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Permit B93-0241 - DANIEL SMITH COMPANY - STORAGE RACKS
llL5n LT+ •CD. Wc. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACY. STORAGE PERMIT Permit No: B93 -0241 Type: 8 -RACK Category: Address: 18191 SEGALE PARK DR .B Location: Parcel #: 352304 -9119 Zoning: Contractor License No TENANT DANIEL SMITH CO. INC. 18191 SEGALE PARK DR B, TUKWILA, WA 98188 OWNER SEGALE MARIO A Pa BOX 88050, TUKWILA WA 98188 WILLIAM CAMPBELL Phone: 206 223 -9599 4130 FIRST AVENUE SOUTH,'`;SEATTL =E,WA 98134 * * * * ** * * *•k ** * ** *** * * * * * * *.k* 4,4r** **** * * * ** *'.***,* * * ** ** ** k *** * * * * * * * *k** CONTACT Status: ISSUED Issued: 07/28/1993 Expires: 01/24/1994 Permit Description:. INSTALLATION,e. Rack Storage D, totals 1,043 3,987 UBC E d i t:.1 on 1991 j on ;1 15, 000 00 Td't�e { . l P:er`mi t Fee 110;t. 52.° * * ** * * * €(kk'k'k * *4r * * ***k * * * * *><r* *d;:4e`)k 4*****'** s** 4, * * *' *•* ** *-k* ** *4' * * * * * *4 * ;*,+ * * *k* C.. Permit Center ,AUthorized Signature I hereby'erti,fy that I have read and` a'xamined `this'; ;permit arid :kn`ow' the same to be 'true ,and correct. All prov'isi'ons .of}'•,..1aw.° and ordinances governing ''th,is''`work wi''l,,l be complied / iith, wh:etther'sp�ecified herein or not. The granti ng s p',fy this, perm•i,t does not "' presume to give authority , to violate or cancel thet ='pr:ovisio,ps of "`zany other state or .local law's regulating construction di., the performance''o- f>>:wor,k.. I am authorized to .sign for and obtain this bui1.d hg permit. Signature: h�:� ;.•,; Print Name. trJe.eavr_ off_ This permit shall become null and void " "i "f the work is not commenced within 180 days: from the `date of ' i ssuance, or ;i f the work is suspended or . abandoned for a period of 180 days from the last inspection CITY OF TUKWILf_ Department of Co.., nunity Development - Permit Cent, . 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER oar. 1 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, PROJECT NAME SITE ADDRESS SUITE NO. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. 9EPARTMEt TE::I J BUILDING - initial review iFIRE O PLANNING UI.REMENI CONSULTANT: Date Sent - (p- 3013 ROUTED �MMENI Date Approved - 1 FIRE DEPT. LETTER DATED: INIT: INIT: ZONING: REFERENCE FILE NOS.: N/A INSPECTOR:. IBAR/LAND USE CONDITIONS? MINIMUM SETBACKS: N- s- O PUBLIC WORKS UTILITY PERMITS REQUIRED? (j Yes ( N INIT: PUBLIC WORKS LETTER DATED: 0 OTHER ,Z. BUILDING - final review INIT: 7 /`dict5 INIT: TYPE OF CONSTRUCTION: BUILDING OFFICIAL 711S/1y� REVIEW COMPLETED CERT. OF OCCUPANCY? (]Yes DNo UBC EDITION (year): AMOUNT OWING: 4 i t o . 5cD CONTACTED DATE NOTIFIED ¢ D-9 3 BY: (init.) .....af3 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDI13 PERMIT APPLICATION DESCRIPTION + BUILDING PERMIT.FEE' <' PLAN CHECK FEE >:r »`< BUILDING SURCHARGE OTHER: AMOUNT. :f RCPT: # . ';` :':DATE:: TOTAL'- SITE ADDRESS _ SUITE # /6/9( S E&A PlzK )oe b VALUE O CONSTRUCTION - $ 1/5, e)OD PROJECT NAME/TENANT MI-M t L So urt-t- Co .inJ c- ASSESSOR ACCOUNT # ✓.572.30 -L__-_,11_, (commercial) U Demolition (building) 0 Other TYPE OF 0 New Building • Addition • Tenant Improvement WORK: Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: ./ST/f- T7oA/ b/- S 7ak/ CTS R,44/Agr BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: elf. -77,1_06, 5q�5 p/:_- Azn 5r '2 5ir �iA WILL THERE BE A CHANGE IN USE? El No 0 Yes if Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: ,7/95/ Tenant Space: 38t88o Area of Construction: 3889 3 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 7 No 1g Yes IF YES, EXPLAIN: 5/1=z9&E of 5r114i-c.- .9,716ri/v75 ax. Fl../tmg7■fi/7t�'' x!/41720 ,9G 5 5/a1 ua/r #iN FG)0/00■li 5,7`446 - e 74,04,1E 3 /c. Cnf3/ - Nam / Sri. 00m644.5001--- /7761/&1-3" SlaRa) ten-#7A/ /Neko,t� tow- ,Mice (SrC h *2gQcwks �•�,rr ;1s -6"1"' M7� PROPERTY OWNER 54_61444... �ks/NeSS /7414.K (PHONE 5-�� -� 3 yd� ADDRESS Po 1-)-A-- 88o co — PHONE ,223.909 ZIP fQ /3e ZIP ��/.�9� CONTRACTOR - j��N1�•Z S'/�rT/� Co lNL ADDRESS !�./3D 1 Sr five'" so • .5 TlGL -' d✓/f WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP 1 HEREBY;.CERTIFY TWAT I ;HAVE`READ AND :EXAMINED THIS :APP:LICATION AND.IXN BE TRUE. AND: CORRECT, ; AND 1;AM`AUTf 4RIZED TO<APPLY F.OR THIS.P.ERMIT S, TURE /J BUILDING OWNER OR AUTHORIZED AGENT PRINT NAMES eyeet ADDRESS CONTACT PERSON O 2 DATE / a(( 8805-0 PHONE 575- 321o.d CITY/,ZIPer ;4v//11 PHONE 223- .s� 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 (o- 30— q3 DATE APPLICATION EXPIRES ( ,0-30 -613 o31,6/9i COMMERCIAL- SUBMITTAL CHECKLIST COMMERCIAL BUILDINGS/ADDITIONS Completed building permit application (one for leach structure) Number • • .... . • Two sots (2) of the following: . :'• - Specifications • . . —1 Structural calculations stamped by a Washington State license . . Soils roport stamped by a Washington State licensed engineer 1:11 Topographical survey : . • • • • . • . • .. Energy calculations stamped by a Washington State licenned.. engineer or architect •. • . • ElLegal description .. Working .draWings,:Starnpadby a Washington State licensed —7-!,•-architect,"whiCh include: • Site pion Architecturai drawings Structurai drawings Mechancai drawings Civii drawings Landscape . . .. ,, :plan .. , . ::• . . •.- . Completed -ulifY permit appiication (one for enbre project) ..Six (6) ets .ot�ivil drawings . .. . . • NOTE::Sedutilit),.potinit:application:and chookhst•for specifidutilio, ••—••• submit! roqulroments • . .„ RACK L1 1 Compietod buliding •Permit. appitcation Assessor Accounf,N.,. 1 1 Building .floor plan showing. COMMERCIAL TENANT . IMPROVEMENTS P, O: 1; . ; A Competed b :41ngp"ia;P • t I r ; ep00nt Nyn 4p tenant) (2). . . ‘. • Locaon o? tenant space proposed . . . on. '?"'!' or . . EX. • . . Tenant adjacent tan • square .••••:•."'''''. Iabelled Use 01 con‘4„,ctiort detaiis • eall••• :• • .1 . . . . .. . :::::•:tprePO • n attachmentfor fir • Structural • stamped •by : „ to be done (2 NOTE If any applicati�narycl pit/ . REROOF ••••:--- • . ::, • • ••• ilSting.:roefilyieferiaf.being:::reMoVe.cr an ff of thd ponnIt..„. . , ........................................................... .... 1 1 . , ..-.:•:Entire'SPaCe.:Where:racks Will be locBted Exit doors . . .....,.. . • . • .. . • .. Tenant:SpaiiefloOr:plariShOwing rack storage Iayout aislos and exlts NOTE Inc!udo .. . ditheinSiOn*.' of iaOks:(n.....O(911i,••idth and Iongth) aisles and Olt ways on plan • • : • • • . • • •••• • • •• • • • ... : ... Structural •-• ........„. . FiESIDENT1AL • • • • : NEW SINGLE.FAiAILY DWELLINGS/ADDITIONS.:;•;- Narradva •-aterial befng instailed c on and slgn El fete. , ••....... Dotalis antenna/satejljte dish and method of attachment Strucfuraj caicuiatons stamped by Washington State hcosed engineor may be roquired . . . . RESIDENTIAL REMODELS AIs�sbrA�c�untNurnI Two (2) sets 01 working drawings which nciu Site plan Fioor plan Root plan Buiiding elevations (all vie Structural framing .. . .... • •• • •• plans utihi for eactirs!NOturs apptica AssiisSor:ACCOUnt,'NUrnber..' ...Narrative describing OxiStipg:roof,:,mafenai.betng remove ;:rriaterial bairig " NOTE / aertifieiiii9i4jettori113001r0qPrOtlo:041ilsPeOthin and si off oI the parmit k** k* kk*• k** *. k. k****.***/ v*** h. kkk******• kk*** ******4k*******k* *4k*. * *•k*:... CITY or TUI(WI L A, .Wq TRANSMIT ** k** k*k+ h* k**,*.*. k *,k*** *k *kk *k *kk.k * *k * *kkk * * * *k * * * ”* * * ** **** * *** TRANSMIT. Number: '43001019 'Amq«nts .,110.52 07/2E3/93 16:23 Permit Nq «,83.3.0241 Type :' B -RAGI( RACK STORAGE PERMIT Par`Ce'l Na « 35230 1 -"4119 ' Oita `.gddre s« 1,13,191 9EGALE PARK DR. B Pa'ymerft Metihad:,'CMECK Ndtation: DANIEL SMITH INC Ir►it:. SL.L3 ***k** ** *k * * * * * *, ** * *** ** k*** k**k* kk** ****k* *kkk** *4.***•k** *** *k*. -' Hccaurit Code 000/322: ..100 0.00/1356 904 07/29/93 :.Description BUILDING - NONUES STATE- [BUILDING SURCHARGE. Total (This Paym.ert)« Total F;Ees« Total All Payrents« Balance: 110.52 11().52 .00 Paid 106.02 4.50 110.52 GENERA 106.02 GENERA 4.50 TOTAL 110.52 CHECK 110.52 CHANCE 0.00 2695A000 15 :22. CITY OF TUKWILA .;Address: 18191 SEGALE PARK DR Permit No: B93 -0241 DANIEL. SMITH CO. INC. Status: ISSUED Type: B -RACK Applied: 06/30/1993 Parcel #: 352304 -9119 Issued: 07/28/1993 * * * * * *** *** sic***** k********************.******.**** ** ** ** * * * * ****•k * * ** *** * *•k ** Permit Conditions: 1.'. No changes wi 11 be made Co tthe p•;1a unle"s.s approved by the Architect and the ' it .,a'�i"f` B1'd ns ing DiviO,or s , .. . All` permlts, ins ° cti�on rec.ordsi, an, ¢ approved s15��` s shall be maintained ava:i d �le at het 3pb site prior'to .the s` art of any :construcctt�a, . Tflese da:cu�nehts- are to L e maint'a,ne. • available un 1. f1. a`,.. (nspectio approval '1 #s gr sited;. ;,` . Al 1_ constO" ,9tior t s ;e done o1h confor?n lnc;e .w WI ppyr ove, pl'ans;ary recikt1reme;vts,v, the`'Uii1 form Bul id ,;ng . �d {1199 ,k« Editio r s amended by the,Wa .h1 gt.on State .Bu�i.lding' Code�,l 'Unifor ' echani41. tpode <<1 91 EditirtS�n), and Washingt,o Sta Energ od�g' (1991,4Secon 'Ition> , "' `)' ,'`'r� Val i. �i of Permit. Mlle issu ncpaa'of a permit. or. a''►�pr ovay1 0 p, s e iflc 'tions nd com jit`"atio,pss shall not bey cor1, str d to ib be a rpermWfo'r,,,�.o an approval of, any v.iolatAon . of` .,11 Orsor6 t1e rovi i`otns lif h 1s ca�d'e,'b i.Wof any other ` `- ord1hance of the jur,isdiMt'i�oi 1 r ,erm� t,. r'esumin o �five�$ 1�1(; � fP g � �� ority oh violate ; or, oa 1 therpr visions of this :cod be•iV41 i d F l »_. °f'.w. * City Tukwila FIRE DEPARTMENT 444 Andover Park East . Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0241 (510) John W. Rants, Mayor , July 28, 1993 Re: Daniel Smith Company, Inc. - 18191 Segale Park Drive B Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention. Bureau and are acceptable with the following concerns: 1. .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) 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) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. City oc Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 (UBC 3303(d)) John W. Rants, Mayor Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) '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) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 12.107(b)) 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 0 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 3 direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the.sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) 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)) Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention .Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) 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) Contact The Tukwila Fire Prevention Bureau to witness all reauired inspections and tests. (UFO 1n.5n3) (city City ofi Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 Ordinance #1646) John W. Rants, Mayor 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. 4. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.302) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 6. Emergency alarm signaling devices required as a result of hazardous materials storage, use and /or handling shall be tied into a fire alarm panel and monitored by a City approved U.L. central station. (City Ordinance #1646) 7. Material safety data sheets for all hazardous materials on the premise shall be readily available on site for emergency personnel. (UFC 80.106) Visible hazard identification signs shall be placed at entrances to locations where hazardous materials are stored, dispensed, used or handled in quantities City o Tukwila (FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 John W. Rants, Mayor requiring a permit. Individual containers, cartons or packages shall be conspicuously marked or labeled in accordance with nationally recognized standards. (UFC 80.107) "No Smoking" signs shall be conspicuously posted within and at all entrances to hazardous materials storage areas. Satisfactory provisions shall be made for containing or neutralizing spills or leakage of hazardous materials. (UFC 80.301(L)) 8. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) 9. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from .the street. Numbers shall contrast with their background. (UFC 10.301(a)) 10. Warehouses designed for high -piled stock shall establish and maintain aisleways of not less than 44 inches to provide access to all exits and fire department access doors. (UFC 81.108) 11. "NO SMOKING" areas shall be designated in warehouses, stores, industrial plants, institutions, schools, places of assembly or where combustible materials are stored or handled, when conditions are such as to make smoking a hazard. Please post the following area(s) with no smoking signs with lettering, size, and location to be clearly visible from adjacent areas. (UFC 11.502(a)) (throughout) City oc Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 6 John W. Rants, Mayor 12. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 11.404) 13. Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 14. The storage of idle (un -used) pallets is limited to six feet in height by the Uniform Fire Code. If storage quantity in excess of six feet in height is required, outdoor storage must be utilized. (UFC Standard 81 -1, 4 -4.1) 15. 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) High -piled combustible storage is combustible materials in closely packed piles more than 15 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 9.110) To use any building or portion thereof exceeding 2,500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 4.108(h3)) (received) 16. Final approval subject to verification of storage 'arrangements as noted on approved plans. 17. A permit is required to store or handle an aggregate quantity of Level 2 or Level 3 aerosol products in excess of 500 pounds net weight. (UFC Article 88) City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor •:18. .A permit is required for the use, storage,• handling -or' Sale of flammable or combustible liquids..(UFC Article. .79) 19.2 A permit is required to use any building or portion thereof exceeding 2500 square feet for high -piled .:combustible storage. (UFC Article 81) A permit application is enclosed for your 'convenience. Any overlooked hazardous condition and/or .violation of the adopted Fire or Building Codes does not ,rnply approval of such condition or, violation. This review limited to speculative tenant space special fire permits may be necessary depending description of intended use Yours truly, only - on detailed. e Tukwila Fire Prevention Bureau Mot4),;$4 -‘74''—giz144414vPw4wpf‘, FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor Control NJ?3--0,256/ Permit No. Project Name Ai Anez i co. Address //if /47 75/e M778 Suite # Retain current inspection schedule )( Needs shift inspection Approved without correction notice Approved with correction notice issued V Sprinklers: Fire Alarm: Hood & Duct: A/ Halon: At Monitor: 14/A511,61141AI Pre-Fire: Permits: 6/•72---. • Authorized Signature DCiale1/1 FINALAPP.FRM T.F.D. Form F. . 85 (.. INSPECTION RECORD ( a Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: v, _ l �,y�;� � ` Type of InspQc;tion; � Q Ih Address: ei. ' Data Called: Special Instructions; • " /e' bite ..) ��� Date Wanted: � " 9" 9,5 Go p.m: Requester: Phone No.: Approved per applicable codes. _ _ ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection... INSPECTION RECORD Retain a copy with permit 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 (206) 431 -3670. '114 : Y : �1isJ. �.,. �� 1 fl/ jlpe o nspectan p i_mi_ 44 u Date Called: ? -s - lddress: 13! 1 / t . Special Instructions: Date Wanted: ?' . _ f3 °� .m. Requester: Phone No.: (Approved per applicable codes, 0 Corrections required prior to approval. Q $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid 'at ,. 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection. Receipt No.: Dade INSPECTION RECORD Q B93- OoZ w Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • T'' (206) 431-3670 .. ❑ Approved per applicable codes. [- Corrections required prior to approval. COMMENTS: ' CC AN ( C•4G- A A 0.4 a tt. t I.* ,+q t.bD 1 Nsm- .c_.. j-'Arc !Lr �1 -i OPe42 - o s b:C rt H At•V [.d Iha "T,'t /CAcIc.S: 7. Ins Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at &300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept rlk rw. c.s....,..- Special nstructions: / --.,I: oaf ,.\ Date "ante. /�q `7 am. '.m. Requester: " j3( //, . w 3D-I?-' ' ❑ Approved per applicable codes. [- Corrections required prior to approval. COMMENTS: ' CC AN ( C•4G- A A 0.4 a tt. t I.* ,+q t.bD 1 Nsm- .c_.. j-'Arc !Lr �1 -i OPe42 - o s b:C rt H At•V [.d Iha "T,'t /CAcIc.S: 7. Ins Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at &300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept rlk rw. c.s....,..- RACK STORAGE [PI M EL SEOi■i" i} S. . UN EAR FEET . ' . F►ECt A1T Ste' :SALE aQJSIISIESS PA/=1I< June 114',1993 Mr. Bill Campbell DANIEL SMITH, INC. 4130 1st Avenue South Seattle, Washington 98134 Re: Segale Business park Building 771 Dear Bill: The following building specifications engineer for your rack design. 1. 2. 3. 4. 5 :. Floor slab Floor reinforcement Concrete Allowable soil bearing: Concrete slab live load If you need any additional information, Very truly yours, SEGALE BUSINESS PARK Steve Nelson. .su sbpltrs\can bell.ltr should be used by the 6" 6X6 6/6 WWM . =.2500 PSI 2500 PSF 400 PSF please call be at 5753200. RECEIVED CITY OF, TUKWILA. JUN 3 0 1993 PERMIT CENTER Rot BOX 88050 a :, TELEPHONE: (206) 575.3200 • . FAX: (206) 575 -3207. • TUKWILA, WASHINGTON 98138 477.46-4N STS c- l3Tk 6/93 4933¢ %O ? f p t1 R / ck.s o2 4 4 - I I.0(7 S Wi 11 4. IN T M p u.A_. , L i I str1 G 7067 (991 1.16 G STiQ� -/0, 05 � Sr) 4 27- it MA. V'& Vt& 15 92 tie . ,SvPP T P 2 Ait,acy' /4f U s t i Cc /4) . 4 C. -21 2w ► ...� ; o, 3 d (P4)) r i 0 ) a 772.AJ V. bete.- I3 :Gto AM-taxi La,v i)/ z n014 t 7 rigAvy! e$ Ain 10. (l.f-v Fate Rite %;)E-4-0 tz,40 7 � S✓L<RSS: .b'/4 J'R�c.1 Arlidelrc- '$' $ 1,vo/c,4-rC ' 7 P/ 61.42,4-7-19,/ (.Z Aitio 61) Aa s 7 G2 l't G� -2. (T 7( 4 1 z 8 S'd d/ l.(- vx- c..... i34-SC V P• D, 3i 1. r . (2,75 /6) x s-Y G, $ Sp z 0, 3 ; / - S . . 7 u S s M 'g,31 t 1,625 561s' R .. i,)2 k C R,kv R. - 2,131" UPll.r^T T 1,12. J,15- 2,13 v y 0,29 k' .M/1eZ fi r' Pc 3.25 k Co hi PI al t,I. RA-T to r-I (11:.. ) 2oati •1- 10,0 p RECEIVBD 1 *? CITY of TUKWILA 0 1993 ,�`��`+I�•RMIT. CENTER 2tAo�` @ Uttz,c. (1) l 0oo -}- o (, : e ( Itr L (2.) •h :st y. p,3gl.c. 6215f6,) K 2p c7,4• D S6,5 Ll ZWh . ?,lo G,3 + 1,10 x 112. fgn41-At (4 I 5rL t 6TIC C/93 934 `' = D,ZZ O.ZIZ Sets M b, 224 x 6 3 + b, 2�2� 11Z = a- V 23-�. 37s~ Seas g P .44-k..... ;..... CiR, 2 7 1 404' tits 0.22 1Lot. , 'Reif 1- 34'15S t 33rd" lxc.rr 8? " E-m .) pen urs..e . T,q_ ti, 525 1` SC6 a 46,27 VA. 7 o, 87514 W rbt a u- S P e .1 lam- t a P T A, \ ‘11.14, O. /0 + O. S "'. V, 3S' .(4 < /. 0 t116 1-347"0 3 ''j71." Lr,r iz3 T ( 3 "51)16.) p (Ash /i 33,11 1, 32,7 S " 11 64s6 V = 0. Veit (G.9•4 F, -..Z L • S4, bS 4 $a4c& P r 6.94 k 8na cc. Q 0.1679 ci: iwig r 0.382" /11.0 X1.1r. ....1,0.E s bs /41.4q a (5r : 43,35 Js,.' 1 a : ?, 59 ksn' p4 : 7.57. x o, 20 9 X 4/3 . 2,7/ Ic 0, 94 1r14x carte. Rw FE kr - Pc 3.25 k (co, i ) x 3 /a ux 1© GA kiog rl t t1I S7' 13rx G�93 933 4 3 UStt-i& ... Ecv-W6 �" (t4.•,--6 7z ' /4-12.00M) Goalittfl lip - . 3 x (6. S9 :I- 1.01 ) 0,44s x d , S'q X 2 y s 54S 1411 P. S14 k t3, Fp } p, 3 .Lv' , :..4/3. /, Do lest: ,±A-a` M = 4, SB (0,0)1/2 r. 0,073 k''f,, 617S Fy x 4 l3 - 36 gebe0 D, / l 13W pk 4 ,aeru4 -c t b. / 3 4 4" pLAr - ti ' ci nctel ,a-n ZA-1)l u.j r G /,33//1 1,33.1-f- iz) s's8. 3! 3,877 f L 50a.p 0,83? ks- iz a'k 4 &La wit. & ag3ic (12/1x,) (!V?-) s z CIz.)(6)2 / z /a ;443/, o, 670 L 7, s' 0, 9 24/ p -A. n k 1.1g1.7 Attip- to /I 7- Dee (' . /p/L Et 1 m ...� /4i.r Art y J 7)44 CM.) (.1J[) ,4gce. /to 3 T C/z r Iskse Oil lin 2.7 /x) 3.2 V: O,/45' ... o. 085" C�. ov 08P* CoNP /G l) kr o NOR MegAl Seert. • ISM 03_ •cp3 4 4 FaELtrvi 4.7.14...c.„(4s(s, Ies -TA,41-- • Di) k du) AR& 44,As-r de tit cA.L. • 411 Sf..)1,0 Moo* i004:1 + 1G &arse V 2. 0, 3.0 ( 2,75/0 !I:. D, rfi e V o11(S c001., 0,66S k 6, A' "614 k 0,080 -7' 1.8114 w 49- 3,1s* 45,zsu 1;:l 4r -eN k .18 0. 63 ?. S. = • Levc-c. 6) gelk"s Ale& ot:osr cietri CAC. .,ro .24? 131../.4q Sx . P180 A.K3 sTo 41640 S6-1.f r. s-,5s k 1J410,16. A- 15 */ pkvi-ty F» 6e4vliy 10,10.1 g.it: 14 b,15"(a.16/2,)YllVA)*v -S:14 k,1 ei* 4 14 A M; . bd. 1 ;4%4 0, Fy 30 > 5 84) 3 1.. 6.61‘. Pi 37 k.vt000 k > NoRrk i/ Sree . eve /q 3 ( q334- 1 Sx:: !,?1? ►w TX 3. 545 u Sr o wd.t.9 S' s NiA 12,04- Ps, Eccl A to j, C%4 -A V L r'( LoAos .7 ' .. w' 0.20 (246/0 /0 C 120) . s • a,6-516 er < MA% 12,0416 o, 8 S (2, La /x•) x tip b _ 13,31'k -1;2x. z l o , 31 bk. . 4 • Plp w 3o W.4: Li S (,2,1012,) 612.0)3. d, 8 tor 3gt.t. x 2q,o©e) • 3,545 4 Lf Z5 o, 090 " 1. 0 Co L a M4 S tit US6 P sK o,FsVz r 2,I3 k C ) , 3,96 14 5,: .rbk 2/, 9S• deC/r) /o Cs9 ; Zr) 63,3 64c /r }Y z ho (.47) o, 4t B S S;9 ,.lr, f QF,j 5 k4ez F /9,63 k41., Note rH-N , 77C 4%y 3 ;, > : ' 9 334 SEG' o�i i�opT des .- l3�.S At" _L ZS EoCtifrt -q A,2377 +w3 LN 331 6 LP-S31 & .LN $4I 3 1-1 1157 P to 2438 373. o 2,252 3.s; 45 1,4075 D.8104 0.511.1.5' 0,9'752 &8o 5.2 0 $. 4-q, 12.0+ S 5s' 571) 2- .PIN Q 2A G karr .561,5 13 The basic Borroughs philosophy of flexibility and adjustability has resulted in a system of posts, beams, and accessories to fill most hand - loaded storage applications. The posts are designed to be uni- rsal, no lefts, no rights, and to allow beam placement on 1%" centers. The beams, with their patented attachment tabs are also uni- versal. Each beam will work in any position, front, back, or either side. They snap into place securely with just a tap of a rubber mal- let. They can be easily repositioned by taping the beam out of the slots and reinstalling in the desired location. For a semi- permanent installation, each beam has two locking tabs, which can be engaged with just a screwdriver, and which prevent accidental dislodging of the beams. The beams range in size from 12" to 97" which means that it is theoretically possible to build units ranging in size from one ft, square to 8 ft. square, or almost any size in between with- out cutting, without nuts and bolts. Depending on the product to be stored, the posts and beams alone may suffice, or a wide range of decking materials may be utilized. Probably the most common materials would be plywood or particle board, but where either usage or codes dictate, formed steel decking panels are available. Should increased capacity be required, the addition of one or more tie channels will, depending on the length of the beam, increase the capacity of a pair of beams by up to 70%. (see Capacity Charts for additional information.) When constructing rows of Lock —Span and spacing is required be- tween a row and the wall or between rows, (such as when building tire racks) there are wall ties, back spacer ties, and aisle ties to do the job. The following section on Components and Specifications covers all types and sizes of posts, beams and accessories. oov We II. LOCK-�SPAN o COMPONENTS s & SPECIFICATIONS POSTS 16 ga. cold rolled steel. Each flange is 21/2" wide and roll formed to provide maximum strength as well as protecting beam connect- ions from damage or accidental dislodging. Available in heights of 3'0 ", 7'3 ", 8'3 ", 10'3 ", 12'3 ", and 15'3 ". EAMS Lock —Span beams are available in two configurations, channel and step formation. E,,ch features the patented formed tabs for easy attachment to the posts, In addition, each has the unique locking tab for semi - permanent installation. All beams may be used alone, or in conjunction with decking materials such as ply- wood, particle board, or Lock —Span Steel Decking Panels. When using a decking material, all beams at the same level within the unit should be of the same configuration. (i.e. all channel or all step type). All beams are universal in that they may be used in either the front to back or left to right position. Cataloged length is the outside dimension of the unit. 49" and 97" beams allow the use of full or half sheets of 4' X 8' plywood without trim- ming. TYPE II BEAMS 14 ga. cold rolled steel channel 2 %" high with two 1" flanges. Most economical type of bcam, yet supports substantial loads (see Capacities Section for additional Information). Available in lengths of 12 ", 18 ", 25 ", 30 ", 36 ", 49 ", 60 ", 72 ", and 97 ". TYPE III BEAMS 14 ga. cold rolled steel channel 2%" high with two 1" flanges. The top flange is lowered 3h" from the top to accept decking material in a recessed position. Load carrying capacity is slightly greater than Type I I Beams (see Capacities Section for additional information). Available in lengths of 25 ", 36 ", 49 ", 60 ", 72 ", and 97 ", TYPE IV BEAMS 11 ga. cold rolled steel channel 2'b" high with two 1" flanges. Designed for greatest load bearing capacity of any Lock —Span beam (see Capacities Section for additional information). Avail- able in 97" length only. F <,.;) BEAM SELECTION Er ART When the weight of the Items to be stored Is known, the following charts tell which sizes and types of beams (and tie channels) can be used, Sizes designated "N.A." are not recommended for those loads. For impact or concentrated loads, deduct 50% from maximum evenly distrib• uted loads. LOCK —SPAN BEAMS ONLY —NO TIE CHANNELS MAXIMUM LOAD /PAIR (EVENLY DISTRIBUTED) TYPE II BEAMS TYPE III BEAMS TYPE IV 12" 18" 25" 30" 36" 49" 60" 72" 97" 25" 36" 49" 60" 72" 97" 97" 1000 x x x x x x x N R. N.R. x x x x x N.R. x 1200 x x x x x x x x x x x x 1400 x x x x x x x 1450 x x x x 1250 1600 x x x x x x 1500 x x x 1800 x x x x x x x x x 2000 x x x x x x 1850 x x 2200 x x x x x x x x 2400 x x x x x 2350 x 2300 2600 x x x x x x 2800 2750 x x x 2750 x 3000 2900 x x 2750 3200 x 3100 3400 3350 LOCK —SPAN BEAMS WITH ONE TIE CHANNEL MAXIMUM LOAD /PAIR (EVENLY DISTRIBUTED) TYPE I1 BEAMS TYPE III BEAMS TYPE IV 12" 18" 25" 30" 36" 49" 60" 72" 97x' 25" 36" 49" 60" 72" 97" 97" 1000 x x x N,R. k' "' x x x x 1200 x x x 1100 x x x x 1400 x x x x x x 1600 x x x x x 1800 x x x x x 2000 x 1900 x x x 2200 x x x 2400 x x 2600 x x 2800 x 3000. 2900 3200 3400 LOCK —SPAN BEAMS WITH THREE TIE CHANNELS MAXIMUM LOAD /PAIR (EVENLY DISTRIBUTED TYPE 11 BEAMS TYPE III BEAMS TYPE IV 12" 18" 25" 30" 36" 49" 60" 72" 97" 25" 36" 49" 60" 72" 97" 97" 1000 x 11 x x x x x x x 1200 x x x x x x 1100 x 1400 x x. x x x x x 1600 x x x x x x x 1650 1800 x x x x x x 2000 1900 1850 x x x x„* ';:' 2200 x x x 2400 x x 2300 2600 x x 2800 3000 x 3200 3150 3400 6 •r'•Com p onesis UPRIGHT ANGLE 1 tt /:6" x 2'/4 ", 14 gauge, punched on 11/2" centers for shelf adjustment. Stock No. Height 3 UR 36' 6 UR 72" 7 UR 84" 8 UR 96' IO UR 120" 12 UR 144" 15 UR 180' Weight 3.0 6.0 8.0 10.0 120 15.0 LEFT TO RICHT BEAMS * 2 "/16" height, 14 gauge. Use as left to right shelf supports and for structural integrity. Stock No. Length Weight 2 LR 24" 20 3LR 36" • 3.0 35 LR 42" 35 4 LR 48" ... • 4.0 5 LR 60' 5.0 5.75 LR 69' 5.7 GLR 72" 6.0 7 LR 84" 70 8 LR 96" 8.0 LEFT TO RIGHT SINGLE RIVET BEAMS 646" height, 14 gauge. Use as left to right shelf supports. Stock No. . Length 3 LRSR 36" 35 LRSR 42" 4 LRSR 48" Weight 1.7 1.9 22 LEFT TO RIGHT CHANNEL BEAMS * 21/4" height,14 gauge. Use as left to right shelf supports. Provides greater capacity than LR beams. Stock No. Length Weight 4 CLR 48" 5.2 5 CLR 60" 65 6 CLR 72" 78 7CLR 84 9.1 8 CLR 96" 10.4 TIE PLATE To connect side by side units ensuring row alignment and structural integrity. Stock No. Weight RIV - TP .2 FOOT PLATES Use to secure uprights to floor. (Requires hardware). Stock No. • FPSR SINGLE RIGHT FPSL SINGLE LEFT Weight Fi( IT TO BACK BEAMS 211116 ' height, /4 gauge. Use as front to back shelf supports and for stuctural integrity. Stock No. Length FB12 12' F8 IS 15" F816 18" F8 24 24' F8 30 , 30' FB 32 32" FB 36 36' F8 42 42" F8 48 48" F8 60 60" Weight 1.0 1.2 1.5 20 26 28 3.0 3.5 4.0 5.0 FRONT TO BACK SINGLE RIVET BEAM 15/6" height, 14 gauge. Use as front to back shelf supports with left to right single rivet shelf supports. Stock No. Length Weight FBSR 12 12" .6 FBSR 18 18" .8 FBSR 24 24" 1.0 FBSR 30 30" 1.4 FBSR 36 36" 1.7 FBSR 42 42' 1.9 FBSR48 48" 22 SHELF TIE SUPPORT * 2'/2" height, l4 gouge. Shelf deck support. Connects between LR's to stabilize beams and support decking. Stock No Length Weight STS 12 12" 1.4 STS 18 18" 1.9 STS 24 24' 21 STS 30 30" 3.3 STS 32 32' 3.6 STS 36 36" 39 STS 42 42" 4.2 STS 48 48" 4.8 LEFT TO RICHT CHANNEL BEAMS * HEAVY DUTY 3" height, 1l gauge. Use as left to right shelf supports. Provides greater capacity than 14 gauge CLR beams. Stock No, Length Weight 6CLRHD 72" 11.5 7CLRHD 84" 131 8CLRHD 96" 15.0 * Note ; LR, CLR, and CLRHD beams 48" and longer are riveted for boltless STS connection. Beams 48" - 60 ; allow for one support. Beams 69" - 96; allow for up to three supports. © Copyright 1990 Rapid Rack Industries, Inc. DANIEL SMITH P.Q. Box 84268 Seattle, WA 98124.5568 206-223-9599 Fax: 1. 800 - 238 -4065 Order Desk: 1.800-426-6740 Cust. Service: 1. 800.426.7923 Telex: 152188 'DANIEL SMITH' From /T 1,7r-) Date Ta r r hers Attention "; r�./ (/ (i4:4-' : 70 C/a -1 , ,)C SS/eL Number of pages including cover _. Phone or fax if all pages are not received. 88.203.8, 88.203 -C 1991 UNIFORM FIRE CODE TABLE NO.88.203•B— •SEGREGATED LEVEL 2 AND LEVEL 3 AEROSOL PRODUCT STORAGE GENERAL- PURPOSE WAREHOUSES AND STORAGE ROOMS MAXIMUM STORAGE AREA, SPRINKLER SYSTEM AND STORAGE ARRANGEMENT STORAGE CONDITION MAXIMUM AGGREGATE STORAGE AREA SPRINKLER SYSTEM AND STORAGE ARRANGEMENT Chain link fence enclosure 10 percent of building area and not more than basic allowable building area 1.2.3 I- hour -rated occupancy separation 10 percent of building area and not more than basic allowable building area t 2- hour -rated occupancy separation 20 percent of building area and not more than double basic allowable building area 1 Automatic fire sprinkler system protection shall be provided in aerosol product storage areas in accordance with Tables Nos. 88.301 -A through 88.301 -F. Automatic fire sprinkler system protection shall be provided in building areas not used for aerosol product storage in accordance with the Building Code and Article 81 as applicable. 2The portion of the automatic fire sprinkler system at ceiling level shall be designed for aero- sol storage 20 feet beyond aerosol storage area. 3Chain link fence enclosures shall be In accordance with the following: A. The fence shall not be less than 9 gauge steel wire woven into a maximum 2 -inch diamond mesh. B. The fence shall be Installed from the floor to the underside of the roof or ceiling above.. C. Class IV or V commodity storage shall not be located within 8 feet from the fence. D. Access openings in the fence shall be provided with either self-closing or automatic closing devices as set forth in the Building Code, or a labyrinth opening arrangement which will prevent aerosol containers from rocketing through such openings. E. Not less than two exits shall be provided from the fenced enclosure. TABLE NO. 88.203-C---SEGREGATED LEVEL 2 AND LEVEL 3 AEROSOL PRODUCT STORAGE GENERAL- PURPOSE WAREHOUSES AND STORAGE ROOMS AISLE WIDTHS AND DISTANCE TO AISLES STORAGE CONDITION MINIMUM AISLE WIDTH MAXIMUM DISTANCE FROM STORAGE TO AISLE (FN1) Solid pile or palletized' 4 feet between piles 20 Racks with 4 feet between racks and adjacent 20 ESFR sprinklers2 Level 2 or 3 aerosol product storage Racks without 8 feet between racks and adjacent 20 ESFR sprinklers3 Level 2 or 3 aerosol product storage 'See. Tables Nos. 88.301 -A and 88.301 -13. 2See Tables Nos, 88.301 -C and 88.301 -D. 3See Tables Nos. 88.301 -E and 88,301 -F. 444 Product Legend Descriptions ITEM # 2 - 'PLASTIC CONTAINERS' Description Material Qty. Stored Monthley Group Class Bulk Level Art Bin Box Plastic . 32 A 4 Mlddle Art Bin Box Plastic 48 A 4 Bottom Pencil Box Plastic 20 A 4 . Top Pencil Box Plastic 12 A 4 Middle • Watercolor Box Plastic 40 A 4 Bottom Art Tote Carrier Plastic 40 A 4 Bottom Art Pastel Box Plastic 60 A 4 Bottom Painting Pallets Plastic 500 . A 4 N/A Watercolor Boxes Plastic 220 A 4 N/A Tube Wringer Plastic 250 a.A 4 N/A • Acid Tray Plastic 13 A 4 N/A, Taboret Plastic 6 A 4 Bottom Airbrush Kit Plastic 12 A 4 N/A Shrinkwrap PVC 60 A 4 N/A Brush Washer Plastic 60 A 4 N/A Watercolor Can Plastic 130 A 4 N/A Foam Paint Roller Plastic 85 A 4 N/A ITEM # 12 - 'VEGETABLE OIL BASE PAINTS IN CARDBOARD, PLASTIC, OR METAL CONTAINERS' Alkali refined linseed oil 40 - 809¢ (10096 solids, no solvent) Class III Commodity Inert Pigments 20 - 6096 ITEM # 17 - 'CLOTHING' . Description Material Qty. Stored Monthley Group Class Bulk Level T -Shirt Cotton 194 N/A . 3 Top ! fin -- Cotton 172 N/A 3 • Middle Sweatshirt . Cotton 5096 Poystr. 5096 85 N/A . Middle Apron Cotton 96. N/A 3 Middle Baseball Cep . Cotton 5096 Nylon 50% 124 N/A • 3' Bottom ITEM # 23 - 'FOAMBOARD' Description Material Qty. Stored Monthley Group Class Bulk Level Foamboard Polystyrene 957 A 4 Bottom Foamboard Polystyrene 3725 A 4 Top ITEM #26 - 'PLASTIC IN CARDBOARD CONTAINERS' Qty. Stored Description Material Monthley Group Class Bulk Level Framespace I (Bundle of 12) Plastic 60 A 4 Middle Framespace III (Bundle of 12) Plastic 54 A 4 Middle Econospace 125 (Bundle of 17) Plastic 18 A 4 Middle Econospace 250 (Bundle of 10 . Plastic 18 A 4 Middle .. ITEM # 28 - 'BIODEGRADABLE CORNSTARCH PEANUTS IN PLASTIC BAGS' Cornstarch 9596 Other all Natural Materials S% Daniel Smith Product Legg 1. Hand tools in cardboard containers 2. Plastic containers 3. Metal containers 4. Wood containers 5. Books 6. Power hand toolg in cardboard containers 7. Clay in cardboard containers 8. Crayons in cardboard or metal containers 9. Pencils in cardboard or metal containers 10. Brushes in cardboard containers 11. Waterbase paints in cardboard or plastic containers 12. Vegetable oil base paints in cardboard, plastic, or metal containers. 13. Dry paints in cardboard containers 14. Printing ink in cardboard containers 15. Lumber in cardboard containers 16. Safety equipment in cardboard containers 17. Clothing in cardboard containers 18. Paper wrapped in paper, plastic, or cardboard 19. Soap in cardboard containers 20. Tables in cardboard containers 21. Chairs in cardboard containers 22. Easels in cardboard containers 23. Styrofoam panels in cardboard containers 24. metal with and without cardboard containers 25. Textiles in cardboard containers or wrapped in plastic .,.26. Plastic in cardboard containers. 27. Cardboard shipping containers stored flat on pallets 28. Biodegradable cornstarch peanuts in plastic bags *Shrinkwrapped on pallets tinpluter C) !Wary CD CIS t SUN It iloCkftv 84yek•Il KEY I I ANSAISIO sArraswasa I . Are I • Ilta$ PI arrAktao 124N/EL SM/771 /AC 0/S7A/BUTION CENTE9 2.1 2.1 AV /lw El 1 Mad .tor 21 zq 0 Hw NI./0.1n4 1 avrAw z1J t5 utionyo hwJ1.Y a rn/.wa ta/ J... NMI 1 • 11 11 ID 43 or v 1 0 RA fool e t TAY .._. AVllw AVAw AVA■ NIA** AVAw c c. KEY I I Pa✓w.Wl I Jheel *Mat I J1W AA* 1:.t [/I J /K earl K.t 124N /EL SMITH/AC. L d /STA/ L I !/T /C N CENTER I 1' !8 lg 2S • 14 q .4,1$ O ari I 01 MAN M 7 � U • • . p-4 e4 {Kest be signed by r il, ci, 4 ,, 7 ......... 4 t 1, , v., ,,„, I ..... r: t f Z .......___ M �b 1 Nk �. 1 t Or) NI M," M `l �' � (j N 3 E ¥ ti 1 R 1l I J 1 r Y f1 V \) , .� V 1 N o1 1.4 1.4 ro (0 d a 4 w —1 n 0 4) C1 N, r-4 ro Ir a ,U ro E 0 1.4 N N ro v x .0 w 0 4) N ro a ro 0 14 P4 0 4) 0 w a 4.1 v et. 10 40 y 0 ro a 4.4 ti ent rot1 dl v Iw 4 7 `f1 u w 0 C� �C I N A N •�V Gal N 4 01 IV 14 .0 rj 14 ri Q G CA 4 Q • • • ►-1 N 1'1 v (0 m 4 aJ 4) & f4 - ANNUAL" WASTE THROUGHPUT (1) 4, ci) w.., et: �Q.S ei- N 1 ( 1 1 1 '� 1 it. ` 4 UJ 'J 1 LI _ `9' ------q. J QQ. a zx... .1 UhW- fi - {Gi CHEMICAL -. ABSTRACT SERVICE NO_ {3! . -. CHEMICAL NAME, COMPONENTS AND - CONCENTRATION cd l 1 {' • vo • '•1 �i ti• 1 {'' COMMON/ -- . TRADE NAME .s; { 1 q1 \ iir j it ■ Y V .1 1 L1 ~ ; y h J .... .. 4 \, 1.1 I .1 • 1.4 1 • Z. ti W of 0t 1) • 4 t-I 14 M (s{} - : LVASTE THROUGHPUT I i 1 k%. 1ti h + . (9) STORAGE CODE (TYPE, PRES.; - TEMP.) ::.- 3- 1 `' i a J tU . rn n1 i'l M ( M `V GI V v * V :(6 }.: QUANTITY ON HAND (MAX. AVG.) ` t•(` • PHYSICAL= STATE J £ J � � C y 1 CHEMICAL ABSTRACT: SERVICE NO_ 1 1 1 ~ r 7 ; �9 N 00 (,,dr ,, V' �` 7'.T . � v Vo , Q - CHEMICAL NAME. COMPONENTS AND CONCENTRATION. -- %h p 5N t'. . ra apli „ .1 g Q 0 Iu' 1� %. v O 61 �� ,• J a d c J 0 F tC 1 ■ VP: t P ,tl4PNrN - 77.8% Q F (2 }- COMMON/ . ..TRADE NAME e Ii % :, �I....• IU C, Prc+{VL cqu _ A( i-,, o ca„ 4 • V) y k •.01 7 Q 1 xL (7} HAZARD CLASS I t J 0 1, fM 150 in In I St '11 e4 11 11 • u 41 1 t1 . • 1., ,1; U 1' n1 , 41 1., ,1 14 .1 ,. 1J n ai .4.1 �1 1 U u , O k• . a Ki 2 1n 1 nt 1J nl n • W 2 7 't b t't"• '" 41 al J.1 n1 -1 11.4 O H O .0 t1 14 tn ro n, 0 w r •1 .1 1 14 0 C 11 r. m 4 .C.1 Iv, O S1 n1 aC 1 N N ro rl n1 • at p4 r7 ANNUAL -,. . WASTE . . THROUGHPUT. - c,\ k (. N, <3 to V `'� `, .� ' ` a t. .�H Q ~�" 14 \` (1 CS. :. • 4 R t �.,,` 4 (-'t lik STORAGE CODE (TYPE, PRES.,.- TEMP.), 1 z— 11 . _ `� I .7- t , 1 r L. d 1. fir- LL •1 "3- 6r4 1 1' 1 1 - / .U" V 1 1 b M M F;(06-71 (n m M tn N. C N z to co (11 CO. m LS uti� `r 001 `1 • m (� PHYSICAL STATE ,J V, 40 Q' ' Jo 1► 1 r i1 J• dg 1 4 Q` 30 4 M 1 J M J I —I 1 to h a ....1 I j� w 11 —�- M In \$ 1„ yt 1, 1 I ti. l ..J 0 .�l 1 4` I CHEMICAL - ABSTRACT 7. SERVICE NO_. - CHEMICAL NAME, - : COMPONENTS AND • CONCENTRATIOt`I:.. - . a ' 9t. it11. �i~ w., ` v E x 2 o1a l _1 .,•,,,r.,„,,,1,:,, , t) • 0 �9 z �Ni`n� )ipI.1U V • - I r►. a p �''. t� '!, , ,,;k1 , ,I I�I• v'k �f j IY ..,g.'1, r,.� 1?,�,I N 1n11)tH ro 0 -al 1 1, ir' v ► `4`4't F kim } � Zj: 0 0 10 a 11- ° 1v n 3 .> px q u "'la 0 4A 0 M hr,g•1 t: 3-I 1 d p1 N 1 L �V ;;V1 Z 4, - ; 0 p1 COMMON/ TR." -,DE NAME-7_ 1 IS �' q 11 k • 1 1. 1■ . „ ; 3 Y t y. U J i (1) HAZARD CLASS - )--1 _._ l,--I H H H 4 H n • • • I ! 1.7; L, • • .!.; .11 I • • • :1!:: • • 1 • !!) ■.` :1 •!: (.1. 1 • t .... 1,•• • •,f 1 . • ;1 . 1 ki 1 '''.3.1• ' i • A i,: ,e."1.• • 1,V1:11.111?!■1.!'''. UN 4,4 ,V+ .:‘• i.....1 ., ‘‘‘Y.:1''..:11'..:',.!!' .j.1",... l''4.: .:•.' $1. Q....;1 . . 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' • ' i .1 • • : ..,. r.,...• • ,' ! t 4 • . . $ . .1 ..ipr.■ 4...!+! ,.... .. • .. 1 . . ,•.... . . , I si :..... 1. ••1' (t} HAZARD CLASS . * ' * H •i • - ..• 4 ..,. ,. n r1 N t'1 01 m (Must be signed by owner /operator or designated representative) N o krt '4 01 x 0.-1 .. z o0 0) • P in •. 0 �� N ni 01 Ul N 4)i 141 n1 1-1 .--4 n c G N 00 1113 U1 •.-1 a '0 01 R •.1 14 IA 4 A 0 1/1 fL .-1 (V 41 a) H I declare the 0 al .. a) 1� Q) N E roa : z w 4-1 :+w 0 0 O '0 0 •d a) 0 ••.4 >a Aa In a r^1 N M a) ro +� C a) N (1) w 0) 14 b v ro 0 rn N 01 44 0 N 0 ro a) 0 b (1) tr N 0 M 1 k U • 4.1 N 1.4 0 u 'tl ro �, rd to .a C N .m m 0 r 4) 41 to •-4 rd .a 1.1 4► 4.1 ro E to 0 0 1.1 ro IJ ro m x 0 .IJ u ro 0, rn ro a v ..a 0 w 4' 0 4) ro I, 0 w q 64 m .0 0 01 C ro 4) 0 N 4) ii ro u to N m ro 1-4 N f+) tn O (1S) ANNUAL WASTE THROUGHPUT. t ■ 1. 9 Q, N • .... ky , Nra .n+ .1. l ,, n ,�. (9) STORAGE CODE (TYPE, PRES.; TEMP.).: _. N nY 4 . ... N , N .. 4 `d .... N t Bozo- M .o N. NI (6) QUANTITY ON HAND.' (MAX. AVG.) ZL v N. �\ (5), PHYSICAL . . STATE / /•11 (4) CHEMICAL:. �... -ABSTRACT SERVICE NO: t r Y 1 \.' yo tlo - . (3).. CHEMICAL NAME, COMPONENTS AND CONCENTRATION . N, ��N I` i W N. ` i -., I_ M�'1 1, N Q v '7 t ea-udo-S R sz) 1\ Iv) N 4 1 X g. 1- .4 mac, q . ° , M `X 4 K) .. (2) COMMON/ -TRADE NAME ■ ■ ■ ■ J �. 1 1V' V CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 07/06/93 Activity Table Processing RACK STORAGE PERMIT Permit No: B93 -0241 Tenant: DANIEL SMITH CO. INC. Status: PENDING Address: 18191 SEGALE PARK DR B Base Information Parcel No: 352304 -9119 Owner: SEGALE MARIO A Validated By: SLB Status: PENDING Applied Act /Inactive: A Completed Nature of Wk: INSTALLATION OF STORAGE Location: Zoning: UBC Edition: 1991 Rack Storage Dimensions - Linear Feet 139 443 796 Type: B -RACK Vers: 9101 Screen: 01 Plan Ck Approved: : 6/30/1993 Issued: : / / To Expire: RACKING. Valuation: x Height 7.5 9.0 7.0 .0 .0 .0 = Totals 1,043 3,987 5,572 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update 15,000.00 CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 07/06/93 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B93 -0241 Tenant: DANIEL SMITH CO. INC. Status: PENDING Address: 18191 SEGALE PARK DR B Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received, Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Approved 06/30/93 07/06/93 07/06/93 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): Overtime Hours(HH.MM): .00 Comments 1[EXIT DISTANCE.... O.K. ( NOTE: PLAN' NOT TO SCALE .) 2[ 3[ 4[FIRE - PLEASE REVIEW AND COMMENT. 5[( NOTE: STORAGE OF LISTS OF FLAMMABLE MATERIALS ) 6[ 7[ 8[ 9[ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa .aaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. SEA L E E LISIIVESS PARK July 21, 1993 Mr. Peter Heistein Daniel Smith, Inc. 41501st Avenue South Seattle, Washington 98134 RE: Fire Sprinkler System Dear Peter: As requested the .following information is for the fire sprinkler system in Segale Business Park Building 0771. Your tenant 'space, located at 18191 Segale Park Drive "B" is covered by System 01, and System 02 both of . which are rated with a discharge rate of .39 gallons per minute per 5600 square feet when supplied With a rate of 2671.1 gallons per minute at 61.80 pounds per square inch at the base of the. riser. If you need any additional information,. please call me at 75 - 32001. Very t rut y yours, Steve Nelson P.O. BOX 88050 r : TELEPHONE: (206) 576 -3200 • FAX: (206) 575.3207 ■ TUKWILA, WASHINGTON 98138 ti • • RAPIO PACK OR • ,•.g.t•• LOCKar° P DR848 (CAP. 1 :200 LBS /LEVEL) TYPICAL FRONT ELEVATION TYPICAL SIDE ELEVATION TYPICAL FRONT ELEVATION TYPICAL SIDE ELEVATION FILE COPY.. :..,...:.. 1 understand thtlt the PMEM subject to errors andarni Walls does not authorat� adopted Dodo or ors i e tr3Ctor'-`+CO�J�A Jed piafgt BSI Date Ass Sk QT SR848 (14 GA.) POSTS 18GA. COLD ROLLED STEEL BEAMS 1 4GA. COLD ROLLED STEEL « in w 0 tr r to § do Y, 26,z Vei (A_ ,.: 9.. "4— 7 f- t u,a oA a"- V)0X )W C w4 d.,�{ 7 r +!F..f A. r' f' a .ltrK'' ,�to l.ry;. 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ACCESS ser W✓ROA/ PIPE w/PLA377c CAP' LEGAL DESCRIPTION: That portion of the Southwest Quarter of the Northeast Quarter and Government Lot 5, and Government Lot 6, ALL in Section 35, Township 23 North, Range 4 East, W.M., in King County Washington, described as follows: BEGINNING at a monument -at the Northeast corner of the said South- - 'west Quarter of the Northeast Quarter; thence South 07 °44'56" West, 470 feet; thence'North 87 °50'09" West, 628.86 feet; thence South 14 °28'47" West, 86.93 feet; thence North 75.31'13" West, 30 feet to the TRUE POINT OF BEGINNING; thence South 14'28'47" West, 51.57 feet to a point of curve; thence along a curve to the left having a radius of 1,159.89 feet through a central angle of 06 °47'39" an arc Wsteece of 137.54 feet; thence South 07°41'08" West,' 206.95 feet to a point of curve; thence-along a curve to the right having a radius of 1,104.55 feet through a central angle of 13 °06'17" an arc distance of 252.63 feet; thence South 20 °47'25" West, 784.34 feet to a point of curve; thence along a curve to the right having a radius of 50 feet through a central angle of 92 "41'08" an arc distance of 80.88 feet; thence North 66 °31'27" Weit, 240.80 feet;• thence North 17 °28'13" East, 1,424.06 feet;. thence South 87 °50'09" East, 230.35 feet to a point of curve; thence along a curve to the sight having a radius of 40 feet through a central angle of 102 °18'56" an arc distance of 71.42 feet to the TRUE POINT OF BEGINNING. RESERVING an easement for sidewalk and utility purposes over the Northerly 15.00 feet, over the Easterly 15.00 feet and over the Southwesterly 15.00 feet of the property described above. RESERVING the right of ingress and egress to maintain, install, improve and extend utilities. RESERVING an easement for railroad purposes, and an easement for access .road purposes, including, but not- limited to railroad main - track, lead track and spur tracks, as well as for railroad access and storage, and as well as for other vehicle egress and ingress and truck maneuvering over that portion . thereof lying Westerly of the Westerly building line produced. RESERVING an• easement for common access purposes, including ingress and egress over the following described portion thereof: BEGINNING at a monument at the Northeast corner of said Southwest Quarter of the Northeast Quarter; thence South 074'44'56" West, 470.00 feet; thence North 87 °50'09 "•West,• 937.93 feet; thence South 17°28'13 ". West, 31.10 feet to the TRUE. POINT OF BEGINNING; thence continuing South 17 °28'13" West, 117.05 feet to a point of curvature on a line 10. feet Westerly, of the centerline of the railroad lead track; thence going in a Northeasterly direction along a curve to the right having a radius of 393.51 feet; the center of which bears South 59'35'08" East, through a. central angle of 15'24'35" an arc • distance of 105.83 feet; thence .north 10 °19'51" East, 27.76 feet; thence North 87 °50'09" West, 35.00 feet to the TRUE POINT OF BEGINNING. • 1 I: TOGETHER WITH AND SUBJECT TO an easement for building setbeck over a 60 foot wide strip.of land surounding and adjacent to building line which is described as follows; purposes the main ,n• BEGINNING'at a monument at the Northeast corner of the Southwest Quarter of the Northeast Quarter of said Section 35; thence South 07'44'56" West, 470.00 feet; thence North 87.50'09" West, 706.22 feet; thence£::outh. 17 °28'13" West, 163.72 feet to the TRUE.POTNT OF !3EGZNNING; t1xefce ccn-4 tinuing South 17'28'13" West, 100.00 feet; thence North 72 °31'47" West` 20.00 feet; thence South 17 °28'13" West, 320.00 feet; thence South . ` 72 °31'47" East, i 20.60 feet; thence South 17 °28'13" [Vest, 1504.00 feet; thence North 72 °31'47" West, 20.00 feet; thence South.17° ?8'13" West, 580.79 feet; thence South 72 °31'47" East, 20.00 feet; thence South 17 °28'13" West, 115.00 feet; thence North 72"31'47" West, 200.10 feet; thence North 17 °28'13" East, 1,165.88 feet; thence North 26"•08 °56 ",East, 101.07 feet; thence South 72'°31'47" East, 184.85 feet to the TRUE POINT OF BEGINNING. TOGETHER WITH a' non exclusive easement for .ingress, egressi, and utilities purposes, 60 feet in widtheehavin4 30 feet. on Oidh side of the following described centerline. • • • BEGINNING at a monument at the .Northeast cornet of, tip Southvtt Qua'rtef of the Northeas Quarter of Section 35, Township 23 North, Range• 4 East, W.M., in King C nnty, Washington; thence South :07°44.'56" West, 470.00 feet; thence No th 87'50'09! Hest, 628;86 feet tT6: a point hereinafter' designated Point 'A'; thence' South 14 °28'47" West, 1st.49 feet" to a point of curve; ' thence along' a• curver to the .left havini a radius of 1,129,89 feet, through at•ctntrati angle of 06 °47'39 *, an arcs dis$tance4of 133.98 feet; thence South 07 °41.'08" West, 206.95 feet to a, point of curve; thence along a curve to the right having a radiu, of 1,134.55 •feet through a central angle of 13 °06'17 ", an aree• d stances of 2$9.50 :. feet; thence South 20 °47'25" West, 868.17' feet; thence North 6 X31•'21" West, 321.49 feet to the terminus of this easement. centerline,. TOGETHER WITH; beginning at Point,'.' described on the above centerline; thence North 87 °56'09" West, 309.07 feet to the terminus of a centerline having f. 30 feet of width on each side. .EXCEPT that portion thereof Lying Wlehin South 180th•^treet.• • •i • • s�rrr:ir. M1rr4gf. 'lo/ rev '4/''44,17 iC C� Mi. a,. .TA✓L,. ! i- et 2 4 set". --o1• TACK • • ,; tnt L SUBJECT, HOWEVER, to the right of Owner and Owner Ls successors 3.n title, to relocate said easement within Segaie. But�iness Park on the following terms and conditions: (1). Any such relocation shall perpetuate' similar rights of ingress, egress and utilities to a public road; (2)• The width of said relocated easement 'ancl. the physical: •surfacitng: 'thereofesha.11 be similar.: to that of the initial easement; - .. (3) The route of said relocated easement shall.afford'reasonable direct access to a public road; • (4V: The legal rightf of Mortgagee and Mortgagee ° s successors here -w under, ,ip and to route of said 'relocateld easement shall be sublime.. tiall ilia same as with respect to the .route of irhea':intitiael.. ease. meat; , (5) . Said relocated easement •shall be appr +priataely.•doeumented by a supplement to this Assignment containing a revised legal, deecri t>ibn and shall be insured at the expense of Owner by a title Insurance company on the same basis as the original relocatable easement;.. . (6) The expenses of such relocation, i.'nciuding ,tit : cc'nstc uetioe and surfacing thereof, shall be the sole responsibility of Owners or • . - Owiier's successors. in SUBJECT TO any covenants, conditions, easements, restrictions • of record -. . encwnbrancene or • •n • • e . ATTACHMENT #1 SEr TACJr dA/ L :4o SETT ,AREA: 46/,8. o4 /O. 6/ AIc✓4l�.3 S UR VEVORS CERTIFICATE ' 1 1-141e EASY C.eit r /iry THAT' THIS MAR' CMACG7 .Y R&P'SrC.'Se N7'3 A S J V,EY • /WADE .ELY A411 OR L✓A4AZR 4Y emeac /ON '//$ "05"..0A10 oP AUG 113 7-, 197S. Fa0/✓e17•A. 1,00‘°116) t g 1\1‘.- 000- SBP /MAS BUILDING 771 �n C • h 16 • 2 -1 au 20 1990 CO tic P SITE ADDRESS: 18161 -18525 _ e g Park • 1 lr » e r, �' e1a+" a: dafibbeA�x1r�L '�R�7i5r+�di�'i�iJ.�f ...: +;{".r.. -,. Ct�, -; -. ».;::. s» 1'* �:�. .s , flrla 'e<kk..•w.Ai:1/i>..:.ns,.': * a�Y�?. Zhfhf3dG�. nt 'ii�r$w�Sii1�F,&K- �rf,�:ti: -'1G ' -'�� ° roe; �d_ ft? ���•: 3" u: 11�D' �i#}$ 7s . ".#�'1?�.�C"tt'i <`sTefzs'n``�, `�d" ° ,'S "�:�: 111 1JI 1f1 1 1 111 111 11! 1J1 111 1 J 1�1 i�J 1J1�1f1 1�1 f r << 1 11 111 111 111 1II 1f1 I 1J 1I1 1�1 111 1�1 111 111 i1i i 1' I1 itr i�! 1�1 l;� ��i 1i1�1�1 1�: I i l l i l l i i l► I 1 I 1 1► I 1 { 1{ 1{ 1{ { 1 { 1 1 1 1 1 1 11 { I PITHIW11�1I1M1111111111 9 10 11 MADEINOERWY 12 0 le THS INCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. OE 6Z 8Z LZ 9Z 5Z £Z ZZ LZ Oz 6l SL LL 91 GL +7L CL ZL LL OL 6 8 L 9 5 �1111l1�11In11111111i� 1111111{l 1111i11111111iiiln1111I111 Hid' 1i11ii1I II • c z L WW0 1111111I111111111iir11i1111 11', ?t11111111111 1, i V, RECEIVED CITY OF TUKwI Ire' ° - lU JUN 3 0 1993 PERMIT CENTER res. ccremerAt, a llif 4 rti Al. . %g 3 4 C7'VO/w 35, 77 23 A<., .rq 4 aE. , 144/1,. •l /C 4.S01vtl/N Nr Is A7° ME CeArr seLdite ' OF •S0LJ7'? 160'4 3rMEZ7r - A JP‘/BL.iC ..57-R i!r, s OP' I° _ ro dolocidrion, fey �" . A:7: -A. SURVEY 49U /Ate _ 77,E EGALE BUS /NESS " IAER 7� ET ER 14110 k! lief IMIStri ial4RYY3, A., Deli"? : ANC N>_,2:13.. EACHMAN . ASSOCIATES-' I4 •- . o'.. 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' 6 /.= `1h3DAM /EL S ' /71/N .. Di S f7/BU O N CENTER / ►' :se 79 *E" 'r9" -.. Dot'' -8 ^7 / /7� Ge,33' 2)S9/85 t 1 r • LOAD ;50 Les LOAD 750 IBS LE-H331 B 1 20 LOAD 730 L S 1 LOAD 730 LOS _ LF2r5 36 096 CONFIGURATION 1 IF -25 44 120 CONFIGURATION Ili {1.1=25 28 120 CONFIGURATION IV COLUMN A B C T TYPE (IN.) (IN.) (IN.) (IN.) LF25-36 3.00 1.652 1,50 .090 LF25 --26 3.00 1.652 1.50 0190 LF25-44 3.00 1.652 1.5C .090 CONFIGURATION NOTES 1 . PALLET RACKS ARE MFD BY INTERLAKE, INC., OF LODI, CALIFORNIA. 2. STEEL USED IN ALL RACK ELEMENTS CONFORMS TO 1052043 ASTM A570 GR 50 WITH Fy= ig KSI, AND Fu= 65 KSI. 3. STEEL USED IN ALL BASE PLATES CONFORMS TO AST A36 WITH Fy= 36 KSI, AND Fu= 58 KSI. 4 MAXIMUM LOADS ARE SHOWN ON RACK CONFIGURATIONS. 5. CONCRETE SLAB IS GIVEN AS 6" THICK AND ft' = 2,500 PSI REINFORCED WITH 6 GA. 6 X 6 WELDED WIRE MESH. 6: ALLOWABLE SOIL BEARING IS 2,500 PSF FOR GRAVITY LOADS. AND 3,333 PSF FOR SEISMIC OR SEISMIC -4- GRAVITY LOADS. 7. ALL RACK UPRIGHTS ARE MODELS AS FOLLOWS: CONFIGURATION I-LF25 36 096 M TH STANDARD BASE PLATES , CONFIGURATION II -LF25 28 120 WITH STANDARD F3ASEPLATES CONFIGURATION IIII --LF25 44 120 WITH STANDARD ASE PLATES CONFIGURATION IV-LF25 28 120 WITH STANDARD BASEPLATES 8, ALL RACK BEAMS ARE AS FOLLOWS: CONFIGURATION I-- •- LH3318 120, AND LH533P' 96 CONFIGURATION II-1H86113 110 CONFIGURATION Iill-- LH3518 120, AND 18243B 114 CONFIGURATION IV-182438 114 SEE RACK CONFIGURATIONS FOR BEAM LOADING 9. BEAM-TO-COLUMN CONNECTIONS UTILIZE 2•--PIN BRACKETS AND "A" TYPE 10. TIE-DOWN ANCHORS SHALL BE HILTI KWIK-BOLTS, USE 3/87P 0 X 3-3/4" BOLTS, 3" MIN. EMBEDMENT, USE ONE PER SASE PLATE.SPECIAL INSPECTION IS NOT REQUIRED. BEAM A BCD T TYPE (1N.) (IN.) (IN) (1N.) (IN.) L H331 B 120 2., 75 4.06 1.625 1.75 .075 LH5316 096 2.75 3.44 .750 1.75 .064 IH8616 110 2.75 4.38 1.625 1.75 .075 LH3518 120 2.75 5.25 1.625 1.75 .075 1132436 114 l_.... �.? ._... 3.75 1.625 1,75 075 BASE A 8 T PLATE (IN.) (IN.) (IN.) STD 3.00 3.1251 .1345 SEE DETAIL OF WELDS. -- C) BRACKFTS SLATES Floor Anchor [)eta i 1 MIN. EMBEDMENT 8 ANCHOR BCLTS j SEE SPECIFICATIONS FOR DETAILS BRACKET 7 GA. --- ASTM A570 GR5O -- WEDGING STUD 2 PLACES < =w rt • Lea z tei 24- 2 ° o t g ©ci UZ < a 4t4.- d Y�0W tt. f aw!w.w 11.1 ' h- 4: xt4 to 0 PERMIT CENTER r. EVEN WON lx: rye. tk�ti r ISIWOESIE r 41,. 2-(.i. !" ~ '+.! - .�.l,r. ,r A= .rl M,f'< .�r {t k y`r r:' f 3` s `'1h �r..c., ?TVet '� C ,: r f t.r 1'1'ji111I1I:1- I1r1�1" 1-, 1 . : - �itii.1I Ill! ����1,1 111111 f1+ tI .4 -� � I I ! I � li• _ 3 4 5 6 7 8 • NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the pciginal document. 1 Qc 6Z 8C GZ 9Z 5Z 47Z ' CZ ZZ LZ Qz 6L 8L GL 9L 5L Oil EL ZL LL 01, 6 iiiIIIIIIIIIililili11111111ifilll'illill 111 IIIIIIIlIl11111111 111111�a1�I11.I1ii1. Il�alili 11� 1i1llliiill111IIIIIIiIIllUilii. 111 1! �i.. 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CONCRETE SLAB IS GIVEN AS 6" THICK AND ft' = 2,500 PSI REINFORCED WITH 6 GA. 6 X 6 WELDED WIRE MESH. 6: ALLOWABLE SOIL BEARING IS 2,500 PSF FOR GRAVITY LOADS. AND 3,333 PSF FOR SEISMIC OR SEISMIC -4- GRAVITY LOADS. 7. ALL RACK UPRIGHTS ARE MODELS AS FOLLOWS: CONFIGURATION I-LF25 36 096 M TH STANDARD BASE PLATES , CONFIGURATION II -LF25 28 120 WITH STANDARD F3ASEPLATES CONFIGURATION IIII --LF25 44 120 WITH STANDARD ASE PLATES CONFIGURATION IV-LF25 28 120 WITH STANDARD BASEPLATES 8, ALL RACK BEAMS ARE AS FOLLOWS: CONFIGURATION I-- •- LH3318 120, AND LH533P' 96 CONFIGURATION II-1H86113 110 CONFIGURATION Iill-- LH3518 120, AND 18243B 114 CONFIGURATION IV-182438 114 SEE RACK CONFIGURATIONS FOR BEAM LOADING 9. BEAM-TO-COLUMN CONNECTIONS UTILIZE 2•--PIN BRACKETS AND "A" TYPE 10. TIE-DOWN ANCHORS SHALL BE HILTI KWIK-BOLTS, USE 3/87P 0 X 3-3/4" BOLTS, 3" MIN. EMBEDMENT, USE ONE PER SASE PLATE.SPECIAL INSPECTION IS NOT REQUIRED. BEAM A BCD T TYPE (1N.) (IN.) (IN) (1N.) (IN.) L H331 B 120 2., 75 4.06 1.625 1.75 .075 LH5316 096 2.75 3.44 .750 1.75 .064 IH8616 110 2.75 4.38 1.625 1.75 .075 LH3518 120 2.75 5.25 1.625 1.75 .075 1132436 114 l_.... �.? ._... 3.75 1.625 1,75 075 BASE A 8 T PLATE (IN.) (IN.) (IN.) STD 3.00 3.1251 .1345 SEE DETAIL OF WELDS. -- C) BRACKFTS SLATES Floor Anchor [)eta i 1 MIN. EMBEDMENT 8 ANCHOR BCLTS j SEE SPECIFICATIONS FOR DETAILS BRACKET 7 GA. --- ASTM A570 GR5O -- WEDGING STUD 2 PLACES < =w rt • Lea z tei 24- 2 ° o t g ©ci UZ < a 4t4.- d Y�0W tt. f aw!w.w 11.1 ' h- 4: xt4 to 0 PERMIT CENTER r. EVEN WON lx: rye. tk�ti r ISIWOESIE r 41,. 2-(.i. !" ~ '+.! - .�.l,r. ,r A= .rl M,f'< .�r {t k y`r r:' f 3` s `'1h �r..c., ?TVet '� C ,: r f t.r 1'1'ji111I1I:1- I1r1�1" 1-, 1 . : - �itii.1I Ill! ����1,1 111111 f1+ tI .4 -� � I I ! 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