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Permit B94-0162 - PACIFIC LINEN - STORAGE RACKS
a (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B94 -0162 Type: B -RACK Category: Address: 1232 ANDOVER PK W Location: Parcel #: 352304 -9074 Zoning: Contractor License No.: CONESSS131NU Status: ISSUED Issued: 05/17/1994 Expires: 11/13/1994 Suite: TENANT PACIFIC LINEN 1232 ANDOVER PK W, TUKWILA, WA 98188 OWNER WOELFL RUDOLF & HANNELORE 11956 WHITE WATER LANE, MALIBU CA 902659724 CONTRACTOR CONESCO STORAGE SYSTEMS INC. Phone: 206 762 -5969 7745 FIRST AVENUE SOUTH, SEATTLE, WA 981018 CONTACT RAY FRANK Phone: 206 752 -5969 7745 FIRST AVENUE SOUTH, SEATTLE, WA 98108 ***********************.********************* * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL PALLET AND BIN STORAGE RACKS. Rack Storage Dimensions - Linear Feet 280.7 720 UBC Edition: : 1991 Valuation: 50,000.00 Height 16.0 10.0 . 0 .0 . 0 . 0 Total Permit Fee: Totals 44, 912 52',112 525`. 62 ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** Permit Center Auth Jz_129.9.Y zed Signature Date 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 provisions of any other state or local laws regulating construction or the performance •` work.. I am authorized to sign for and obtain this b, ding per Signature: Date: 17.! 9`l Print Name: an "I Title :A G .__!s%csrehl -'Z «/ 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 OFTUKWIIIt"� k.. Department of Ct�i/lmunity Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 14-01 cfa PROJECT NAME SITE ADDRESS Po,C.ik i � Linen �� undo r K SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. ©.EPARTME BUILDING - initial review AFIRE DATE :I • et y O PLANNING UL( ED L__ �9 t` FIRE DEPT. aQ IREME'N CONSULTANT: Date Sent - MME Date Approved - FIRE PROTECTION: Sprinklers INIT; `170 LE I I ER DATED: Detectors INSPECTOR: N/A ZONING: IBAR/LAND USE CONDITIONS? INIT: REFERENCE FILE NOS.: )Yes MINIMUM SETBACKS: N- s- E- w- O PUBLIC WORKS UTILITY PERMITS REQUIRED? (. J Yes (IN INIT: PUBLIC WORKS LETTER DATED: O OTHER ,5 BUILDING - final review (' BUILDING OFFICIAL INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes (1No UBC EDITION (year): i 41 Gi REVIEW COMPLETED AMOUNT OWING: f^ tF)ac,. U1 Q CONTACTED 0 y� ,, 1 k 1 4 42 ,��� �� +� DATE NOTIFIED l ,, 5- I o- q LA (init.) E) 2nd NOTIFICATION BY: Olt) 3RD NOTIFICATION BY: (init.) 01/08 /93 CITY OF TUKWILA Department of Community Development - 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDIh„ PERMIT APPLICATION Building Division 98188 PLAN CHECK NUMBER a APPLICATION _ MUST • BE • FILLED, OUT COMPLETELY AMOUNT RCPT -# BUILDING PERMIT.FEE PLAN CHECK:FEE BUILDING SURCHARGE DATE OTHER: TOTAL SITE ADDRESS SUITE # (2 3Z A"ctov.e.r (Lax_ (Arr5r VALUE OF CONSTRUCTION - $ 5c goao, co PROJECT NAME/TENANT PAC. (E C i, .1 ASSESSOR ACCOUNT# 3523-0 0 7 -60 _L TYPE OF U New Building U Addition • Tenant Improvemen (commercial) • Demolition (building) WORK: Z Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: ektr re J OF" PALLe -r- fA00 $ /.v VropegcZG ter4-ces BUILDING USE (office, warehouse, etc.) ( 2Eiieg & - / -ES-e• ? vE src ck 5'rarr44e NATURE OF BUSINESS: L hva-A, e6-T-„ /Le t WILL THERE BE A CHANGE IN USE? Al No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 6,0/ Opp Tenant Space: -e'17,,,. ,puv Area of Construction: 57/ vDZ1 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ❑ No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: B. Sprinklers GtRAutomatic Fire Alarm System PROPERTY OWNER Kin e (f- ( Fa ill l'� 7r . S PHON so �) 7 /S-_ 7 / ADDRESS 11 /4 IFlc%,r C QV k bra () - ti -t' 1r,s c) P ZIP q73 3L) CONTRACTOR Gdw�,�a i ST�n.►0c.t S1 ST e -r-►s , z - PHONE -7 C•02 - 5 °lrv19 ADDRESS 1 P4 S 1 sr �a0� Sc,• S TToL Wa , ZIP alBloB WA. ST. CONTRACTOR'S LICENSE # coiv LSSS 131 NU EXP. DATE c ! 1 i i9.i ARCHITECT Pe —n- tatc.Giw3 .. aaspc.. PHONE gte Syq -po1� ADDRESS t .� - 5 - F Non, 7 w fits Ric U- t- t�'�toa ..5 � Lyo, ZIP 912..+:=1L 1: HEREBY.; CERTIFY THAT; I;. HAVE; READ; AND? EXAMINED; THIS::APPLICATION: :AND:: KNOW THE SAME BE TRUE'AND :CO.RRECT AND`I AM :AUTHORIZED TO >APPL,Y`FOR:THIS`PERMIT; :.. BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE PRINT NAME ADDRESS .7 "7".15' 1$T b u-e-- CONTACT PERSON qy 'Fn -u.r+ 14 S g∎TiN-1-, w A (-913ten<2. DATE y�z����l PHONE 1c�-2 _59L9 CITY/ZIP PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure Assessor Account Number Two sets. (2) of the following: I Specifications SUBMITTAL CHECKLIST COMMERCIAL :TENANT::IMPROVEMENTS :: Completed building permit application (one for each structure. tenant) ;; :. . Assessor. Account Number Two (2) sets of construction plans,whlch include; Site plan Location of tenant space Existi ng and proposed parking • Landscape plan (1( applicable, i e ,;change of use Structural calculations stamped by a:Washington State licensed engineer nSoils roport stamped by a Washington State licensed engineer: Topographical .survey Energy calculations: stamped by a Washington State, licensed engineer or architect ri Legal description :. IIWorking drawings, stamped by a Washington. Staid licensed architect, which include Overall buillding :plan :Tenantlocation Use of adjacent (comnion wall) tenant *.Overall dimensions of building orsquare footage Floor plan of proposed tenant space • Tenant space plan with use of each room laboll •'Exit doors; egress patterns • New walls;; existing wally :and Walls to be demoiishei • Construction .details Cross sectlons:showing wall constructionandmeth :attachment for floor :end:ceifing •.Site plan Architectural drawings • Structural drawings Mechanical drawings:' • Elevations : ' • Civil drawings Landscape plan': Completed utility permit application (one for entire project Six (6) sets of:civil drawings; NOTE: See utility application and checklist for specific utili submittal requirements. : RACK STORAGE:, (I Completed building permit application Assessor Account Number : Two (2) sets` of plans, which include: LJ Building floor plan showing: :'Structural calculators stamped :by a Washington;Smte licensed engineer maybe requred if,struotural work is to be done (2 sets) NOTE 1 /any,. utility work Is to:be done, submit: separate uglify permit application and plans REROOF :Completed building permit application Assessor Account Number::::; Narrative describing existing roofmaterfal being material' being.installed NOTE A certification letter is required prior: to :fnal inspection and sign off of the permit removed, an ANTENNA/SATELLITE: DISHES; Completed building permit application::: • Entire space where racks will be located Exit. doors • Dimensions of all aisles Tenant space floor plan showing rack storage Iayout,::aisles an Assessor. Account Number Two (2) :sets of;pians, which include: .Site Plan (showing building and. location' of antennalsatellite: Details antenna lsatellite'dish:and:method of:attachmen NOTE :. Include dimensions of racks (height; width and length), aisles and exit ways on plan Structural calculations stamped by. a Washington State licensed engineer (rack storage 8'.,and over).,: RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS Structural Calculations Stamped . :by' a W as hington:State liconsad ;;engineer maybe required RESIDENTIAL REMODELS l 1 Completed building permit application (one for each structure) I Legal description • Assessor Account Number I'Two sets.(2) of working drawings which include r Site plan - -. (On plan, show ddsest hydrant Iocation Foundation plan " Include access: to bullding' showing s: Floor plan :: w(drh and length of access) Roof plan • • Building elevations;(ali views Building cross section Structural framing plans Completed building permit application. Assessor Account Number • Two (2) sets of working drawings, which .,includ Washington State Energy Code. data_: Completed utility permit: application nSix (6) sets of site plans showing utilities • NOTE. Building site plan Land, utility site plan may be combined.,See utility permit' application and checklist for specific submittal requirements. Additional topographical and soils information may be required rf unique ;, �5ite plan:; Foundation plan •::Floor plan Roof plan ! Butldmg'elevapons (all view .;:Building cross:;section Structural framing :plans': NOTE: If any utility work !sip. be done and plans must be submitted, REROOFS: permit application Completedbuilding permit application;: Assessor Account Number for each structure • k********** k********* k***• k* k****** * * * * *** * * ** *k *k **k:4** **k *** *k* CITY OF 'I'UKWIL1,y. WA TRANSMIT * * *** **• * ** ** ** * **** ***** ****4 **** , **'A ****4k* *•44* * *k **k * **k* *h ** TRANSMIT Number: •94000561 Amount: . Hermit No: B94- -0162 • Type: I3 -RACK Parcel No: 352304 -9074 525.62,4)5/17/94 13:10 RACK STORAGE 0:1171,44T Site Address: 1232 ANDOVER PK W I4yment Method: CHECK Notation: PACIFIC LINEN Init: DLM . *****•** * ** ** **k** * *k*** * *•k ****** * ** *• kph * ** * * **k*** **•k*•k***** * **** Account Code 000/322.100 000/386.904 Description I3UILDI,NG - NUNRGS STATE 'BUILDING SURCHARGE Total (This Payment): Total Fees: Total All Payments: Salence: 525.62 525.62 .00 Paid 521.12 4.00 525.62 ..l.'. ui.. ,...1 r4 GENERA 521.12 GENERA 4.50 TOTAL 525462 CHECK 525.62 ,;' CHANGE 0.00 2005A000 09 :09 CITY OF TUKWILA Address: 1232 ANDOVER PK W Suite: Tenant: PACIFIC LINEN Type: 6-RACK Parcel #: 352304-9074 Permit No: B94-0162 Status: ISSUED Applied: 04/22/1994 Issued: 05/17/1994 *kk****A*********k*********k***k**kk*******kk***kkkA*k*****kkikkh****kk*k*** Permit Conditions: • 1 No changes will be made to 'the plans' unless approved by the Architect and the Tukwilaqtuildihg Division 2. All permits, inspection records, and approved plans shall be maintained available at the Job site prior, to the start of any constructiOn.' These 'clocuillehts'ehe to be maintained available until final inspection approVal iS.granted.,, 3. All construCtion to be done in -conformance with approved', plans and requirements of the Uniform Building Code (1991,.,_ Edition) as amended by the Washngton State Building Code,. 4 Validity ,of Permit. The issuance of a permit or approval of plans,—specifications and Ca:imputations shall not be Con- ' \ strueO to be a permit for, or approval of, any violation 01' any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code . shall be valid. t■N " .1 A ■1 ■ r`. C INSPECTION RECORD ;: Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)_431 -3670 'roe Gr' - � � •P/`Z ype o nspect n: r--;),p Address: Z � ed Date Called: ,� Speaa structions: ' - ' Date Wanted: -2-7-- am p.m. Requester: Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. PECTIO 0. OiNSPECTICN RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4-6(b PERMIT NO. (206) 431 -3670 'rolect: n pt , ype o nspedwn: i Address: 12,3 z. Aiii OV4 n it Date Called: Special Instructions: Date Wanted: Z _ p Requester: LO. I' l' b `s-_ PhoneNo.: S.. - ❑ Approved per applicable codes. COMMENTS: Rai-07a U 'E' i( Corrections required prior to approval. /e-ea ? 4 fa ce ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, eceipt e: , -,r } INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Prot: I\ ("."(- I r- 1,._..;.,,vup ,- ✓�.._) Type of Inspection: n A ( �-- 1C4� i' 1(l _ t'"��i�kl Ad/ .) 3 --I M'/ 1/0 /i.- .PA Id Date Called: ii _ c"� .. r_-j L/ Special instructions: /.' � r�.. 1 c,lt'f ��a '1 ltf ,�..C_ Date Wanted: c- - -- / ? j 4/ am. p.m. Requester: II 1._(a I /fit k ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: " %) 5 r--l/1.731 .A 1--' f ! peP . (-:,N r..) C"'- 4.`12 -r.15 At t". 1.7 C bi- Clot- Tztar-) . r) 0 1.1 (-0 ►'WYL— A Pi 04-di— 66 0-(b :it._ /iv s Pt:7 �.c`7,t\Ai • _ nspect ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Avro. .,,. ..ekaetveist to ttt City of Tukwila Fire Department as ap. :Krio John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. /)c1( /-f'/ 6 2- Project Name ]. , k. C 'e r1 Address /.7 3 2. ..� P. . ,'< Retain current inspection schedule Needs shift inspection Suite # N( Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: _ iv Hood & Duct: Halon: Monitor: . Pre-Fire: \/ Permits: Authorized Signature FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone.' (206) 575-4404 Fax (206) 5754439 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review (510) Control #B94 -0162 John W. Rants, Mayor May 5, 1994 Re: Pacific Linen - 1232 Andover Park W., Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the 1908 City'uf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 2 direction of egress. (UBC 3314(A)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Aisles established to provide access to exits shall comply with 1991 UFC, Section 81.108. 2. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Maintain fire extinguisher coverage throughout. Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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 10.505A) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 3 accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 3. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) 4. The critical storage height for high -piled combustible stock in closely packed piles is 15 feet. (UFC 9.110). Storage above 15 feet would necessitate increasing the sprinkler density to extra hazard (UFC 81.105), and adding smoke removal capabilities. (UFC 81.107) 5. 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. 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) 6. Smoke venting & curtain boards required by 1991 UFC, Table 81.105A shall be provided & installed per 1991 UFC, Sec. 81.107 and Table 81.107A. 7. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. File nN:. +'bK? ..i,M'.::{Lr.L.t;�r:[:.t:[ —:. yesl -el.;, Vi: r:✓. -.�.: •:.,.rvli.:v;: •...<•�: k: ±. �� CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL 2, �1 X 1�� _ }y, 't 12. 7,0 X 10 _ 7, zoo X = X = X = . X GRAND TOTAL S' 2, 1 1 7 RECETIVEb CITY OF .UKWILA APR 2 2 199; PERMIT CENTER e CONESCO 0# HICAGO DENVER STORAGE S YS TEMS INC. 7745 1st Ave. South • SEATTLE • SEATTLE, WA 98108 • (206) 762 -5969 • FAX: (206) 762 -6538 CREDIT INFORMATION President: Vice President: Secretary /Treasurer: Incorporated: Colorado State Tax Exempt No.: Washington State Tax Exempt No.: DUNS NUMBER: Washington State Contractors No.: Oregon State Contractors No: Industrial Insurance Acct. No.: City of Seattle: City of Tukwila Bus. License: BANK REFERENCE First Interstate Bank of Golden 1301 Jackson Street Golden, CO 80401 (303) 273 -6377 Acct. No. 2104737 Contact: Andrew L. Bacon MISC OFFICE Bradley D. Brucker Randy C. Maxon Charles E. Hodges March 1986 22 -84178 C600- 642 -219 15- 044 -3257 CONESSS131 NU 71398 519- 448 -00 -5 005 -95 -38 -000 92 -1983 BILLING ADDRESS Conesco Storage Systems, Inc. 4495 Jason St. Denver, CO. 80211 (303) 455 -7080 (303) 455 -7060 - Fax Contact: Norma Jackson CREDIT REFERENCES. American Wire Products P.O. Box 3070 Frankfort, KY. 40603 -3070 (800) 666 -9938 Andersen Rack Products 1821 E. Charter Way Stockton, CA. 95205 (209) 948 -8023 B & B Installations 111 A Foothills Road Lake Oswego, OR. 97034 (503) 635 -6753 United Steel Products P.O. Box 407 East Stroudsburg PA 18301 (717) 476 -1010 Speedrack West P.O. Box 810 Hillsboro, OR. 97124 -5936 (503) 640 -5666 Tacoma Screw Products 2001 Center St. Tacoma, WA. 98409 (206) 572 -3444 RECEIVED CITY OP TUKWILA APR 2 2 1994 COMMITTED TO QUALITY, SERVICE & INNOVATION PERMIT CENTER • IU- 2X 7X 9X c d 1.5' 1.25" 1.5' 1.5° 2.0" 1.5" .ING sions f the rack product fine only. See (same Job Number) for corn- ea. drnension . and site his drawing. welds single pass fillet welds ved types. e.g. r 1452) 1 Diameter. 80 approved. The anchor types. nstailatian drawing govem over ass noted on the installation ion drawings. the allowable soil CHES) NCHES) :s, etc. :HES) nection, weld, etc. Ai _L d s All 96a65 110 56674 Det611e 600 Prosertie6 (unite: Inches um") 8 156725 180820 IH0935 Type A 1 a t sI Is 114015 2.25 2.40 0.75 0.071 0.29 0.37 514111 2.94 2.06 0.75 0.071 0.45 0.74 0.45 3.13 2.00 0.75 0.471 0.55 1.01 110311 3.50 2.75 1.63 0.071 0.71 1.40 556411 3.51 2.75 1.03 0.071 0.01 1.73 I56521 4.00 2.75 1.63 0.074 0.91 1.02 0.120 4.34 2.75 1.13 0.074 1.05 2.53 216735 4.56 2.75 1.63 4.041 1.22 3.05 116621 5.25 2.75 1.63 4.074 1.42 4.01 105720 4.10 2.75 1.63 0.074 1.70 4.30 2.23 2.75 1.63 0.074 1.65 5.09 510935 5.51 2.75 1.63 0.061 2.45 7.46 BEAiv1S Dimensions and Properties 0 2 Pin (Standard) 1" typ 4" 4 Pin Heavy Duty (Optional) d T 77pe t 1 0 A. as r5 r7 I0-218 0.071 3.00 1.63 0.43 0.36 1.12 0.42 I0 -251 0.009 3.00 1.63 0.54 0.45 1.11 0.62 \10-2711 0.105 3.00 1.43 0.62 0.51 1.10 0.61 I0 -725 0.069 3.00 3.00 0.79 0.60 1.33 1.00 jO -771 0.102 3.00 3.00 0.91 0.91 1.22 1.07 ID -761 0.120 3.00 3.00 1.03 11 .002 1.21 1.07 IU -9ss 0.090 4.00 3.00 0.92 1.10 1.60 2.14 ID -992 0.120 4.00 3.00 1.21 1.53,1:z_1.12 D - tt COLUMN Dimensions and Properties 7/16" diam. r.vet - DETAIL 0 BEAM - COLUMN CONN. A (Standard) B \11 \ \11LU11111 \]1 C END CONN. WELDS D FRONT TYPICAL ELEVATIONS ( 0 See installations drawings for specifics) Min 3/8" Anchor (1 per post) Max 2" typ SIDE 7.75" Min 1/2" Anchor (2 per post) STANDARD e= 3.5 "- "0077 "; 5 "- "0078" FOOT PL. SEISMIC FOOT PL. (11 ga) (3/8 ") BASE PLATES Types and Dimensions APR 5 DATE 6 -19 -91 PE ' . HI AN. ASSO TE STRUT RAL ENGI 1225 -F OR ACW C GI 91 ZfA7 at 8 54 PE 7 pNE WETSIGNEO�GO►PIES Y. E.E VAFID & %liftr PEI T A 1 4110H. NUIWNG MUST OF S�(F D�i SS 1N15 1a tN.[ CHECKED ArrSDVFD P. H. RECEIVED CITY OF TUKNALA APR 2 2 1994 PERMIT CENTER INTERLAKE RACKS PONTIAC SECTIONS STANDARD DETAILS bL 33 Drawing X IP -1 t =0.071" GENERAL NOTES IU- c d 2X 1.5" 1.25" 7X 1.5" 1.5" 9X 2.0" 1.5" BRACING Dimensions 1. This drawing shows standard details of the rack product sine only. See engineer approved installation drawings (same Job Number) for com- ponents used. special details, arrangement. dimensions, and site specific information. 2. The installation drawings govem over this drawing. 3. MATERIAL Steel - ASTM A570 Grade 50 UNO Welding Electrodes - AWS E70-XX (all welds single pass fillet welds designed at 50% stress levels) Expansion Anchors shalt be ICBO approved types. e.g. Hilti Kwik Bolt (ICBO RR 12156)) Philips Red Head JS type (ICBO RR 1 14521 Rarnset TruBolt (ICBO RR 12391) Embedment shall be minimum 5X Bolt Diameter. Other similar anchors may be used if )CBO approved. The anchor types, sizes. and embedments shown on the installation drawing govem over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 4. Unless noted otherwise on the installation drawings. the allowable soil bearing value is 1.0 KSF. Typical Upright Specification: IU-XXB-YY-ZZZ-Optiions XX = POST SIZE YY = UPRIGHT DEPTH (INCHES) ZZZ = UPRIGHT HEIGHT (INCHES) Options = Special footplates, etc. Typical Beam Specification: IH- XXX -YYY- Options XXX = BEAM SIZE YYY = BEAM LENGTH (INCHES) Options = Special end connection, weld, etc. AI 8 A11 Beams 030 2 041411. 805 9r"D4rtia■ waits: incn.e uno) 8 2)16720 2x0620 130939 Type A 2 d t 82 22 211010 2.2S 2.00 r 0.75 0.071 0.29 0.37 114115 2.94 2.00 0.7S 0.071 0.45 0.74 114313 3.12 2.00 0.75 0.071 0.55 1.01 314311 3.50 2.75 1.43 0.071 0.71 1.40 3111411 3.91 2.75 1.13 0.071 0.01 1.73 214522 4.00 2.7S 1.43 0.074 0.51 2.02 2111421 4.39 2.75 1.63 0.074 1.85 2.53 I0 -951 4.54 2.7S 1.43 0.061 1.22 3.05 114821 S.2% 2.7S 1.43 0.074 1.42 4.01 318723 4.80 2.7S 1.43 0.074 1.70 4.30 S.21 2.7S 1.13 0.074 1.88 5.09 318931 5.51 2.75 1.43 0.081 2.45 7.41 , BEAMS Dimensions and Properties 0 2 Pin (Standard) 1" typ 4" 4 Pin Heavy Duty (Optional) d 37p8 t 5 0 A0 82 r2 ! r7 20 -215 0.071 3.00 1.43 0.43 0.30 1.12 0.42 20 -259 0.009 3.00 1.113 0.54 0.45 1.11 0.42 20 -271 0.155 7.00 1.43 0.42 0.51 1.10 0.01 10 -755 0.089 3.00 3.00 0.79 0.40 1.23 1.04 20 -771 0.105 3.00 3.00 0.11 0.51 1.22 1.07 10 -790 0.120 3.00 3.00 1.03 1.02 1.21 1.07 I0 -951 0.090 4.00 3.00 0.92 1.14 1.40 1.11 10 -960 0.120 4.00 3.00 1.21 1.53 1.52 1.32 COLUMN 7/16" diam. r :vet DETAIL Dimensions and Propertes sea weLw 8e LOW LoAo Cr" 6PVtG✓.G7 .I1q R.. -� o�� BEAM - COLUMN CONN. O A (Standard) B C END CONN. WELDS D FRONT TYPICAL ELEVATIONS (See installations drawings for specificsKii Min 3/8" Anchor (1 per post) STANDARD FOOT PL. (11 ga) HI ASSO" TE STRU RAL GI 1225-F OR G Max 2" • • 7.75' t Min 1/2" A (2 per p( e = 3.5"-"0077"; 5" SEISMIC FOOT (3/8 ") BASE PLATES Types and Dimensions RECEIVED CITY OF TUK18 APR 2 2 >� PERMIT CENT G NS DATE 6 -19 -91 DRAW" ACIFIC 3 UE 91 :e2 Bra .17 ARE R APPROVED P. H. INTERLAKE RACKS PONTIAC SECTIONS STANDARD DETAILS 1 and details of the rack lgineer approved instal- s Number) for components rrangement, dimensions, ation. ; govern over this draw- 50 E70 -XX (ail welds designed at 50X stress * IC80 approved types. e.g. R 42156, 4627) type (1080 RR #1372) R -Stud (IC80 RR #3219) in 5X Bolt Diameter. be used if ICSO approved. The embedments shown on the rn over the sizes shown on required unless noted ngs. he installation oil bearing value is Beam Details and Properties (units: inches uno) Type A B d t Sx Ix Standard 3.56 0.28 1.15 0.074 0.35 0.68 Heavy Duty 4.87 3.00 0.57 0.074 0.55 1.45 PRB35 3.50 2.13 0.75 0.074 0.89 1.63 PHB35 3.50 2.13 1.63 0.074 0.87 1.59 PR850 5.00 2.13 0.75 0.074 1.44 3.74 PHB50 5.00 2.13 1.63 0.074 1.40 3.65 PR860 6.00 2.13 0.75 0.074 2.04 6.30 PHB60 6.00 2.13 1.63 0.074 1.96 6.06 PRB= Pallet Support Beam Type 1.31" �d A I -t 8 Pallet Support BEAMS Ai 1" 314" 111/16' tI2 t 12- Display Dimensions and Properties } 1. 1. le 3 Pin Standard 1.5" typ tvP Post Details and Properties (units: inches uno) (ail properties net section) Type t W 3.00 D 1.50 As. Sx rx r 0.36 0.28 1.15 Regular Heavy 0.074 0.074 0.60 3.00 3.00 0.57 0.58 1.26 1.15 w COLUMN FILLET WELD Dimensions and Properties OI BEAM- COLUMN CONN. (Rivets 7/16" Diam.) 5_Ci10 N EXPIRES. -101- a LO APR 15 1994 FRONT TYPICAL ELEVATIONS (See installations drawings for specifics) EiI In 3/8" Anchor (1 per post) 1/s- V Max 2- <WP SIDE STANDARD FOOT PL. (1/41 7 r Min 1 /2" Anchor (2 per post) See installation dwgs. for custom sizes SEISMIC FOOT PL. (3/8') BASE PLATES Types and Dimensions RECEIVED CITY OF TUKWILA n?,-) ;-=i - l;./Z; • PERMIT CENTER 1 PETER S. H GINS AND ASSOCIATES STR iCTURAL;G(NEERS 1225 =F NORTH P/} I C AVENUE GLENDALE,; A \;818\549 -0079 DRAWING AND DESIGN ARE CO COPYING BY WRITTEN PERMISSION Ot LY. WET SIGNED COPIES ONLY AREIVAUD FOR BUILDING PERMIT APPLICATION: DRAWING MUST BE SIGNED iCROSS t1RS BLOCK DATE 8 -14 -93 DRAWN J dECKfD APPROVED P. H. MADIX STORE FIXTURES STORAGE RACKS 2 INCH CENTER PUNCHING STANDARD DETAILS Job 1233 Drawing # MX -5 INT• I EXPIRES. ,5 -- 01- CI 1 t =16 ga d C Sr ! c 1 d AU. 1133' S 130. I I BRACING Dimensions GENERAL NOTES 1. This drawing shows standard details of the rack product line only. See engineer approved instal- lation drawings (same Job Number) for components used, special details, arrangement, dimensions, and site specific information. 2. The installation drawings govern over this draw- ing. 3. MATERIAL Steel ASTK A570 Beams and Clips Grade 50 Posts Grade 40 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. Hitti Kwik Bolt (IC80 RR #2156, 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 embedlnents 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. Beam Details and Properties (units: inches uno) Type A B d t SX Ix Standard 3.56 0.28 1.15 0.074 0.35 0.68 Heavy Duty 4.87 0.57 0.58 0.074 0.55 1.45 PRB35 3.50 2.13 0.75 0.074 0.89 1.63 PH835 3.50 2.13 1.63 0.074 0.87 1.59 PR850 5.00 2.13 0.75 0.074 1.44 3.74 PHB50 5.00 2.13 1.63 0.074 1.40 3.65 PRB60 6.00 2.13 0.75 0.074 2.04 6.30 PH860 6.00 2.13 1.63 0.074 1.96 6.06 PRB= Pallet Support Seam Type 8 Pallet Support BEAMS Ai 1' 3/4' 111/16' 1/2" 1/2' Display Dimensions and Properties r- • L- 3 Pin Standard 1.5' typ 3' tyP Post Details and Properties (units: inches uno) (all properties net section) Tye Regular t 0.074 W 3.00 D 1.50 As SS rx r 0.36 0.28 1.15 0.60 heavy, 0.074 3.00 3.00 0.57 0.58 1.26 1.15 FILLET WELC 17.NOWN� w COLUMN / 1 Dimensions and Properties • BEAM - COLUMN CONN. (Rivets 7/16" Diam.) ,21:402.4/5 G rte- 5r�i(O N PR 15 lei FRONT TYPICAL ELEVATIONS (See installations drawings for specifics) GI1 Min 3/8" Anchor (1 per post) STANDARD FOOT PL. (1141 1 /8- 1/Max 2- 7' Min 1/2" A� (2 per pq See installation dwgs. for SEISMIC FOOT 13/87 BASE PLATES Types and Dimensions RECEIVED CITY OF TUKWIU APR 22 FL: PERMIT CENTEF PETER S. N AND ASSO STR1UCTURAL 1225 F NORTH P 'GLENDALE, 1 DRAWING AND DESIGN ARE CO COPYING BY WRITTEN PERMISSION OILY. WET SIGNED COPIES ONLY ARE VALID FOR BUILDING p EAS .0 G UT BE SIGNED ACR S B O GINS ATES EJV GIN EERS C AVENUE A � .818\549 -.007 DATE 8 -14 -93 MADIX STORE FIXTURES STORAGE RACKS 2 INCH CENTER PUNCHING STANDARD DETAILS DRAWN COXED APMIOVED P. H. .7 X 17 PRINTED ON NO. 1000H CLEARPRINT. • 14 ga 12 2 DI- details of the rack Igineer approved we Job Number) for details, arrangement, pion. govern over this •ade 50 UNO r0 -xX Call welds single Kd at 502 stress Ie ICBO approved types. e.g. R 82156, 4627) type (ICED RR#1372) R-Stud CICB0 RR #3219) el 5X Solt Diameter. be used if Ic80 approved. The eut edments shown on the rn over the sizes shown on : required unless noted ngs. he installation ,oil bearing value is Beam Details and Properties (units: inches uno) ■ Type . A B d t Sx Ix 12250 2.25 2.00 0.88 0.075 0.29 0.36 12937 2.94 2.00 0.88 0.085 0.50 0.78 - 13500 3.50 2.00 0.88 ' 0.085 0.67 1.24 - .13875 3.88 2.50 1.63 0.085 0.90 1.85 T4125 4.13 2.50 1.63 0.085 0.99 2.17 T4625 4.63 2.50 1.63 0.085 1.27 3.07 T5125 5.13 2.50 1.63 0.085 1.41 3.78 15625 5.63 2.50 1.63 0.095 1.81 5.30 T6000 6.00 2.50 1.63 0.105 2.20 6.83 At 7/8" -t • 8 Typ UNO BEAMS Dimensions and Properties 3 Pin (Standard) EA vc4r> F.tce SAG typ 2' .2" typ 4 Pin Heavy Duty (Optional) Post Details and Properties (units: inches uno) (all properties net section) TYPe F14 F18 _ F20 , F25 F30 F35 t 0.067 W 3.00 0 1.63 A 0.34 S 0.33 rx 1. ry 1.21 0.68 0.095 3.00 1.63 0.48 0.47 0.59 1.20 1.20 0.66 0.94 1.12 0.078 3.00 2.50 0.58 0.58 0.73 0.075 0.095 3.00 3.00 3.00 3.00 0.66 0.81 1.31 1.30 1.10 0.115 3.00 3.00 2.50 0.88 0.98 1.281 1.08 099. 0.97 0140 0.095 4.00 0.76 1.05 1.59 D146 0.115 4.00 2.50 0.92 1.27 1.56 W lc COLUMN Dimensions and Properties /.3 EA Al S•IFETY PiN 3P /Al5 STd,i COL LIMN a ./4OI°247 BEAM - COLUMN CONN. -J9 .:/A/ 54" ACT /�7IJ APR 15 1994 L y ED %// 1 i IEiKI £S.3 -DI -61 cp I FRONT TYPICAL ELEVATIONS (See installations drawings for specifics) Min 3/8" Anchor (1 per post) STANDARD FOOT PL. (11 ga) 1/8" Max 2" typ AIHRIR SIDE 7" Min 1/2" Anchor (2 per post) See installation dwgs. for custom sizes SEISMIC FOOT PL. (3/8 ") BASE PLATES 4 Types and Dimensions Re rJeD CITY OF TUKWILA PERMIT CENTER PET S. S. ¢GINS �, AND ASSOCIATES STRUCTURAL ENGINEERS 1225 -F NORTH PACIRC,AU GLEN ALE, CA 9,1'20/1 11 -54 7 DRAWING AND DES N ARE 'COPYRIGHT. COPYING BY WRITTEN PERMISSION ONLY. WETISIONED COPES' ONLY ARE VALID FOR BUILDING PERMIT APPLICATIONI DRAWING MUST BE SIGNED iACROSS THIS BLOCK DATE 5 -27 -93 DRA CHECKED APPROVED P. H. UNITED STEEL STORAGE PRODUCTS RACKS STANDARD DETAILS Job # 1233 Drawing # US -1 jEXPIRES.. - .DI -4 ti) i 0.25" --7Y 1. }Pu 4ga 1 ! - 2 F- DI- BRACING Dimensions GENERAL NOTES 1. This drawing shows standard details of the rack product tine 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 50 UNO Welding Electrodes - ANS 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) ITN Ramset /Red Head JS type (ICBO RR #1372) Gumebo Taper -Bolt Sup-R -Stud (ICBO RR #3219) Embedment shall be minimum 5X Bolt Diameter. Other similar anchors may be used if ICB0 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. Beam Details and Properties (units: inches uno) Type A B d t SX Ix T2250 2.25 2.00 0.88 0.075 0.29 0.36 72937 2.94 2.00 0.88 0.085 0.50 0.78 73500 3.50 2.00 0.88 0.085 0.67 1.24 T3875 3.88 2.50 1.63 0.085 0.90 1.85 T4125 4.13 2.50 1.63 0.085 0.99 2.17 T4625 4.63 2.50 1.63 0.085 1.27 3.07 75125 5.13 2.50 1.63 0.085 1.41 3.78 75625 5.63 2.50 1.63 0.095 1.81 5.30 T6000 6.00 2.50 1.63 0.105 2.20 6.83 7/8" s-s d A FP- t •f Typ UNO BEAMS Dimensions and Properties 3 Pin (Standard) F.rcG /4 V Post Details and Properties (units: inches uno) (al! p OPen1e3 net section) Type t W D A SX rx r F14 0.067 3.00 1.63 0.34 0.3 1.21 0.68 F18 0.095 3.00 1.63 0.48 0,47 1.20 0.66 F20 0.078 3.00 2.50 0.58 0.59 -' 1.20 -"-- 0.94 F25 0.075 3.00 3.00 0.58 0.66 1.31 1.12 F30 0.095 3.00 3.00 0.73 0.81 1.30 1.10 f35 0.115 3.00 3.00 0.88 0.98 1.28 1.08 0140 0.095 4.00 2.50 0.76 1.05 1.59 0.99 DI46 0.115 4.00 2.50 0.92 1.27 1.56 0.971 wl c COLUMN Dimensions and Properties BEAAl 1" typ 2" typ 4 Pin Heavy Duty (Optional) S,oFETY P/N o "6e,acc=- .!4OPL47. COL (AIN ti BEAM - COLUMN CONN. ■ N D F4CE .SOLES .9N SiP _- C7-/.71J°. 11 X 17 PRINTED ON NO. 1000H CLEARPRINT. APR 15 199% PETER S. KrG i\NS STF U TURAL ENGINEERS ND ASSOCIATES 1225 -F NORTH PACIFIC,A/E GLEN'_ ALE.l CA 9,120 PY DRAaI WO AND DESIGN ARE T. WETISIONED COPIES ONLY ARE V COPYING BY WRITTEN PERMIW SSION ONLY. YAM FOR BUDDING O PERMIT APPLICATION, ORAWMG MUST BE SIGNED ACROSS THIS BLOCK FRONT TYPICAL ELEVATIONS (See installations drawings for specifics)) j Min 3/8" Anchor (1 per post) STANDARD FOOT PL. (11 ga) Max 2" 7" Min 1/2" P (2 per pi See installation dwgs. for SEISMIC FOOT (3/8") BASE PLATES Types and Dimensions REL`°SOED CITY OF TUK! n1.-] s -. L .. PERMIT CEN DATE 5 -27 -93 Diu CHECKED P ED H. UNITED STEEL PRODUCTS STORAGE RACKS STANDARD DETAILS Pacific Linen Interlake Racks Location: Tukwilla, WA (Zone 3) Prepared For: Conesco Storage Shstems, Inc. Seattle, 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 1233 Revision 1 (General Revision and Addition of Madix Racks) April 14, 1994 This Document and the design it c•• - is copyright by Peter S. Higgins and Associates. It ide• :s an ins ument of service, and shall not be reproduced in, ny fash without the written permission of Peter S. Higgins and As iatea. ice Building Departments If this ce.c ati• submi fo bu ding permit approval, it shall contain i11 he a • alc at •n• -s 1 sted in the table of contents on the nex p e s), n• s all •e a• om.. • ed by all drawings listed in Section 1. do m sha 1 be •ro•ri. e seals an • •natures in ink of a c ntr t color wi s - Job Numb Refe -nce. The calcula i n 1 signed a •ss is b '.ck REPRODUCTIO •F SIGNED COPIES ARE INVALID RECEIVED CITY OF TUKWILA PERMIT CENTER r-' P —ER S. HIGGINS AND ASSOCIA J CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Job No. 1233 Rev. 1 April 14, 1994 Sheet ii 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 1.2.1.1 USP Racks 1 1.2.1.1.1 Machine Loaded (Beam spacing > 42 ") 1 1.2.1.1.2 Hand Loaded (Beam spacing < 42 ") 1 1.2.1.2 Madix Racks 1 1.2.1.2.1 99" Spans 1 1.2.1.2.2 146" Spans 1 1.2.2 Seismic 1 1.2.2.1 General (1991 UBC Standard 27 -11) 1 2 Types A and B 2 2.1 Components and Geometry 2 2.2 Check Beams 2 2.2.1 Design Forces 2 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 4 2.5 Transverse Seismic 4 2.5.1 Base Shear 4 2.5.2 Design Forces 5 2.5.2.1 Stability 5 2.5.2.2 Brace 5 2.5.2.2.1 Design Force 5 2.5.2.2.2 Brace Capacity 5 3 Type C 6 3.1 Components and Geometry 6 3.2 Check Beams 6 3.3 Check Posts (Dead plus Live Loads) 6 3.3.1 Load to Post 6 3.3.2 Post Properties (net section) 6 3.4 Longitudinal Seismic 7 3.4.1 Base Shear 7 3.4.2 Design Forces 7 3.4.3 Post - Combined Stresses 7 3.4.4 Beam Connections 7 3.4.4.1 Design Forces 7 P...:ER S. HIGGINS AND ASSOCIA(_ ,. CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Job No. 1233 Rev. 1 April 14, 1994 Sheet iii 3.4.4.2 Connection Capacity 8 3.5 Transverse Seismic 8 3.5.1 Base Shear 8 3.5.2 Design Forces 8 3.5.2.1 Stability 8 3.5.2.2 Brace 8 4 Types D, E 9 4.1 Components and Geometry 9 4.2 Check Beams 9 4.2.1 Design Forces 9 4.2.2 Beam Properties 9 4.3 Check Posts (Dead plus Live Loads) 10 4.3.1 Load to Post 10 4.3.2 Post Properties (net section) 10 4.4 Longitudinal Seismic 10 4.4.1 Base Shear 10 4.4.2 Design Forces 10 4.4.3 Post - Combined Stresses 11 4.4.4 Beam Connections 11 4.4.4.1 Design Forces 11 4.4.4.2 Connection Capacity 11 4.5 Transverse Seismic 11 4.5.1 Base Shear 11 4.5.2 Design Forces 11 4.5.2.1 Stability 11 4.5.2.2 Brace 12 4.5.2.2.1 Design Force 12 4.5.2.2.2 Brace Capacity 12 5 Types F, G 12 5.1 Components and Geometry 12 5.2 Check Beams 13 5.3 Check Posts (Dead plus Live Loads) 13 5.3.1 Load to Post 13 5.3.2 Post Properties (net section) 13 5.4 Longitudinal Seismic 13 5.4.1 Base Shear 13 5.4.2 Design Forces 14 5.4.3 Post - Combined Stresses 14 5.4.4 Beam Connections 14 5.4.4.1 Design Forces 14 5.4.4.2 Connection Capacity 14 5.5 Transverse Seismic 14 5.5.1 Base Shear 14 5.5.2 Design Forces 14 5.5.2.1 Stability 15 5.5.2.2 Brace 15 5.5.2.2.1 Design Force 15 5.5.2.2.2 Brace Capacity 15 6 Slab on Grade 16 Yk.,:ER S. HIGGINS AND ASSOCIA(_,. CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Job No. 1233 Rev. 1 April 14, 1994 Sheet 1 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of drawings is for the struc- tural 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 MX -5, IP -1, US -1 1.1.1.2 By Others Conesco LINEN2 Sheet 1 1.2 Loads 1.2.1 Vertical (Dead plus Live) 1.2.1.1 USP Racks 1.2.1.1.1 Machine Loaded (Beam spacing > 42 ") Loads per level = 1.0 kips Design beams for 25% impact 1.2.1.1.2 Hand Loaded (Beam spacing < 42 ") Loads per level = 0.5 kips Design beams for 25% impact 1.2.1.2 Madix Racks 1.2.1.2.1 99" Spans Loads per level = 1.2 kips Design beams for 25% impact 1.2.1.2.2 146" Spans Loads per level = 0.5 kips Design beams for 25% impact 1.2.2 Seismic 1.2.2.1 General (1991 UBC Standard 27 -11) Where: V RI e W W Z =0.3 I =1.00 £J.ER S. HIGGINS AND ASSOCIA' CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Job No. 1233 Rev. 1 April 14, 1994 Sheet 2 Thus: V < 0.563W R, T2/3 within the range: 0.03W <_V_ <0.137W Rw.8 Longitudinal 6 Transverse C 1.25S52.75 T213 S <1.5 (unless lower value per- mitted by soils report) W =Total Load (Dead Load of rack is usually negligible) T may be determined by any rational method, or the default C /Rw of 0.46 may be used. 2 Types A and B Use hybrid configuration with total bay load of 4.5 kips on max height to first beam of 54" 2.1 Components and Geometry W Ale W =96" a =54" b =54" c =54" Beam Type /H-631B 2.2 Check Beams 2.2.1 Design Forces L1W M 5 (2)(8) D H =192" D =42" 1y =53" 1d =58" Upright Type F20 M S min < 30 =22.5 inch kips =0.75 in3 :.eER S. HIGGINS AND ASSOCIA S CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Rev. 1 April 14, 1994 ^. i5�. �i:+. td:•:;?:. 2: r. S'" i4 a-; 5' .j.'�'�SYAin"��''':'±�r'J"'u,a< Job No. 1233 Sheet 3 2.2.2 Beam Properties 1" _-1__ t 1.63" Pri 2.75" 0.071" IH 631B Sx =0.71 in3 Ix =1.40 in4 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Load to Post p<(ff of levels)(L) 2 =2.3 kips 2.3.2 Post Properties (net section) 22 F20 t=0.078 in X As =0.58 in2 Sx =0.59 in3 rx =1.23 in Sy =0.38 in3 ry =0.94 in 2.4 Longitudinal Seismic Say O.K. ly /ry =56 a /rX =44 Fa =23.3 ksi Pa =13.Sk I a =17 .7 "k 2.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. 3 T, WL (2n2 +2n+ 1) 23001 I Units: kips, inches, seconds Where:• W = Load per level L = Spacing between levels I = Moment of inertia of post n = Number of levels a...ER S. HIGGINS AND ASSOC/ACS CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Rev. 1 April 14, 1994 Job No. 1233 Sheet 4 Substituting yields: T >1.0 sec Thus: V <0.072W 2.4.2 Design Forces P <2.3k; V <0.16k M <Va- (1.3)P < (0.16)(54) - (1.3)(4.5) = 5.8 inch kips 2.4.3 Post - Combined Stresses P M PQ Ma = 0.49 <1.33 O.K. 2.4.4 Beam Connections 2.4.4.1 Design Forces Mconn<5. 8 11 k 2.4.4.2 Connection Capacity 7/16" diam. Rivet Va = 2.5 kips 2.5 Transverse Seismic (fixity due to width of base plate) Standard Connection Ma= (1.33) (2 . 5) (4) =13.3 in k O.K. 2.5.1 Base Shear Use Code Default Values for CS V= 0.14W =0.62k 2ER S. HIGGINS AND ASSOCIA CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Rev. 1 April 14, 1994 Job No. 1233 Sheet 5 2.5.2 Design Forces D V h' P EQ 2.5.2.1 Stability_ Vh' Paq D h' =108 inches Peq =1.6 kips Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. Peq$PD +L - Stable -No Uplift. Anchors provide added Factor of Safety. Use min. 3/8" diam. ICBO approved expan- sion anchors. Minimum embedment 2" into slab. 2.5.2.2 Brace 2.5.2.2.1 Design Force Pbr <0.9k 2.5.2.2.2 Brace Capacity 1" 0.25" AneL =0.28 in2 rmin =0.35 in Q =1.00 14ga L kl Fa Pa (in) , (ksi) (k) 58 166 7.05 2.11 O.R. O.R. Pi,.�'ER S. HIGGINS AND ASSOCIALS CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Job No. 1233 Rev. 1 April 14, 1994 Sheet 6 3 Type C 3.1 Components and Geometry w W =96" a =96" b =96" Beam Type IH -631B L D H =192" D =42" 1y =53" 1d =58 " Upright Type F18 3.2 Check Beams OK per previous check. 3.3 Check Posts (Dead plus Live Loads) 3.3.1 Load to Post P < (# of levels)(L) 2 =1.0 kips 3.3.2 Post Properties ±net section 3., X 22 -t't F20 t =0.078 in X As =0.58 in2 Sx =0.59 in3 rX =1.23 in Sy =0.38 in3 ry =0.94 in 1 }a /rX =78 Fa =19.4 ksi Pa =11.3k MXa =17 .7 1k E'ER S. HIGGINS AND ASSOCIA:iS CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Rev. 1 April 14, 1994 Job No. 1233 Sheet 7 3.4 Longitudinal Seismic 3.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. 1 3 T 2300 WI !' (2n2+ 2n+ 1) Substituting yields: T >1.3 sec Thus: V <0.0SSW 3.4.2 Design Forces P <1.0k; V <0.06k M <Va- (1 .3) P < (0.06) (96) - (1.3) (1.0) = 4.2 inch kips 3.4.3 Post - Combined Stresses 3.4.4 Beam Connections 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 PQ Ma (fixity due to width of base plate) = 0.46 <1.33 O.K. 3.4.4.1 Design Forces MconnS4 .2 u k LER S. HIGGINS AND ASSOCIA CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Job No. 1233 Rev. 1 April 14, 1994 Sheet 8 3.4.4.2 Connection Capacitz 4" 7/1 6" diam. Rivet Va= 2.5kips 3.5 Transverse Seismic Standard Connection Ma= (1.33) (2.5) (4) =13.3 in k O.K. 3.5.1 Base Shear Use Code Default Values for CS V= 0.14W =0.28k 3.5.2 Design Forces D f Vh' Peg= D V h'=144 inches Peq =0.95 kips h' EQ 3.5.2.1 Stability_ Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. Stable -No Uplift. Anchors provide added Factor Peq4PD +L - of Safety. Use min. 3/8" diam. ICBO approved expan- sion anchors. Minimum embedment 2" into slab. 3.5.2.2 argaft OK per previous checks. O.K. L fER S. HIGGINS AND ASSOC/A . CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Rev. 1 April 14, 1994 Job No. 1233 Sheet 9 4 Types D, E 4.1 Components and Geometr.z W W =max 146" a =9" b =112" D H =120" D =30" 1y =48" 1d =50" Beam Type PHB60 Upright Type Heavy, 4.2 Check Beams 4.2.1 Design Forces LJW M (2)(8) =20.5 inch kips 4.2.2 Beam Properties 1" C.) PHB60 1.63" Sx =1.96 in3 14 ga Ix =6.06 in4 2.125" Y S min < M 30 =0.68 in3 O.K. E'ER S. HIGGINS AND ASSOC/AS CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Rev. 1 April 14, 1994 Job No. 1233 Sheet 10 4.3 Check Posts (Dead plus Live Loads) 4.3.1 Load to Post (# of levels)(L) 2 =0.9 kips 4.3.2 Poet Properties (net section) 3 " X- - - -- - 3„ t Heavy Duty 1 /ry =42 X t=0.074 in b /rx =89 As =0.57 in2 Sx =0.58 in3 Fa =17.2 ksi rX =1.26 in Sy =0.37 in3 Pa =9.8k �� ry =1.15 in rya =13.9 k 4.4 Longitudinal Seismic 4.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. 3 T > 1 VWI, (2n2+ 2n+ 1) 2300 I Substituting yields: T >1.7 sec Thus: V <0.050W 4.4.2 Design Forces P <0.9k V <0.045k M <Vb/2= (0.045)(112)/2 =2.5 "k Units: kips, inches, seconds Where: W = Load per level L = Spacing between levels I = Moment of inertia of post n = Number of levels 11,..e2 ER S. HIGGINS AND ASSOCIA ..A CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Rev. 1 April 14, 1994 Job No. 1233 Sheet 11 4.4.3 Post - Combined Stresses P M Pa Ma = 0.27 <1.33 O.C. 4.4.4 Beam Connections 4.4.4.1 Design Forces Mconn<2.5"k 4.4.4.2 Connection Capacity 2" (tYP) 7/16" diam. Rivet Va = 2.5 kips 4.5 Transverse Seismic Standard Connection Ma= (1.33) (2 .5) (4) =13 .3in k O.R. 4.5.1 Base Shear Use Code Default Values for CS V= 0.14W =0.24k 4.5.2 Design Forces D V h' P EQ 4.5.2.1 Stability TBolt = Peq - PD +L = 0.1k Vh' Peq = D h'=120 inches Peq =1.0 kips Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. f -XER S. HIGGINS AND ASSOCIA �,... 'S CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Rev. 1 April 14, 1994 Job No. 1233 Sheet 12 Use min. 3/8" diam. ICBO approved expan- sion anchors. Minimum embedment 2" into slab. 4.5.2.2 Brace 4.5.2.2.1 Design Force Pbr <0.4k 4.5.2.2.2 Brace Capacity_ 0.060" Anet =0.26 in2 rmin=0.49 in 1-5 Q =0.69 8 L kl Fa Pa (in) r (ksi) (k) 52 107 10.6 3.65 O.K. O.R. 5 Types F, G Type G governs by inspection (same loads with higher beam lev- els) . 5.1 Components and Geometry w W =max 146" a =max 68" b =52" Beam Type PHB60 H =120" D =30" 1y =48" 1d =50" Upright Type Heavy ,rER S. HIGGINS AND ASSOCIS CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Rev. 1 April 14, 1994 Job No. 1233 Sheet 13 5.2 Check Beams OK per previous checks. 5.3 Check Posts (Dead plus Live Loads) 5.3.1 Load to Post P < (# of levels)(L) 2 =1.8 kips 5.3.2 Post Properties (net section) 3 "' X 3" Heavy Duty X t =0.074 in As =0.57 in2 Sx =0.58 in3 rX =1.26 in Sy =0.37 in3 ry =1.15 in 5.4 Loni gtudinal Seismic ly /ry =42 a /rx =54 Fa =23.7 ksi Pa =13.5k MXa =13 .9 "k 5.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. 1 T 2300 3 WL (2n2 +2n+ 1) I Substituting yields: T >1.0 sec Thus: V<0.068W Units: kips, inches, seconds Where: W.= Load per level L = Spacing between levels (use 60) I = Moment of inertia of post n = Number of levels LER S. HIGGINS AND ASSOCI CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Job No. 1233 Rev. 1 April 14, 1994 Sheet 14 5.4.2 Design Forces P <1.8k; V <0.12 k M <Va- (1.3)P < (0.12) (68) - (1.3) (1.8) = 6.0 inch kips 5.4.3 Post - Combined Stresses P M Pa Ma = 0.56 <1.33 O.K. 5.4.4 Beam Connections 5.4.4.1 Design Forces Mconn_ 6 .0 u k 5.4.4. Connection Capacity 2" (tYP) 7/16" diam. Rivet Va = 2.5 kips 55 Transverse Seismic (fixity due to width of base plate) Standard Connection Ma= (1.33) (2.5) (4).13.3in k O.K. 5.5.1 Base Shear Use Code Default Values for CS V =0.14W =0.50k • «y „� :;n r�: t�._; ^,sp' ar.*z ;�;,,.�:, ,,.�.,r,7n¢tr;. �sr': ,4,.::'•�'.- '`:'4 ",i''; �'':, ,'': iJ�'� "rs.;t'�'`'':�'?"il'. i LER S. HIGGINS AND ASSOCIAS CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Job No. 1233 Rev. 1 April 14, 1994 Sheet 15 D - — - V h' =94 inches Peq =1.6 kips Vh' P eq D h' 4 + PEQ 5.5.2.1 Stability Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. Peq <PD +L - Stable -No Uplift. Anchors provide added Factor of Safety. Use min. 3/8" diam. ICBO approved expan- sion anchors. Minimum embedment 2" into slab. 5.5.2.2 Brace 5.5.2.2.1 Design Force Pbr <0.8k 5.5,2,2.2 Brace Capacity 18 0.060" Anet =0.26 in2 rmin=0.49 in Q =0.69 L k i Fa Pa (in) T (ksi) (k) 52 107 10.6 3.65 O.K. O.K. DER S. HIGGINS AND ASSOCI1 CONSULTING STRUCTURAL ENGINEERS Project: Pacific Linen Rev. 1 April 14, 1994 Job No. 1233 Sheet 16 6 Slab on Grade Treat slab as equivalent unreinforced square footing P B B= 12 P Qa =18.2 in _ 1 B —b —t Lc 12C " 2 =0.47 feet A4,=--(Q`—`11)(12) =1.31 in kip /ft Where: P = 2.3 kips b = 3 in. (average) t = 4 in. f'c = 2,000 psi Qa = 1.0 ksf S = (12)(t2) 6 =32 in3 /ft M. Q° =Sc =0.041 ksi 5(1)W. acallow 1.7 =0.085 ksi O.K. CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 04/27/94 Activity Table Processing RACK STORAGE PERMIT Permit No: B94 -0162 Tenant: PACIFIC LINEN Status: PENDING Address: 1232 ANDOVER PK W Type: B -RACK Vers: 9101 Screen: 01 Base Information Parcel No: 352304 -9074 Owner: WOELFL RUDOLF & HANNELORE Validated By: SLB Plan Ck Approved: / / Applied: 4/22/1994 Status: PENDING Issued: / / Completed: / / Act /Inactive: A Final Notice: / / To Expire: / / Nature of Wk: INSTALL PALLET AND BIN STORAGE RACKS. Location: Zoning: Valuation: 50,000.00 UBC Edition: 1991 Rack Storage Dimensions - Linear Feet x Height = Totals 2807 16.0 44,912 720 10.0 7,200 .0 .0 . 0 . 0 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 04/27/94 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B94 -0162 Tenant: PACIFIC LINEN Status: PENDING Address: 1232 ANDOVER PK W Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Ap Cond. 04/22/94 04/27/94 04/27/94 Priority (0/1°w-9/high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[EXIT DISTANCE 210 FEET CALLED RAY FRANK, MOVE TUNNEL O.K. ] 2[ALSO NEED 2ND FLOOR PLAN. 4/27/94 ] 4 [ EX:IT ;A '). r<• , ] [ ..•.; °. ,:' 0K'.: �AW�TI� ;i;�'U�3i3EL'fi�ATSLE�'.1�iOVE - ] 6 �[iF =TRE- i�%iLASE °'REVIEW 'r�AND'' "COMMENT:x: 7[ 8 [ 4.4.41,BY':gEPT 9[ 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. labor and industries conesco storage systems elevations rack layout elevations pacific linen conesco rock layout notes load beam upright frame