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Permit D99-0125 - Nordstrom - Warehouse
Nordstrom Warehouse City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS•B,EFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT.THEIR'OWN RISK. Parcel No: 262304-9118 Address: 1020 ANDOVER PK W Suite No: Location: Category: AWSE Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 00.1 Setbacks: North: Water: N/A Wetlands: Contractor License,' DEVELOPMENT PERMIT South: S e w e r ' : :; ; .. N slopes "N KELLYTI148CR • Permit Center Authorized Signature: Occupancy.: • UBC: Fire Protection: E ast: .0 West: OCCUPANT NORDSTROM WAREHOUSE 1020;ANDOVER`PK W, TUKWILA WA 98188' OWNER SSA= POR'T'INVESTMENTS INC ,5319 SW WESTGATE DR," "• OR 97221 CONTACT DON .QUACKENBUSH ' 1 2 01'9,1 - HIRD; AV #200, SEATTLE, WA 98121 CONTRACTOR`KELLY THOMAS INC 3402 C ST NE, SUITE 209, AUBURN WA 98002 **" k********:*,**.******"***************:******* k*********** " * * **;k * * * *'*** * * * * * * * * *•k * * *' Permit Description MINOR DEMOLITION, ADDITION OF NEW TOILET ROOM, INSTALLATION OF MATERIAL'S HANDLING' EQUIPMENT. DETECTOR`DOUBLE VALVE ASSEMBLY SHALL BE INSTALLED UNDER A SEPARATE ''PERMIT. * * *A * ** *** * *;'k * * * *(t ** ** *•y * * * Mfr*************************• k** k** * * * *,k * * * * * ** *•k * *k* *:l• * ***A Constructi.on Valuation: $. 125,000.00' PUBLIC WORKS PERMITS: *(Water Meter". Permits Listed Separate) Eng. Appr: Curb Cut (Acces's /Sidewalk /CSS: FireLoop: Hydrant: T 1oo ` d Control Zone: Hauling: Start .Time: Land Altering: Land Irr igat ion: Moving Oversized Load: Start Time San i tary';'.Side No : Sewer Main Extension: Pr-ivate: S tor Dra i nage : Street: Use: Water Main Extens ion: Private;- Public: * A************** k********************************* * itr' k**** * * *:k *•k * ***k * * **kk* * *•k * * ** *) TOTAL DEVELOPMENT PERMIT FEES: 1;875.19 *************** k***** k* k****************** k**** k******** k• k* *•k * * * *k•k* * *•k **'k* * **•A I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit cancel the provision of any or the performance of work. development •-rm t Signature Print Name: Permit No: Status: Issued: Expires: Streams: (206) 431-3670 D99 -0125 ISSUED 06/01/1999 11/28/1999 WAREHOUSE 1997. SPRINKLERE,D /AFA 0 206- 441 -1106 253- 735 -3928 .00 Date: does not presume to give authority to violate or other state or local laws regulating construction I am authorized to sign for and obtain this Date: 6,/_. 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. the... ddrre s ' 1020 ANDOVER - PI; W Permi ` : No D99. -01'2 Su I to y. errant Status ISSUED. T ype; ..DE:VP. Appl ied: ed 114 9 P {r col # ;2 -911F Issu• ll'f.11199 . I+* k:k4: *9e k **-k *.* * ** k* k, *•k'k ** k kls., * * *•k'Ar k* k * * *•k k* lc' 'k•kk*•k`k er'mi:t . Cond i t.i ons No ch'an ge's w,i l l b e made to ;016 t:he ` 1; 'c p :l aris unless 'Engin.eer and the TuF wi la BuiJ.din.g: Qi.vii�ion All permits, .insp react t;ds: tiandF app { t oiled plans Thal l h' • vai;lable at t he ,job site ° p�t " ior to tlhef a, t 7,of :'anv i ron tr uct ion,. These t ou .a re fo ..be me:i ntasi�?n, d and .ava i l b l e :unti 1 t ipa'i�7~lth!pectri o approval t _granted � l ect rt i ca l pet iif t_ a 3h 11/4l� be +ob`xta fn thrtiur0he' Washington :' :$ a te , Division at } Labo w r {'� °a I ndustries and . #'11,; t 4:1 ectral, work -wi 1'ls n s ec d bv�, h t a t ` r >( . ? L3 `F.63O) ,�� + s: ' S K r ` f be p , r � ge ncy t 4 v ,,o .. ¢ t Plumb per i i ts, s te all be o b 4 ta, i ed :through'„ the .,ea } tt l e C ounty„fD,epartment ;ofYSPub1'i...sMeritth Plu mbi'h,g wi,l be nape+te :by :, that agency,.. di ng,,a11 : pip ` ing . ,. �29 r,', :i : i , rL .5 e s" If t {+ 1 1iic i : i.a1. worF shal bee permi i sued the leritv.V. f Tukwi Ta b , $,F ; } • Y a< Al l/Al lier unstrudti{on to be"Tdonefin corifcirnance with .app yeti plan and.reiluirenien.ts "ot t,f e Uni,for.p►' Buiil;ding Code (1 Edition) : :,as amended, y Lti9 `orm'Mechani : ,�o',d Code ( 1997 Eti: Tit io a n`d�i' a:hington Sta.t~e Energy Code x (1 99 Edition) , Vail;) i ty • r of • • Perm The i ssuance of a permit or. appruva I of plans, :.spec i f ibat i ons r• °;and: rcanmputat .'shall 1 not be con ,; sttu,e to�be t.a permit ttar, ?o r.;,,- an approval of, any vin.l of is }i,Y of €he"'. prow ls:i-.o►bs o.f th`e . bul d:i `f 'rig code : or an of4 y 4 othe'l d d ofance of the .jur Nip permi • pr,esumi .g i v* + r l autti „o tv{' „,to v ial ate or caiise the„,pr o v i i.i on ; of i thsi s codzi sha 1, l 'b ,e valid � t , � � ti £� 'ti It shall • be • Vs!' it i;ed 'in wri t ing ; . i tor the.-'C.r,tsr :. t x h rites Inspe'at that the f i re loop systeni. fdor, the .;contain' . -.a State,,Depar�tment of{ „ uappjoaved • de+tec:.tor,” ,, double ''' t ''` �'' q���c.k v as,s�emb1y This shal i ;be done,�prior� , t4� the . F i na�l;` :I,rispect i,on . APPLICANT SHALL. �:IMSTALL AY�:"D OCVA: `7,r` UNDER A SEi?11,RATE PERMIT, LETTER''OF:,',COOMMITTMENTp'UN FINE:'' • THIS PERMIT�•SHALL .,BE. SIGNED Q AFy IS IN PLACE , 4i Project Name/Tenant: 1�hF.a R6MoDSL /�Oi�TRoM Vale tr ` Site Address: City State /Zip: I a20 AaDov�t P.n ►r T�fKw��.�,1 /a8 T r �j roe '- Property Owner: �.�,v Res a+F.�c.o ToP �+sc�c. G?�v�'�tv�i rt Pone: &) 1W Street Address: rd � � 9741t1 City State /Zip: ki rri ' D t �f ?saes F #: O Zs) Szz -8ag97 Contractor: Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Phone: Street Address: City State /Zip: Fax #: Architect: Scarf A 14.0 A IA P'S / 4 ro Dv.I 'uvc.+c Jegtifri) Phone: 004 O il - i / ) Street Address: z 2� 4 t 9 tµl�eAtf'S. 5' 4rme C, 4? Fax c ) 4f) -1'Th Tf Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: 'D Qvi*ck 1P05*, A IA Phone* ( »ol.) 1 -1104 ol Street Address: �0 24)11 TN'1�P.� v6 . s6 i t �A to /Zip: Fax #i 24' 4'41 — 14Th c T i t Description of work to be done: M wow. DOM OW.rfrWt/ A pp /cvV 0 !C Mew . - r rAeQ t4..t 5) IM $1A4-404770.11 Q P r t 44r 4. HAAJDuburq 64P U +PP 4 r Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑Hospital El Church IR Manufacturing ❑ Motel /Hotel El Office ❑ School /College /University ❑ Other Proposed use: Cl Retail El Restaurant ❑ Multi- family ® Warehouse ❑Hospital ❑ Church a Manufacturing ❑ Motel /Hotel ❑ Office El School /College /University ❑ Other Will there be a change of use? ❑ yes 21 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ® yeses (71 no V WUSTrt)b'il E.LVt4 WiLl 86 R6..o44r6 Existing fire protection features: ® sprinklers 9 automatic fire alarm El none ❑ other (specify) Building Square Feet: /20 Fisting 5 existing Area of Construction: (sq. ft.) A rrp. 3P. Will there be storage of flammable /combustible hazardous material in the building? El yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TLI V WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. CTPERMI T.DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKSSITE/CIVIL PLAN REVIEW OF THE FOLLOWING:. (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping El Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Sanitary Side Sewer #: El Sewer Main Extension El Storm Drainage ❑ Street Use ❑ Water Main Extension El Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous El Flood Control Zone ❑ Hauling El Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: 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. DatQ a{ licalioyaccei i Date a afacption e e qq AppllcatjaQ then by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: Phone: Fax #: Address City /State /Zip • ALL COMMERCIAUMULTI -FAMI Y TENANT IMPROVEMENT /ALTS ` TION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of.use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and spepies (exterior changes or change of use only) . 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor, elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE 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. CTPERMIT.UDC 1/29/97 TM i s .Payment 4*kk#*14k444A**4*. 4 •k4*•k1•kh * *hAk*k A*Ak : 4•k1•Ek44k?I*51*A ),A4Ak*, T'� QF TUKR I LA wA TRAN3MI A•• fi. A •*.k- A/F k•kAk.*kf *•A•kk:4..•k•h+A • .• h fi 4kAkAkAkA *A A R4NSM1T :,Number : :R98u0U ?5 Amount.. ;.: i' 06/01/99,13:31 Payment Mrthai1 a, NECI( Uo•bat i an c `i4ORf3STR.AM In i t: TLl3 Pei ^mit o.:.1)9'1 012'. ,;.•Tape : DEVp1:RM DEVI *LOPMEUT PERM4I'f Parcel•:;,NA .,:2x2304 -5118 . i,te ; Address: ;: 1020 AN!)O.VER PI( To al' 1,875.19 1, 1 38w?5 :Total ALL Pmts.: 1 1 alance: U{) '.14A * ki144• A �kA' sk . �F aFAA•k *A *'A * **A**)14rAvi** ,A hAk* o1 Ad .1kAAtk * *44- * *AliA 4•:1�: 'A.ccnu,nt Cade Description Amoun 000/37.2.'o..UO BULI:p]:NG .- NONRES .0001313.(4 ;904 S•fArE DUILL)fl aURCHARGE 44'0 .. w. .'�M.. _ w. w• w. _ w r . r w. w. r • w, v. r. _ w. w... r w w... w r .- _ r w u. .- w. w. w .- w. r .. ... _ w .•• ... w r .'. .. _ • „ ,•-: .• ...• -: • •..., .'•••• " :• •••• ,,•, ■.• . . • • 2557 04/20 9117 TOTAL 736.94 Pr je ct: t J o r et 5 - h 10 I'. i /I I - l Type of n pection:.... � - � 1 n / F i r tc 1 Addressi.. U2o Ar> ,l over Pk W Date call d: ` f : 2-1- cl `i Special instructions Date wanted: 1- 28`q G p.m. Requester. la rrlrrly Phone: X 16 / INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. - (206)431 -3670 Corrections required prior to approval. COMMENTS: -1(.1/1qf ,-CkArtk v."A, Inspector: Date: I 2..1,117 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: ) I Li ( f, _ ` Type of Ins r %. Addr K , Date cal le • ffaillil Special instructiois: \'.4e l Y Date wanted: t p� l p.m. Requester: "t Phoney � s(/a INSPECTION NO: CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 .A pproved per applicable codes. n Corrections required prior to approval.. COMMENTS: af.„ rfA4 AP ,.. , :arira■�.��rsri IMPTartgre 0 $47. • REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calrto schedule reinspection. Receipt No: Date: 7�: COMMENTS:: fLi �- 6i ( pet `f�v4e ?/%1 poog- woop S a Add s: InI @Ut5T &{ , T t> Do )(tor T) ;(C- F tigg Acr v4r t O1IL 6 pea_ V e-Q-( ee4 i 17 PLA Ls a.14 / JL/ - Ie/© S P � a.m. Requester: f" /I / _ / . Project: k nspµe/cktior Date called: 0a a Add s: InI Special instructions: A Date wanted: � / ? � a.m. Requester: f" in ....�� Phon / 7 t � --. 75 — INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION .6300.Southcenter Blvd, #100, Tukwila, WA 98188 • 1. % • • t }. . Inspect proved per applicable codes. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. 7 /r /9Y fi Pr t: W Tyke of Inspect{ n: Al. screko \O Address:.: \o AYV )0 s k k) Date ca ed: to - ,A -qq Special instructions: ate wanted: //�� - of C ' ci c P .m. Requester: -ba ,t 1 Phone: . 40140 0 in ``1 0 I bssoI PERMIT NO. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 r applicable codes. (206)4311.3670 Corrections required prior to approval. COMMENTS: iA)72/ 1 /,v770-,-4e72_ • 1ti ofi 0 $47.00 REINSPECTION FEE REQUIRED. Prior to insp ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Date: Receipt No: Project: 1 . ^ Type of Insp Mat/ Adore ,/I _ tirtu x ) Date called: • 6( ZZ S ecial instructions: C (I -, Date wanted: a. Requester: acre i _ ` _ Phon y - 75t0-- 74 b / INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: p4/�r S Z. L oc io 7T rr, p 50 11.04706 M , Date: Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM City of Tukwila John W Rants, Mayor Permit No. K Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Retain current inspection schedule , Needs shift inspection Rev. 2/19/98 7/ /79 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 • Prepared by: AF FMAN NGINEERS 1601 Fifth Avenue, Suite 900 Westlake Center Office Tower Seattle, Washington 98101 (206) 623-0717 cirr APR 20 1999 es PERMIT CENT am-0125 Nordstrom — Tuckwilla Warehouse . "TOTES" (approx. 40 lbs/ tote) 3. Typical bracing 2. Horizontal to vertical member connection 4. Overall view 4/15/99 • 476: 77-,e 71...62L7 212. 4 PE,Q pc.e-47- -er r\ -7ao +.t M 7(3 12 COFFMAN NGINEERS WWI locatlai Want S70 ,c A 6r: "no 4 b r t datdad data saint no. lob no. COFFMAN N G I N E E R S mod AJOia 94.1 dant Srog GE by / 9 chocked data sheet no. job no. ,4c,c sf/otzT D 12 C7 /4.7") : /3 /z.AC.o l`J2.4 el a a3 /h /.c$ 2 C c COFFMAN /3/, 7 7,3/ It6i ,IRcc0„1 7, / -4.; (/. 7 )6/2. ice► « k > G3 / f s //s5 < 7 /rr Po sr kc y3 /� G AP = = /0 6 S 7 0,0 /S i./v.J - se. , c.J o E,2 S ? /re . LV - J 4 06,44p ( 5, Sw•a`/ /A)/// 3 /7E ) /y'/ r ' ; = 79,I 4 /3 / Y S7go. ,4 C wood N ott' O S T,42.) 0"1 i vk time .4 client TC e b / +'v Wicked cat. shut no. job no. /46 4T c,J £c r� s 7/Z6J6 1/ of 04,17Er, 645 VE/ s 30.o,! ,GE,'"//= , G (?3 AFOFFMAN N G I N E E R S 2,07 /c > IG aa.p /✓oR O ` ' g ✓" 1 aca..n 7vc sr 1,- /4 t. s ST0, 444 Zstces by TG) dais 7/7 checked dais CVc .heel no. job no. Za>.•)Z, 1.)/ie,c7 5" 6 ‘17 AF OF FMAN NGINEERS •• 1, -. - --- /, z 2.4 /g, 3 . d,42 2 47a 4, , ) -- /4> • -- /03 4-.4.; . p 4 Aoz,1 e / .97 • 4&) .4,01 =- 9,041t _ • 1 ,9 , < / 3 • II. • / • fre. /4p, • 9 o6 pm Ak t. acad. 67 :FA e• 4,29 /64 e by / chodod dal, shoot no. MI no -.2228 Nordstrom. Tuckwilla Warehouse Storage Racks Solution: LC 2 dead+seismic(x) Member y Shear Forces, K Nordstrom. Tuckwilla Warehouse Storage Racks -.5519 -.6942 -.09745 Solution: LC 2 dead+seismic(x) Member z Bending Moments, K-ft .6288 00278 -.626 -.3074 .619 296 1 089 -.9373 -.1666 1 Z X As c770"-) Peo P E E17 vEter,/c,a 6 Po t../4.4x , ,e/s \ 1 Z //.4 1 zty,,4x)(,/e,$) t4- 2 /12CY ,7s) , 'VC y rro P 97 1• Ts ( "4:d few) 4 1. 2 .% .. .. 7 :4 . ) : • , 9 7 / 3 • " 2 1 ?. -.7 34 /0 2 (,12.<Yhe•ZSY,c502,5; Z. e/a2,..:, 1: 71 = Z /97 3 •••• t77117-3-7 .G 7 ,A 4./ 1 , )(4 7 .* 94/ /1,4 „E ncHylAN N751 NEER5 {Queen ert,. 4-4,Yee,4 704461 ZAl tee, by 774' date de/A" 9 checked bate sheet no. job no. ••• ./64 )e/6 • 1, • • e.47 Ay/ : 2 S A COFFIVIAN NGINEERS /2. .~ ••••••? . 92 /vt • 40 / r , -0 /.E-e et ..5.0" A = 2 •').1 /0e tr s/2 frt A = /S4 44 (5 • el .° 4, /at. • 61 r M / 35 /0/ 409 /0C • .2.. .C* 2s" ".; /77 /...1 I&4 oloct Ah.2eoirde.,01 cadon 7"ack t.1/4t diem 57 -nu) cum 4 / chocked dais 2 shall no. OD PO. A EOFFMAN NGINEERS aW.et /1)e" rjTtrc�✓�) location ?'D c4)i44.4 by Ti,J checked date sheet no. hob no. Nordstrom. Tuckwilla Warehouse 9 Storage Racks 12 5. 21 Nordstrom. Tuckwilla Warehouse Storage Racks RISA -3D (R) Version 3.0 Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 Nordstrom, Tuckwilla Warehouse Storage Racks Units US Standard Steel Code AISC 9th Edition Allowable Stress Increase Factor 1.333 Include Shear Deformation Yes Include Warping Yes No. of Sections for Member Calcs 5 Do Redesign Yes P -Delta Analysis Tolerance 0.50% Vertical Axis Y Material Young's Label Modulus Ksi STL33 29000.00 SHELF 0.01 Section Label BM Hi COL BRC BLC No. 1 2 3 Member 31 33 32 34 Member 7 8 Database Material Shape Label dead seismic (x) seismic (y) Joints I J 21 25 23 27 Joints I J < Materials (General) > Shear Poisson's Thermal Modulus Ratio Coef. Ksi 10"5 °F - 11154.00 0.3000 0.65000 0.01 0.3000 0.65000 STL33 STL33 STL33 < Basic Load Case Data > Basic Load Case Load Type Totals Description Nodal Point Dist. Surface 22 26 24 28 7 21 8 25 < Member Distributed Loads, BLC 1 > Load Pattern Pattern Label Multiplier UNIFORM UNIFORM UNIFORM UNIFORM < Member Point Loads, BLC 2 > Direction X X < Sections > As As Area yy zz in 1.16 1.2 1.2 0.97 1.2 1.2 0.42 1.2 1.2 I I yy zz in in 1.39 1.59 0.44 1.44 7.3e -2 1.77e -1 0.0240 0.0240 0.0720 0.0720 ASD Job . Page: Date: File: Weight Density K /ft3 0.490 0.010 4 4 1 4/16/99 RACK Magnitude Location K,K-ft ft or % 0.176 0.580 0.176 0.580 4 Yield Stress Ksi 33.00 0.01 Torsion T J C in 2.22 1.00 1.00 Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 Nordstrom, Tuckwilla Warehouse Storage Racks Member 22 23 18 Joints I J 17 22 Joints Member I J Joint X in 1 U 0.000 L 0.000 2 U 0.000 L 0.000 3 U 0.111 L -0.005 4 U 0.113 L -0.005 5 U 0.571 L -0.008 6 U 0.582 L -0.008 7 U 0.840 L 0.005 8 U 0.854 L 0.005 X 26 X 7 7 21 Z 8 8 25 Z • 22 17 22 Z 23 18 26 Z No. Description 1 dead Y 2 dead +seismic(x) Y 3 dead +seismic(y) Y RISA -3D (R) Version 3.0 < Member Point Loads, BLC 2 > Direction Magnitude K, K -ft 0.176 0.176 < Member Point Loads, BLC 3 > Direction Magnitude K,K-ft 0.176 0.176 0.176 0.176 < Load Patterns > Pattern Magnitudes Label Dir Start End K /ft,F K /ft,F UNIFORM Y -1.000 -1.000 < Load Combinations > BLC Fac BLC Fac BLC Fac -1 - 1 -1 2 0.000 3 0.000 2 0.000 3 0.000 2 0.000 3 0.000 2 0.000 3 0.000 2 0.000 3 0.000 2 0.000 3 -0.003 2 0.000 3 -0.001 2 -0.001 3 -0.003 3 2 2 3 3 2 2 3 3 2 2 3 3 2 2 3 1 1 1 1 2 1 1 3 0.000 0.000 0.000 0.000 0.020 0.000 0.019 0.000 0.027 0.001 0.027 0.001 0.034 0.000 0.034 0.000 1 1 < Envelope Displacements > Translation + lc Y lc Z lc Rx lc in in rad 3 0.00240 2 0.00001 3 0.00231 2 0.00001 3 0.00183 2 0.00001 3 0.00177 2 0.00002 3 0.00001 2 - 0.00040 3 - 0.00001 2 - 0.00036 3 0.00073 2 0.00000 3 0.00073 2 - 0.00001 Job . Page: 2 Date: 4/16/99 File: RACK Location ft or % 0.580 0.580 Location ft or % 0.580 0.580 0.580 0.580 Locations Start End ft or % ft or % - -- 0.000 0.000 BLC Fac BLC Rotation Ry lc rad 3 0.00105 2 - 0.00045 3 - 0.00002 2 - 0.00054 3 0.00105 2 - 0.00045 3 - 0.00002 2 - 0.00054 2 0.00027 3 - 0.00013 2 - 0.00002 3 - 0.00054 3 0.00058 2 0.00005 3 0.00003 2 - 0.00012 RWPE Fac SSdv Rz lc rad 2 0.00062 3 - 0.01232 3 0.00062 2 - 0.01259 2 0.00057 3 - 0.01219 3 0.00057 2 - 0.01246 2 - 0.00079 3 - 0.00825 3 - 0.00077 2 - 0.00836 2 0.00040 3 - 0.00464 3 0.00041 2 - 0.00470 y y 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 Joint X in 9 U 0.971 L 0.006 10 U 0.988 L 0.005 11 U 0.000 L 0.000 12 U 0.000 L 0.000 13 U 0.122 L 0.005 14 U 0.124 L 0.005 15 U 0.588 L 0.008 16 U 0.599 L 0.008 17 U 0.829 L -0.005 18 U 0.844 L -0.005 19 U 0.960 L -0.006 20 U 0.978 L -0.005 21 U 0.926 L 0.000 22 U 0.926 L 0.000 23 U 0.632 L 0.000 24 U 0.632 L 0.000 25 U 0.942 L 0.000 26 U 0.942 L 0.000 27 U 0.644 L 0.000 28 U 0.644 L 0.000 Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 � RISA -3D .Nordstrom, Tuckwilla Warehouse Storage Racks < Envelope Translation lc Y lc in 2 0.000 3 3 -0.001 2 2 -0.001 2 3 -0.003 3 2 0.000 3 3 0.000 2 2 0.000 2 3 0.000 3 2 0.000 3 3 0.000 2 2 0.000 2 3 0.000 3 2 0.000 3 3 -0.002 2 2 -0.002 2 3 -0.003 3 2 0.000 3 3 -0.002 2 2 -0.002 2 3 -0.003 3 2 0.000 3 3 -0.002 2 2 -0.002 2 3 -0.003 3 2 0.000 3 3 -0.001 2 2 0.000 3 3 -0.002 2 2 0.000 3 3 -0.001 2 2 0.000 3 3 -0.002 2 2 -0.001 2 3 -0.003 3 2 -0.002 2 3 -0.003 3 2 -0.001 2 3 -0.003 3 2 -0.002 2 3 -0.003 3 (R) Version 3.0 Z lc in 0.038 3 0.000 2 0.038 3 0.000 2 0.000 3 0.000 2 0.000 3 0.000 2 0.020 3 0.000 2 0.019 3 0.000 2 0.027 3 0.002 2 0.027 3 0.002 2 0.034 3 0.001 2 0.034 3 0.001 2 0.038 3 0.001 2 0.038 3 0.001 2 0.043 3 0.001 2 0.043 3 0.001 2 0.025 3 0.001 2 0.025 3 0.002 2 0.043 3 0.000 2 0.043 3 0.001 2 0.025 3 0.000 2 0.025 3 0.002 2 Displacements > Rx rad - 0.00002 - 0.00037 0.00002 - 0.00039 0.00240 0.00004 0.00231 0.00004 0.00183 0.00005 0.00177 0.00004 - 0.00001 - 0.00040 0.00002 - 0.00036 0.00073 - 0.00001 0.00073 - 0.00001 0.00003 - 0.00037 - 0.00001 - 0.00039 0.00000 - 0.00012 0.00001 - 0.00012 0.00001 - 0.00021 - 0.00002 - 0.00021 0.00000 - 0.00013 0.00001 - 0.00013 - 0.00001 - 0.00018 0.00000 - 0.00018 Job : Page: 3 Date: 4/16/99 File: RACK Rotation lc Ry lc rad 2 0.00011 3 0.00002 2 0.00015 3 - 0.00023 3 0.00196 2 0.00045 3 0.00002 2 - 0.00050 3 0.00196 2 0.00045 3 0.00002 2 - 0.00050 2 0.00053 3 0.00013 2 0.00002 3 - 0.00050 3 0.00049 2 - 0.00005 3 - 0.00003 2 - 0.00018 2 0.00008 3 - 0.00002 2 - 0.00015 3 - 0.00052 2 0.00011 3 0.00002 2 0.00008 3 - 0.00002 2 0.00012 3 - 0.00007 2 0.00026 3 0.00007 2 0.00006 3 - 0.00004 2 - 0.00006 3 - 0.00017 2 - 0.00001 3 - 0.00022 2 0.00001 3 - 0.00021 2 3 3 2 2 3 3 2 2 3 3 2 2 3 3 2 2 3 3 2 2 3 3 2 2 3 2 3 2 3 2 3 3 2 3 2 3 2 3 2 Rz lc rad - 0.00030 3 - 0.00250 2 - 0.00028 3 - 0.00258 2 - 0.00062 3 - 0.01355 2 - 0.00062 3 - 0.01382 2 - 0.00057 3 - 0.01334 2 - 0.00057 3 - 0.01361 2 0.00079 3 - 0.00667 2 0.00077 3 - 0.00682 2 - 0.00040 3 - 0.00545 2 - 0.00041 3 - 0.00553 2 0.00030 3 - 0.00190 2 0.00028 3 - 0.00203 2 - 0.00030 3 - 0.00249 2 0.00030 3 - 0.00189 2 - 0.00127 3 - 0.00687 2 0.00127 3 - 0.00433 2 - 0.00030 3 - 0.00254 2 0.00030 3 - 0.00195 2 - 0.00127 3 - 0.00695 2 0.00127 3 - 0.00442 2 Joint X lc K 1 U 0.05 3 L -0.13 2 2 U 0.04 3 L -0.13 2 11 U -0.05 3 L -0.22 2 12 U -0.04 3 L -0.22 2 Tot: U 0.00 3 L -0.70 2 RISA -3D Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 Nordstrom, Tuckwilla Warehouse Storage Racks Mehber Sec Axial lc K 1 1 U 1.43 3 L 0.28 2 2 U 1.43 3 L 0.28 2 3 U 1.43 3 L 0.28 2 4 U 1.43 3 L 0.27 2 5 U 1.43 3 L 0.27 2 2 1 U 0.28 L -0.28 2 U 0.28 L -0.28 3 U 0.28 L -0.28 4 U 0.28 L -0.28 5 U 0.28 L -0.28 3 1 U L 2 U L 3 U L 4 U L 0.27 0.16 0.27 0.16 0.27 0.16 0.26 0.16 Forces Y lc K O .28 2 -0.28 3 1.43 3 0.28 2 O .88 2 -0.28 3 1.43 3 0.88 2 2.31 3 2.31 2 2 0.13 3 -0.05 2 0.13 3 -0.05 2 0.13 3 -0.05 2 0.13 3 -0.05 2 0.13 3 -0.05 2 0.13 2 3 -0.05 3 2 0.13 2 3 -0.05 3 2 0.13 2 3 -0.05 3 2 0.13 2 3 -0.05 3 (R) Version z K 0.00 - 0.18 0.00 - 0.17 0.00 -0.18 0.00 - 0.17 0.00 - 0.70 < Envelope Shear y -y lc K 0.13 2 - 0.04 3 0.13 2 - 0.04 3 0.13 2 - 0.04 3 0.13 2 -0.04 3 0.13 2 -0.04 3 lc 2 3 2 3 2 3 2 3 2 3 Section Shear z -z 1 K 0.00 2 - 0.17 3 0.00 2 - 0.17 3 0.00 2 -0.17 3 0.00 2 -0.17 3 0.00 2 -0.17 3 2 0.00 2 3 -0.18 3 2 0.00 2 3 -0.18 3 2 0.00 2 3 -0.18 3 2 0.00 2 3 -0.18 3 2 0.00 2 3 -0.18 3 0.04 3 0.00 2 0.04 3 0.00 2 0.04 3 0.00 2 0.04 3 0.00 2 3.0 < Envelope Reactions > Mx K -ft O .00 0.00 O .00 0.00 0.00 0.00 0.00 O .00 t 4 Forces > c Torque lc K -ft 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 Moments lc My lc K -ft 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 2 - 0..01 3 0.02 2 - 0.01 3 0.02 2 -0.01 3 0.02 2 -0.01 3 Job : Page: 4 Date: 4/16/99 File: RACK Moment y K -ft 0.00 O .00 0.00 - 0.03 O .00 - 0.06 O .00 -0.10 O .00 -0.13 2 0.00 2 0.00 2 0.00 2 -0.03 2 0.00 2 -0.07 2 0.00 2 -0.10 2 0.00 2 -0.14 0.00 2 -0.14 3 0.00 2 -0.10 3 0.00 2 -0.06 3 0.00 2 -0.02 3 Mz lc K -ft 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 Moment lc z -z lc K -ft 2 0.00 2 2 0.00 2 2 0.01 3 3 -0.02 2 2 0.02 3 3 -0.05 2 2 0.02 3 3 -0.07 2 2 0.03 3 3 -0.10 2 2 0.00 2 0.00 2 0.01 3 -0.02 2 0.02 3 -0.05 2 0.03 3 -0.07 2 0.03 3 -0.10 0.03 - 0.09 0.07 -0.20 0.11 - 0.32 0.15 - 0.44 2 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 (. Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 .Nordstrom, Tuckwilla Warehouse Storage Racks RISA -3D (R) Version 3.0 Member Shear Shear Sec Axial lc y -y lc K K 5 U 0.26 2 0.13 2 L 0.15 3 -0.05 3 4 1 U 1.43 3 0.13 2 0.04 3 L 0.27 2 -0.04 3 0.00 2 2 U 1.43 3 0.13 2 0.04 3 L 0.27 2 -0.04 3 0.00 2 3 U 1.42 3 0.13 2 0.04 3 L 0.27 2 -0.04 3 0.00 2 4 U 1.42 3 0.13 2 0.04 3 L 0.26 2 -0.04 3 0.00 2 5 U 1.42 3 0.13 2 0.04 3 L 0.26 2 -0.04 3 0.00 2 5 1 U 0.26 2 0.13 2 L 0.15 3 -0.05 3 2 U 0.26 2 0.13 2 L 0.15 3 -0.05 3 3 U 0.26 2 0.13 2 L 0.15 3 -0.05 3 4 U 0.26 2 0.13 2 L 0.15 3 -0.05 3 5 U 0.26 2 0.13 2 L 0.15 3 -0.05 3 6 1 U 0.59 3 0.13 2 L 0.25 2 -0.04 3 2 U 0.59 3 0.13 2 L 0.25 2 -0.04 3 3 U 0.59 3 0.13 2 L 0.25 2 -0.04 3 4 U 0.59 3 0.13 2 L 0.25 2 -0.04 3 5 U 0.59 3 0.13 2 L 0.25 2 -0.04 3 7 1 U 0.15 3 0.07 2 L 0.07 2 -0.11 3 2 U 0.15 3 0.07 2 L 0.07 2 -0.11 3 3 U 0.15 3 -0.11 2 L 0.07 2 -0.11 3 4 U 0.15 3 -0.11 2 L 0.07 2 -0.11 3 5 U 0.15 3 -0.11 2 L 0.06 2 -0.11 3 0.00 2 -0.16 3 0.00 2 -0.16 3 0.02 3 0.00 2 0.02 3 0.00 2 0.02 3 0.00 2 < Envelope Section Forces > 0.00 3 0.02 2 -0.01 2 -0.01 3 0.00 3 0.02 2 -0.01 2 -0.01 3 0.00 3 0.02 2 -0.01 2 -0.01 3 0.00 3 0.02 2 -0.01 2 -0.01 3 0.00 3 0.02 2 -0.01 2 -0.01 3 0.01 2 0.00 3 0.00 3 -0.04 2 0.01 2 0.00 3 0.00 3 -0.04 2 0.01 2 0.00 3 0.00 3 -0.04 2 0.01 2 0.00 3 0.00 3 -0.04 2 0.01 2 0.00 3 0.00 3 -0.04 2 Job . Page: 5 Date: 4/16/99 File: RACK Moment Moment z -z lc Torque lc y -y lc z -z lc K K -ft K - ft K -ft 0.04 3 0.02 2 0.02 3 0.19 3 0.00 2 -0.01 3 0.00 2 -0.55 2 0.00 2 0.00 2 0.00 2 -0.13 3 0.00 2 0.00 2 0.00 2 -0.09 3 0.00 2 0.00 2 0.00 2 -0.05 3 0.00 2 0.00 2 0.00 2 -0.01 3 0.00 2 0.02 3 0.00 2 0.00 2 0.03 3 - 0.09 2 0.07 3 -0.21 2 0.11 3 -0.33 2 0.15 3 - 0.45 2 0.19 3 - 0.57 2 0.02 3 0.19 3 0.00 2 -0.55 2 0.03 3 0.20 3 0.00 2 -0.58 2 0.03 3 0.21 3 0.00 2 -0.60 2 0.03 3 0.22 3 0.00 2 -0.62 2 0.03 3 0.22 3 0.00 2 -0.64 2 0.02 3 0.00 2 0.02 3 0.00 2 0.02 3 0.00 2 0.02 3 0.00 2 0.02 3 0.00 2 0.20 3 -0.57 2 0.21 3 - 0.59 2 0.21 3 -0.61 2 0.22 3 - 0.63 2 0.23 3 -0.65 2 0.02 2 0.03 3 -0.02 3 0.00 3 0.00 2 -0.33 2 0.02 2 0.00 2 0.04 3 0.00 3 -0.05 3 -0.36 2 0.02 2 0.00 2 0.10 3 0.00 3 -0.05 3 -0.31 2 0.02 2 0.00 2 0.16 3 0.00 3 -0.04 3 -0.26 2 0.02 2 0.00 2 0.21 3 0.00 3 -0.03 3 -0.20 2 RISA -3D (R) Version 3.0 Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 Nordstrom, Tuckwilla Warehouse Storage Racks M ember Sec Axial lc K 8 1 U L 2 U L 3 U L 4 U L 5 U L 9 1 U L 2 U L 3 U L 4 U L 5 U L 10 1 U L 2 U L 3 U L 4 U L 5 U L 11 1 U L 2 U L 3 U L 4 U L 5 U L 0.20 0.07 0.20 0.07 0.20 0.07 0.19 0.07 0.19 0.07 0.21 0.00 0.21 0.00 0.21 0.00 0.21 0.00 0.21 0.00 0.04 0.01 0.04 0.01 0.04 0.01 0.04 0.01 0.04 0.01 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 0.00 2 -0.16 3 0.00 2 - 0.16 3 0.00 2 - 0.16 3 0.00 2 -0.16 3 0.00 2 - 0.16 3 < Envelope Section Forces > Shear Shear y -y lc z -z K K 0.07 -0.11 0.07 - 0.11 - 0.11 - 0.11 - 0.11 -0.11 - 0.11 - 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 2 0.00 3 -0.16 2 0.00 3 -0.16 3 0.02 2 0.00 3 0.02 2 0.00 3 0.02 2 0.00 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 3 2 3 3 2 3 2 3 2 2 0.01 2 2 0.00 3 2 0.01 2 2 0.00 3 2 0.01 2 2 0.00 3 2 0.01 2 2 0.00 3 2 0.01 2 2 0.00 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K -ft r 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 3 2 3 2 3 2 3 2 3 Job . Page: 6 Date: 4/16/99 File: RACK Moment Moment lc Torque is y -y lc z -z lc K -ft K -ft 3 0.03 2 0.00 3 0.00 2 -0.05 3 0.00 2 -0.05 3 0.00 2 -0.04 3 0.00 2 -0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 2 3 -0.01 2 -0.32 2 0.04 3 -0.36 2 0.10 3 -0.32 2 0.15 3 -0.26 2 0.21 3 -0.20 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 2 3 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 w Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 .Nordstrom, Tuckwilla Warehouse Storage Racks RISA -3D (R) Version 3.0 Job : Page: 7 Date: 4/16/99 File: RACK < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 12 1 U 0.02 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 2 U 0.02 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 3 U 0.02 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 4 U 0.02 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 u L 0.00 2 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 n 5 U 0.023 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 1 ' L 0.00 2 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 x 13 1 U 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 L -0.63 3 0.00 2 0.00 2 -0.02 2 0.00 2 0.00 2 2 U 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 L -0.63 3 0.00 2 0.00 2 -0.02 2 0.00 2 0.00 2 3 U 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 L -0.63 3 0.00 2 0.00 2 -0.02 2 0.00 2 0.00 2 4 U 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 L -0.63 3 0.00 2 0.00 2 -0.02 2 0.00 2 0.00 2 5 U 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 L -0.63 3 0.00 2 0.00 2 -0.02 2 0.00 2 0.00 2 14 1 U 0.51 3 0.00 2 0.00 2 0.03 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 2 U 0.51 3 0.00 2 0.00 2 0.03 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 3 U 0.51 3 0.00 2 0.00 2 0.03 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 4 U 0.51 3 0.00 2 0.00 2 0.03 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 5 U 0.51 3 0.00 2 0.00 2 0.03 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 15 1 U 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 L -0.05 3 0.00 2 0.00 2 -0.01 2 0.00 2 0.00 2 2 U 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 L -0.0 3 0.00 2 0.00 2 -0.01 2 0.00 2 0.00 2 3 U 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 L -0.06 3 0.00 2 0.00 2 -0.01 2 0.00 2 0.00 2 4 U 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 L -0.06 3 0.00 2 0.00 2 -0.01 2 0.00 2 0.00 2 5 U 0.00 2 0.00 2 0.00 2 0.01 3 0.00 2 0.00 2 L -0.06 3 0.00 2 0.00 2 -0.01 2 0.00 2 0.00 2 16 1 U 1.43 3 0.22 2 0.00 2 0.00 2 0.00 2 L 0.88 2 0.04 3 -0.17 3 0.00 2 0.00 2 0.00 2 0.00 2 4 RISA -3D (R) Version 3.0 Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 Nordstrom, Tuckwilla Warehouse Storage Racks Member Sec Axial K 1.43 0.88 1.43 0.88 1.43 0.88 1.43 0.88 2 U L 3 U L 4 U L 5 U L 17 1 U L 2 U L 3 U L 4 U L 5 U L 18 1 U L 2 U L 3 U L 4 U L 5 U L 19 1 U L 2 U L 3 U L 4 U L 5 U L 20 1 U L 2 U L 0.88 -0.28 0.87 -0.28 0.87 -0.28 0.87 -0.28 0.87 -0.28 lc 3 2 3 2 3 2 3 2 2 3 2 3 2 3 2 3 2 3 0.87 2 0.16 3 0.86 2 0.16 3 0.86 2 0.16 3 0.86 2 0.16 3 0.85 2 0.15 3 1.43 0.88 1.43 0.87 1.42 0.87 1.42 0.87 1.42 0.86 0.85 2 0.15 3 0.85 2 0.15 3 3 2 3 2 3 2 3 2 3 2 < Envelope Shear y K 0.22 2 0.04 3 0.22 2 0.04 3 0.22 2 0.04 3 0.22 2 0.04 3 0.22 0.05 0.22 0.05 0.22 0.05 0.22 0.05 0.22 0.05 0.22 0.04 0.22 0.04 0.22 0.04 0.22 0.04 0.22 0.04 lc 0.22 2 0.05 3 0.22 2 0.05 3 0.22 2 0.05 3 0.22 2 0.05 3 0.22 2 0.05 3 0.22 2 0.05 3 0.22 2 0.05 3 Section Forces > Shear z -z K 0.00 2 -0.17 3 0.00 2 -0.17 3 0.00 2 -0.17 3 0.00 2 -0.17 3 2 0.00 2 3 -0.18 3 2 0.00 2 3 -0.18 3 2 0.00 2 3 -0.18 3 2 0.00 2 3 -0.18 3 2 0.00 2 3 -0.18 3 2 3 2 3 2 3 2 3 2 3 0.04 0.00 0.04 0.00 0.04 0.00 0.04 0.00 0.04 0.00 0.04 0.00 0.04 0.00 0.04 0.00 0.04 0.00 0.04 0.00 lc 3 2 3 2 3 2 3 2 3 2 0.01 2 0.00 3 0.01 2 0.00 3 Torque K -ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.01 0.03 0.01 0.03 0.01 0.03 0.01 0.03 0.01 lc 2 2 2 2 2 2 2 2 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 0.03 2 0.01 3 0.03 2 0.01 3 Job : Page: Date: File: Moment y K -ft 0.00 -0.03 0.00 - 0.06 0.00 - 0.10 0.00 -0.13 2 0.00 3 -0.14 2 0.00 3 -0.10 2 0.00 3 -0.06 2 0.00 3 -0.02 2 0.02 3 0.00 8 4/16/99 RACK lc 2 3 2 3 2 3 2 3 2 0.00 2 2 0.00 2 2 0.00 2 2 -0.03 3 2 0.00 2 2 -0.07 3 2 0.00 2 2 -0.10 3 2 0.00 2 2 -0.14 3 0.00 2 - 0.13 3 0.00 2 -0.09 3 0.00 2 - 0.05 3 0.00 2 - 0.01 3 0.02 3 0.00 2 0.02 3 0.00 2 0.03 3 0.00 2 Moment z -z K - ft -0.01 - 0.04 - 0.02 - 0.08 -0.02 - 0.12 -0.03 -0.16 0.00 0.00 - 0.01 -0.04 - 0.02 -0.08 -0.03 - 0.12 -0.03 - 0.17 - 0.03 - 0.16 -0.07 - 0.35 -0.11 -0.55 - 0.15 - 0.75 -0.19 - 0.94 lc 3 2 3 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 2 -0.03 3 3 -0.14 2 2 -0.07 3 3 -0.34 2 2 -0.11 3 3 -0.54 2 2 -0.15 3 3 -0.74 2 3 -0.19 3 2 -0.94 2 3 2 3 2 3 2 3 2 3 2 - 0.19 3 - 0.94 2 - 0.20 3 -0.98 2 (- RISA -3D (R) Version 3.0 Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 .Nordstrom, Tuckwilla Warehouse Storage Racks • < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 3 U 0.85 2 0.22 2 0.01 2 0.03 2 0.03 3 -0.21 3 L 0.15 3 0.05 3 0.00 3 0.01 3 0.00 2 -1.01 2 4 U 0.85 2 0.22 2 0.01 2 0.03 2 0.03 3 -0.22 3 L 0.15 3 0.05 3 0.00 3 0.01 3 0.00 2 -1.05 2 5 U 0.85 2 0.22 2 0.01 2 0.03 2 0.03 3 -0.22 3 L 0.15 3 0.05 3 0.00 3 0.01 3 0.00 2 -1.09 2 21 1 U 0.85 2 0.22 2 0.00 3 0.00 3 0.02 3 -0.20 3 L 0.59 3 0.04 3 0.00 2 -0.03 2 0.00 2 -0.97 2 2 U 0.85 2 0.22 2 0.00 3 0.00 3 0.02 3 -0.21 3 L 0.59 3 0.04 3 0.00 2 -0.03 2 0.00 2 -1.00 2 3 U 0.85 2 0.22 2 0.00 3 0.00 3 0.02 3 -0.21 3 L 0.59 3 0.04 3 0.00 2 -0.03 2 0.00 2 -1.04 2 4 U 0.85 2 0.22 2 0.00 3 0.00 3 0.02 3 -0.22 3 L 0.59 3 0.04 3 0.00 2 -0.03 2 0.00 2 -1.08 2 5 U 0.85 2 0.22 2 0.00 3 0.00 3 0.02 3 -0.23 3 L 0.59 3 0.04 3 0.00 2 -0.03 2 0.00 2 -1.11 2 22 1 U 0.24 2 0.29 2 0.00 2 0.02 2 0.03 3 0.02 3 L 0.15 3 0.11 3 -0.16 3 0.00 3 0.00 2 -0.29 2 2 U 0.24 2 0.29 2 0.00 2 0.02 2 0.00 2 -0.04 3 L 0.15 3 0.11 3 -0.16 3 0.00 3 -0.05 3 -0.44 2 3 U 0.23 2 0.11 2 0.02 3 0.02 2 0.00 2 -0.10 3 L 0.15 3 0.11 3 0.00 2 0.00 3 -0.05 3 -0.51 2 4 U 0.23 2 0.11 2 0.02 3 0.02 2 0.00 2 -0.16 3 L 0.15 3 0.11 3 0.00 2 0.00 3 -0.04 3 -0.57 2 5 U 0.23 2 0.11 2 0.02 3 0.02 2 0.00 2 -0.21 3 L 0.15 3 0.11 3 0.00 2 0.00 3 -0.03 3 -0.63 2 23 1 U 0.24 2 0.28 2 0.00 2 0.00 3 0.03 3 0.01 3 L 0.20 3 0.11 3 -0.16 3 0.00 2 0.00 2 -0.30 2 2 U 0.24 2 0.28 2 0.00 2 0.00 3 0.00 2 -0.04 3 L 0.20 3 0.11 3 -0.16 3 0.00 2 -0.05 3 -0.45 2 3 U 0.24 2 0.11 3 0.02 3 0.00 3 0.00 2 -0.10 3 L 0.20 3 0.11 2 0.00 2 0.00 2 -0.05 3 -0.51 2 4 U 0.24 2 0.11 3 0.02 3 0.00 3 0.00 2 -0.15 3 L 0.19 3 0.11 2 0.00 2 0.00 2 -0.04 3 -0.57 2 5 U 0.24 2 0.11 3 0.02 3 0.00 3 0.00 2 -0.21 3 L 0.19 3 0.11 2 0.00 2 0.00 2 -0.03 3 -0.62 2 24 1 U 0.21 3 0.00 2 L 0.00 2 0.00 2 2 U 0.21 3 0.00 2 L 0.00 2 0.00 2 3 U 0.21 3 0.00 2 L 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.01 2 0.00 3 0.01 2 0.00 3 0.01 2 0.00 3 Job : Page: 9 Date: 4/16/99 File: RACK 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 • Member Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 Sec Axial lc K 0.21 3 0.00 2 0.21 3 0.00 2 4 U L 5 U L 25 1 U 0.04 3 L 0.01 2 2 U 0.04 3 L - 0.012 3 U 0.04 3 L -0.01 2 4 U 0.04 3 L -0.01 2 5 U 0.04 3 L -0.01 2 26 1 U L 2 U L 3 U L 4 U L 5 U L 27 1 U L 2 U L 3 U L 4 U L 5 U L 28 1 U L 2 U L 3 U L 4 U L 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 3 2 3 2 3 2 3 2 3 2 0.00 2 - 0.63 3 0.00 2 - 0.63 3 0.00 2 -0.63 3 0.00 2 - 0.63 3 Nordstrom, Tuckwilla Warehouse 'Storage Racks RISA -3D (R) Version 3.0 < Envelope Shear y -y lc K 0.00 2 0.00 2 0.00 2 0.00 2 Section Forces > Shear z -z lc Torque lc K K - ft 0.00 2 0.01 0.00 2 0.00 0.00 2 0.01 0.00 2 0.00 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 -0.16 3 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 -0.16 3 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 -0.16 3 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0'.00 2 -0.16 3 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 -0.16 3 0.00 2 0.00 2 0.00 3 0.00 2 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 2 2 2 2 2 2 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 2 -0.01 2 -0.04 2 -0.01 2 -0.04 2 -0.01 2 -0.04 2 -0.01 2 -0.04 2 3 2 3 Job : Page: 10 Date: 4/16/99 File: RACK 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 Moment Moment y -y lc z -z lc K - ft K -ft 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 RISA -3D (R) Version 3.0 32 1 U -0.06 2 0.38 3 0.00 3 L -0.06 2 0.17 2 -0.01 2 2 U -0.06 2 0.19 3 0.00 3 L -0.06 2 -0.02 2 -0.01 2 3 U -0.06 2 0.00 3 0.00 3 L -0.06 2 -0.21 2 -0.01 2 4 U -0.06 2 -0.19 3 0.00 3 L -0.06 2 -0.40 2 -0.01 2 5 U -0.06 2 -0.38 3 0.00 3 L -0.06 2 -0.59 2 -0.01 2 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 Job : Page: 11 Date: 4/16/99 File: RACK ,Nordstrom, Tuckwilla Warehouse Storage Racks . < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 5 U 0.00 2 0.00 2 0.00 2 -0.01 3 0.00 2 0.00 2 L -0.63 3 0.00 2 0.00 2 -0.04 2 0.00 2 0.00 2 29 1 U 0.51 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 -0.01 3 0.00 2 0.00 2 2 U 0.51 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 -0.01 3 0.00 2 0.00 2 3 U 0.51 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 -0.01 3 0.00 2 0.00 2 4 U 0.51 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 -0.01 3 0.00 2 0.00 2 5 U 0.51 3 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 L 0.00 2 0.00 2 0.00 2 -0.01 3 0.00 2 0.00 2 30 1 U 0.00 2 0.00 2 0.00 2 -0.01 3 0.00 2 0.00 2 L -0.05 3 0.00 2 0.00 2 -0.03 2 0.00 2 0.00 2 2 U 0.00 2 0.00 2 0.00 2 -0.01 3 0.00 2 0.00 2 L -0.06 3 0.00 2 0.00 2 -0.03 2 0.00 2 0.00 2 3 U 0.00 2 0.00 2 0.00 2 -0.01 3 0.00 2 0.00 2 L -0.06 3 0.00 2 0.00 2 -0.03 2 0.00 2 0.00 2 4 U 0.00 2 0.00 2 0.00 2 -0.01 3 0.00 2 0.00 2 L -0.06 3 0.00 2 0.00 2 -0.03 2 0.00 2 0.00 2 5 U 0.00 2 0.00 2 0.00 2 -0.01 3 0.00 2 0.00 2 L -0.06 3 0.00 2 0.00 2 -0.03 2 0.00 2 0.00 2 31 1 U 0.11 3 0.14 3 0.00 3 0.00 3 0.02 2 0.21 3 L 0.11 2 0.06 2 0.00 2 0.00 2 0.00 3 -0.20 2 2 U 0.11 3 0.07 3 0.00 3 0.00 3 0.01 2 -0.05 3 L 0.11 2 -0.01 2 0.00 2 0.00 2 0.00 3 -0.26 2 3 U 0.11 3 0.00 3 0.00 3 0.00 3 0.00 2 -0.14 2 L 0.11 2 -0.08 2 0.00 2 0.00 2 0.00 3 -0.14 2 4 U 0.11 3 -0.07 3 0.00 3 0.00 3 0.00 3 0.16 2 L 0.11 2 -0.15 2 0.00 2 0.00 2 -0.01 2 -0.05 3 5 U 0.11 3 -0.14 3 0.00 3 0.00 3 0.00 3 0.63 2 L 0.11 2 -0.22 2 0.00 2 0.00 2 -0.02 2 0.21 3 0.03 2 0.00 3 0.01 2 0.00 3 0.00 2 0.00 3 0.00 3 -0.02 2 0.00 3 -0.04 2 0.55 3 - 0.52 2 -0.16 3 -0.69 2 -0.40 2 - 0.40 2 0.37 2 -0.16 3 1.62 2 0.55 3 Coffman Engineers, Inc. 1601.5th Avenue, Suite 900 Seattle, WA 98101 Nordstrom, Tuckwilla Warehouse 'Storage Racks Member Sec Axial lc K 33 1 U L 2 U L 3 U L 4 U L 5 U L 34 1 U L 2 U L 3 U L 4 U L 5 U L 35 1 U L 2 U L 3 U L 4 U L 5 U L 36 1 U L 2 U L 3 U L 4 U L 5 U L 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 -0.06 -0.06 -0.06 -0.06 -0.06 -0.06 -0.06 -0.06 -0.06 -0.06 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 2 2 2 2 2 2 2 2 2 2 c' RISA -3D (R) Version 3.0 `) 2 2 2 2 2 2 2 2 2 2 < Envelope Section Forces > Shear Shear y -y is z -z K K 0.14 0.05 0.07 -0.02 0.00 -0.09 - 0.07 -0.16 -0.14 - 0.22 2 0.38 2 0.16 2 0.19 2 -0.03 2 0.00 2 -0.22 2 -0.19 2 -0.41 2 -0.38 2 -0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 2 3 2 3 2 3 2 3 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 2 0.00 2 3 0.01 2 2 0.00 3 3 0.01 2 2 0.00 3 3 0.01 2 2 0.00 3 3 0.01 2 2 0.00 3 3 0.01 2 2 0.00 3 2 2 2 2 2 2 2 2 2 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 Job : Page: 12 Date: 4/16/99 File: RACK Moment Moment is Torque lc y -y lc z -z lc K - ft K -ft K - ft 2 3 2 3 2 3 2 3 2 3 3 2 3 2 3 2 3 2 3 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O .00 0.00 0.00 0.00 0.00 O .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 2 2 0.00 2 3 0.00 3 2 -0.01 2 3 0.00 3 2 0.00 2 3 0.00 3 2 0.00 2 3 0.01 2 2 0.00 3 3 0.02 2 2 0.00 3 3 0.00 2 -0.03 3 0.00 2 -0.02 3 0.00 2 0.00 3 0.02 2 0.00 3 0.03 2 0.00 2 0.00 2 -0.03 2 0.00 2 -0.02 2 0.00 2 -0.01 2 0.00 2 -0.01 2 0.00 2 0.00 0.00 2 - 0.03 3 0.00 2 - 0.02 3 0.00 2 - 0.01 3 0.00 2 -0.01 3 0.00 2 0.00 2 0.21 - 0.21 - 0.05 - 0.26 -0.14 -0.14 0.16 -0.05 0.64 0.21 3 0.55 2 -0.53 3 -0.16 2 -0.70 2 -0.40 3 -0.40 2 0.38 3 -0.16 2 1.64 3 0.55 2 3 2 3 2 3 2 3 2 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 2 3 2 2 2 2 3 2 3 3 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 ,Nordstrom, Tuckwilla Warehouse Storage Racks Member Sec Axial lc K 37 1 U 0.09 2 L -0.23 3 2 U 0.09 2 L -0.23 3 3 U 0.09 2 L -0.24 3 4 U 0.08 2 L -0.24 3 5 U 0.08 2 L -0.24 3 38 1 U L 2 U L 3 U L 4 U L 5 U L 39 1 U L 2 U L 3 U L 4 U L 5 U L 40 1 U L 2 U L 3 U L 4 U L 5 U L 0.26 - 0.23 0.25 - 0.23 0.25 -0.24 0.25 - 0.24 0.25 -0.24 0.05 3 0.01 2 0.05 3 0.01 2 0.05 3 0.01 2 0.05 3 0.01 2 0.05 3 0.01 2 0.05 0.01 0.05 0.01 0.05 0.01 0.05 0.01 0.05 0.01 2 3 2 3 2 3 2 3 2 3 3 2 3 2 3 2 3 2 3 2 41 1 U 0.21 3 L 0.08 2 RISA -3D (R) Version 3.0 < Envelope Shear y -y lc K 0.07 2 - 0.11 3 0.07 2 - 0.11 3 0.07 2 - 0.11 3 0.07 2 -0.11 3 0.07 2 -0.11 3 0.29 0.11 0.29 0.11 0.29 0.11 0.29 0.11 0.29 0.11 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 2 -0.11 3 Section Forces > Shear z -z lc Torque K K -ft 0.00 3 0.00 0.00 2 -0.01 0.00 3 0.00 0.00 2 -0.01 0.00 3 0.00 0.00 2 -0.01 0.00 3 0.00 0.00 2 -0.01 0.00 3 0.00 0.00 2 -0.01 2 0.00 3 3 0.00 2 2 0.00 3 3 0.00 2 2 0.00 3 3 0.00 2 2 0.00 3 3 0.00 2 2 0.00 3 3 0.00 2 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 2 0.02 3 2 0.00 2 2 0.02 3 2 0.00 2 2 0.02 3 2 0.00 2 2 0.02 3 2 0.00 2 2 0.02 3 2 0.00 2 0.00 3 0.00 2 O .00 - 0.01 O .00 -0.01 O .00 - 0.01 0.00 -0.01 O .00 -0.01 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 Moment lc y -y K -ft 3 0.03 2 0.00 3 0.03 2 0.00 3 0.03 2 0.00 3 0.03 2 0.00 3 0.03 2 0.00 3 2 3 2 3 2 3 2 3 2 3 0.01 2 2 0.00 3 3 0.01 2 2 0.00 3 3 0.01 2 2 0.00 3 3 0.01 2 2 0.00 3 3 0.01 2 2 0.00 3 0.00 3 0.00 2 Job . Page: 13 Date: 4 /16/99 File: RACK 0.03 0.00 0.03 0.00 0.03 0.00 0.03 0.00 0.03 0.00 0.00 -0.03 0.00 - 0.02 0.00 - 0.02 0.00 -0.01 0.00 0.00 2 0.00 3 -0.03 2 0.00 3 -0.02 2 0.00 3 -0.02 2 0.00 3 -0.01 2 0.00 3 0.00 Moment lc z -z lc K -ft 3 -0.13 2 2 -0.33 3 3 -0.17 2 2 -0.25 3 3 -0.17 3 2 -0.22 2 3 -0.09 3 2 -0.27 2 3 0.00 3 2 -0.32 2 3 0.53 2 0.33 3 0.32 2 0.25 3 0.17 2 0.11 3 0.09 2 -0.10 3 0.00 2 -0.31 2 3 2 3 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 2 0.02 3 0.00 2 O .01 O .00 0.01 O .00 0.01 O .00 O .01 0.00 O .01 O .00 0.02 0.00 O .02 O .00 0.02 0.00 0.02 O .00 O .02 0.00 2 3 2 3 3 2 3 2 3 2 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 - 0.12 2 - 0.32 3 RISA-3D (R) Version 3.0 Coffman Engineers, Inc. 1601 5th Avenue, Suite 900 Seattle, WA 98101 Nordstrom, Tuckwilla Warehouse 'Storage Racks M ember • Sec Axial lc 2 U 0.21 3 L 0.08 2 3 U 0.21 3 L 0.08 2 4 Ur 0.203 0.08 2 ' 5.0 0.20 3 L 0.082 421U 0.25 L. 0.21 .2 U 0.25 • 'L 0.21 ' 3U 0.25 0.21 41J 0.25 L 0.20 5U 0.24 L . 0.20 < Envelope Section Forces > Shear Shear y-y lc z-z lc 0.07 2 0.00 3 - 0.11 3 0.00 2 0.07 2 0.00 3 -0.11 3 0.00 2 0.07 2 0.00 3 -0.11 3 0.00 2 0.07 2 0.00 3 - 0.11 3 0.00 2 2 0.28 2 3 0.11 3 2 0.28 2 3 0.11 3 2 0.28 2 3 0.11 , 3 2 0.28 2 3 0.11 3 2 0.28 2 3. 0.11 3 Torque is K-ft 0.00 3 0.00. 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 2 0.00 3 0.00 3 0.00 2 0.00 2 0.00 3 0.00 3 0.00 2 0.00 2 0.00 3 0.00 3 0.00 2 0.00 2 0.00 3 0.00 3 0.00 2 0.00 2 0.00 3 0.00 3 0.00 2 Job : • Page: 14 Date: 4/16/99 File: RACK Moment y-y is K ft 0.03 3 0.00 2 0.03 3 0.00 2 0.03 3 0.00 2 0.03 3 0.00 2 0.02 3 0.00 2 0.03 3 0.00 2 0.03 3 0.00 2 0.03 3 0.00 2 0.03 3 0.00 2 Moment z•z lc K- ft -0.17 2 - 0.24 3 -0.17 3 -0.22 2 -0.09 3 - 0.27 2 -0.01 3 - 0.33 2 0.52 2 0.32 3 0.32 2 0.24 3 0.17 3 0.11 2 0.09 3 - 0.10 2 0.01 3 - 0.30 2 RECEIVED MAY -4 1999 TUKWILA PUBLIC WORKS • , ---• ' , • : ' , ' Joanna Spencer, Development Engineer Department of Public Works City of Tukwilla • 6300 Southcenter Blvd. Tukwila, WA 98199 system contractor. Dear Ms Spencer, We understand that a City ordinance requires that we commit to installation of a double detect check valve assembly to the fire service to the existing facility at 1020 Andover Park West. We also understand that this commitment is required before a building permit will be issued to accomplish certain interior renovations. By way of this letter we are committing to the installation of the double detect check valve assembly for the fire service to the existing facility at 1020 Andover Park West. We also understand that this double detect check valve assembly is to be constructed under a separate permit to be obtained by the design /build fire With this letter of commitment we look forward to a prompt review of our building permit application # D99-0125 submitted on April 19 which includes some minor interior revisions to the facility. Chuck Mc Kenzie Nordstrom Project Manager CC: Don Quackenbush - Scott Huntley Architects Kelly Martin - Edifice Construction Co. Ed Reisdorph - Nordstrom Shoe Claims Coordinator 1321 Second Avenue, Seattle, Washington 98101 � BER: D99 -012 NORDSTROM /WAREHOUSE REMO original Plan Submittal e to Correction Letter, esponseto.Incomplete Letter; evision # After :Permit Is`Is DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete Comments: TUES /THURS ROUTING: Please Route No further Review Required Ti Routed by Staff \PR-ROUTE,DOC 6/98 Pam;+ cam. PLAN REVIEW/ROUTING SL� Fire Pij,ention f1 AOC' 412 Structural (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 -18 -99 Approved Ti Approved with Conditions Ti Not Approved (attach comments) Ti REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved Ti Approved with Conditions Not Approved (attach comments) Planning Division & '� za Permit Coordinator ow DUE DATE: 4 -22 -99 Not Applicable Ti REVIEWERS INITIALS: DATE: L City of Tukwila Fire Department Thomas P. Keefe, Re Chief Fire Department Review Control # D99 -0125 . Re: Rack at Nordstrom - 1020 Andover Park West Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 2. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 3. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 4. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 City of Tukwila Fire Department Page'number 2 John W. Rants, Mayor Thomas P. Keefe, The Chief 5. Depending on the classification of the commodity being stored and the size of the storage area, smoke vents and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. 6. Depending on the classification of the commodity being stored and the storage height, in -rack sprinklers may be required per N.F.P.A. 231C. Contact the Tukwila Fire Prevention Bureau for further information. 7. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 8. High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 5754404 • Fax (206) 5754439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 37$4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, F7,e Chief Fire Department Review .• Control 4099 - 0125 Re: T.I. at Nordstrom - 1020 Andover Park West 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 Standard 10 -1) Clear access to fire extinguishers is. required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every s years, dry chemical and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$443( • C City of Tukwila • Fire Department Page number 2 2. No point 150 feet from (UBC 1003.4) Maintain fire extinguisher coverage throughout. John W. Rants; Mayo, Thomas P. Keefe, Fine Chie halon type fire extinguishers shall be emptied and subjected to the applicable recparge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) in an unsprinklered building may be more than an exit, measured along the path of travel. • No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) : 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 1004.2) 3. 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 1207.3) 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. 4. 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 direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are ,Head,� Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57544 • C. City of Tukwila Fire Department Page number 3 required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) • Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 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) .7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. John W. Rants, Mayor Thomas P. Keefe, Flre Chief 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to, installation.) (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.4404 ,• Fax (206) 575.443 Page number City of Tukwila Fire Department 9. All new sprinkler systems and all modifications' to existing sprinkler systems shall Hive 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 submi to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) 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) 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc.. (NFPA 72, 5- 1.3.4) 11. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required fire resistive construction, including occupancy.separations, area separation walls, exterior walls due to location on property, fire resistive John W. Rants, Mayor Thomas P. Keeje, Fie Chief �, l laa�n„arrorc crar�nn • Q44 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 57.5-443S City of Tukwila John W. Rants, Mayo Fire Department Thomas R. Keefe, Are ME requirements based on type of construction, draft stop partitions and 'roof coverings shall" be`iriaintained 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 701) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No 8 -B of The Uniform Building Code. (UBC 804.1) 14. 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 901.4.4) . In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 1.1 . I 1 1 101 98188 • Phone: (206) 575.4404 • Fax (206) S75 re llepartmen --- - -, - -- .4"n,I,iynp Park Fast • Tc► -1lp WashlrRtort 98188 • Phone: (20O5754404 • Fax (206) 575.44:: : Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 2 CY Dental units or lavatory 1 1 .► Dishwasher 4 2 .mgA+ Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 .."" Laundry tub or clotheswasher 4 2 .....•. Sink, bar or lavatory 2 1 S /tom Sink, clinic, flushing 10 10 �--• Sink, kitchen 4 2 ..' Sink, other 4 2 r+ Sink wash, circle spray 4 4 +-• Urinal, flush tank 3 3 ... mOm "" Urinal, pedestal 10 10 •■■ LI Urinal, wall or stall 5 5 j 0 Water closet tank 5 3 Q 4 Water closet, flush valve 10 6 dirdi O Total Fixture Units No- ,.esidential Sewer Use Ce (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but Is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or type) Owner's Name 77A.J Re■Siot}' 0 KING COUNT' (Last, First, Middl.Initial) Property Legal Address: Subdivision Name Subdiv. # Property Street 102 4 A aQ DaV6R. Address City, State, Zip ?'tl1GW /t.4 •Kit► Owner's Phone Number ( .V23) emit - Owner's Mailing Address: (if different from above) Lot# 14-4 Block # C/o �at.uttLL17b'vaLepa.A11t?iifrr po. Bac g7o7 ac 1 RXt n vr`4 48033 A. Fixture Units 02> OS A laiNECO Fixture Units x Number of Fixtures = Total Fixture Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 1058 (Rev. 11/96) 20 2.75 PA R.k.- 1•411rP' jaa RCE 4 .u41. .tt a.4. White — King County Date Yellow — Local Sewer Agency If i3 Property Tax ID # � —��`t — l I t b Building Name (if applicable) Party to be Billed (if different from owner) Party's Mailing Address: (if different from property address) or Property Contact Phone # ( City or Sewer District Date of Connection Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: 4/A Estimated Wastewater Discharge: Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) A B 187 2.75 2. RCE I certify that the information given that the capacity charge levied information and any deviation will corrected data for determination charge. TiM Signature of•Owner/ Representative Print Name of r��v Representative Pink — Sewer Customer RCE C. Total Residential Customer Equivalents: (add A & B) is correct. I understand will be based on this require resubmission of of a revised capacity • , • - .• „ • • . . , ( REGISTERED_ AS PROVIDED. BY LAW AS ...• • SITE PLAN CODE INFORMATION PROJECT DIRECTORY INDEX OF DRAWINGS NORDSTROM TUKWILA WAREHOUSE TUKWILA' WA. R: R. kP -- - - -- -- - — -- -- -- - -- _ - - - - - -- - - - -- l APPLICABLE CODES. 1997 UNIFORM BUILDING CODE 1997 UNIFORM FIRE CODE 1997 UNIFORM PLUMBING CODE (ADMINISTERED THROUGH KING COUNTY) 1997 UNIFORM MECHANICAL CODE NATIONAL ELECTRICAL CODE (NEC) (ADMINISTERED THROUGH STATE OF WASHINGTON, 1997 WASHINGTON ENERGY CODE (NOH -Re NwIE T.AKA 1991 WASHINGTON ACCESSIBILITY CODE OCCUPANCY GROUP; GROUP B OFFICES GROUP F-1; MODERATE HAZARD FACTORY (SHOE CLAMS, GROUP S -1. MODERATE HAZARD STORAGE (DISPLAY AND WAREHOUSE STORAGE, SEISMIC ZONE; 3 CONSTRUCTION TYPE. TYP. IIIN (EXISTING, ZONING: CM OCCUPANT LOAO. OFFICES (B) MP 5,6°0 5 SF SF / / 2 00 SF / SF / OCC. CC. 1 56 5 OC OCC. PIG F ) 9,03 2O4C. NUFACTU N ( -t 2 DISPLAY CS-1, 36,920 SF / .100 SF /OCC. • 123 DM_. WAREHOUSE IS-1, 45,100 SF / SOO sF /QCC. • 93 occ. BUILDING TENANT; NORDSTROM, INC. 1321 SECOND AVE. SEATTLE, WA. 98111 CONTACT. CHUCK MCKENZIE (206) 233 -6510 ARCHITECTS SCOTT A HUNTLEY, AA PS, ARCHITECT SEATTLE, HG 98101 •200 (206) 441 -1106 ..0 COVER SHEET AND SITE INFORMATION A1.1 DEMOLITION PLAN A1.2 FLOOR PLAN (NEW CONSTRUCTION) A1.3 ENLARGED PLANS AND DETAILS .-- ,_ - _ - _ _ _ -_ _ _._ _ - _ _ _ - _ - _ _ - _ . (_ \ \ CPT r-' Dc r Scott A.Huntley,AIA, PS ARCHITECT 7I AZ / J � � C T €Klr MID 71.111.11■4 0200 MAX .1I A A (oneetxf • f 4-REn FAN/ Wr K- TOT. 119.655 SF 620 0CC EXITS 2 EXITS REQUIRED 17- E %ITS PROVIDED EGRESS REQUIREMENTS; GROUPS "F" AND "S" fDac 1004.2.5.2.50 300 FT. TRAVEL DISTANCE ORE SPRINKLERS. FULLY SPRINKLEREO PARKING: NO CHANGE RACK SHELVING. 'REINSTALLED RACK SHELVING UNITS TO BE 12' -0" HIGH (MP%.). SEE DETAIL 1 //X' 1.3 P ROJECT DESCRIPTION c - E / \ \ � / � � '°96 I CGISD II�� II,, 9C RLPNH TIL STATE OEWASBMGi0N1 �-- I. PROJECT CONSISTS OF TENANT IMPROVEMENTS i0 AN EXISTING WAREHOUSE /MANUFACTURING BUILDING. WORK INCLUDES LIMITED DEMOLITION OF EXISTING PARTITIONS, AND PATCHING AND REPAIR AS REQUIRED. 2. MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION WORK WILL BE "BIDDER /DESIGN" AS REQUIRED TO ACCOMODATE NEW WORK AND TO COMPLY WITH ALL JURISDICTIONAL REQUIREMENTS. 3. DATA. VOICE. SECURITY AND NEW EQUIPMENT ELECTRICAL CONNECTIONS BY TENANT'S VENDORS. 1 - V .ENT %l• 6J(IT ,_. EX Cr EX,T f n -- CONSULTA_N75 A J AhIboVH rj 4W<W,A'( )/,JC.�:-"T SITE PLAN - , , PROJECT ADDRESS ° I' 4 �...,..,. ANDOVER PARK, BUILDING M -4 1020 ANDOVER PARK WEST TUKWILA, WA. LEGAL DESCRIPTION GENERAL NOTES VICINITY MAP LOT M -4 ANDOVER INDUSTRIAL PARK TUKWILA WA 1. FIELD VERIFY ALL UTILITY LOCATIONS. 2. VERIFY ALL EXISTING CONDITIONS ON SITE, NOTIFY THE ARCHITECT OF CONFLICTS PRIOR TO BIDDING AND PROCEEDING. 3. DO NOT SCALE DRAWINGS. LARGE SCALE DRAWINGS TAKE PRECEDE,. • OVER SMALLER SCALE DRAWINGS WHEN IN CONFLICT. 4. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 5. CONTRACTOR SHALL COORDINATE ALL TRADES AND OWNER FURNISHED EMS TO ENSURE PROJECT COMPLETION ON SCHEDULE. 8. PROTECT, PATCH AND REPAIR ALL EXISTING CONDITIONS TO REMAIN TO SATISFACTION OF OWNER. 7. PROV IDE ALL REQUIRED BLOCKING AND/ OR BACKING WHETHER SHOT IT OR B. OWNER AND ARCHITECT SHALL BE NAMED AS ADDITIONAL INSUREDS ON CONTRACTORS LIABILITY INSURANCE. 9. PER UBC STRUCTURAL STEEL WELDING SHALL BE PER AWS DLI -92 OR LATEST EDITION. 10. UNLESS OTHERWISE NOTED, DIMENSIONS INDICATED ARE: A TO THE FACE OF CONCRETE AND EXISTING WALLS: B. TO THE FACE OF CWB OR FINISH IN STUD WALLS: B. TO THE CENTERLINE OF COLUMNS. 11. DOOR OPENINGS NOT LOCATED BY DIMENSIONS OR DECAL SHALL BE CENTERED IN WALL AR SHOWN. OR LOCATED FOUR INCH MINIMUM FROM FINISHED WALL i0 FINISHED JAMB. Iz. N.,/ r AA_r171>NS 44.112 es I L I NOUN - .°L.7 e E 5 /B' vwe , o4 METaF.;5.Tb 4 Lt�NSTH2WTO IIL \ 1 1I-- - TUK:er /1 KWAY I I \ T.,TIL% RA F 8- REVISIONS ITE NO. DA MS /1/10%4 1 IT SET �FL l � I _ N 11 '435 ' `MINKL R LvID r 4 ' BSI SITE 1 ZY J y SIT. (I H Gtl \ 111 '� SCALE: *— I' SO ABBREVIATIONS GENERAL SYMBOLS PLAWELEVATION SYMBOLS REFLECTED CEILING PLAN SYMBOLS E COY , - a N d cod co or b RBCN I nr..ctor O (" -' - �' � OM RiY]XK ITN TEANII 0 x CB GIICHBANN F EAST {OC NRNISHEOBYONNFANSTAL80 0 INSNEDMNFi5PDIEEN50N OC OMB TIN cf1ux00YFU 1ry DJSI D44ANG BYWNRLACTOR INCL INCLUDE 00 WIS%NLDEA SAT RA"R ANGLE CD SEA CFN C00 Eq SLOWS SCAM 8 CEA COTNIt EACH TAP ...GLASS AfLNfARffO INSUI DIAIOR M CON 2fOMIN Cu Er Gn Dhxro6a21GAF oc m CIVIIXFpF B CARNET PPM DPINSIONWIr MOO INN INCAUTION CONS BCV! 60,01.01011 B DCHfACE iPt MERESI61NElADhO PPM °PPo2E%N, O CO COAM1'ERG EITS MERIN HOARD 5001 aNG OPFXW t 1 6 M 00 PORT 5Y510 H Nu SNBROSISOK , ICE 9 1 12 6FA r0u iOPOF Fm6CpKUUA CI CAM. ...I". H iNIfFD IANrtoA 0PP OPWAIE PiT CIP GASiwPL1tE(NNtAfhl !&I 0 6 tli NN61Al1CNONJ0 F! MOOR RV WEOSECUARYRIERSON I< )DIM co B p CLG COUNG 5 BCUUIFFOO TEED, CU WNIAOLIONT ER REVAIONBEVANON FORA SONG 0 MnCAWASD 6 H 6NF 14HG ANN t MEOW' E FOCINGA fOG iWRNO LINO o UT AMIE M22 500 RE CY W 1XONW Pt YARSICHDREM f L COME ITO DDO6UAE FORAIfiNF00YTENANINSTAls W Kr? PO . a snwTx nP mK x I NN clfaNESxtR KR DTDxcF ncGNRncroA ,,,,,,,,6 NW P ml s NFFI U CONWEh NAWNAYUXN FP 1001 ALPiNfIA0AA0 PLATE 9 G M 0 W � � EQ01 CRAP COUNIFA EC fWk W GAU P M PLASS . 0 MV AIAO CO VOx NIxO aFANOUI E00P fWIPNFM GRV GEMS SP SWUM KW PL. I SD XfUNDA 1R M OL COWYN ES EANSW0001159 EN GENERAL ORATORY MM 11000 T �NADgN NUB ° u n0ccuv05m1xn1E Alm AWYITNIOBICFAINGnIE COWMX WNCAFIF EN HMSO GC GEXENLLWIIDCTOR LRCM LRCM A CONNECTNN 0110 GASFIBEAAEINf0ACE0 UV UaTI PO NAp AMMA Vur, V AGO ONSTA NNSTAUENON FNC GO URPICWA1fl LWIFA 5 qL i PCPE GGBOLI PAIR w.N MINYLwAILNWAIx1 1A6 flHR C Mrl00A CCM ONnN, ES EMU DO W E[ U BFAADNfoRCED R W NI TN P9 PE I PNIYSPDWUAAf FOOT 'CVrACf " rGW CORRIDOR ON FYAUSTfPN UF MUD MUD REL WIBSNASM NW Ii IGWrt uh cai CARPET DP EXPANSION GI auvuerfolWx IS LOUVER n voW W CT 1005 1E EXPO 010 618 vRESwAF1wlE0 IP An IPENWRA OIA CENIEA DST ME MEMO WORRY Pa FAWN D SOUTAF C R WUNIFANXN D1 0155 GB GGBBPA RAT RN COLDWATER SID EAIAWW Gt GU55 MM MICCUN I SIAINlE5961EM CY MAIMS IN IMLO XNECWI 01 aiMAYnE flU 6TA1gN G MBA KOBER Gil G1 %UYPL151EP iA0 6 D AS A6PxAr EA TRW, NC EwfcPD.NB DEL DOUBLE S MU Of MEDIUC DENSrcRBfAWARD R AIWA OF AMR OFMO Mill FB URN GT OLUEONIE N00 Faun1EX6RYOVEAGY 0ln Il Il l CR1011MFxT FRB FLOORORONFIREDIGER SIR CYPRUS NEO MEW ERIE, SYR SYYMEIAgAL Bs Envnx 0POUNTNH FE 1REDDIGUIIND ETA ABA REFRINDAIQA B BMA MO. oN DWNEHMIG FE fNEDTNGUWYEACABnB ITEZ 1100,4111E F ARE SHORN eIN if FACTORY R BL uAD NNBG ION HIONO ENTILATING IRA WPM, V UP O pNf a Rl iIN1NRO0P BEYAIKKN NB NOSFBBB RFD OSA FIBEABO, Ni AFNM 110 IONOUEBGA f D FRFNYOAAIN W N4MaCAPPENNOSf CkISOH NN KMNOLE Ra 081 0X IOW0OMA RN HMI MISSION ASP DISPENSER SC iWFNOSOCABINET OD SEW. IN M qfG AWFNG it OPOitUAWOPOi FIO FORNISOSISTALLED WA HEADER MK MIOASC . CC Hu B VENTILATING TD O1'hL BAG BFAA AO =OPENING R BYOSNER SS D ItS01n00 aIIORNY0 HN {254,101 NOM WOA iW {IXIUiF NOT ISM OD REM P 001000 0 R M A BNIOf0AY o s 1ol'NSWUr Iu6N ES N% NC BOUOVICORE " xOATM uNNAnAIFA➢fP FIR FWOA NOUOwnFTU FLUOR FLUORESCENT CI L rE SCENT WuOW MB ALINSUUipN ofmAX wNOxAY m iNIAXm ERAISHarm "A " 01 I m015xA AWc Fi - x Q X O /'�� /� r' -f - \/ NEW GRID EXISTING GRID DATUM OR DIMENSION POINT ROOM NAME 11131R0011 NUANCE, ROOM IDENTIFICATION FEC _ © DIFFUSER IIC�II ILA AR RETURN ® 1 %4 PARABOLIC FLUORESCENT DRAWN OQ HIRE EXTINGUISHER CHECKED © I SECIIUN NORM VW ISM IDIOM BUILDING SECTION REFERENCE ( BUILDING ELEVATION REFERENCE ® OPENING NUMBER CARPET ® FINISH TYPE El SPEAKER (Q7 FIXED SECURITY CAMERA FIXTURE 0 RECESSED DOWNL GHi P II N IPI: -OI SEPARATE I RED 'PEN._.._ RE TARED AA� CHAN1c".L r_r �.'T:.'� _ 4 1 ' I 1.-%.- ✓ �! SHEET TITLE SHEET & SITE }�T ,P INFORMATION cry Ci APR 2 0 19119 T ,••ter+ PCP — /` d}re! ✓1 f/ �./ WOW 6[1:11 99 . . ISfCIIUN NUMBER) ® TM UMBER) WALL SECTION REFERENCE /7� 1 / I) \ NORTH ARROW app ® ...STABLE SECURITY CAMERA o FIRE SPRINKLER HEAD I 2 % 4 FLUORESCENT FIXTURE PARTITION /WALL TYPES _ E ..':: 611T I 'IN 1 J� /A � , ��� r R C O i Y I' r v e IBEIAIL NUNBERI (SUET NUMBER) - - - 0 I KEYNOTE ® SPEAKER N•a�q PENDANT FLUORESCENT FIXTURE SMOKE DETECTOR ♦ , # � cpB tyB �(i'T /�� E&I N ' PROIBCI'NO. DATE SHEET ®.® of total XX IRE TAIL NUMBER) Ax x (SHEET NUMBER) EXIT T LIGHT MATCH LINE DETAIL REFERENCE 6YISTING WNLL4RaoM ST.6 K 'Ef?t1 I I 4KIST. SPRAY TFF 8,4 143 RR 7A I3 EX.I STS NA 81408.• INRLES EX ISTIM4v 4lOCJb -•SHtlP SPRAYEacz 4 E 2 /AI3 6x 1 WTU Nay "RAc-K STORACa6 Is ISTI I.1 1JAISW -lat -ISE r rk NORDSTROM TUKWILA WAREHOUSE TUKWILA, WA. Scott AHuntley, AIA, PS ARCHITECT 2019 rd Alvenue4204 Seel. 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N1 k x0..1, „o P1r.N CTIYPIeAL UU n Fr II TOP OF 5 MY Z ,_ U ,I e.Ra � r ' - � - Scott AHuntley,AIA, PS ARCHITECT +l o ;s l I v- !206,01 -1495 ag REGISIEPED FRCHIiECI IAF PNHN WISHI LNE 'NI PiE D o -S „ i 1 _ EXIVT, FIN, KLES © LE � RACK 1-'4 1 \ , , f GI.'e �c.,417 E RACK c�?Mf .LV I V� vq "- r -o • 14' -2" 5'-Ot ly" A M - (G r111.- NIKI - i / CONSULTANTS Tit t I.6 'ti 1 V y A LJ .6 E R { F::AlalS. I / Plr NOTE: FIKOVIPE COMPLETE �u R N 06 F'ROT• P ICS UW1 ..CLE1 6,,V METAL ..1015-1 FRAMI Ile, e %' - e AFF '° l° { M. _ p J -_- U i 1 NEr11 =1 . `-TOILET W 7S tA a - . • Iz'.ctz4 E''KAHE EX - Ti AS N TN AT IZENGV/aTFD TcsIL 7 1st, CoE 'VA L 20 KEW TOI L Pr r: J MS REVISIONS NO DATE ITEMS `f/ //a43 f&r� Y \ - X, ,..11_,:s,11 61 NSTALL y(IS (�ALV4Coa2) LUk4¢M1 NEW P9RTI N', '} iC ' . i _ r 0 F uSTLL� 4r $FW.hME P p >m r R EINS -E_ _ \exrec LAY Y � P I U . , �- NEW 0 E `�.s ( BLE . ) WA'TEIr= -LCXST AN e ,ARARAVA* t41.N I - - - - ". \— REINSTALL EXISt WATER GLa ,&7. 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