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Permit D98-0430 - BUSINESS INTERIORS NORTHWEST - STORAGE RACKS
D98 -0430 10848 E. Marginal Way So. Business Interiors Northwest City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 032304 -9164 Address: 10848 EAST MARGINAL WY S Suite No: Location: Category: AWSE Type: DEVPERM Zoning: Const Type: RACKS Gas /Elec.: Units: 001 Setbacks: North: Water: SEATTLE Wetlands: .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: N Streams: Contractor License No: ENGINSP142RA OCCUPANT BUSINESS INTERIORS NORTHWEST 10848 EAST MARGINAL WY S, TUKWILA WA OWNER MCCONKEY DEVELOPMENT CO 3006 NORTHUP WY #101, BELLEVUE WA CONTACT DON.J ROBINSON Phone: 206 682 -6596 1033. SIXTH AV S, SEATTLE WA 98134 CONTRACTOR' ENGINEERED STORAGE PRODUCTS Phone`: 206-682 -6596 1033 6TH AVENUE SOUTH, SEATTLE, WA 98134 ************************* * * * * * * * * * * * * * * * * * * *** * * * ** * * * *** * * ** * * * *•ik * * * * * * * ** * *•* *•* * * ** Permit Description: • PULL -TEST ANCHORS ON RACK-TO COMPLY WITH SEISMIC CALCULATIONS. ************ k**************** * ** * * * * * * * * * * * * * * * * * * * * **k* * * ** Construct :ion..Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separ Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in).: .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: jEnd Tire: 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 k k***************************************.**** ********* * * * *k* * * *** * * * * ** * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ * kk******* * * *** * * * * ** *k * * ** * * * * * *k * * * * * ** Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true a • orrect. All provisions of law and ordinances governing this work will b th, whether specified herein or not. The granti cancel the or the per developme mit does not presume to give authority to violate or ny other state or local laws regulating construction k. I am authorized to sign for and obtain this DEVELOPMENT PERMIT (206) 431 -3670 Permit No: Status: Issued: Expires: Date: End Time: Fill: D98 -0430 ISSUED 01/07/1999 07/06/1999 Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERED 188.06 *******•***** *�k* * * * * ** *k * * * * * **k * * * * * * * * * ** Date 0 This permit shal 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. Address: 10848 EAST MARGINAL WY S Permit No: t.98-0430 SUite: tenant: Status: ISSUED Type: DEVPERM Applied: 12/23/1998 Parcel #: 032304-9164 ' Issued: 01/07/1.999 ******A***A**44.***A*****4kk*****MA******** Permit Conditions: 1. No changes will be made to the plans - unless approved by tie Architect or Engineer and tile,T1.0:m4„1A Division. 2. All permits, inspectiolvrV0e46.401 plans shall be available at the Lob toehi any con- struction. Thes-0 tobe maintAegand avail- able until ftn0.:: is 4:rant'e 3. All constru. t9Hbe'406e InconfbmanO00th plans and , r016irementsOf the plIforM BuTidThg Ed i t on) amended;'-. Uniform orM - Mecha6Vcal , Code61 Ed 1 ton) and Washi:ngto'n State ,Erleay Code= (1997 taltion)'.:. 4. Nalidit.yybf'sPermit...The isS.il'an.6,0 a perMit andcomputatAons sha1 1 iipt,pkcon7qA struOi/to/tke a pe'rmitfOr an approval of any vyOratfOi of aniof'the prOvisfOns o•flthe- code or'of other:or,dfnance'of tIle No permit pr,p5 aiveauthority viOlAte-or:.canceVthe provisiansof,0As • CITY OF •UKWILA .fl ' Project Name/Tenant: \ tts' K esS ),,,�.ect n c, 0 (4J Value of Construction: co .5000 -` Site q re ;s: �,a S+ j� City State/Zip: - Pa -I um +e1 L - C ■ Prot Owe : ( (., ( ) st o e eopmeol--- Pho e: Street, ddress: W �-. / � � ��t�� / Fax #: Contractor: p vu t ti �� S h3'Ll 4 ti (7 LtG S Phone: /_ / h e� W (,,, oL - Cp Sci 10 %. Street Address: _� City State /Zip: 1r0� Co lt-1 A 0-e . c2`�l\Plc. l l34 Fax #: aD 6 t - `h. qS Architect: N Phone: Street Address: City State /Zip: Fax #: Engineer: _ ;s . �,�s �1 . ,4_ G0 \ City State /Zip: 14;,-\4\,,, 9qo _.45.5 P hone: 'lac- g - zz. - 92 tje Fax #: cia s.cn - 9 '1 q2, Street Address: P oi -).14,c Contact Person: ( Phone: Street Address: \t� ` i State/Zip: Cot- 1,1,14, 1,1,14, S. �a `{� .WA �ie' f 13 Fax #: _q - -i 4 7 ° l.� Description of work to be done: `-\' ` ,,, , D o-., re Existing use: Cl Retail ❑ Restaurant ❑ Multi- family it Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family aWarehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University CI Other Will there be a change of use? CI yes 71 If yes, extent of change: (Attach additional sheet if necessary) a N 0 C. -sct e Will there be rack storage? yes El no Existing fire protection features: 0-sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF Ta...WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)#: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: CTPERMIT.DOC 1 /29/97 FOR STAFF USE ONLY Project Number: Permit Number: g4 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:SITE/CIVIL PLAN REVIEW OF. THE FOLLOWING:' (Additional reviews may be determined by the Public Works Department) ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only 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 accept d: 1-- - -5 /9 Date application a Aires: 7 Applfcation talseq by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILD G OW : ' �R ' THOR/ZED AGENT: Signatu • t ' Date: ja 1 b 1� Print nam • 1 irvt ' , 1� A I vt,S dv� P � � ' -(� - � v s - 7 1 a 1 Fa p Z- 4,15 Address t n `,5"% 0 0 d e •S , SPctA (►C Cit ;tta��/ tglftp, • 1,0 i, R g 13 ALL COMMERCIAL/MULTI -FA Y TENANT IMPROVEMENT /AL ATION PERMIT APPLICATIONS MU BE SUBMITTED WITH THE 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 y 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 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9) ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smitn rower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building 0 by the S t obtain t I 1 PENA r/Authorlzed Agent If the applicant is other than the owner, registered architect/engineer , contractor .licensed .. a notarized letter from the property owner authorizing the agent to submit:thls pernit. ired as part of this submittal .te of e per REB TY 0 ington, req CTPI:RMIT.DOC 1 /29/97 AT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. • . , kk*,'v **• *** *A4 *A+Je*Ah:k•khkA *** * *-k*A •A *:I *A*:t+* *Ah **A*A*A.'k l•'ITY OF TUKWILA, WA Reprinted: 01/07/99.08:43• TRANSMIT h-.Q **•%**** *** kAA•' 1* hhhh, l• k• kA****h• A* AA •h * ***** * *h•k:t,kAac:l •AA*•A* 11:ANSMiT Number: P98000.01 Amount: J35.75 0J/07/99 08:41 Payment Method: CHECK Natation: DONALD ROBINSON tn•it: TLI3 Permit No: D98 °0430 Typt : DEVPEIU4 DEVELOPMENT PERMIT Parcel P10: 032304-9164 Site Address 10843 CAST MARGINAL WY ;3 Total Fees: 1.08.06 This. Payment 115.7;, Total ALL Pmt': 188.01 Balance: .00 hA- A**: kAk• hA* A• k+ r• k• AkAek/ e** ** *•k:khA•hk•AhA•A /c. * *A*Ak * *A *h Account Cade 000/322.100 000/086.904 Descr i r,t iori UUTLDING •- Nf:lNl?F_5 STATE BUILDING SURCHARGE Amount 11.1.25 4.50 • ` +*+*A++++++A+*A.*++++«*++**+a* ++A*+++++^* CITY DF TUKWILA" WA / TRANSMIT +*++****++**+*A*++*+**^+A*++A- . **.* ********J+x .t.*4++*+N*+* TRANSMIT Number: R970O886 Amount:: H 72.31 12/33/9816:14 Payment'Metho� : CHECK Nohation: D..RUBINSUN ' %nit: KJp Permit Not D98-0430 � Type: DEVPE8N DEVELOPMENT PERMJT^ Parcel NO 032304-9164 Site Addre9u: 10848 EAST MARGINAL WY ' � Tutal`Foes:' i88.0' This Payment 72.31 Total ALL 9mte: 72.31 Balance; 115,75�'` �A+t*A*+*A+*+*+****++**«+A*+a*+A Account Code Description ., Amount 000/345.830 PLAN CHECK - NONAES 72.31 � |un�m��` 72014 Project �} Stnes, h�Pv wis Type t;�� -_.l t V� ddress: (A/1 -S Date called: I` ). 0 Spefial instructions: ct tr P noon Date wanted: . _ 2-2.g' Requester: / � c. �nhn \aIL1ah 'h • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspec r: INSPECTION RECORD Retain a copy with permit D Date: .r.} 0 PERMIT NO. (206)431 -3670 Corrections required prior to approval. $4REINSPECTION rE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: /�/ Type of I ction: 7 S 7 6 ` r.. � r 474 Date c I l e d: Special instructions: Date wanted 5 aa.m / L.4 e. 4 Si,h ..._ w w .4• r AC <,2! 7_14#1, ,-7,—, e -1 t.,� ei�",7�r � � 14)). • I I to ..... .A f •1' Pro ct: /�/ Type of I ction: 7 S 7 ddres� ' /©e, 3 53 ,, /r, Date c I l e d: Special instructions: Date wanted 5 aa.m Requeste / /7 J + C ?/( Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. Ng Corrections required prior to approval: El $47.00 REINSPECT I EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: City of Tukwila Fire Department Proj ect Name 77 rat 51/.4(=65 IN 6 / ol? Address i 0 8 1 44S l . . AA al C. Suite # __ Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature C INALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ' Y1.4 i. 1*;4 lgal. " *.ail `i '' 1 y '1S gi w -irte)i, 7a '. C':+ r } . 1 C R/4-C'5 Thomas P. Keefe, Fire Chief Permit. No. 1) O 1/2., Date John W. Rants, Mayor 9 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) .575-4439 .. . ENGIN BRED STORAGE PR DUCTS 1033 6th Ave. S. Ph. 2064824596 Seattle. Wa., 98134 FAX 206 - 682 -4995 BINW -2.wpa Tenant: Business Interiors Northwest Location: 10830 -10848 East Marginal Wav S. Tukwila, Wa. 98168 Notes 1. All rack manufactured to RMI and /or MHI standards and specifications. 2. Soil and slab per Ferguson Construction, (McKonkey Bldg. Project) . Soil: 2500 PSF. Slab: 5 -1/2" thk., 4000 PSI. Reinf.: 6" x 6 ", 10 ga. x 10 ga., centered vertically. 3. Racking configuration, certification and anchoring per Codispoti Consulting Co., Job # 98 -062 of 12- 15 -98. 4. Sprinkler system per WSRB Survey Report File #46 -4824 Sprinkler system design coverage: .39 GPM /5600 sq. ft. Heads: deg. 165 deg F. Procuct stored: Unencapsulated palletized and .unpalletized office furniture, some in cardboard cartons, some uncartoned. CO r I underst subject I..ians '.dopt Tr B Oat heck approvals are ions and approval of the violation of anv' c. R of con - lan acknowtedgou i '::rrolt No. ;- .... ... «.,«.• i;, "i'10���Ep 3 V.39 l •J`� CAVISION CITY OF DEC 2 8 1998 PERMIT CENTER Dq&oa3o AS t'f " t woo PARKING- at? Am. 111 ° _1UT,-.1 1 1111•?r11{ 91 El! :nt = Datc 1211117 Time: 13:44:23 c 5 I r 4- ' 2 4'r'tG..T.a.. . p I 1 1 •...a..L Or ^n..1 • i t t•...t.tw.rer.. "A .t I s ..a +..- f. .aw.. I HYDRA LLLI9 DESIGN . I I 'Neu 1 I I .TANCO WHSE.. ON -GRACE IWARE M 1 0U..SE I DOCk -NGN WHSE! 1 I I - - - - -- 1 I 0 SALES 1 Vacant' GuStolrl 1 JA/V O I NC. .TANGOING. r .• _ _ I 1 o t I ►.vr.w .s.N. — G� 1 1 1 I O FC. 1 — 1 1 I I I 1 oiC. 1 CC t _ 1 e Ipsai•.Ottaaa c s 10044_ A5 , l• &•ns.•• all s t = •-rsc2 uu LINO .8DJ •p• Pt Page 7 o11 EAST MARGINAL WAY ...II 11 1. 1 1 CROSS - SECT A -A' AS • From WAIL Baal. 0 - Or •TDRALLLIC DE514N 35 • 1 I PARKING RECEIVED CITY OF TUKWILA DEC 2 8 1998 PERMIT CENTER i 1 u. I trG. w.. 1- 4'11aW •1441 r _ w...tt wau la ma I seI. Vol sj AS 098 -0430 SW A' • i • .* Ode: 121M1fr Trrw:13:41:01 • ES" TEE WITH CAP ow WAIHNGTOt$ SURVEYING /ND RATING BUREAU 300 MARYET PLACE ONE 2001 WESTERN AVEIWIE SEATTLE. WASHINGTON 1.121 - 2190 CONFIOEtaT1AL For company aubacrIb.ra am MHz a.Itturletsi 44epo7a.a otay. Fl MA/ TFST: e I03'$ MA /NAL WA V ( 11 - 16 ' 121 Ps sr.ut:c 80 psr 12ESr/3uAL 6COO GPM FLOt.) 'Ai i s. I.31 " $TIFFENfRS 2 O C. ON Y At W bN�j P1LRLIN3 8' O.C. ON N1r.213w 11141_ wa. 1EAMS 20' O.L. ON Y•Y" IWP. MTL.00L5 AND 10*10 LAM. W. COLS. FORG LS. DAT INSILL. wiRED H1WN. PtL uP4S. MC Coi1I < EY G_DG I0830-4 E.M/+tiG /IY,s4L VI /A-Y S. KING- COLCNITY ERE. A10. 0 1. L 1 PILE NG. %482 5 - 23 - 10 -PM) 1 i 0 (;;TY Or T U ,'vILA APPROVED JAN 5 1 (339 nomMIIP OIM MIN I t t t 1 8 ( - c c� A A 1111 low( PL KW (Exts-T RJkcK) SCALE y = y' -O" FActt -t'r'y Locp - ctoN : 1 a s y g E. Mp►iko NAt. WA`/ S. IkAKWILR WA% 913\41A3 X50* --S 1 00 01 I00O 5 15'00 e 5 7-b ELEV. C•C 17 6" M1 F LULF x'1 SW. COLu FO0. TES SE% 9 ENGINEERED STORAGE PROD 750 7 loon. woo 500 5 5 pr_d. ELEV. C -C --koza 1Ttb" 6" MiN. FLL4.E SPACE SMES OF cotam. % FOR. Awc.N0C1 TES'C SPEC-. SEE CCC SOB #!c. 9 (0-04,2 ENGINEERED STORAGE PRODUCTS e i 04S SOIL S t-NC1 SEE 4e.v. /., NOTCS ELEV. E3- moo Name BUls1NESS 1NTER10RS u City 1.110\111,11. Drawn by ta. Checked by ■\N, FLUX SPACE TO W ALL State W A RECEIVED CITY OF TUKWILA DEC 2 8 1998 PERMIT CENTER lb'- ELE / . -o Drawing No. NW — 2 Data va..te„seriov. FEB -24 -00 10:53AM FROM - ENGINEERERED STORAGE PRODUCTS 411 February 8, 1999 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Don Robinson ENGINEERED STORAGE PRODUCTS 1033 6 Avenue South Seattle, Washington 98168 RE: Special Inspections Business Interiors Northwest 10838 E Marginal Way South Seattle, Washington Dear Mr. Robinson, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project The inspections were performed by our inspectors on January 11 and January 22, 1999. Copies of our inspector's field reports are.atached. To the best of our knowledge, the structural activities noted on our attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact. our office. Respectfully submitted, 1KRAZAN & ASSOCIATES, MC. W ErrsDA\3nt deP & ASSOCIATES, INC, RECEIVED FEB 1 81999 ESQ' William B. Throne Dean Alexander Project Manager Principal Engineer Pacific Northwest Division RPE No. 30508 Offices Serving The Western United States 205 682 - 4995 1-106 P.02/04 F -945 KA No. 066-99008 Permit No. 98062 2541E • 74th Avenue South • Kern, Washington 98032e (800) 500.4039 • (253) 154.1330 • Fa: (253) 154.1757 • • . 'd ENGIN1RERED STORAGE PRODUCTS 1033 6th Ave. S. `....'' � 3 Ph. 206 - 6624586 Seattle. Wa.. 98134 Date: 1/20/99 To: Bob Benedicto Company: Tukwila Bldg. Dept. 6300 Southcenter Blvd,, Suite 100 Tukwila, Wa. 98188 • FAXCOVER Number of pages including Dover 3 Acknowledgment of receipt requested' •Reference: Racking Permit.# D98- +0430 dtd. 1 -7 -99. Bob, Per our telecom of this AM, attached please find a copy of Codispoti Consulting Co. memo relative to anchoring single run racking to increase from 2 ea. anchors per upright to 4 ea. anchors per upright. Also, attached please find copy of special inspection report by Krazan & Assoc. relative to the back -back racking, which passed the pull test, 100 %. 1f you have any questions, please call. our prompt and courteous attention! FAX 206-682-4995 RECEIVED. FAX 206.4314665 Phone 206. 431 -3676, A N 2 0 1999 DEV LOPM NT • Yes X No aid J. R • • inson Tuk- 1381.wpa Norma erns net 15 days with approved credit. Materials quoted FOB ESP, Seattle, unless otherwise specified. Mnimum order, 550.00. A 25% restocking charge a assesed for stun d normally stocked materials. Special order product is non- retumable. Ouotatien valid for 30 days. • 566PZ8990Z1 dS3 HOa. WV0lr11 6661 -0Z -1 van—A.-7== 1L :.otr nMMA.M 1 a rcaays... ar, ca A ratan ;ociat•s, Inc. Cf »T(CIINICA( EAR:INf1RINC • EN•IQI•••FPItAI ENt:IN111M: Co sTRUl'IIUN Tl SVIN(. AND IN PIf. TI()N DATE • _ t�� 99 PROJECT l: 034 5 I • r5 el PROJECT: AC JP. Za Iri e>t`S lwlat PRE5ENTATSITE: ere Q e ✓ LOCATION: 1155%3R E. in enz L Lio 5_ COPIESTO: ARRAN PROJECT MMIAGER , Lt! B 7` WEATHER: (1) x1Y des US t L a 4 C fClett, y Jz_ 4,vd 1t ae4s fr r citco'c'te 41 krs , ckte_ t- t`tc-rA ILJ ft _ 4' s tfrt 24 3ev, fir` ;.vim s _ Tb #a( e . !g Ari telECIL ' L A,5Z) m s4Z( To -k br_s 4-- .oF- 4231 Foster Ave. Bake s1410, C4 93308 (805) 633 -2200 254 74th Ave. S Kent, WA 98032 (253) 854-1330 • To the best of my Imo*Isdge, the above WAS 1 WAS NOT performed in accordance wlth the soprov Sup.AreendenVRepfesantadve: Tectmician• 21.5 W� via, Ca 936 (209) 348-2200 clla^nuw C =►7 aaat 10=1 r . vC oSA FIAa+AG OSNPO No PrIftit OP/wort #1 San Jose, CA 95712 (408) 271 -2200 TEMP: ,S s, specific regulatory requirements 123 CommerCe Circle Sacramento, CA 958 (al b) 564.2200 "d S66VZ8990Z L dS3 WOiad WV L L' t L 666 L — l 'd 0 CODISPOTI COMPANY : CONSULTING Attn.: Don Robinson Engineered Storage Products 1033 6" Avenue South Seattle, WA 98134 RE: Business Interiors Northwest 10838 E. Marginal Way S., Seattle CCC Job #98.062 As requested. the following is revised anchorage specifications for the above referenced project. See also (for the above referenced project): Structural Calculations - Storage Rack Anchorage, dated December 1 5, 1998, pages ow through seven,. R4viped anchorage roquiretnems for Rack "A" Two properly installed anchors shall occur at each base plate/upright. Install an additional anchor at each base plate/upright to the SW' concrete slab.per one of the following two alternatives: Usg: V2 diameter Rawl - Stud anchor with 4" embedment into the concrete slab OR sr: ¶4" diameter Hilti KB carbon steel anchor with 3' 4" to 4" embedment into the concrete slab Install additional anchors at one third (33%) of the base plates/upright locations and pull test to 1500 ooundsoer pair of anchors. Hold 1500th lead for 90 seconds (minimum). Should all anchors remain intact conclude testing and complete double anchor installation. Should 90% to 99% of the anchor pairs pass the above pull test, install the balance of' additional expansion anchors. For concurrence, pull test half of these anchor pairs (an additional 33% of the total number of rack "A" anchors) par the above. Should less than 90% of the tested anchor pairs pus the pull test, halt testing. Epoxy anchors shall be used in place of the specified expansion anchors. Contact the engineer for epoxy anchor specifications. Additionally, failed anchors shall be replaced with 'A" diameter epoxy anchors, Installation specifications shall be determined based upon mode of failure. I trust the above outlined revised specifications will allow you to proceed with this project. Please call if you have any questions regarding the above. Respectfully Submitted, Mark A. Codispoti, P,E. January 18, 1999 P0. SOX 2465 • KIRKI.AND, WASHINGTON 98083 -2455 • .PHONE: (425) 822 -9709 • FAX: (425) e22 -1742 , 966PZ8990Z1 dS3 1410tlJ WWII 6661 -0Z —t 'd December 15, 1998 ENGINEERED STORAGE PRODUCTS Attn.: Don Robinson 1033 6th Avenue South Seattle, WA 98134 RE: Business Interiors Northwest . 10838 E. Marginal Way S., Seattle Storage Rack Anchorage Dear Mr. Don Robinson: As requested, I have completed and attached three•sets of storage rack anchorage design ' calculations for the above referenced project. • • As reviewed, the on the single run racks (Rack "A" per the calculations) are in conformance with'the ICBO report allowable loads for special inspection. The anchors for these racks are installed and need to be tension tested for approval of installation. Pull test the single run Rack "A" anchors per the following; • Pull test half (50 %) of the anchors on the "single run" racks (rack "A ") to 1500# per anchor. Should all anchors remain intact, conclude test. • • Should 90% to 99% pass, pull test balance of anchors for concurrence:. Replace any failed anchors with Y2" diameter epoxy anchors. Installation .specifications shall be determined based upon mode of failure. The back - -back rack anchors (Rack `B "•per the calculations) are in conformance with the ICBO report allowable loads with no special inspection. The anchors for these racks are also installed making the embedment depth •indeterminable. To assure proper installation, pull test.. the back -to -back Rack `B" anchors per the following: Pull test 5% minimum of the anchors (approximately 15 01250 installed anchors) to 300# per anchor. Should all anchors remain intact, conclude test. • Should 90% to 99% pass, pull test' an additional 15% for concurrence.' Conclude test if a 95% or greater pass rate continues. Should less than 90% (of the original 5% tested) pass, an engineering review of the pull test data shall be conducted and a re- design of the base plate anchorage shall be required. T trust the enclosed will suffice for review approval:, Please Call if you have any questions. Sincer- ly, RECEIVED CITY OF TUKWILA Mark A. Codispoti, P.E. . enclosures DEC 2 8 1998 PERMIT CENTER P.O. BOX 2455 • KIRKLAND, WASHINGTON 98083 - 2455 • • PHONE: (425) 822 -9709 • FAX:'(425) 822 -9742 • S66PZ8990Z1 dS3 WOeI.d HdS1P 8661 -£ Z -Z1 • STRUCTURAL CALCULATION S INDEX DESCRIPTION Rack Design Criteria Rack Configurations: Dimension & Loading Criteria Rack Overturning Calculations Anchor Bolt Design Review Base Plate Design.Review These calculations have been prepared to conform with the design requirements of the 1997 Uniform Building Code (Chapter 22, Division X) for seismic anchorage only, No other aspect of this design has been reviewed by this office and no opinion is implied or expressed regarding the fitness of the rack design beyond the scope of these calculations. -`° CODISPOTI COMPANY C O N S U L T I N G for BUSINESS INTERIORS NORTHWEST 10838 E. Marginal Way S. Seattle, WA 98168 Storage Rack Anchorage (for seismic loading only) Prepared for: Engineered Storage Products CCC JOB NUMBER 98 -062 December 15,:-1998 • 26468 L,i •. tSTEe.y `� °fir: +�iL �..• W.. EXPIRES 8 -23-yq .;.; RECEIVED- . CITY OF TUKWILA DEC 2 81998 P.O. BOX 2455 • KIRKLAND, WASHINGTON 98083 -2455 • PHONE: (425) 822 -9709 • FAX: (425) 822 -9742 CODISPOTI COMPANY CONSULTING Post Office Box 2455 Kirkland, WA G8O83 -2455 FEN: (425) 822 -11O FAX: (425) 822 -6742 RACK SHELF ANCHORAGE JOB BUSINESS INTERIORS NW RACKS .JOB NO q8 - 062 SHEET NO / OF 7 BY MAC DATE /Z/ / 3/ f g CHECKED DATE SCOPE: Design seismic overturning (uplift) and shear anchorage requirements for critical case loading for two (2) different pallet rack configurations. Review design of existing installed base plates and anchors. Refer to the following sheets for the rack dimensions and user defined design loading requirements. CODES: 1997 Uniform Building Code including Chapter 22, Division X Sections 2222 - 2229, "Design Standard for Steel Storage Racks." LOADS: Vertical Loading: Maximum shelf Toads as shown on the sketches on the following sheets per Engineered Storage Products. Maximum Toad to be posted per 1997 UBC 2222.5, paragraph 2 Assume a rack self weight of fifty pounds (50 #) at each shelf level. Horizontal Loading: (Per UBC 1630.2.1) Seismic loading: Zone 3 (Z =0.3); For S or SE: C a = 0.36; 1 =1.0; R =4.4 V = (2.5C / R) W = [(2.5) (0.36) (1.0) / 4.41 W = (0.205) W (ultimate strength) _ (0.146) W (working stress) where W is the user defined design load plus rack self weight. DESIGN PROCEDURE AND ASSUMPTIONS: Transverse direction loading governs by inspection. Redistribute seismic load vertically per UBC 2228.5.2. Design for a (1.5) factor of safety for overturning: Total Design Resisting Moment = (1.5) O.T.M. To calculate overturning moments, shelf weights are assumed to act at (1.15) times the height of shelf's center of gravity (Sec. 2228.6). Loading Cases: Check overturning for condition with all shelves fully loaded. Incrementally remove the live Toad at lowest loaded shelf to determine maximum combination of design uplift and shear forces on the rack anchor. CODISPOTI COMPANY CONSULTING Post Office Box 2455 Kirkland, WA 68083 -2455 Phone: (206) 488 -6006 3-SHELF RACK "A" 0 1 000# 1000# 1 3'114" c/c 42" Frame 4 -51-1ELF BACK -TO -BACK RACK J U i0 0 r 0 0 CO 0 150# 150# 1000* 1000# 1000* 1000* I500a 1500# J ,I 1 4 h1 c/c at q6" total (2) 42" Frames w/ 8" rigid spacers 0 ,JOB BUSINESS INTERIORS NW RACKS JOB NO 98 -062 SHEET NO 2 OF 7 BY MAC DATE 12/13/18 CHECKED DATE 1 II 0 iV LEVEL LEVEL LOAD Off/x-49 LEVEL HEIGHT (1-lx-Ft) Wx Hx (Ft - #) Fx ( #) O.T.M. (Ft - #) 3 e 1050.0 16.0 16,800 212.8 3,915 2 1050.0 13.0 13,650 172.9 2,585 1 1550.0 7.5 11,625 147.2 1,270 42,075 532.9 7,770 LEVEL LEVEL LOAD (Wx • 0) LEVEL HEIGHT (Hx • Ft) Wx Hx (FI• Fx ( (1T.M. (Ft•O) 3 1050.0 16.0 16,100 171.1 3,148 2 1050.0 13.0 13,650 139.0 2,071 1 50.0 7.5 375 3.8 33 30,825 313.9 5,259 LEVEL LEVEL LOAD (Wx • 0) LEVEL HEIGHT (Hx • FI) Wx Hx (Ft Fx ( O,T.M. (Ft 3 1050.0 16.0 16,800 151.2 2,912 2 50.0 13.0 650 6.1 92 1 50.0 7.5 375 3.5 30 17,125 167.9 3,034 CODISPOTI COMPANY CONSULTING Post Office Box 2455 Kirkland, WA g8O83 -2455 FON: (425) 822 -g7Oci FAX: (425) 822 -8142 RACK OVERTURNING CALCULATIONS LOAD CASE #1 Total Base Shear = 533 # Base Dimension (ft) = 3.10 Required resisting moment Actual resisting moment Resisting moment required Uplift force, each Ieg = 965 # Shear force, each Ieg = 133 # LOAD CASE 02 Total Base Shear • 314 1 Base Dimension (ft) • 3.10 Required resisting moment • 7888 Ft -1 Actual resisting moment • 3337 rt -1 Resisting moment required from anchorage 4551 tight' form. each lap - 733 s Shear Iorce, each leg . 78 e = 11655 Ft -# = 5665 Ft -# from anchorage = 5989 Ft -# Ft -1 LOAD CASE *3 Total Baas Shear • 168 4 Baas Dimension (ft) • 3.10 ( jos BUSINESS INTERIORS NW RACKS JOB NO IS -062 SHEET NO 3 OF 7 BY MAC DATE / / CHECKED DATE Required resisting moment • 4551 rt -4 Actual resisting moment • 1715 re-1 Resisting moment required from anchorage - 2766 Ft -1 Uplltt form, sash leg - N5 • Shear lore, each leg . 42 LEVEL LEVEL LOAD Oft-1Q LEVEL HEIGHT (Hx - Ft) Wx Hx (Ft4) Fx (9) O.T.M. (Ft4) 4 1600.0 17.5 21,000 352.4 7,092 3 2100.0 14.0 29,400 370.0 5,957 2 2100.0 11.5 24,150 303.9 4,019 1 3100.0 7.0 21,700 273.1 2,191 103,250 1299.4 19,266 LEVEL LEVEL LOAD Oft-0) LEVEL HEIGHT (Hs- - Ft Wx Hx (4 Fx ( O.T.M. (F 4 1600.0 17.5 21,000 241.6 5,002 3 100.0 , 14.0 1,400 12.4 200 2 100.0 11.5 1,150 10.2 135 1 100.0 7.0. 700 6.2 50 31,250 277.4 5,317 LEVEL LEVEL LOAD 016.11 LEVEL HEK)HT (Hx - FQ MOH,' (1 Fx N) O.T.M. (Ft 4 1600.0 17.5 28,000 293.2 5,902 3 ' 2100.0 14.0 29,400 307.9 4,957 2 2100.0 11.5 24,150 252.9 3,345 1 100.0 7.0 700 7.3 59 62,250 161.4 14,263 LEVEL LEVEL LOAD (. LEVEL HEIGHT (Hz. FI . Wx Hx (Ft Fx ( O.T.M. 044) 4 1600.0 17.5 21,000 269.1 5,415 3 2100.0 14.0 29,400 282.5 4,549 2 100.0 11.5 1,150 11.1 146 1 100.0 7.0 700 6.7 54 59,250 569.4 10,164 LOAD CASE 01 Sag. CODISPOTI CO PANY CONSULTING Post Office Box 2455 Kirkland, WA 0 18083 -2455 FON: (425) 822 -g1Oq FAX: (425) 822 -g742 Total Sago Sb.ar - 1299 4 Dimension (ft) - 7.60 Required resisting moment - 28900 Ft -1 Actual resisting moment - 33839 Ft -, Resisting mom.nt.r.quired from ancboraq. ■ -4939 Ft -/ Uplift force, -each leg - -324.7 Shear force, each leg - 324.9 0 LOAD CASE 92 Total we Shear - 861 1 Sas* Dim.aaioa (ft) - 7.60 Required resisting moment - 21394 Ft -, Actual resisting moment - 22432 Ft -1 Resisting moment required from anchorage - -1038 rt -1 Uplift force, each leg - -65.3 1 Shear force, each leg - 215.4 1 LOAD CASE 03 LOAD CASE 04 jae BUSINESS INTERIORS NW RACKS q8 -0•2 4- of 7 BY MAC DATE i// 2/ JOB NO SHEET NO Total Same Sb.ar - 277 0 Bare Dimension (ft) ■ 7.60 CHECKED DATE Required resisting moment - 8081 Ft -1 Actual resisting moment - 7224 Ft - Aaaiatinq moment required from anchorage - 857 Ft -, Uplift force, each leg- 56.3 0 Shear force, each leg - 69.4 1 Total Sag. Shear - 569 1 Base Dimension (ft) - 7.60 Required resisting moment - 15247 rt - Actual r.aiating moment - 14626 Ft -1 Resisting moment required from anchorage - 411 rt - I Uplift force, each leg - 27.5 1 Shear force, each log - 142.4 CODISPOTI COMPANY CONSULTING Post Office Box 2455 Kirkland, INA 88083 -2455 FON: (425) 822 -g1Oq FAX: (425) 822-c1142 A N cho g G F PAS/ GN MAX Up l- /FT y SI rK a L64p/nv( C4s / pE • /G/" 7 T,, _ S /Abicf-hy v e re . / 8 25 jANuro& C 4 I U jv(7 y fitfv*r/ fl/V' /OA._. 51 /rSr rci 7 7 (In/ . 1/,11,vos # / 3 3 • /l6 S /8 jos EIUSINESS INTERIORS NW RACKS JOB N 98 -062 SHEET NO 5 Of 7 BY MAC. DATE /z//i/98 CHECKED DATE n , , , x / 3 3 4" / nrb 2He61€- //v s74 IA-deo h,vato 5 fo% APPI J.E.n PUS/6N (at P.. /N< ,v€p A// R-S - ON& to e..-ti HILr/ I‹cR I,Z / r ' w / 2 ¢ r' ot4,9) � iti aEA. AsSvme 1a - 25, o r / 7f TER po v4-7 C4e4 7 Fto f E2 l c c8o /2ero « 2 7 : �- _ Ssa t s /r , c5 s ?suc - /4 Dti w /o SPEUAz -. /rsPevno4 /100 t /23o ` //4.5- �, Wirt, S i� yE�-►- (NSPEu �/ • /� z /6/o F /8 4o 2000 f 100a psr CDA/G. = D -� 28 t O, o 77 = O, ? 1k.. /%v /o& / s/- s /Eci /N s 47 V/A A/''tf )/Z ful.. 7e sr 771 �o c�L.c wrN( . Pull test half (50%) of the anchors on the "single run" racks (rack "A ") to 1 per anchor. Should all anchors remain Intact, conclude test. Should 8096 to 9c196 pass, pull test balance of anchors for concurrence, Replace any failed anchors with 16" dlameter epoxy anchors. Installation specifications shall be determined based upon mode of failure. CODISPOTI COMPANY CONSULTING Post Office Box 2455 Kirkland, WA g8083 -2455 FON: (425) 822 -g FAX: (425) 822 -q 742 4/V tz-A 6 e /3Au� - rb - 04 u‹. MAX OCt c,J Ufa Fr" Pe/a- Gas 6 /14A -54 i k #-,Q- Pen. Cfrse fig /Ns) (,c.EP AN4 = QNE rt KB ri l z 1 ' 7 w/. 2f-`'6M,'") fi4r3ev t2E.Nr PER- s i r - 4 0 / P 7 e co. UN /ry oN : "JseP_vA -nfeLy ev,v M4-x Ra Poi'- resr S/ S6, 3 r6 s^ ( pts /6N p et-- fo(.wwlIG a� ( STA '6D Jos BUSINESS INTERIORS NW RACKS Jos No q8 -062 SHEET NO <O OF 7 BY MAC DATE / V / 3/7$ CHECKED = 5‘, 3 /41 0H o { - 32s - Aroo t io. /7d = a. �7/ /,o off. /8vS To S X /1A.4)C For Rack 13" anchors: Pull test 5% of the anchors (approximately 10 of 200 installed anchors) to 500# per anchor. Should all anchors remain intact, conclude test. Should q0% to 99% pass, pull test an additional 15% for concurrence. Conclude test if a 95% or greater pass rate continues. Should less than 10% (of the original 5% tested) pass, an engineering review of the pull test data shall be conducted and a re- design of the base plate anchorage shall be required. DATE ,'e s? ti 7eNS /a ..1, CODISPOTI CO uPANY CONSULTING Post Office Box 2455 Kirkland, WA 0 18083 -2455 FON: (425) 822 -g1Oq FAX: (425) 822 -g142 04SE p tE- -ry SE pr✓S C -a- /eAGf< PAO &b/vf /(Vv/Z- A71aN, 6 y /N s,et47o4) a He a< /5 & (26-S S LIIz.er 5 ENo iii U SASE (¢ u x 4" .. p ' 1 / 2- # l"4 Ay ItA v,v Pes /4/u Lo 6 M44 -I ,4pPI r /o/vA do mpnie Ss/ory 14 ,41) /D 5 -45 t /O V, t / 5 5 f/►9A k ) / p/smou15 AAx Go e k4ce 7Y F/cou &'i 5 / ii S*(-4 R PLUS 2 // GI1 -A1Iv 4-A-1L p/2 . ,4SSLirr 4s` Go AP P/ 16ur(0 (1 g'1171)," or ft- /4 11 4- ` ;k7, 5 / (r Z 1 ' (2) s 2,57 h-=- /' w /<6'IrM /G 6 M L1u --? (;•57 Fr2(0002C 3 . 2 /t- • iv ¢3 y ( ¢'>(t`, S/ f a) (0,'z ¢Q,�/s> Z J( 27 les) 7770 -q ' V A P Ep ( ILA . c, SE/s/LI � . o vC t-T v/L /v y 2 40 PS/ 2 JOS NO q8 - 062 SHEET NO 7 OF BY MAC DATE CHECKED DATE L Am BUSINESS INTERIORS NW RACKS /t- /N S7i-frvu --A 43D 7 / 7//3/ 9d �g Z S f' 2 s X330# l X /92 4 4(/ X 4-(z" , - /'T)r /( /Mom DES" /l N 1.71 /4'P s a 2$u February 16, 2000 Don J Robinson 1033 Sixth Ave S Seattle Wa 98134 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Status D98 -0430 10848 East Marginal Way S Dear Mr Robinson: In reviewing our current permit files, it appears that your permit for pull -test anchors on racking issued on January 7, 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by'such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, GD C?,et,0& Bill Rambo Permit Technician Xc: Permit File No, D98 -0430 Duane Griffin, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206.431.3665 ACTIVITY NUMBER: D98 -0430 DATE: 12 -23 -98 PROJECT NAME: BUSINESS INTERIORS NORTHWEST _EL._ Original Plan Submittal Response to.Incomplete.Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: BPg1g Division XL 'u.Iic Works TUES /THURS ROUTING: Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) CORRECTION DETERMINATION: Approved E \PR•ROUTE.DOC 6/98 \y PLAN REVIEW /ROUTING SLIP Permit C.&�ttl. Co 1J Fire Prevention St a 1 Z -3f Planning Division Permit Coordinator S DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete 0 Incomplete n Comments: DUE DATE: 12 -29 -98 Not Applicable n Please Route 0 No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 1 -26 -99 Approved ❑ Approved with Conditions Not Approved (attach comments) REVIEWERS INITIALS. DATE: DUE DATE: Approved with Conditions 0 Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: \. City of Tukwila Fire Department Fire Department Review Control # D98 -0430 . (510) Thomas P. Keefe, Fire Chief Re: Rack at Business Interiors Northwest - 10848 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 2. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 3. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 4. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204,1) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 - 4404 • Fax (206) 57$4439 John W. Rants, Mayor City of Tukwila Fire Department Page number 2 Thomas P. Keefe, Fire Chief 5. Depending on the classification of the commodity being stored and the size of the storage area, smoke vents and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. 6. Depending on the classification of the commodity being' stored and the storage height, in -rack sprinklers may be required per N.F.P.A. 231C. Contact the Tukwila Fire Prevention Bureau for further information. 7. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 8. High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor H Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206)575-4404 • Fax (206)575-4439 Page number Yours truly, a.� City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Phones (206) 575.4404 • Fele (206075443 . • ." • • : • : • ••. • • •••'. •• • "'" • ; • • '• • . • . • • ' • • • ''• • ••• • : • • • • •••••• .1,..6.I.1..?;:l.roi...1111:.:••••••■•Ati I k ' • • th.(40 And Display Ccrlificute REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 ENGINSP142RA 01/01/2000 EFFECTIVE DATE 12/01/1986 ENGINEERED STORAGE PRODUCTS CO • 1033 6TH AVE S SEATTLE WA 98134 Signaturd Issued y DEPARTMENT OF LABOR AND INDUSTRIES" . : .• • .• • *.s. Please Remove And Sign Identification Card Before Placing In Billfold . .