•19 Special instructions: Datrw ted: ...::,, i Requester: ,--- Phone: II . ...co INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspector: INSPECTION RECOR Retain a copy with permit proved per applicable codes. __,E3_Corrections required prior to approval. ,=1•••••.., PERMIT NO. (206)431-3670 —2) El $47. NSPECTION FE: R QUIRED. Prior to inspection, fee must b paid at 63b0 Southcenter Blvd., ite 100. Call to schedule reinspection. ! Date Receipt No: Date: Project: ( / 5 1- ( 7 (' /(1 Tye of Inspect oft7 Kirk( K.. Address: ,--) 51 y c i Date c Iled: ,(. —i 1 Special instructions: Date vyanted; Fill( /C I CP Requester: - 2-e3 Phone: INSPECTION NO. INSPECTION RECOR( Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 EJ Approved per applicable codes. s. COMMENTS: Receipt No: Corrections required prior to approval. Dte:67_ Inspector: Li $47.00 REINSPECTION EEE EQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: YP' Project Name Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: — Pre -Fire: Permits: FINALAPP.FRM City of Tukwila Fire Department Needs shift inspection Authorized Signatuuke TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Approved without correction notice Approved with correction notice issued Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief Permit No. 001 -,3 -- i 1 ^' Address Suite # 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 By. Date Permit No Costco 11804 Interlake Racks Location: 1160 Saxon Drive Tukwila, WA Prepared For: Costco Kirkland, WA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 30765 Pacific Coast Highway Malibu, CA USA 90265 (310) 589 -1781 Peter S. Higgins, S.E. 11 c ntain nd sl li b riate als c. The calc ssociates. It shion without room mow e � Or !IF REPRODUCTIONS OF SIGNED COP Job Number 4731 December 19, 2000 This Docuntent and the design it contains is copyright by Peter S. Higgins and is provided as an instrument of service, and shall not be reproduced in any f the written permission of Peter S. Higgins and Associates. Notice to Building Departments If this calculation is submitted for building permit approval, it sl calculations as listed in the table of contents on the next page(s), by all drawings listed in Section 1. All documents shall hear appro in ink of a contrasting color with the same Job Number Referet signed across this block. of `'... ' 411 , ,;�;:i:'L,. cf 3 :7 F:ece pt cp copy cf p ';tins ackflOWic edged. RECEIV ry CITY OF TUKWI A PERMIT Cr Uo, -oo2 Project: Costco #804 December 19, 2000 PL. ER S. HIGGINS AND ASSOCIATE..., CONSULTING STRUCTURAL ENGINEERS Table of Contents 1 Reference Data 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Peter S. Higgins and Associates 1.1.1.2 By Others 1.2 Loads 1.2.1 Vertical (Dead plus Live) 1.2.1.1 Pallets 1.2.2 Seismic 1.2.2.1 General (UBC 2222) 1.2.2.2 Short Formulation 2 2 Push Back Racks 2 2.1 Components and Geometry 2 2.2 Check Beams 2 2.2.1 Front & Rear Beams 2 2.2.1.1 Design Forces 2 2.2.1.2 Beam Properties 3 2.2.2 Interior Beams 3 2.2.2.1 Design Forces 3 2.2.2.2 Beam Properties 3 2.3 Check Posts (Dead plus Live Loads) 3 '2.3.1 Interior Post 3 2.3.1.1 Above Doubler 3 2.3.1.1.1 Load to Post 3 2.3.1.1.2 Post Properties 3 2.3.1.2 Below Doubler 4 2.3.1..2.1 Load to Post 4 2.3.44.2.2 Post Properties 4 2.3.2 Exterior Post 4 2,3.2. t toad to Post 4 2.3.2.2 Post Properties 4 2.4 Longitudinal Seismic 4 2.4.1 Base Shear 4 2.4.2 Column Checks 5 2.4.2.1 Single Post 5 2.4.2.1.1 Design Forces 5 2.4.2.1.2 Post - Combined Stresses 5 2.4.2.2 Doubled Post 5 2.4.2.2.1 Design Forces 5 2.4.2.2.2 Post - Combined Stresses 6 2.4.3 Beam Connections 6 2.4.3.1 Exterior Posts 6 2.4.3.1.1 Design Forces 6 2.4.3.1.2 Connection Capacity 6 2.4.3.2 Interior Posts 6 2.4.3.2.1 Design Forces 6 2.4.3.2.2 Connection Capacity 6 2.5 Transverse Seismic 7 2.5.1 Base Shear 7 2.5.2 Design Forces 7 2.5.3 Stability ; 7 •2 ,$) 0I # 114 ' `4, . cCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 4731 Sheet ii Project: Costco #804 December 19, 2000 —.TER S. HIGGINS AND ASSOCIA ..S CONSULTING STRUCTURAL ENGINEERS 2.5.4 Brace 7 2.5.4.1 Design Force 7 2.5.4.2 Brace Capacity 7 cCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 4731 Sheet iii Project: Costco #804 December 19. 2000 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. 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Peter S. Higgins and Associates IL -8 .1. Loads 1.1.1.2 By Others A size UNO Costco SK -1 Interlake SK -2 thru 5 1.2.1 Vertical (Dead plus L ve) 1.2.1.1 Pallets Loads per pallet position 3.0 kips Design beams for 25% impact 1.2.2 Seismic I =1.00 1.2.2.1 General (UDC 2222) C,, 2.:i(.: „/ 0.11 „I It' <_I R 1VI Is Where: For default soils: C =0.36 C =0.54 Soil Profile Type =SD Substitution yields: PL . ER S. HIGGINS AND ASSOCIATL., CONSULTING STRUCTURAL ENGINEERS 0.0281[' tow — 0.069 It 5_ 0.1151C 0.088 0.0281[ 5 l' aims — tt < 0.1-161C For working stress designs: R= (1.4)(5.6) =7.84 Longitudinal (moment frame) (1.4)(4.4) =6.16 Transverse (braced) T= Structure Period (sec) W= Rack +Contents per 2228.5.1 CCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 4731 Sheet 1 Project: Costco 1/804 December 19. 2000 2 Push Back Racks 2.1 Components ri n d Geometry 2.2 Check Beams ._,TER S. HIGGINS AND ASSOCIA. ZS CONSULTING STRUCTURAL ENGINEERS 1.2.2.2 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: I' tow 5_ 0.11 5IV = 0.1 15(Di+ 11/2) 0.060IV 1' 5_ 0.1 = 0.146(DL+ LL/2) ,-- 0.075h" (since DL << LL) This condition is usually satisfied by interconnecting back to back rows of rack, or by tieing single rows across the aisles. 2.2.1 Front & Rear Beams 92" spans govern by inspection 2.2.1.1 Design Forces 5 (2)(8) L,Itt _4 44 '" 3 r ....... ...t... - ...! 1 I 1 ....."..r. .41 AL. LI • , t 3 min 5 - =38.8 inch kips =1.28 in cCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 4731 Sheet 2 Project: Costco 11804 December 19, 2000 2.2.1.2 Beam Properties C4x4.5 S =1.69 in I =3.38 in 2.2.2 Interior Beams 92" spans govern by inspection 2.2.2.1 Design Forces ,tt (2)(8) =77.6 inch kips =2.59 in 2.2.2.2 Beam Properties C5x6.7 S =3.00 in I =7.49 in 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Interior Post 2.3.1.1 Above Doubler 2.3.1.1.1 Load to Pot 2.3.1.1.2 Post Properties 3 "A X PL . ER S. HIGGINS AND ASSOCIATL, CONSULTING STRUCTURAL ENGINEERS 3 " It ( 3 =6.0 kips LU77 B t =0.105 in X A =0.91 in S =0.91 in r =1.22 in S y =0. 67 in r =1.07 in O.K. O.K. At )mrn - 1/411.%?' 7 =6 = 61 F =21.4 ksi P =19.5k Nrxa = 27.3 k cCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 4731 Sheet 3 Project: Costco #804 December 19, 2000 2.3.1.2 Below Doubler 2.3.1.2.1 Load to Post 2.3.1.2.2 Post Properties 3" X - -- ;.3.2 Exterior Post 2.3.2.1 Load to Post 2.3.2.2 Post Properties 3 " 3 "1 f- - t 3" 3" 2.4 Longitudinal Seismic 2.4.1 Base Shear Determine Period - Rayleigh Method - UBC Method B. Derivation supplied upon request. T >_ tt 1 2 ( - - —+ l (2n +2_n+ 1) V5G 6E1 l; e Where: G = Gravitational acceleration W = Load per level 1 = Spacing between levels E = Young's Modulus >ITER S. HIGGINS AND ASSOCIA 1 ES CONSULTING STRUCTURAL ENGINEERS P ` (3)(3)(2)(3.0) 3 =18.0 kips LU77/75 B (75 is unpunched) t =0.105 in t' =0.090 in A =2.07 in S =2.11 in r =1.22 in r =1.83 in P (3)(3)(2)(3.0) 6 =9.0 kips LU77 B 1 /r =67 t =0.105 in l4/ 61 X A =0.91 in S =0.91 in F =21.4 ksi r=1.22 in, in 1. = 19.5k r =1.07 In xa. =27.3 k i/2 V Ir4 = 29 = 6 1 For units = kips inches, seconds G = 386 in/sec- F =22.6 ksi P = 46.8i nxa = c =Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 4731 Sheet 4 Project: Costco #804 December 19, 2000 PER S. HIGGINS AND ASSOCIATE., CONSULTING STRUCTURAL ENGINEERS I = Moment of inertia of post E = 29,000 kips /in Kp = Connector stiffness n = Number of levels The equation reduces to: tie T > l t ' 1 2 / + —7-1. (2..n +2.n+ 1 ) 1�} l7 © The column stiffness component may be conservatively ignored reducing the formula to: II lz )1/2 I > ! 96k9(2(t2 +2n+ 1) For this configuration W = 4.5 kips (average) 1 = 74 inches (average) K0 = 450 inch kips per radian per connector Substituting yields: T >3.2 sec Thus: V < 0.028 W ;.4.2 Column Checks 2 .4,2.1 Single Post Exterior posts govern by inspection 2.4.2.1.1 Deli gn Fares P <9.0k V <0.25k M < (0.25)(74)/2 =9,3"k 2.4.2.1.2 Post- Combined Stresses 2.4.2.2 Doubled Post 2.4.2.2.1 Design Forces P < 18.0k V < 0.50k M < (0.50)(74)/2=18.6"k P 1I — +— P :11„ =0.80< 1.33 O.K. CCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 4731 Sheet 5 Project: Costco #804 December 19, 2000 2.4.3 Beam Connections 2.4.3.1 Exterior Posts 2.4.3.1,1 Design Forces Mconn < 9.3 "k 2.4,3.1.2 Connection Capacity 4" 7/1 6" diom. Rivet Va = 2.5 kips 2.4.3.2 Interior Posts 2.4.3.2.1 Design Forces Mconn < 18.6 "k 2.4.3.2.2 Connection Capacity 2 " � (typ) £Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. I .:.TER S. HIGGINS AND ASSOCIA i ZS CONSULTING STRUCTURAL ENGINEERS 2.4.2.2.2 Post - Combined Stresses P ,t l P„ ,t1 rz = 0.68 < 1.33 O.K. Standard Connection Ma= (1.33)(2.5)(4) =13.3 in k O.K. Heavy Duty Connection M (1.33)(2.5)(2)(4) =26.6 in k • O.K. 7/16" diam. Rivet Va = 2.5 kips Job No. 4731 Sheet 6 Project: Costco #804 December 19, 2000 2.5 Transverse Seismic 2.5.1 Base Shear Use > 4 posts /direction default. V= 0.07W =3.78k = 1.9 kips per upright 2.5.2 Design Forces Conservatively ignore continuity of flow system beams. D v + P EQ 2.5.3 Stability L (in) kl h' PL . ER S. HIGGINS AND ASSOCIATL..., CONSULTING STRUCTURAL ENGINEERS (k (1) It ' 64 131 9.21 2.98 O.K. h' =160 inches Total OTM < 605 inch kips RM > (18)(54)(1.5) = 1458 inch kips P < PD +L - Stable -No Uplift. Anchors provide added Factor of Safety. 2.5.4 Brace 2.5.4.1 Design Force Pb <3.Ok 2.5.4.2 Brace Capacity 0.07 1 " Anet =0.30 in2 ^�- rmin =0.49 in Q=0.76 CCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 4731 Sheet 7 Note: Bracing shown is schematic - see this section, subsec- tion .2 for actual geometry. File: DOI OO Drawing# Te,t.:4z — • Drawing Number Sheet Rev Remarks SK -I Location Plan SK -2 Rack Plan SK -3 Rack Plan SK-4 2 Wide elevation SK -5 1 Wide elevation • Project: Costco #804 December 19, 2000 Costco /Interlake. PE fER S. HIGGINS AND ASSOCIAT CONSULTING STRUCTURAL ENGINEERS DRAWING APPROVAL The following (attached) drawings are approved via the seal on this sheet. Job No. 4731 Sheet DA -1 of 1 Dot' OOZ. 'Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. RECEIVED CITY OF TUKWILA .; P Fl p 17 CENtEF' tightFAX 12/1/00 6:55 TO:Peter Higgins COMPANY: H3J 30 '00 1T :31 FF C ral 'fl 1' N. Y Y r-N OW- - -- 1 t 1 r0 PAGE 2/11 ttigntrpx 425 313 TO E rTTTT --- ..1 ITIT LJ J . ) jrTTTT 1 L1 11J_ cIITT1 L.2_11_±.1 fTTTTj LI LLWJ 7 nn 1 11 1 WIMP *. TOTAL PAGE . 01 M)& ROW NAMED a LEFT 4 4 HIGH, 3 DEEP SITUATED BETWEEN MAIN BREAKERS AND CLOSET 5 PALLET POSITIONS WIDE WALL 92 '11 242 FRONT 92 NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. BEAMS TYP. — ROW SPACER —FRAME TYP. a N r PLAN VIEW ROW NAMED 'RIGHT' 4 HIGH, 3 DEEP S41UATED BEAM CLOSET AND DESK 10 PALLET POSITIONS ME FRONT 478 TODD THOMPSEN INTFRLAKF MATFRIAI HANDLING NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. BEAMS TW. M c Y 1 t= ID a .r uo 0 0 r N r ul - cr 0 ID 43 r 0 -a m 1 PUSH BACK RACK SYSTEM t, • d NUMBER OF LEVELS...:4 BEAM LENGTH...: 92 RACK TYPE....DBL2 TOP OF REAR LOAD: 301.5 BAY DESIGN : Double4h3d TYPE: PBB 1 SHELF 2w3d 2w3d 2w3d 2w3d RE3L9-90E tote) Mo. NO TE: SHOWN SHOWN BEAM CLEARANCE = FIRST:SECOND Q FARANCE BOTTOM OF BEAM TO TOP OF LOAD BELOW Page 5 eueluow ao' QUOTE: 012 0 LEVEL ELEV. CLEARANCE SLOPE 4 234 7.93.1 .31 3 160 7.9:3.1 .31 2 86 7.9:3.1 .31 1 12 .31 5K dgi:2T 00 Si pea PUSH BAC( RACK SYSTEM QUOTE: 012 0 r NUMBER OF LEVELS...:4 BEAM LENGTH...: 46 RACK TYPE....DBL2 TOP OF REAR LOAD: 291.4375 BAY DESIGN : Single4h3d TYPE : PBS 2 SHELF 1w3d 1w3d 1w3d 1w3d 1=Te=3" c=1 c= fer.=re=5' ===. NOTE: SHOWN BEAM CLEARANCE = FIRST:SECOND CLEARANCE = BOTTOM OF BEAM TO TOP OF LOAD BELOW W FIRST BEAM LEVEL IS BELOW 12 INCHES, YOU SHOULD CHECK TO ENSURE THAT THERE IS NO 'd 66L9-90E tOIE) SEERESIOSS Page 7 EL ELEV. CLEARANCE SLOPE 4 224 5.9:3.1 .31 3 152 5.9:3.1 .31 2 80 5.9:3.1 .31 1 8 .31 eueluow ao' 5K-c d9I:2T 00 SI Oaa TO: Attention: T0'39ed b6IS68SPTS: PETER S. HIGGINS & ASSOCIATES Consulting Straaura! Engineers 30765 PACIFIC COAST HIGHWAY MALIBU, CALIFORNIA USA 90265 Phone 310- 589 -1781 FACSIMILE TRANSMISSION C©S- cO 1-C4' Les Phone ZC6- qo —ZS0O Fax Z06 --x{03 —Z-SC DATE NO. 'ZZ 0 aDdd CC Job No. .,L Date 31271 1 FROM: 2 F (eel INS SUBJECT. 1 - v1±77 t k AX I 44S DESCRIPTION TW:trT T00Z EE 9fld REMARKS , (id &T ES Fo c.(O �d INCLUDING THIS SHE?, 'THERE ARE Z TOTAL SH IN THIS TRANSMISSION lenity Contact Us Immediately If The Transmission Is Incomplete RECEIVED A ►fl 212naj ING TMENT t?6IS68SOIE :Xdd MI/100,M RAIN QNtWrr:wnua WI 7,'7A fnn7 77 nn.. TYPE OP UNIT MAXIMUM LOAD PERMISSIBLE (POUNDS) PER BAY 2 WIDE 3 DEEP 4 HIGH PER PALLET POSITION Push Back Rack 3,000 72,000 WARNING new, undamaged capacity. COMPONENTS. The above capacities are based on components. Damage reduces REPAIR OR REP MAGED E0'39tId P6TSE8SOTE Project: Costco #804 August 22, 2001 PETER S. HIGGTNS & ASSOCIATES Consulting Structural Engineers TV:t7T TOOE ea mu Job No. 4731 Sheet CC-1 of 1 RECEIVED AUG 2 4 2001 t3UILDINU DEPARTMENT 30Vd tiellS68SOIE:XVA SHIVIOOSSV uv SNIDOIH:WOHA W4 717:70 flqM t0(7.-77-nnv ACTIVITY NUMBER: D01 -002 DATE: 1 -5 -01 PROJECT NAME: COSTCO WHOLESALE SITE ADDRESS: 1162 SAXON DR SUITE NO: XX Original Plan Submittal Response to Correction Letter If it After Permit Is Issued DEPARTMENTS: Builci'i g Division 1-q.oI Public Works Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES/THURS ROUTING: Please Route [ Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved 1 Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Approved with Conditions TRIOUILDOC Vrr 1 Fire Prevention 41,0C. t-'tti'I Structural Incomplete ri REVIEWER'S INITIALS: Response to Incomplete Letter it Planning Division Permit Coordinator Not Applicable rir DUE DATE: 1-9-2001 DUE DATE 2-6 -2001 Not Approved (attach comments) n DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Complete Y'CAI>UII IX U' NII PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -002 PROJECT NAME: COSTCO WHOLESALE SITE ADDRESS: 1162 SAXON DR XX Original Plan Submittal Response to Correction Letter /L Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: TUES /THURS ROUTING: Please Route ri Structural Re v Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved j Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Response to Incomplete Letter n n n SUITE NO: Revision z DATE: 1 -5 -01 After Permit Is Issued Planning Division Permit Coordinator n Li DUE DATE: 1-9-2001 Not Applicable No further Review Required DATE: JK bl Not Approved (attach comments) DATE: a t JGL►ti D I ca' DUE DA'L'E 2 -6 -2001 DUE DATE Not Approved (attach comments) DATE: BUTLDTNGi'ERMITS INSPECTIONS PERMIT NO.: . L/v L ❑ nOOOI Progress Inspection Status ❑ 00002 Pre-construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre•Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Flom Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab/Slab Insulation 00350 Crawl Space ❑ 00400 , Sittxr Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types ❑ 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Faster ing ❑ 01110 Pre -Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140... Pre- rcroof ❑ 01400 Final -Fire [01700 Final- Building ❑ 01900 Final - Reroof • ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special- High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 0401 Special- Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: .. .7 ) \l! ► w k31 CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 00101 Special inspection rcquircd, notify Bldg Div ❑ 001 1 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from rooting contractor verifying fire retardant class of roof 0019 All construction to be donc in conformance ‘.v/approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected Q " 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I a 0030 0032 No occupancy of building until final insp by Bldg Div Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 ❑ 0039 ❑ 0004 ❑ 0040 ❑ [r' 0041 005 ❑ 0006 A C of O will be required for this permit Final approval for all TI w /in the limits attic SC Mall All mechanical work shall bc under separate permit All construction noise to be in compliance with 8.2 TN1C Ventilation is required for all new rooms & spaces All permits, insp records & approved plans available All structural concrete shall bc special inspected ❑ "Applicaat shall obtain a separate plumbing permit from King Cu" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall bc done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored.... ❑ "Reroof" Plan Reviewer: Permit Tech: Date /J Date: I ' Li —C %( PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -002 DATE: 1 -5 -01 PROJECT NAME: COSTCO WHOLESALE SITE ADDRESS: 1162 SAXON DR SUITE NO: XX Original Plan Submittal Response to Correction Letter it Revision It After Permit Is Issued DEPARTMENTS: Building Division Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: Approved REVIEWER'S INITIALS: wncuuTI D C Yry Fire Prevention Structural Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved with Co editions n Response to Incomplete Letter Planning Division Permit Coordinator No further Review Required • DUE DATE: 1-9 -2001 Not Applicable ri n DUE DATE 2-6 -2001 Not Approved (attach comments) ri DATE: / ./e)/ CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: an • 4S2-003 ( &97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL • • 4PA I = � V J.O JK _ ENGI.NEERED.,$RQDUCTS 1633'6TH..AVE• SEATTLE *WA 98134 EXP. DATE 01/01/2002 0 12/1999 _ . INC. Detach And Diap;ay Cettiticatc REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CC01 ENGINPI013JK 01/01/2002 EFFECTIVE DATE . 04/12/1999 ENGINEERED PRODUCTS INC. .1033 6TWAVE S - SEATTLE WA ..98134 -- • SiEnatuse Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Z ~W c J0 0 0 LO 0 J = F.- W 0 2 u.Q W Z � O W 0 0- 0H WW H� LL S W Z U= 0 Z File: IDO I -00?., 35mm Drawing# 4 k r Type AB D d t Sx 1 Ix LB201 H 2.34 2.00 0.75 0.070 0.29 0.37 LB26OH 2.64 2.75 1.63 0.070 0.45 0.66 LB269H 2.64 2.75 1.63 0.090 0.55 0.82 LB282H 3.04 2.00 0.75 0.070 0.45 0.73 LB311 H 3.31 2.75 1.63 0.070 0.63 1.13 LB384H 3.65 2.75 1.63 0.070 0.73 1.44 LB485H 4.04 2.75 1.63 0.070 0.86 1.84 LB486H 4.36 2.75 1.63 0.070 0.97 2.24 LB496H 4.76 2.75 1.63 0.070 1.12 2.79 LB597H 5.12 2.75 1.63 0.070 1.26 3.36 LB599H 5.12 2.75 1.63 0.090 1.57 4.21 LB689H 5.93 2.75 1.63 0.070 1.59 4.88 LB690H 6.54 2.75 1.63 0.070 1.86 6.29 ` LB692H 6.54 2.75 1.63 0.084 2.20 7.43 , i Type W D t As Sx rx M ry LU-21B 3.00 1.63 0.071 0.43 0.36 1.12 0.62 LU -25B 3.00 1.63 0.089 0.54 0.45 1.11 0.62 LU -27B 3.00 1.63 0.105 0.62 0.51 1.11 0.61 LU -74B 3.00 3.00 0.071 0.63 0.66 1.24 1.09 LU -75B 3.00 3.00 0.089 0.79 0.80 1.23 1.08 LU -77B 3.00 3.00 0.105 0.91 0.91 1.22 1.07 LU -79B 3.00 3.00 0.120 1.03 1.02 1.21 1.07 LU -95B 4.00 3.00 0.089 0.92 1.18 1.60 1.14 LU -95B 4.00 3.00 0.120 1.21 1.53 1.59 1.12 Type C e LU -2X 1.50 1.25 LU -7X 1.50 1.50 LU -9X 2.00 1.50 All Welds 1/ R AN RUCT 0765 PA D IN C• YIN w SI E ILDI PE MUST BE SI LIB 10 -5 ND DESI WRITT COPIES MIT AP NED A . HIGGINS ASSOCIATES RAL ENGINEERS Fl i •. HIGHWAY NA N PE ONL LIC 0 A 81 E.SPYY MI • ON A VALID ION. D S THIS BEAM - COLUMN CONN. 7/16" (Nom.) ASTM A502 -3 Rivets E: PlR€s -30 -00 CHECKED APPROVED GENERAL NOTES CONN. C BRACE DIMENSIONS t= 0.071" 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. Fabrication by Interlake Lodi Fab Plant (City of Los Angeles Certified Fabricator #777) 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 #2156, 4627) ITW Ramset/Red Head (ICBO RR #1372) Gunnebo Taper -Bolt Sup -R -Stud (ICBO RR #3219) Powers /Rawl Power Bolt (ICBO RR #5225) Wedge Bolt (ICBO RR #5788) Embedment shall be minimum 6X 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 2 Rivet Clip Standard 4 Rivet Clip Optional RIVET -typ 3/16" CONNECTOR PLATE ON BEAM 1.00 B BEAMS t DIMENSIONS AND PROPERTIES UNITS: INCHES UNO • • • BE 1Ii IIIIII IliI1iIiIIMi 0INCH 1 • i 2 • • CHINA 3 • DIMENSIONS AND PROPERTIES NET SECTION - UNITS: INCHES UNO COLUMNS EAM -END WE NG OCK. t 1 5 6 M 0 0 St tit CI. Zl 61 6. .8 L 9 :5 b £ Z l No0 hH IH 1 111111► iIhiiiIIIII111111111111111111 ,IIIIII1II111 VIII►IILIhIIIIII:►Ih 111111 � L lil ll lilliiJI I IIi. I. i il A B C D andard) (Optional) (Optional) (Optional) P. H. RECEIVED CITY OF TUKWILA JAN ,.,. 8 2001 PERMIT CL.J • NOMENCLATURE: Uprights LU- XXB- YY -ZZZ (Options) XX =Post Model Number YY= Upright Depth (inches) ZZZ= Upright Height (inches) Options = special footplates, etc. STANDARD T =11 ga FRONT TYPICAL ELEVATIONS SEE INSTALLATION DRAWINGS FOR SITE SPECIFIC INFORMATION Beams LBXXXH -YYY- (Options) XXX =Beam Model Number YYY =Beam Lengty (inches) Options = special end connections, welds, etc. COPY f TITJJ [ i 1 " . 1Yr... ..*Yi6Y6 r 1 ui'i('b^; ;7 at iC that the Plan Chock approvals are .; , aci: to errors and on and approval of ', .. ' :; :' ... aLith on zs ` the, violation of any Miri.3 %8 "Anchor` .. {l .- ' _ , r ,�:a�ti Gr1- Miri. 1�� �'ncor (2 ber nfost5 (1 per post) 1/8 V \ Welds BASE PLATES COMMON SIZES ONLY SEE INSTALLATION DRAWINGS FOR CUSTOM SIZES AND ANCHORAGE INTERLAKE RACKS LODI SECTIONS INTERRACK,30 H BEAMS STANDARD DETAILS SIDE 7.75" SEISMIC (4318 ") Issue Date: December 19, 2000 Drawing # IL -8