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HomeMy WebLinkAboutPermit M03-062 - SEARSSEARS 400 SOUTHCENTER MALL M03 -062 rt U; U O; N 0; W W; J LL; W O: LL Q, N _° Z I- O. Z i- U O co W !L-: O ; Z: w U N, O ~+ z Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: Contractor Value of Construction: Type of Fire Protection: Signature: doe: Mech City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5379200330 Address: 400 SOUTHCENTER MALL TUKW Suite No: IECS INC. P.O. BOX 19252, SEATTLE, WA License No: IECS * * *044QL SEARS 400 SOUTHCENTER MALL, TUKWILA WA TERRY COURSE 899 W MAIN ST, AUBURN WA Permit Center Authorized Signature: 1 $24,000.00 SPRINK ERS Print Name: /(/t 1i ie S er'tv"er MECHANICAL PERMIT JG SOUTHCENTER LTD 25425 CENTER RIDGE RD, CLEVELAND OH DESCRIPTION OF WORK: REPLACE EXISTING COOLINTG TOWER WITH LIKE. RAISE SUPPORT 24 ". M03 -062 Fees Collected: Permit Number: Issue Date: Permit Expires On: Phone: Phone: 253 - 939 -9495 Phone: 206 939 -9495 Expiration Date: 11/20/2004 Uniform Mechnical Code Edition: 1997 M03 -062 06/03/2003 11/30/2003 Date: t - 03 $106.37 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this rmit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construc n or fte performan of work. I am authorized to sign and obtain this mechanical permit. Date: 6 - 3-- c) 3 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 06 -03 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5379200330 Permit Number: M03 -062 Address: 400 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 04/30/2003 Tenant: SEARS Issue Date: 06/03/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 6: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9: Manufacturers installation instructions required on site for the building inspectors review. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this per it does not presume to give authority to violate or cancel the provision of any other work or local laws regulating constructio,or the performance of work. p 1 Signature: / � Print Name: Cl t /eS . /f 1� (� 0,2 doe: Conditions PERMIT CONDITIONS M03 -062 Date: G -• ('3 Printed: 06 -03 -2003 SITE<LOCATION King Co Assessor's Tax No.: Site Address: '" BOO SOv C Suite Number: Floor: Tenant Name: 51= 25 {3uc1 - - C,p , New Tenant: jj .... Yes ❑ ..No Property Owners Name: 3 Av-- v. Mailing Address: 3 , J P-t / R-b - t = =y��� _ ��,. C.01 City State Zip CONTACT •PERSO Name: ( E(2.12\) C.mGl2$ t..: Mailing Address: c' (A) \N S`V E -Mail Address: Company Name: EC.S 1 'Cn) C . , Mailing Address: ,(5'9 Lk.) , Contact Person: T (2.(2\) � (�►2S E; E -Mail Address: Contractor Registration Number: rt✓G5 *4-* L Expiration Date: 1 V0,910 t} * *An original or notarized copy of current Washington State Contractor License must be presented at the ime of permit issuance ** ARCHITECT OF?RECORD Allplans must be wet stamped by`Architect Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** l^�A \A.) kn iu City ENGINEER OF RECORD. All plans must be wet stamped by Engineer of Record • Company Name: Mailing Address: Contact Person: E -Mail Address: \applications \permit application (3.2003) 3/2003 Page 1 Day Telephone: �S` c 3 . - �`l 495 ) Ar SA'00 1 City State Zip Fax Number:,S3 — C I " 90 CEO City Day Telephone: Fax Number: State Zip Day Telephone: Fax Number: City Day Telephone: Fax Number: State State Zip Zip ...v.:....,o,.'..we:+.:.u:... 1:...n(' �'•,: :•. ui...'.: r. tv. �v. R: ii'. y. iGn+. Si. S� ;wiC.::�'w.:ia+u..u'i¢.'L4t+:C^ SLR: ir. ti.. AZ: LT��` LLw' �•'�';'v..ie�:�:•YAa4'�x+�t�GW� ?BUILDING; I ERMIT 1NFORMr. _ ION `= Will there be new rack storage? 0..Yes ❑.. No \applications \permit application (3.2003) 3/2003 06 -431 -3670 If "yes ", see Handout No. Provide AB Building Areas in Square Footage Below for requirements. Valuation of Project (contractor's bid price): $_:42-\ t 000 Scope of Work (please provide detailed information): GvCr pPor i Existing Building Valuation: $ E?X- \ s - 6- CCx5 c- ay It 5 sret.r-- CA-t<c- PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? [] ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm .. None 0.Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate 8 -112 x 1I paper indicating quantities and Material Safety Data Sheets. Existing Interior Remodel Addition to Existing Structure New : Type of Construction per. UBC Type of Occupancy per UBC 1" Floor 2" Floor.: 3 Floor . Floors . thru Basement . Accessory . Structure' " .. Attached Garage Detached Garage Attached. Carport .." Detached Carport Covered Deck Uncovered Deck ?BUILDING; I ERMIT 1NFORMr. _ ION `= Will there be new rack storage? 0..Yes ❑.. No \applications \permit application (3.2003) 3/2003 06 -431 -3670 If "yes ", see Handout No. Provide AB Building Areas in Square Footage Below for requirements. Valuation of Project (contractor's bid price): $_:42-\ t 000 Scope of Work (please provide detailed information): GvCr pPor i Existing Building Valuation: $ E?X- \ s - 6- CCx5 c- ay It 5 sret.r-- CA-t<c- PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? [] ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm .. None 0.Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate 8 -112 x 1I paper indicating quantities and Material Safety Data Sheets. c�MA Scope of Work (please provide detailed information): Please refer to. Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0... Water District #I25 ❑ ...Water Availability Provided Call before you Dig: 1-800-424-5555 Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ bppticationslpermit application (3 -2003) 3/2003 11 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 11 WO# WO# WO# Private Private Page 3 ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: Zip City State Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Z - re W QQ � J U 0 N CO 11J WI H NIL W u _ N v � W Z 1 = .. 1— O ZF— W W U 0 . O -: off W I- H O U OH Z Unit Type: Qty . Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15-30 HP/I,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL PERMIT:JNF,. .MATION. '.2 MECHANICAL CONTRACTOR INFORMATION C(2 ) Coup5c Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: C.S -* 44. OL-( q l.. Expiration Date: 1 \/, 0 * *An original or notarized copy of current Washington State Contractor License must be presented at the t m e of permit issuance ** Valuation of Project (contractor's bid price): $ r� 1 000 Scope of Work (please provide detailed information): - Ei1„4 Fx )O NZI3t \sue P -R,4.. - r a y r I Use: Residential: New ....E] Replacement .... ❑ Commercial: New .... Replacement .... Fuel Type: Electric ❑ Gas Other: Indicate type of mechanical work being installed and the quantity below: RMIT APPLICATION NOTES Applicable to all permits in this application 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW TI -IE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: \ e2- .Q.q OOL) 2S t Day Telephone: Mailing Address: c H (,) �' r r—' P, t —✓ S i f J (U (2✓V &Uq- 9' YC \ t City State Zip Date Application Accepted: \appliations \permit application (3.2003) 3/2003 6=431 -367. Date Application Expires: / — 3 O - 03 Page 4 PrkAgueio WA- tgc)o r City State Zip Day Telephone: 2S3� - L) cy Fax Number: 5`93 -- 9,(30 Date: St nitials: Payee: IECS, INC ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 MECHANICAL - NONRES PLAN CHECK - NONRES RECEIPT Parcel No.: 5379200330 Permit Number: M03 -062 Address: 400 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 04/30/2003 Applicant: SEARS Issue Date: Receipt No.: R03 -00685 Payment Amount: 106.37 Initials: BLH Payment Date: 06/03/2003 12:32 PM User ID: ADMIN Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 27334 106.37 Account Code Current Pmts 000/322.100 85.10 000/345.830 21.27 Total: 106.37 9255 06 /04 /716 TOTAL J06.37 Printed: 06 -03 -2003 Project: .------ Type of spection: Address: YO s n �e ��� Date Called: 46' - 2% - 0 5 Special Instructions: / 0 A Date Wanted: _ 2 a. n Requester: h / 7°' Phone No: 2 a6 0255 -- ob '/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: <IV_ T' n Vi/4 Date: — 3 l 2, —CI" o EINSPECTION FEE R UIRED. Prior /o inspection, fee must be 300 SouthcenterAlvd. Suite 100. Call to schedule,reinspection. o.. I 4.S Proje Type o I ection: (� Ad re b0 S , ja/ Date Called: 0 Speci I Instructions: 0 iA i? e c :_f o ' . ' ,1 rner i- ^equeste Date Wanted: / �� p.m. • / -FA - X55 ) � o� V:. INSPECTION RECORD Retain a copy with permit INSPECTION NO. :CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 • pr pe linty co es. Coffectio s required prior to approval. COMMENTS: $47.Obdl EE REQu IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: . C_AS OF OATE(S) IN 1111E BLOCK MARLE Y CO:L/4311MM UNPUOLIS/1ED.ALL 1110111$ RESERVED UNOERO P,1 5IT Aw$ Q N Fan CylInder an Q FIaid Installed 8 1Q ad At Flow Topd Support Strl . 122t_0 1 \ GY1 rupO Doulw llonD rl A Hol Wale. Dlsuibulin,Uan InYI Mawr 6'•10 112• I At Finn 15'•B' Oveul 01 Omit Side Elevation (Face C of Call) Mvumum laqubd bom,g •■• d • plp ooalry,l is 12 squa,e Inches. using IoN wldt,dirplr wld• s 6' min. langlh. Maximum vnlldhad* 900 pounds pal laps 2 2 1 /a' Oul of cow Wb T ala CoDecllanas, leslignAA ii 6'•10 1/2• Intl 1'•0' F an DumNr 20 11.P. Mots Field lnstM and algal • by dMn r•S tun' 1••10 9/e• 4 Out ol Motor Assist* 11.4 ► Mama of (Sow ► plan View of Schematic Delaili Sears, l i o'eu ltd< &. Co. 100E9104 Sears • Ames Doo At Elm A 4L FaceD Topd Fon Guad 6' Dla Slandard a/1 w/ HC WLa .r . 3 Innca Nuc 1139 n1O1FCII,OCAIOr Tukwila, WA FaceU 7 Cella) 9911• Foca d FYp ilol Wale, Basin Qum A a C— [ +y ECOlaluxr IEV a, snotty DCC110 ■ Mon in COL Lee Furnish 10/172002 DEC ill NOTE S • Flanged connections conform to class 125 of the ANSI B16.1 specification. The hotlinessrackbx eeauf . • Horizontal Control (HC) valves can withstand a maximum slat lc&HALpress♦ad25P.S.1.G. • Full flat lace flange gaskets are sgiudbyMlrly. • To Insure maximum thermal performance the cooling tower must be Installed level and tint BzEicif taii�l laces must have adequate elf supply. II obstructions exist, =sit K rMakryn{zlms ii.o. •'foisting clips aro provided for ease of unloading and positioning. Far overhead lllsavAxxu:a&k a iskly precautions are prudent, add slings beneath Iho tower. See HolstlrgDflisdanilg • The tower assembly tolerance applicable to all dimensions Is + or - 1I6'. Consul) suppielsofe pafrgshmze for construction totraaas. • The units of measure we In I•p (inch.pound) units unless cluv.ixlre*xt Schematic and Inlet Details NC ©30301 S YS • ORDER/Ax8R -n m 0 4 Marley nD RUIN, 3,A1u91 xp/ 1 =1 FL1O1OCS Z H Q � W i0 00 Co o LL l; O. u_ co W Z F-• F-0 Z I— W ui O p U O • F_ = W. F- I o . w _' z @AS OF DATE(S) IN TITLE BLOCK MARLEY CCCUG10NEfl UNPUBLISHED•ALL RIGHTS RESERVED UNDEROCP1AORIAw5 Hales Far 3r11b Anclex B (4 Raqulml plan of Sunoort S v (Option I: Recommended For Field Assarlionme,) I Q CA) C7 —1 W r Holes For 31e11. Anchor Bun (4 Raqulml Face') Center 10 Carle al Antler We Tao 3re r 0.11111 Buln Eerie r w Plan of Sunnort Slxi (Option A SECTION A -A VIEWeit Sears, NOeDta& Co. IOWERIIAE Sears SUPPORTING BEAM (BY 0111E/ IS) EDGE CF DRAIN 6 OVERTLVN (FACE SUPPORTINGEEaN (BY OTIEJS) MINIMUM BEARING WIDI I ITALY BE PROVIDED BY BENARM. E OR BEARING MIEAT ANCIIOI1 BOLT LOCAILIS BASIN FTOVVED AT ANCHORAGE LOCAIDI nMORGO N0 1139 ReLCItOGIm Tukwila, WA ShiDUingyitusll. 6,7178 • SUPPORTING STEEL: The sup Include customer supplied anch Outlet Piping Details drawing. maximum beam deflection shall that the cooling lower Is levd • DESIGN OPERATING LOADS: water in the collection basin a1 allowable flow rates. The dos variable, and dependent upon 1 operating wafer level. Opera slated. Consult a Marley Cooli • WIND ,1 SEISMIC LOADS: Re perpendicular lo the cased lac to the operating loads. The to lower. Design wind load Is 30 Importlmce Ia'br1. • SHIPPING WEIGHTS AND MA equipment weights. • NON-STANDARD ANCIIORAG Consult a Marley Cooling Tow modifications are added to the • PIER SUPPORTS: The lower should be at least 6•x6: • VIBRATION ISOLATORS: The support point, the lop of an Ise the Isolators UNDER the supp basin side. II Isolators are ill be consulted as modifications • The lower assembly tolerance for can:.lructlon tt auLes • the units of measure me In i -p ECOlit101 REV BY I DECO DAIEREv DR011 x Y Lee Furnish Design Ooerallnu Truk IAA 2G 3,465 Gr illage Details NC8303G1 OAE 10/17/2002 NOTES polling steal Is to be designed, constructed and (urdslulbyteo.nmor. tl5flz! or bolls, 3/4' diameter, to suit the general dimensiorsdlisdradrgaddhe The lop surface of (he supporting steel must betarledlt.hardkid. The be limited to 1/360 of span, not to exceed 112' at Itnaduhrlshoderbassia a d paid The design operating loads shown in (he above table ail tandtpmlemzEre shutdown. The shutdown water level has been sizsd10 aommicctietverrsvirurn gn loads are shown for your use as a quick reference. TlealdcpSTingLuis 10 design flow rate per cell. Design loads are all tosedtpaniherccurrnarckd ing levels in excess of that recommended will resullhlxxkexcwxbgtevales ng Tower sales engineer for greater detail on IctranyotuwMcxi actions shown are the result of the design WindridrarkkudtuirgEtrked e of the lower structure, Independent of the lowers edusage. Leedsaread Ce ds shown are a result of the wind loads being appltatbtelawdtarentthe pounds per square loot. Design seismic load IstAEadm1907LDC7uem XIMUM OPERATING LOADS: Values shown in table dTiddelegibnel E LOCATION: The anchor bolt dimension shown callboy ttxnnx..kut r Company sales engineer fur specifics and to imreldtea1lxgaioe stuire. may be supported from piers at each anchor boll Iocatimasa1l*a1Tafa Aria lowers may be supported on vibration Isolators at eachardvtxllair i the lalor, must be stable and free from rotation. Thisbaour11tl1etbyotrr(Ebzg orting steel beams or aligning the centriod of the isolatcr le stalled at any other location, a Marley Cooling TovA.Conperi /stksacjloorrnd to the cold water basin may be required b iare(sita ) ty applicable to all dimensions is + or • 1/6'. Consult sup(iusdtoWu EAWre (inch- pound) units unless at uvixlrrka1 DEClm SY S 30 PSF Wind / 1 G Seisnitd> Vertical ReaclialalA Jiorixonlal Reaction alA 1,737 / 4,612 1,246 / 3,005 ORDER IARJIR 4 Marley rt 01 1=1 DRAlWi3lMtItB I REV FL1010CG z W 6 JU 00 N W = J 1_ CO ill 2 LL 1— ILI z t_ II— 0 Z it UJ W U � 0 tD 1- ILl ui 1" U- 6 • W Z U= 0 1_ z Q AS OF OATEIS) IN TITLE RLUCK MARLEY Mal TOTER UNPUBLIS11E0•ALL RIGHTS RESERVED UNOEROCHTiOnIAws Accent:Ca Plat/an I rlandlal Pal Knave' Toaboad Lad& Lade Out 01 Ptadan a'•0 TIE' as 5 • Lad* i •e 51/113' Out p Ladd. 1•.7 5116• ]•.T 114 FaceE over Enmu1 Side etia ��'' " (FaceElevQ t L.:r C.4..3 �7J TT r, ti C CtZi 8 8 Searriftgegu i.*& Co. NOTE S • The fan motor must be locked out and inoperable before entering the lower. This warning has beenliccldalte moms dmr. • Construction of the ladder andhaxbt • The handrail Is fabricated Wm mill galvanized shthi Wg • Top and middle tall are 1.660" OD kla • Posts are 2" squamkkn • Toeboards are 16 gauge heavy mill galvaiedst el • The ladder Is aluminum 3' x I 1/8' I -beam side reds and 1 1/4 "saraleda gs • The ladder and handrail Is field assembled by others. The tower is shop modilied to accept this option. The drsadtut 10eaepnaidd by Marley for the field assembly. The installation detail drawings are included in the literature padaaglstip/edwillte t A$. • Additional maintenance options not shown but availabbtpulrugsst • Safely cages • recommended for ladder lengths longer than 20kx-t tut kssE an lex! • A second ladder. Ladder is located diagonally opposite the staxtad Win • Fan deck extension on side opposite a si kikctfa. • Plenum wakways. • Single inlet options (side or bottom inlet) • This piping can be an obstacle to persa rdontpole • Intetior mechanical equipment access platlane. • Safdygale. • 0.S.H.A. standards recommend the use of a Salety Cage when the length das*etaddererceals2llba! • Optional Ladder Extensions are provided in nominal lengths of 5 and 11 feel only. Field modification .tTydxrs. different lengths. Bracing andlor anchorage at the free end of the exlersolmdbeptwklodbyotlxrs • The access door platform and it's components require held assembly. Installation details are Included in se L ralaePackapdircedvdi the tows. • lha lower assembly tolerance applicable to all dimensions is + or • 1/8 ". Consult suppliers of supporting sbsdr+ekrczx lLtiontdrralces. • The units of measure are in i -p (inch- pound) units unless d en%i rmi 14exf1 twa 1139 EcOemtst REV BT I ou:KO 0AIEM Maintenance Access Details NC8303G1 ORAro1' DAL Lee Furnish 10/172002 rxeclel +PITIWD SYS Marley RD DMW11414AYI AEV 1 =1 FL101OCM 'I OAS r'R OAIEISt IN TITLE 01000 MARLEY QYUTdiI(5ipt uNPUBLISI/ED•AtL RIDNTS FESERVED UNDER W 1Ii3rr1ANS T t (4) lop of ial9lel Top of SuppodSN Exterior Cell Elevation (Faces A B C) Welding Bed Ida Suction Outii 1' Dla. Float VIA NPT male cornabt Fac.0 S Mechanical CouplorgQNa • iii. Suclion fiat SSlandpip. Dreln C Odw Basin floor slopes 1/4' h17.," toward C.Mar 01 Iona. �ipwr.ole LunSmn t'•e L76' Cal Sear K lii ock& • Co. 100ERlu[ Seas EaSa Doh P Dia , NPT Float V. Collection DaehlW Ovens oI Bail plan View of Beat Orenlow l ' N f Topd ^? �/ 14!: „1 Support Stal 4' Dla., NPLF. Slandoiuu Drain & Overflow INnxL'1 HI ME 1 139 L'ROCCILOGIDI Tukwila, WA FaceB SW. Suclbnc M NOTE S • All piping supports are by others. Do NOT support outlet pp'gian • Seo the float valve Information drawing fad/Notate • The collection basin plping accessories shown on Ibis drawing are furnished by the MrtayQ ir Tow' Company. • The installation detail drawings for field installed options are Included in the lileralure plldag©sf ;lledwiite tower. • lire design operating loads shown in the table on Ihe'Grillage Details' drawing are based 1;wttm Werner dwater in the collection basin at shutdown. The shutdown water level has been slaodloauurrrufate rerjrun allowable flow rates. The actual operating load is variable. and is dependent upon the cleigikwratuperai. Design loads are all based upon the recommended operating water level. Operadlg wets iiex m;oftut recommended can result In loads exceeding values staled. Consult a Marley Cooli wtr greater detail on this or any c/rrsa4pi • The standpipe overflew Is to be held instaludt ,cdxrs • The tower assembly tolerance applicable to all dimensions is + or - 118'. Consult suppliers cts4poltigstt ie for construction talus . • Tho units of measure are in i•p (inch-pound) units unless Onvirerldud Fceranlf0 IYV OI I rumor, aIF AEY Outlet Piping Details NC(1303G1 evoew Dal Lee Furnish 10/17/2002 DEC II) I N1 axill I ORD(RII1eaR SYS Marley RCA 1=1 DMWuew010 I REV FL101000 • l z � W JU 00 co o W' J co IL WO d 2 Q . �W Z � W n 0 0 0 N: O f-: =W IJ.. W Z U- F- _ 0 H. z LJ ni F.c.D fr Collet - T'•10 714 i OAS r'R OAIEISt IN TITLE 01000 MARLEY QYUTdiI(5ipt uNPUBLISI/ED•AtL RIDNTS FESERVED UNDER W 1Ii3rr1ANS T t (4) lop of ial9lel Top of SuppodSN Exterior Cell Elevation (Faces A B C) Welding Bed Ida Suction Outii 1' Dla. Float VIA NPT male cornabt Fac.0 S Mechanical CouplorgQNa • iii. Suclion fiat SSlandpip. Dreln C Odw Basin floor slopes 1/4' h17.," toward C.Mar 01 Iona. �ipwr.ole LunSmn t'•e L76' Cal Sear K lii ock& • Co. 100ERlu[ Seas EaSa Doh P Dia , NPT Float V. Collection DaehlW Ovens oI Bail plan View of Beat Orenlow l ' N f Topd ^? �/ 14!: „1 Support Stal 4' Dla., NPLF. Slandoiuu Drain & Overflow INnxL'1 HI ME 1 139 L'ROCCILOGIDI Tukwila, WA FaceB SW. Suclbnc M NOTE S • All piping supports are by others. Do NOT support outlet pp'gian • Seo the float valve Information drawing fad/Notate • The collection basin plping accessories shown on Ibis drawing are furnished by the MrtayQ ir Tow' Company. • The installation detail drawings for field installed options are Included in the lileralure plldag©sf ;lledwiite tower. • lire design operating loads shown in the table on Ihe'Grillage Details' drawing are based 1;wttm Werner dwater in the collection basin at shutdown. The shutdown water level has been slaodloauurrrufate rerjrun allowable flow rates. The actual operating load is variable. and is dependent upon the cleigikwratuperai. Design loads are all based upon the recommended operating water level. Operadlg wets iiex m;oftut recommended can result In loads exceeding values staled. Consult a Marley Cooli wtr greater detail on this or any c/rrsa4pi • The standpipe overflew Is to be held instaludt ,cdxrs • The tower assembly tolerance applicable to all dimensions is + or - 118'. Consult suppliers cts4poltigstt ie for construction talus . • Tho units of measure are in i•p (inch-pound) units unless Onvirerldud Fceranlf0 IYV OI I rumor, aIF AEY Outlet Piping Details NC(1303G1 evoew Dal Lee Furnish 10/17/2002 DEC II) I N1 axill I ORD(RII1eaR SYS Marley RCA 1=1 DMWuew010 I REV FL101000 • l z � W JU 00 co o W' J co IL WO d 2 Q . �W Z � W n 0 0 0 N: O f-: =W IJ.. W Z U- F- _ 0 H. z IF e it 111: 111 iiiiiiii IIIMP UM: 11EPII: rid II% :of 1: •: ..... — ••,._.,• .. .. ......::. i. . _ -4 — 1 143 tri C.P NO. CAPACITY: 1400 COOLING TOWER •••••1111. S Wilt f Approx. Approx. 3:. 0 I Size ! Shipping lOpetating i . 8 1 H ow° Weight 1 Weight 0 IA c.0- m %. ` 2950 . 10200 • 13300 . 40 : 100 .-E--- [ 3. r-- ti'lj 3808 ' 15400 I 18500 I 64 12 1 5' ay: J01147 BALTIMORE AIRCOIL OF CALIFORNIA, INC. MADERA, CALIFORNIA on ALL. DIMENSIONS ARE IN INCHES CERTIFIED FOR: =elm 11110111 JOB: —ialliaggs-iiniglian6iMiLL-likailE1311- 0101L JULY 20,1967 DATE _mairimr_n. 1967 B.A.C. NO. 67-817m CUSTOMER'S P0. NO 52520-A ................... - • • I GPM FROM 95 ° F TO 65 F AT 67 ° F EwB AND 6 ' 6 P516 SPRAY PRESS. FAN MTR.CZ). 15 HP M X _ RPM, 3 PHASE, 60 cvpLE, 230/46..Q VOLTS. FRAME S I Z E REMARKS! Fos motors to be Liocola Moltigoord. MODEL TMA z 11 Lu ri 2 6 D 0 '(..) O U) 0 !co w W I co u_ tu :3 u.< .co 3 I- ILI • I- 0 z iww uj 2 0 0 — 0 I-- 0 L I 0 z 0 _ . _ WRSHINGTON AIR REPS M alioN £Qoz E - Nnr a liRSHINGTON AIR REPS Fax :4255625123 0 es O L . - 0 m N Mar 13 2003 13:54 P.O. 4 I i L r 3 , .14 --3m si J q 3 ___4 . e r p z m 0 c\ 'Zs NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. LOO 'OO d •aLbt; I understand that the Plan C s ubject to errors and ornissi plans does not. authc�`ize Structural Calculatiabns For: I ,. 10nr,tprt or _ Y en Client: Seattle M APRO ELA JUN - 3 2003 AS riOTED NPG is Sears So th Mechani al 14, April 2003 Tr' SWENSON SAY FAGOT 1 ;iUCTL AL CNG18CCfpIG cogooNatio 2124 Third Avenue. Ste. 100 Seattle, WA 98121 T 206. chanica EXPfRES 3/2 3. 6212 F 5/ 2� L3Vi_ AV2 :O3M3::S 06. 443,4870 er MD; 'o W heck approvals are ons an d approval of „lotation of any +• of con- ed. C.Si::etii'c 2 RECEIVED CITY OF TUKWILA APR 3 0 2003 PERMIT CENTER OL8!0,9OZ Ty ACT %OCc _T 'o a`d 1;[ C e r c 'F '-•S . ..3C:C5,,. _ (7, (,1 'rc L: \\,T w rail SWENSON SAY FAG ET A TRUCTURAL ENGINEERING CORPORATION 2114 Thud AvOnue.Suite 100 .Seattle. WA 26121 0fflce: 20f • 443.6212 fkw 266.443.4970 I L00!£00'd 9Li'ir /At 2 . _ (*.P - O. S , = 22 / 41 rL 3 Le% , .1 II VA 3_ i IS`��,►`� 34c d CoK CQ V. J. $r S Ce1,,k.D Del. P101. no poi Sneer :2e' a's ,IOS'1 MS OL8t0,9CZ :4 :OI £OOZILZ'i13V (%"' Ca n( .2 ) F 1 \ . q m , t,L1/4.!.ep �.. ( \ L.Sc‘ ‘. 6 C..•v4* ear eaV %..1 5' /7. , r (%,(4) (\ .. .(0,*(o.64• (a-rcnkaz5)( ) TI : 3cz \', r r f rail ENSON SAY FAG A ST ENGINEERING CORPOPATION 2114 Thud Avpruc • Sulle 100 'Seattle • WA 98121 Me; 20 Me; IS " i3.6212 far: 206.443.4470 VIN Pro / 91,:; 1,2Vit XVS MOS,NS:.S t.2("St ( v ., ? ` cm. ! >g � 4 1 C 5 ■.4.,' t,.,s )4 0 � C.uS CiwEcr1h cJ Gay., AA, - Zcon lik7G . _IS f I = ZCo \ � - 1 a4 .•, e:�t sue.►. �.t ., W Ai 101 0ato Prof. Va neitynn L+a. Shins C4 8!£”?O7, Zo:O : EOOZ, _ De z I 0 n �'m z•. -4m 3 _ m_ -4 ° o c mm o-4 =z m = c � >11 - m mvi v 00 v � m z APPR._7'2003 10:52 2064434870 swENSON SAY FAGEI Olcp haf_ ors r ___ 1 4.'r qi) 4 1r , \-3 , / es roclv F • '°') Z '1 6 2 % C..L r+\ =1476 P.005/007 '' OLB h•Chh•902 10.4 Zi29•fhh•907. 3, 1110 tam VM• Amos. OOt M!' .• flU AV pi141 412 NOIiV1lOddCD DNI1133N10N3 1VNl13lyii V 13 DV3 JIBS NOSN3MS SSxo,ZM '�sv� • Ol- 11M `. AC N sol • f6 • 1 1 mi• rtir SWENSON SAY FAGET A [ STRUCTURAL ENG.NiifRING CORPORATION 2j24 Third Avanuo • Suily 100. Saanle' WA 98121 Oflle : 716.441.6212 Far: 206.443.4870 CO!900'd 90tr Projcci M YI 1 4- ra_ DER .AN, CANr Leg..1 m.tu na verrb\,.. w 2.& -ea�ty tz t .� 4 ustlszcv wK..Ia Data PIDJ. N6. 2. Shim L30i. AWT PIOSN3.:S OLBC£whAZ Z5:0: £OOZ.L:'dad 0\tFeJc /ytt 1.LheAa.'tk- , w /(4? $/Scb 4301 c�4 d lir ram LOC!LOO'c 90I; SWENSON SAY FAGET A STRUCTURAL CNGINCCRING CORPORATION 21k4 7hvd Avenue Suite 100 .Seattle. WA 98121 206.443.6217 Far: 206.443.4870 /(01061 �rr" N ∎_,- Nib 4.1 %S(.t.IAb o�Ir P101. NO T4t>tL 3 Sheet b_9K: I..fS N3SA2A5 OLotEMOZ BS :OT ?,QOZ,..t'' -'cd November 4, 2003 Terry Course 899 West Main Street Auburn, WA 98001 RE: Permit Application No. M03 -062 400 Southcenter Mall Dear Permit Holder: City of Tukwila Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection 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 provisions 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, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to December 9, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. M03 -062 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: M03 - 062 DATE: 4 - - PROJECT NAME: SEARS ROEBUCK AND COMPANY SITE ADDRESS: 400 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: 4 Ge' --f2 Building Division • Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fr Incomplete TUES /THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: PERMIT G00RD COPY PLAN REVIEW /ROUTING SLIP Structural Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28 -02 M' 7 "k- 5-- Fire Prevention • -03 Planning Division Permit Coordinator pt. DUE DATE: 5 -1-03 Not Applicable C Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 5 -29-03 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1-z JU 0 0 W 0 V) ILI J = � w O u- a . d = — _ z� 1= w uj U� O N 0 I— ww ..z Ltj _co 0 I— z ■ 1 1 1 1 1 1 I 1 II 11 )II 11 l 1I II 1I 11 11 II iI 11 II i {r= -r 1 r� 1 r -1r 1r l� s9 99 a zP rV o 3 Y boo oV 0 J LU � � I T ' FT F 11 �� , i II I f i {i 11 t II II II II II I i i 1 II 11 t 11 I I 11 II Ii 11 �I 1 iI - I f. 1 � I I �fl li 11 I I iI 1 I II 11 l i LJLJLJLJL— L-JLJLJ LI LJ LJL_J' r r - tr - 1 r r - � r--, II I' II 11 II l II II If 1 it II 1 I .i I I ( II 1� 1= L L- L z9 1; II II II , 11 i II II 11 II 11 II I II 11 II •1 II iI iI 1 11 Ii If II VII 11 it II II Il II 11 ii JLIL...1LJLJL_JL.JLJLJLJ LJLJL r ..3•o;, .sr t 11 1 I I 1 11w ; 1 II it 1 ti I I I . 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