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HomeMy WebLinkAboutPermit D02-357 - SEARS - REMODELSEARS 400 SOUTHCENTER MALL D02 -357 - .-- :\ E ;) Cit of Tukwila o Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 5379200330 Permit Number: D02 -357 11-: Address: 400 SOUTHCENTER MALL TUKW Issue Date: 12/27/2002 IX al Suite No: Permit Expires On: 06/25/2003 -1 U Tenant: O p Name: SEARS ROEBUCK AND CO rn w Address: 400 SOUTHCENTER MALL, TUKWILA, WA -I 1 Co ti. Owner: • w p Name: JG SOUTHCENTER LTD Phone: Address: 25425 CENTER RIDGE RD, CLEVELAND OH u_ co a Contact Person: H w Name: AMANDA ROBERSON Phone: 425 827 -2100 z 1— Address: 10940 NE 33 PL, SUITE 202, BELLEVUE WA Z O w w Contractor: Name: BLODGETT CONST ASSOC INC Phone: 888 329 -1929 U N • Address: 1051 WESTVIEW DR, WENATCHEE, WA 0 — Contractor License No: BLODGCA055PZ Expiration Date: 10/08/2003 w w '_ DESCRIPTION OF WORK: ~ u.. O INTERIOR REMODEL - NEW FIXTURES, FINISHES, CURB RAMP REPLACEMENT t .. z U _ - z Value of Construction: $350,000.00 Fees Collected: $3,954.19 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: IV -N Occupancy per UBC: 0023 • 1 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N • Fire Loop Hydrant: N Number: 0 Size (Inches): 0 • Flood Control Zone: N . Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time End Time:`` Sanitary Side Sewer: N k - ''.. Sewer Main Extension: N Private: N Public: N .4A -t ". • Storm Drainage: N ^r° Street Use: N ': ``i- . Water Main Extension: N Private: N Public: N dr +!.4 Water Meter: hr Channelization / Striping: ti "'° ^ ** Continued Next Page ** 4 t i e doc: Devperm D02 -357 Printed: 12- 27- 2002 ; , -,. i s . ry 1 l'4 , . -_ ' t .i - - - �r ' - . , ." , 1 I;J,. / C itof Tukwila 19C f ■ Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . Z Permit Center Authorized Signature: .. J1 ! Z A '( �E 1 -- Z �- Date: 1 9 - g- - TO , � 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 1 ordinances governing this work will be complied with, whether specified herein or not. —I v 3 . 00 ta The granting of this permit does not presume to give authority to violate or cancel the provis of any other state or local laws w regulating construction or the performance of work. I am authorized to sign and obtain this evelopm nt perm t. J H t ■ f Signature: a j D ate: � � w O Print Name: j l . �r ,R l te'AQv�� co 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 Z H suspended or abandoned for a period of 180 days from the last inspection. I— O t Z I-- Lu D 0 0 -_ 1 ON 1 W • r , I- f W U N z : , , r- I z 't " " • "� i il, ' ■ , , ? I { }i`+ e } fi efl ,/ „ t ff 1 0. ; tit :c -; ;{v 1 y ...'� 1i..{ fy E :; •6 K '''F doc: Devperm D02 -357 Printed: 12 -27 -2002 €r w . ._ - --- - - _r - - 4_ ,• „ S „ ,s �, City of Tukwila r9ce Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS ■ Z Parcel No.: 5379200330 Permit Number: D02 -357 i w Address: 400 SOUTHCENTER MALL TUKW Status: ISSUED c g 17; 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. (UFC 1207.3) . 18: 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) 19: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating :. and /or adding sprinkler heads. r ,; 20: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions ,}, , �t and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) x , 21: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and :,. .r . :„ :, approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk i ! ' t Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal r ' { X ,d � , A� to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance``'' #1901) ' '' 44t; 22: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance ; < #1900 and #1901) m l 23: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) >, doc: Conditions D02 -357 Printed: 12 -27 -2002 t n 04 ift x r C i ty of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 24: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof z coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored = or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) t- w 25: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed C description of intended use. J v 26: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may 0 0 require relocating and /or adding automatic fire detectors. N 27: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire III I ` ! Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) WO 28: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of 2 such condition or violation. 1 5 29: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at N (206)575 -4407. = W Z I I- O Z I— I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances W W governing this work will be complied with, whether specified herein or not. v 0 I The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws w • regulating construction or the performance of work. = W Sig ture: Date: lI 2 . )/o 2 , CO o q� Z Print Name: e1 \(1, • , • YAW a;€{ : 'twOW.10 rc j Y 1 doc: Conditions 002 -357 Printed: 12 -27 -2002 vt + wart+ a �+ a .... w.....,. ... ,., .-...,.,... �YYa.+ w.. w: t. wrM. 4rerr++ mmnw... w+. ... w... e +..«... .................. ...,.......,... -.. �..,__.. ... ...,......... .....«....,,....,,..... .....:..., w+ ec,+ nY1 .,s.:nroc:t'YyYJt5�11f�`.'l�A rrn.r�r —...C,/ -- - - --- , - • 4, a ct. y CITY OF TU N/LA N , S � y /_ , Permit Center Project Number: Sy a,/ 6300 Southcenter Blvd., Suite 100 • R I; +'. Tukwila, WA 98188 Permit Numb r: (206) 431 -3670 Numb 2 -3,57 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. Project NamelT • 1 Valugo o� i twm I, G-O. oov Site Address number) r f} � U tate /Z,t Tax Parcel Number: ~ t l ) " Oe Propert Owner: Phone: - +:' ter' ` _•.. • GO . 2o to . (e I q . 37s- Street Address: City State /Zip: Fax #: 16-711 Mom Av vJ Si-' � h-1 . WA, lts1 2.0(e . ? 5. 0)50 Controcto C—) Phone: Street Address: City State /Zip: Fax #: Architect: Phone: 4 gZ1 -2,1 to I4-i rr - rre -tS, 11-16. P.. , Street Address: City State /Zi : Fax #: 425- g . I o140 1■ - 3g-c7 1'f,x - v)?: 202 eiw`1be Engineer: Phone: 4 2.5 �� ' Street Address: City State /Zip: Fax #: Z ID t� 0n vrr>� Zoe Uri, W A �ivaoq 906 --Nm --kelef Co act Pers n: Phone: ,-2J ('O , _ W r4 2 Street Address: City State /Zip: Fax #c U O 1© PE .3r..' p(.41.. S'CE. , WM 42S - 8' —68q� u) 0 Description of work to be done (please be specific): • J = — l ! o� I t-io L � W 1)�u J �11� i St-h�S . u_ Existing use: z .aRetail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital § a ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office to 0 ❑ School /College /University ❑ Other = w H = Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital Z H ❑ Church ❑Manufacturing ❑ Motel /Hotel ❑ Office Z O ❑ School /College/University ❑ Other g W �" i�, 0 D Building Square Feet: 141 44b existing No. of Stories: � Area of construction (sq ft): 121 f u, O — 01— Will there be a change of use? ❑ yes ,T no If yes, extent of change: (Attach additional sheet if necessary) W W Will there be rack storage? ❑ yes la no W Z Existing fire protection features: sprinklers ❑ automatic fire alarm 71 none ❑ other (specify) u) U = Will there be storage of flammable /combustible hazardous material in the building? ❑ yes . 0 no 0 '- Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets - Z APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: - (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): _ Est. quantity: gal Schedule: F`. ❑ Miscellaneous ;p 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 mow_■ 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 ' . "I ; Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. lip Date application accepted: Date application expires: Applic�tign,taken by: (initials) am // 2 7rd 2 — ,5 % —03 �-,tf , PLEASE SIGN BACK OF APPLICATION FORM aw"N. 11/30/00 i' - clpormi r. doc j Y ....... -. ms, ,. xmm at +nkW k . r Y Yi fin.. . B'dAt u.i n... .r.,,, ,,,, . , ( 1; ntr.. , t ,.. .... .i.lmr.�ev.,.�.,. .,.... .,r .....:.. .... . -. ...._...,. ........ _.......... »......,..•,.:. s..e..'etnw;m +..n�•k. •nxtsKnxvss.�v;ro.. - -7-- - - . • 4 , - APPLICATIIIS MUST BE SUBMITTED WITH THE LLOWING: • 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 ❑ _r Complete Legal Description ja - ❑ 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 : . ❑ 0 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. Locatiion'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, Z `, ' • 'identify by size and species which are to be removed•and*saved . = I" S . 10. Landscape plan with irrigation and existing trees to be sayed by size and species (exterior changes or change of use W only) •' °• . Q _ . • , 1.1. Location and gross floor area of existing structure with dimensions and setback . J 0 • 12. Lowest finished floor elevation (if in flood control zone) - - ' 0 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). w W ' J ❑ 0 Floor plan: show location of tenant space with proposed use of each' room labeled to ► W O ❑ Overall building floor plan with adjacent ten use; identify tenant space use and location of storage of 2 any hazardous materials; dimensions of proposed tenant space. ct Q ❑ "17 Vicinity Map showing location of site = d w z ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z O rack. Structural calculations are required for rack storage eight feet and over. w • w . ❑ ,., 0 Indicate proposed construction of tenant space or addition and walls being. demolished U O CI %, Construction details a H w w ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water F- supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed - Z sprinkler system design criteria as identified by the Fire Department. w w , U _ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. � F- z ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ,f7r ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other ; land use or SEPA decisions. ,s3 ❑ 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 999 Third Avenue, Suite 700, 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 r of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will . I�'• be required as part of this submittal mo 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. BUILDING OWNER OR AUTHORIZED AGENT: ' ' ; Signature: ✓ t-4,. 1S Date: `k, 2? 07 Print name: 31..4 cc 5 . l( Phon k, - 2•.. 2.l cv Fax #:4 e 7 Address I I) 4 -(- ftd U +°7S ate. 1 � ' • �C City /State /Zip - telIG"u(Jzi CA cie 4 /6 q 4 “e ; Y'cC f/- 5vc 4'-. zo 2 � �. a 11 /30/00 r ml crper,nil.duc ... �Oh Nk+,rsaw ---' -.� : a. rxtwatilirr:aq.ar.rkw ..- ..,..,,,"w•r`:& u1S ak. :.,.. �.; , .ww� ,r, -nr^•• - W"un"^. - ....x.w4I uitmw .ik�":X,. — ...,...... ... ..... + .. ! 71! A .V4!'k�7�rylff.^1+!th'noM.wr -. , ; ` 't r Ci of 1 ukwi l a r 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670 . i z RECEIPT , ;i W • 6D Parcel No.: 5379200330 Permit Number: D02 -357 U O Address: 400 SOUTHCENTER MALL TUKW Status: PENDING C3 Suite No: Applied Date: 11/27/2002 w I Applicant: SEARS ROEBUCK AND CO Issue Date: co u_ ill— :\ I u N -4 X . ' . �. Cit y of Tukwila 1 j 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1 Z RECEIPT , 1 Z it w Parcel No.: 5379200330 Permit Number: D02 -357 J v Address: 400 SOUTHCENTER MALL TUKW Status: APPROVED 0 0 . Suite No: Applied Date: 11/27/2002 co W CI Applicant: SEARS ROEBUCK AND CO Issue Date: w H wo Receipt No.: R020001797 Payment Amount: 2,398.25 2 • J . Initials: KAS Payment Date: 12/27/2002 09:49 AM N a F User ID: 1684 Balance: $0.00 Z- W .. Z H Payee: BLODGETT CONSTRUCTION z O I— D i TRANSACTION LIST: 0 to Type Method Description 01— Amount = W i 1-- U Payment Check 026764 2,398.25 — O W U = 0 1 .-. ACCOUNT ITEM LIST: Z _ .. Description Account Code ' Current Pmts 1 BUILDING - NONRES 000/322.100 2,393.75 STATE BUILDING SURCHARGE 000/386.904 4.50 I Total: 2,398.25 . . 7 A ti 11 'tk' i )c , • r i,Nlrr;,,,r,, i alt pi tN t ',. t i . a yyyy �x (, e 9 '3772 1.2/27 9716 TOTAL 2398 „ 25 1 Y. ,,; , ,, M doc: Receipt Printed: 12 -27 -2002 1 , ` • a C i tof Tukwila r9C6 ti ■ 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT z Z : LU Parcel No.: 5379200330 Permit Number: D02-357 6 o Address: 400 SOUTHCENTER MALL TUKW Status: ISSUED p Suite No: Applied Date: 11/27/2002 w w Applicant: SEARS ROEBUCK AND CO Issue Date: 12/27/2002 _1 F- CO O Receipt No.: R03 -01181 Payment Amount: 188.00 1 u_ a a Initials: SKS Payment Date: 09/26/2003 02:47 PM co H W User ID: 1165 Balance: $0.00 Z H ; zo ILI al Payee: BLODGETT CONSTRUCTION ASSOCIATES INC v 0 . o t- " TRANSACTION LIST: ' = iii , Type Method Description Amount H F. ' !L O Payment Check 70055 188.00 ..; i U to ! i~1 Z 1 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING INVESTIGATION 000/322.800 188.00 9 Total: 188.00 . I iFIV, '', , tt 't : `.; I t r2. �i 1000 09/26 9716 TOTAL 188 00 t4Y3' a'" 42 t doc: Receipt Printed: 09 -26 -2003 j • } e : .,..,: ,,..,. .... ........._,....,,.+ _. ..a„. axwsS:,..:.!J•n e9.., ... ,., . o. r.•,.. o...... s..La.=,w...:.uw,.+Ca;i:.x-.,w . ,.. . ......... . ..... . wtvv.,E•.w br . "S44dfi'+.l .vS,U:- .. w.te. t....a.....w....... i . -" - , .. '..\ , . . Z 4.. Z wd LU . _1 0 0 0 siS u) 0 , INSPECTION RECORD , ' cow t ......_,.,_ Retain a copy with permit 1) °- -- INSPECTIO NO. PE: 1. N • 0 u_ uj 0 CITY OF TUKWILA BUILDING DIVISION a 2 ?- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g 5 Li. < Project:3 Type of Inspern: I ....— 0 -I- Address: Date Called: f I (-DO 34C .Vati. i I ( ' ...._ 11 e i Spal Instructions: Date Wanted: l— 0 L 2.. 017 z I-- LIJ uj Requester. 4 ism 2 D ( 4 D 0 0 co Oglre7 0 -- Phone No: 0 1.-- • 11.1 uj . 'I , Approved per applicable codes. El Corrections required prior to approval. I— H e— , ''. COMMENTS: 4_ ) ...: Z LU , . U) & / d f-17el'e 1='‘j 0 1- z , : . 1 .. , k . , , • . ,. %. A 1 ( e L , , M.7,:11.7 .4:' I 1 1 • , gi.:$.1: .. .•,';`AVI-i•N•-172.;'Vz( • 1 ''•?0.•••••4- ( • -,, 1. , Insect p r• L. Date: 2)2_‘..) , ir - El $4 . EINSPECTIOIVEE REQUIRED. Prior to inspection, fee must be 1 . t. ' • , 4 , ' t paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '4114 . Receipt No.: Date: l ' Fs '6'i OA ' C, ffk . ‘ 4 ,t Aj * 1 1,:k r ; 1 , Z Q 4"l U O INSPECTION RECORD W "'' Retain a copy with permit :C' CO - - 3 ,57 --1: W z INSPECTION NO. PERMIT NO. N U. t CITY OF TUKWILA BUILDING DIVISION - e ° • t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - (206)431 -3670 Proje t. Typ i Inspection: y , 1 LL. Ad r ss: Date Called: / •,„/ W : O �'(-• ) v /�a /a. ZI 1 Speci I Instructions: Date Want d: > a.m. I— 0 0 . e . ,...) Z I— Request 2 m • i t PheNo � / � f 5 a - L- c ........0 U ~ W W 4 a Approved per applicable codes. Corrections required prior to approval. I Li ll ' ` COMMENTS: — ° Z Iii co U 0 S LA b t IJ SU i A 4 1`, -7r� -- � A- 1=- _ o� 1 z ' 2 -A .1') A ► of G A-6, C3rc I-{ Q o m eio T"- I-c 1`&....), cQ rte:,, „ 1 3' . n1N k0:-r" ./os Q t<s, — Q ,, 7-.t.( v' -e c2 r17 /ck {' (©t3. - 1_6? rliU . +O 1, c_14i (- . n r fore,. (LC': -' 63 r1( c.-k. I e i r 6e (6-vu 1 ,. ' ci . \. ......,........,.._ ... 11 0 \rd,i : e .b e -Fri 1 -Ccrr- _E ovf ,f 7 w A 1 1 y `Aer ft J 1 ■iJ c.4=-?' 1 r rt' t - 1 , ...FN) -I r .3 r e 'c.( v I — \ ,5 �C9„ . 'r I C A V 1 �J r 1' OV d t ' '' y ,"fir'' I sp ctor: Date: tO � : e CAA.) 1D / / � ) F�44:y,, t ,-$ , : $ 7.00 REINSPECTION F E REQUIRED Pr ior o inspection, fee must be '• ' pad at 6300 Southcenter Blvd., Suite 100. Ca I to schedule reinspection. ` , a,,, S R ece i . t No.: Date: ,� .1 S Y :, 4 l ;. ' v a ' �Vh �,,,,, ,,,,,, r, ✓..,,.: �..,.,,. _•:........._.._. __ , . _ , ,w;,...+.:w:t . k& !4,44 ,4, 4 1,46 :;v4 -14t A : f4.„, 4S;K',7:4 i+i�44! /74 ■ � Yt�ri:.: �w... �.. ::.r..;,i..;i�::..c..:%:.:.:: tii3wa+:•i.�;.�i:+W.i4f #i;dJliiw:.� t. 7 , - Z 1 i ~ W re 2 W V 0 0 i... N0 1 L 4 5 INSPECTION RECORD ( � N u _ Retain a copy with permit l D'- 3 571 E W o 1 INSPECTION NO. PERMIT NO. 2 I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 a Proje : Type of Inspection: r • 1 H W Address: Date Called 1.- 0 1 C 2 i I Special Instructions: Date Wante : it),,N a�m W a Requester: \ C rcts_..k. ` ) O N Phone No: = U , a3 — O IQ I - 11 3 f .A pproved pc�r applicable codes. El Corrections required prior to approval. uj Z — . COMMENTS: U O F . Z I) C, t 1 C. i . 0 A _1 _ S C' e n.,p Cdr.' -T_ (IT r 0...4 6 e i ii �a w i" '` ,` + I' .. t�ai6' s' 4F , 1. `v c fit 111 l<':rtj ' Inspector: Date: 11L' 3A:414lij r r i e,,, „t 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ' ' I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ; 4) ,7 No.: Date: ^ l t .. <;" ` w i .4 «`r r F, 0.4 Y;7affi :x5, u.isr+. aa':h tN,q.t.? i:5! %1; "i) i........ , -- _ _ CITY OF TUKWILA BUILDING DIVISION 1(pe..„ i 6300 SOuthcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3 70/ 2 , g 5 ! i Proje Type of Inspection: , u. < . d ss6 aA,4-- 1 ril , ix3ct. i il I A' r , 7. C L M t( "1 CO D I • Date Call I d : / / — a I— al 1 I a 1) 45 z 1 ._ Instructions: I Speci Ins " 6 Date Wanted: _ ( I Requester: ) 0 .q. LIJ w 1 ca/vac . 2 n 0 one r■,J _ . 0 D- yi — ()%1 D - 0 , P a ul i , ., w . i nitkpproved per applicable codes. 0 Corrections required prior to approval. I— ( ' — 0 , ? , COMMENTSC .---- A .,.. ' i" Z ) 0 — C2 1 boj CL)---Q1D oriAfe Q cry---‘ ak do Ar) 9 ( N. )4° — 1 1-- 1•••• t \ 1 0 Z 4, ... , . ■ ,..j:: ,... 4,_,4 [ APFlati I 7 . R:v9 n ector: r, Date:„ 1 — i 'IF' - , ,,,NA-G6 ...) I 4 -N 4,....r, A, ) CA, I . PE . 7 47.00 REINSPECTION EE REQUIRED. Prid'r .', ir gg44,1A to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. t tiVs. , I R eipt No.: Date: --- : – . ..... 4 ; , . ■ - Z 9 5 W INSPECTION RECORD 6 0 Retain a copy with permit °-'2 -35.-7 _I 0 �,<: INSPECTION NO. PERMIT NO. CO 0 •-, '' C OF TUKWILA BUILDING DIVISION i ` "' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 co LL t , Projec • Type of Ins ection: W O 4 r. S 74 / efff� �, Address: Date Called: V J Y S. C. tg / f /0-/7 - 0 3 c o :: Special Instructions: Date Wanted: a.m. = d << / -0t /— 673 p.m. F.. _ Requester: Z F_ / I=0 Ph ne No: Z I— Q -563 tic- oe /D U 0 :,u Approved per applicable codes. 0 Corrections required prior to approval. Q O h . COMMENTS: W W J 6 f 7 ;Y /+� � i f '~ �l1/tpC� V V� w Z .__....iiin.i.••••.i.mmmii.ii.•i..i•.••i.i.•..uiimm•.mii•i.mi•.•i......_a r_ - 2 O F- z . ,t) a - ( kOay. Du.- r d •e . z tom. lot,e)l,4 Ys -- 41.4101.Creleal oIt : 7 47.00 REINSPECTION FEE REQU) ED. Prior to ins fee must be 5 4 °z � i 3 `. , i }t� u54- - paid at b 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. � ( Receipt No. Date: RA-,;10,4 tt � il : \ �..sc. ....2 �JSt.c. " - lr ,_..:::.,,.., :.;:n ,:.:...., .,..,...„........... .. .....,.. __ .,..`... .:r.,....u,....,... »�. ....w:,.., , �a °r ) ti /j .:th"nY..1' }•a:V+.ik: YN7LU "b4 Sa. SS14JfiL`JWFQ':t ' dV$L4bi}FCOC l :m`a:o4LbH'vYef Y4l:L�s.r., ... + .. .. ,,. r / n.nL�t ;.„ lfLkwA�'%+l cS. ,„,l"; „,„.:,„„.s.p,SYI,,,,ff� , ?,,`ro«:Fi4,,,,,,,,,,,: IiJi IP, LI r .■ '''.- ••• - .1 \ ••• \ 70 & i_ 4/1 A r'le Z 'KIS V -/ 0 c le rer s-1--..,6 , AM T : / - - 5 : vie #1 ) 1 1.1.5 k 4 ,, i d,-i," . . 0/9 // 87//7(1.4A-J i--4-e- 444 Ril* • 6cb 8e,64/c//&/c) i;?///d/iti Orr'-ii i y 4 , 1' -- 7.26,N,,,,, spe:to : Date i 1 ('.4 4 ) ez4 , 9- zz_ f Vti, .11 47.00 REINSPECTIO FEE REQUIR D. Prior to inspection, fee must be aid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. a i eipt No Date: , t IS;:l . Elkp 0, ...w.i.14....,,,....,.,.....,,, .'4,,,,.......-.5.b...,,,, -,..,,,.-, ‘,. :. ..-, ,.. .,' ' . . .) 7, ..d.t13+4 \ . - .e' --1 —.fir — - . :\ Z INSPECTION RECORD N co LIJ Retain a copy with permit 4 � � INSPECTION NO. PERMIT NO. i I CITY OF TUKWILA BUILDING DIVISION . . w 0 2 } 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g J Project: • Type of Inspection: „ , IL ' , A I — . — /' - U) Address: — Date Calle•: = H a W 'r ,Si_, , Ai( f...// = ? Special Instructions: . Date Wanted: a.m. Z O --�� 2 7 .] C W W Requester:, D p Phone No: C.) = CI I-- W •_ a Approved per applicable codes. Corrections required prior to approval. I— h COMMENTS: O f l llZ / Le ,/.s, r 7. U N I .S v /r °r�r e --4/ ,7f '" �7; - 0 F Z q /5 / . 5 .6, � %,..5e-e..r.i. -e€ , .4. 404/e - k / - �hC . 1 © i► � - b /a L.4. , `?,e s ' i a, / � �1/ 4 ,77 a .4 _ S,,r�h _ F 33 4 (It"( ( :" t _ (pi r i 1,. ^ r , W iy� t ,� S ` i -. FP i Inspector: Date: ii, # i , W)1 /(3—'7-3 . $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be l;' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .., 1' .,' Ak Receipt No.: Date: ■ I ' r, . "j rrpr�� , 'i Ls.itt 't''r: - 1.+'` (f• A f. ..te!. ni.elrn .:It. v esromr,v.46. !F.,4,4'.1i+ -.r w { .Y +Y - '�"mn :i r. ' t' 1 . - Cr" - SI -, . ___ . '.\ , \.,. z ‘ 1 , z w re s 6 5 —I 0 00 cp U) (3 / 0 INSPECTION RECORD r Retain a copy with permit 1-A1-<-357 (0 w LIJ i –.i I-- INSPECTION NO. PERMITA• 4 U) u. 2 uj (:.: CITY OF TUKWILA BUILDING DIVISION ' • -- • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g 5 Pr j ct: Type of I4spection: u_ < u) 92A.2) I 4/1 , (A..-LQJ 1.--A6zes 0 1 A r ess: Date Called: 12 c.p s , , 1 63 , I o S iC . (vuii z I_ • 2 1 1- 0 Special Instructions: Date Wanted: Cm? 2 Zi2(e/o3 P.m. W aj ': Requester 2 m , D 0 rfil)A't . : 0 co , Phone No 0 — , 0 i_ , I-- . 14 Approved pe'r applicable codes. El Corrections required prior to approval. 17 - - L I 0 COMMENTS: , Z tii co 0 P I f (A6AcLa C....vaAiti."...,,Ct 0) I 8 — A pA4A4) z . , : ,r --- —,---- 1 1 Ei f3:71 '41iMtn ! 1 : -. . -- li V P .1 te.i kr i,„ - pector: Date: ( -.L.. g - 2.4„0 3 0 1 ri.f,,au, IN074 A S47.00 REINSPECT! FEE REQUIRED. Prio to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. EVAN , :ceipt No.: Date: ti,M-OgrplA l . tNi )V.i. ) ' ,. * ,* . 'in.410.4*,' 346;t:054:14‘4,Lits.r.1.44:4$44:*4444e4k‘lei^4 k . rwi . ,) i • , --, - ---- . - ' .. - r• -- --s, .. .\ ) Z ' 1 l' I-- Z W re 2 ...i 0 , 0 0 INSPECTION RECORD ot,-)0 0 Retain a copy with permit ,,? : 357 LLI i -i I_ INSPECTle N NO. PERM'S 0. U) U_ / Li j 0 CITY OF TUKWILA BUILDING DIVISION ■•■ ' I 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)431-3670 Pro'ect: Typeenpection: i /9 P/M/ /4/67 , D (0 rg I — Address: Date Calle 41-oo $ i 1 1 /1 z ,... ', Special Instructions: Date Wanted: t ' '-'03 (p.n.) z 1— . LLI uj , Reques r:,,, 2 D r, ,PAlole D 0 . , 0 m Phone o: 0 = 5°,3) CW 0 1— pproved per applicable codes. El Corrections required prior to approval. t :." COMMENTS: iii Z , tf) 0 — — I _ n CLLI eCt sL (0 c___( , ; Z r)--- tAA \ — c- Cf A cl..) ro . .. 1 . ,2. . . , ‘ . ! . )1,774 ch, ' . fa AR,1 Inspe • r: Date: I llo "Nr-4........) , II $4 .00 REINSPECTION EE REQUIRED. Pri to inspection, fee must be V VI: K1 p. d at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. , Receipt No.: Date: 4 CAr,i1 3 i ' t. t.....Z.....:'..4...d t 1.4 ■ :` I z re JU o INSPECTION RECORD 4 Retain a co with ermit � T S7 o 1... INSPECTION NO. copy permit PERMIT • 0 CITY OF TUKWILA BUILDING DIVISION �• 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43f:760 Q . Pro Type of Inspection: , U I - 7 -- )e-A , d' I rt_. A % 11.J , I- w Ad 7 )11.A Date Call t v z F. I—O 1 Special Instructions: Date Wane : a.m. Z F - 6 / 1 p.m. :• Requester: F P ^ 'c { U co 1 O i El '= LLI U 3° 5 °A L-I t-19 - D a) D 1 Approved per applicable codes. Corrections required prior to approval. ~O COMMENTS: iii f V = RA- C (Ls. / ►q, -e A) i`&is-i' f 1� c� o I- r z o r vo eV e D w, -IA hN.-+ cp fo -v' \ m ' e. v A-`N C° i r N.1 _ ° 3 c . 4- 0 L I h e g -e f n- , t. 1 Ni c- 0 -- 6 b e A-rJ 0- (". LA/' e . t I -0 ce'dr wee 4-5 21 6 N @_ cP -c pi' 1 0 -,r) -1--c.2 -P -/-.)&.) /i I C.I2 — I t --5 . . r H p T M , I 1 f i r `. ' `; t a = .? } : 7?tV1 J: , 3' prit 1 - Ot ) H % til • ctor: Dater / log s : (,U j� � 47.00 REINSPE FEE REQUIRE r iot to inspection, fee must be ► u •' � ' 4 t a Ti : paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . A f - j.` s , .: I Receipt No.: Date: g r. !," �iq'h`r.: . !wee' � �� ' x. 6��:,t,� � "e3:�... _..ri,i'1?� s'>� - . f l�tiJ�N:+ b �i {t�'.��Lrillst4r`k�a ;$:►K;a� � y, . e � ,, ,�:, ty ^e; r ,,,V, Wk �i, �le' "4...*,rti. .�, . 0 1 :6S:''..:41 4 :t t?" . _ .... fk S3': fig ;� ot�1?ut,�r.�r i • Yl�k ` r r Zda ' i; dskl: "N +tv. a'r�, zn• �+y? ■ r' , `\ Z Z • W � J U 00 - ,-►,, mom --. .,,J...-- ,r•- .-- -_r.-- �„— ,..,.- ..,,.- • --... ,...• - • - r ..•., - - - _. . Cl) ti INSPECTION RECORD . O ,1 ;I Retain a copy with permit co o ' INSPECTION NO. PERMIT • W • .. CITY OF TUKWILA BUILDING DIVISION 'As! A ' g 5 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 LL- 4. Proj t Ty a of I s WT Addres ��� f � Da a a1 ed: � � 03 F" b ( C r ) . / :� Z 0 Specidl Instions: C • Date Wanted: a.m W W ID ; . ' Fc/W) 03 .m. 2 D F; .: Requester: U co ( 21) Li L ic - r Ala .= W. 0 proved per codes. Corrections required prior to approval. Z c o 4 ' ,. COMMENTS: W U -, 3 r �� - N �k L. a -i L C.� Z 1.._ Y ; C A A — — r 1 — i-cAP 0 i 44 Y i G i a i ., ...... Insp. or: Dat r .. Q ' " � n , 7.00 REINSPECTIO FEE REQUIRED. Pri r to inspection, fee must be;r i 'aid at 6300 Southcen r Blvd., Suite 100. Call to schedule reinspection. ;, rs :.. � ,� ; R • eipt No.: Date: ? P , 4 , ..n, 1 Az' :.o tt.,:_f.,,,„, ... ...s.x:ay. -a°,- .,. , ::r y " 1 ., .. • . Jt u. ___, ...._ eit • .i 34144.4 'r.1.1!i• r , -- , i • CITY OF TUKWILA BUILDING DIVISION - ' 4 '' • , I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 2 ? - 1 . 5 Type of 1 , u.. < 1 ProVitAa...../ Ad ,C 4 D i ll.1 i CO I- a I - f: Date Ca led: I-- LIJ on S - "14 1\ S I DV 1 Z 1.- Speci I Instructions: Date Wanted: I Lc) a.m. .3 111 Lu ... Requester- 1 , ., D CI 2 D rfr 0 e _ o I Pfron0e , 0 I 43j 1 4 41 10 0 W i ! I-- ( - 3 i 9Approved per applicable codes. J Corrections required prior to approval. i I= ) L I 0 z COMMENTS: Lii 0 ( 1). r ) 1-: "- 3 9,,,,o 01- i Z )\f‘i) 4 A ,- 0,— I l i I , '11 1 I , . 1 . 1 . I i . t . ,4 4 1 2 . ,L. • ■ › I gi til' Insp cto : Date: ■ 1 ..N. El 47.00 REINSPECTIO FE r REQUIRE Prior to inspection, fee must be A kz4. 4 aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i 47Z F ec ipt No.: Date: PT.74.r.forn•, 0,. eiL • .1i2 • 7'1Z1 c; 4 -0.0,-.4,4 4, , , i ,,:,,41,%;,..„4. 4k: MAW NA; twilit4).: .4 's..i.l. ,,-,10,fa - , , - • • Z W n e 7! W= 6 r °:c I INSPECTION RECORD ` y n I ya` J R e tain a copy with permit PO W INSPECTION NO. PEE I .. 2 CITY OF TUKWILA BUILDING DIVISION • u. Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 co d Proj Ty pip of nspection: & 4.0 z = Address: S r 1( Date Called: -7/ 4/ Z p Spe ial Instructions: Date Wanted: 1 r 2 m Request . 1 p N Q H Pho N J = W ( .. ? ... p , Y1 n O A pproved per applicable codes. El Corrections required prior to approval. LLj Z v N COMMENTS: ~O e[[) y h - A < _,.. j.y ,2 'i ‘,,.. '',, 6 . , j ''P.' p ..... ? ) '1 I ns. -ctor: Date: �', �' , , ,4. ..A .+ . } , t P .47.00 REINSPECTION F.E REQUIRED. Prior t• inspection, fee must be ,� . said at 6300 Southcenter : vd., Suite 100. Call to schedule reinspection.r SEAM (eipt No.. Date: Q7.µ ,,. .. ,2. ' 4. 1,44 1`.011; ..1Laawsi4,.1/4nnthk., :v"Sii dJVa4: ' t ar +t-, 4 . . Z z ,1 W u- JU 0 I-.1-1-"---.‘,1 ' .T.' '",,".°.' "-" : .. `.. • .. --•-+ .",7- te ..± .- ? .^ r +•,- -, ": rrr -, - t'tr r:`^r"+ t^ l.� INSPECTION RECORD � _ , N LL 3 1 Retain a copy with perm b w O INSPECTION NO. PERM NO. 2 CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 N C I ., Proje • Type of Inspection: •••....; rGl- W I . N" �N ! Z j Address Date Called: ,s• Date Sc wo lei- ) ■ `7 / :-'/ o3 W ° Special Instructions: Date Wante : ) a.m. W ' 7 Z5 /� D3 p.m. U p ` Requeste N . Phone No: i . = W • v S_ 49 ' �i U � � IL o Approved per applicable codes. 0 Corrections required prior to approval. W Z N COMMENTS: H _ O 0 (N': (0 1 7 -- (=— �" (II sT` r'�L.caot Z 1 C9,", d 13 -- 1 - 5" n1 r f.,43.4.-xtv...0 !� (o uNt , A- Fp_...caie 1 I I-. ■ t KY's i E I - h ector: Date: / f • GF.vt/�fo I 1 �■ a cx / Z / 7 . ; : ' l $47.00 REINSPECTI N FEE REQUIR . Prior to inspection, fee must be • lire . ! • ' paid at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. `� +. :ftti } Receipt No.: Date: •' • du1_ ;t.. k t:;„ ri #u r r:�L :wGsXi} -"W; ,�fr =t ) k ;.t;F! {.nt,k1JY'rss4f,n`r+'ki. 1- ;u;':'t ?.:,),ri`.iS�iwil „te:3tiA ` • .,, , ,, ?,+,. / Cri,,:,,.�co .,,,, +,..44, !A`eQ'�tfi`.•°.7bhl wvee�nss 3�i s+.s. a.i,..sY . . .y - . . :` ' Z ~ W COMMENTS: • 1 LLl Z U= ■ D co r i (0 I 9 1: — 1.-4- ( 1 4. r F./0042..) I— F ., 1 Z ' (9-sr 1 J (9-, c� n Z J — 1 l— 1 J 1Jc0 ,- t o cN ' j ; I f a ? i V4 I rG ' u . AA : t nw�y� r u i _ i' _ Insp tar: Date: ,, �• r 3 w v C I op. s0 REINSPECTION FE' REQUIRED. Prior • inspection, fee must be ` ' pa'. at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. a �. ;, „ ' Rece' t No.. Date: 1 r , . im? itc& .....t:nic.. ...i1 ,_.,....:..-IL„.: ' e .u. c,.ius''iii'e. ...Nika .A.A. .trn -...- ,, ,.w:.;.c:_..r,.: ' ,.' k 9,1 R2, •4 vi'dj,t' .. '.4 , • ,.. , ,, v, t, o .a'te, ,s,% Qr+u,)(i,„': 4` - 1 - r 7. cr - J Z ~ w ' �„ ,, +e`C-*^.v^ ^. .� j 'T'?r-fi+••e!.':"': ..,, .- -- -- ..-±.. -'S 7__ - ^T ^.,. ,��s ^"'�T.'"'T' "'"T"!'? ^,`T' r -, . ' - -. 1 6 n } J U co Q INSPECTION RECORD c 1 w I Retain a copy with permit J F.. INSPECTION NO. PERMIT N� , c" LL CITY OF TUKWILA BUILDING DIVISION 7 '' . ' 0 ■ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 ` Pro ect: Type of Inspection: LL < ) ,9 e r 5 57t s /7Prt/C�` 7-c:- a �� A- i , N d I . Ad Date Called = w y� s C ' r��r/ 7- 2z ' 3 Zz Special. Instructions:. Date Wanted: a.m. 4 ,. - -- ; —o : p.m. W O Requester: 2 Lij /— /Z 4-All v 0 Phone No: 5'0 Z) _ z -cwiV a ww Approved per applicable codes. El Corrections required prior to approval. F F COM MENTS: LI O 111 Z • CD F /' / lfi } l'- i, .. t r t ,�1 f�9ai Inspec�.r: Date: _ *' "` ' r , p • a P t -3 . �;.,1 2 �� $4 .00 REINSPECTION F E REQUIRED. rior to inspection, fee must be ': ' '� 6300 Southcenter Blvd. Suite 1 O. Call to schedule reins ection. - `,, •aid at 63 p Receipt No.: Date: `�`{''' ' ''7,ki v. M.• ^.r. : 4.:44.4;:.11;.1-1 rig4. Lug ��i�1r�r's, : :::: im.:e. :.:.L., ��.7�i±n �' 1 Jilubli '.�r.'i t?�132 w. rr:v,.` '' ;'�ti:i� �} 4 LKfLr3+s'* ".N_pr:' i;�;'r,,•tL;;r .. ... f X,, 644.,,i;i'.Sfxr: 44,'.' S'' 0.0.04,,, ;P40.i....wa„ _ ai, evtg. :}f= }C+ i l r _...., , !,. 1.f_/ -., :` 1 Z I.Z LIJ CL n e--a ' - r�'-.^-r'+... , .v°^- •!'^•.. i' n; •. ,77 '"""'7'a` "7"`" x"^". . . ""`ii.q.,.: -.'-'11"",' -.-.^-r• ^,� � O . . 1 � p I INSPECTION. RECOR w z ` 3 Retain a copy with permit Z 02 —35 7 co u. ? INSPECTION NO. PERMIT "c. I 11J 0 CITY OF TUKWILA BUILDING DIVISION 7 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q pn PrC 041-c5 TYPe of Ins)t// k_)1 / e.9 • `] N C! 2 Addr ss: Date Called: Z I 1 /0 S C'• Mme / I 7- .z 03 ►— 1 Special Instructions: Date Wanted: a.m. Z O1-- w - - :L3— D 3 p . m • �? Requesters 4 � p /- J?f) n//e 0 Ph No: p I . '5 4/4/q- o I 0 .w W • . _ Approved per applicable codes. 0 Corrections required prior to approval. u_ ~O 1 COMMENTS:: L11 co • co I 6 /s,--/ r// ��,.', 0/' / // /. o f . � I . -,/ l I . . j� ,..T „ '. jz ;: `. ' „.n : i " #f ,T K: r 1 I I tm ctor: Date: � : ,;ii l ,i .4 70 : 47.00 REINSPECTI N FEE REQUID. Prior to inspection, fee must be i ° , a S or paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "� i y <4 Receipt No.: Date: 7 :rte _ ra :■ h. , : ... ,;,, , i' ' 4 c,1"4 4:V.ii N , • . ,, A ” , , . . ,, , , '. s+ 1.`n Al as1AGa , 144 , 4: � ... .. .i.,4," .. .,. „�a". .0, ..... .. '" �' hl :.= � �vft�:•ft fAtat+Y', �3',tr'ASF�t�3k�.�� r i • r ..., A i \ Z t . -- ^ r - c -" --. • "—, -,-- •-r m r p^ >w- - --r +^sr- ,--- , ,-- ,-- -+a - -sr7.,. -..., y ... r --," --,- . . .. ,..,. �, - .,-,- „,:..n7, 6 1 INSPECTION RECORD `� U ° 30 )c. 35 7 W = Retain a copy with permit J 1— INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION ,+t4,4 I w 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ! 2 J ' • Project: Type-of Ins ectio A ii r -S f iyi# , CO D Address: / Date Call = O - �or� �. ��a/ 7 / � , o 3 Z W Special Instructions. Date Wanted. a.m. ~ '7/-23 w Requester: W ��� U 0. Phone N /. t , O J — f r c O?/ ) OF W W IM Approved per applicable codes. Corrections required prior to approval. F H U. COMMENTS: O Ill r' � / 6 -.1 'IC, 1AI / C '. C /1'71 / s . i 2. eV e / 1 V I 0 077 Dve/1/f 402j Pc°r :”' 1 /6 Z-- / 3 - / / 4ip, - - d t ■ I j. El R ' ?:u 1 y% 4 N....N"'N. • - ctor: Date: 7 � f � , ;, j I � z 3- o '� ; mt s $47.00 REINSPECT ON FEE REQUIRE Prior to inspection, fee must be i ` ° I paid at 6300 Southcenter Blvd., Suit 00. Call to schedule reinspection. ?A. �, Receipt No.: Date: -.. ',,` _, `4`l:.y"!..„,._,;: ..... 4.0.ia' .t %,% 3' x,(,ai.,,ai b` faa. 1.,`<;` C: a+ ti .;;6.,,.Sad;cJa;,..`.-.;.ni.,' 9, %aiki "+.;::.:+.iii. : , .. «/ , 1 1 ., , ftl\. l.-,'A'Yriaai: +.•iJ r:Fdt.,.s;."+,o, , s `. i I , r -.... . • Z /..• Z Us! re INSPECTION RECORD 0) 0 j 0 0 co 0 ILI i ■ 1 ' i . 42-/ 57.1g. ...i 1.- ' Retain a copy with &mit 3 06°) CD LL INSPECTION NO. PER 0. w 0 i' CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 1 5 u.. a ProjVtl) Type of In pection: 0 — 0 ai. e.-elAtO 1 . i .,eR()a A a/ , x I- ILI `,. Ad . 114 H 71 Date Call d: / 1/ . I , 5 RW0_5 1-0 Spec I Instructions: Date Wanted: a.m. Z I— LLI w Requester— , 1 1 7 ii 7 0 3 C ' 2 n D 0 O co O — , Pe r 1 /1/4 ) , 51) Lt i f C 't -- D i g /0 Lli LLI ‘I . IS per applicable codes. C orrections required prior to approval. U. r — 0 Z ;- COMMENTS: ' al -,' 6) 2._/.........c0 (-(.....9-4.... AP- ) 1 3 - - 1 z , (p--) C"--- rib-N. AO af e. L .11 • , ,.... , ,:- . 1 ... , ....... . , 3Y 544.i3 , g),Ixit , i ' Wi, Pri . i n s ecto r: R .., s oN...,,__)4vui Date: / 7 4 1 i, RE Prior to inspection, de must be I paid at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. Receipt No.: Date: . ; ,:. '•,,, ,,A .. _ ..,,.4„ ,-..., , ( s.: 14. - ' .: %, y 7.'• 4 +41i .:!;■LL" 4.141 .tr.t, ,,.,.. ,. '. , +1. 'ot,.:14,+,4.0 ,,,,,,h, at4 •Vii:; -r.^2%! . li: ; $1A 6 '.1'''' : 1. 1 :. ';',1; '..., .\ ■ ■ Z ~ W re _ _ _ . . , - .. — . . z , z 1— z cell' . I t.) INSPECTION NO. Retain a copy with permit PER O., U) u. * w 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g n LL. < Pro' t: Type r Aection: s CO 4160/ 1 AktuLoi 1:_clai A b0 ..s ( . roa, i( Date Called717/6-3 I , Special Instructions: Date Wanted: 7 a.m. I— 0 Z I-- frThri_.' i w w • . Requestec j 2 D 0 0 . . 0 — '.' Phon zNo: \ 0 1-- _ P P I L i90 '-0 3/ 0 • I 0 I— IN ... Approved per applicable codes. El Corrections required prior to approval. 9-- 0 Z lii u) , COMMENTS: rX` F I 001,- ,.., F: 1 - 1 . -V ---v• \ hAcl....\--E c, p PA r-e I a ,,-/ k- I' cfc 0 1-- z , 0 0\r- Wol t k . , ; , \ - . .,. ., - ,,v;to'iti Inspector: ' Date: -- - 8-o i li, iiist ! V. 4 44,1A1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1:14w ; Receipt No.: Date: , 1 0.44`,` bx .........--.....3.,...z..4...A.--- - - --.. ... u s it..... .:. . . . .. , .. , ... , ....„., .,,, , , .... 4 , htieaat4 .V.10 v14 IL. 15 15,. moo! , ■ . / - - . 'K,, J 1 f. *t5 :$ . , 'ti . �1� y. v t k Pi n , • ect • r: • Date: 1 . ro '; r . t' "V"".'' N.-CA.--) r ta.� / ( r U 3 , " a 0 , 7.00 REINSPECTION FEE EQUIRED. Prior t i inspection, fee must be ° t¢ ` • • id at 6300 Southcenter BIv Suite 100. Call to schedule reinspection. Rec • • t No.: Date: _, up t , ! 4. u tac 4 : i � � �� • � . .., yY . a. {. t' ^ - y •,'1.$)j.�.rn�F : xairm�iZ�''dJriLr..Cld.t' : rxi rFiJ.:. r, i,°; d+: s� %�vli <ik.le�91,S +�i!r.:l. 1_' ��t :. ' � i ,� ,._ ^ ",..- ;�.:. � `�" ' kd�:Ay'4j y`ri�" , X�n' °ir�:�n6:x,N;c�`ei. • n , - ...- . _ ''k CI ---,-, '.\ . 1 .., ) Z < . ' I F- w c4 2 6 D 1 .-7-- • • - ' • -- .., -- • , .. -------- -7 ----- -----7 - :-.7-•-:-.--7 - ------------7 i 1 0 0 ) , I co • .,1 INSPECTION RECORD . i co w 0 1 UJ I MM Retain a copy with permit v- . f INSPECT t • NO. PERMIT fl uj 0 1 i CITY OF TUKWILA BUILDING DIVISION i 2 i ' 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 1 g n Pro' ct: Type of Inspection 4e vi Pro , ir vrtoc / I/ f Wn i c o — CY i_ UJ Address: Date Called: quo . sc.. M c , ( r7 2 6 . , 0 Special Instructions: Date Wanted: , Z I- ILI al . • La PIP 10 el. r ...3,11:) 11 2 D , .. • Requester: 1 .-- L 1 D CI 'rrCt VI/ 1 0 • . W 0 — Phone N. L itlq Os to 111 u j . '1 0 I- 2 - I- ri pproved per applicable codes. : Corrections required prior to approval. 1 LI COMMENTS: " 1 w u) c.) = ,) ../.;_ Ar I- -; ;r 9/.....- c if ..-- ..e.el_ir ? 0 ' - ' • : .... „ •1 . fr ,- . . / . 6 /2 1 4. 4 ..) . . - 1. . ....”( 11 A ( " >' (7-:C___- „9 DA i k . i , . , 3) ‘. 4)? 2,...f./e 1 c ‘,/ d t ... qi,e/5 // , 11 . A • --' Avi - - r 1 `,"-"---- ,•,. i . ' .1::V.,77 1 , .4,104 154 . I . I - , InSpeCtOr ' Date: 1 , /1/, 0 1dh ''''6 0 $47.00 EINSPECTIO11JEE REQ RED. Prior to inspection, fee must be. I 1, 4 . ,i, , ....,1 r „ I paid at 6300 Southcenter Blvd., Suite 100. Call thedulii o schedule renspecton. Receipt No.: Date: I 1 ,t7,41mtd i . . . , 11116 4 144 y 40-40, - . -4, --' • - . • -; - 04- ' - '4,, "11,0 =heatiaft 410 4444 1 ,**, 4 4 . fg -0, ,..., orA " iiiii •,... 14 Ab tt:94.41 r . -. , +--- !- . ,..- .. ' \ ■ Z < . I ... A rel. D _.1 C.) .. ' i' , \ C.) 0 I 1,1 CO 0 INSPECTION RECORD S6 1 Lu i LI - 2_ . , . , . EC ,, „ . I i DN '''' S7 _1 1 _ Retain a copy with permit i co u_ , INSPECTION NO. PER S. 0 w CITY OF TUKWILA BUILDING DIVISION '/* 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 0.)431- 670 1 u- < 1 Projci, Type_of Inspection:, D Cl) ri I' . , -AZ — ra- i'VA.1 4 ilg I — Add ess: Date Called: Z (e (,. (// X i..- 0 5 . L , ()' a 03 1— 0 • i Special Instructions: Date Wanted: i )1( m3 a.m. Z I- I - LP 03 -: 11.1 Lu 2 n Requester: p D r4,-a— 0 0 co _ ' P( No) Li. 0 1.- I 'I 0 1— — . pproved per applicable codes. El Corrections required prior to approval. u. I - .. COMMENTS: III co _ 0 1 l / --'' i \-• too( s 6 L 1R 0 i p.-± 0E s z CC --1-e) _ ‘ c)vv■ 5 1 [ . 1 1 . .,.........,..._, 1 .-- ,. I' 1, it 10, ilf,,.., , r inspector: .. e Date: e ■ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t...1. • , 1'. , 1 , paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. likt. , 1 Receipt No.: Date: L., N,_,1 :ir ' ti.o..... -'-...-:.=...'.-..T...... L '; g , , k ) ,.4 h, t e444,,,,Eit.,7 , „,,w);, , ,o,P,.:0, s .. . . , ..-..—. , ..-- . - 1. .Cr _ -.\ ) z • , 1 1 — z w ce 2 6 M —I 0 0 0 . 0 CI 1 INSPECTION RECORD i• . co w LLJ i P ' .._ Retain a copy with permit L-1( ) •-• 57 SC —I 1... INSPECTION NO. PER) O. CO LL 0 Ill CITY OF TUKWILA BUILDING DIVISION f•V 2 , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 1 g =I i Pr 'ect: Type of inspection: u 0 . < i / 1 fa L/01 i ( LC.¢31 D a 1 A ess: r. Date Called' I I— Ili I , `----.. (kg?. 1 t Le la3/03 . i z 1 ._ j 1 Special Instructions: Date Wanted: ) f a.m.. I— 0 1 /241 a.3 Q.Ln.) Z I— U.I uj 1 Requester: 2 0 1 ,..---r6;1-7-Je.... D (3 0 1 Phorie No: \ o — • • ( 0 . i r • I-Approved per applicable codes. El Corrections required prior to approval. P i i COMMENTS: LL- Z 1 co [ d r‘6" - ---10or %/f/Ck •. oi 1 . ror) vv i' , , [ • -4 - ...,-... f . 1 r ,, . • . • • , . i. 1 , i 1 t _ . 1 .. ',,,, 0 4 , , .,. 43,444 pv.,,,,,,,,A , reJr.'et. ,,, ;:b4; 1 3. i ,,,,,..,. IFRI, 1 Inspector Date 7 ) : i , i ! , f , 1 -i6r (0 - z) , El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be %V paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 tr '',4,` '14k 'ia4iiiiiraeli4v1 ' “5r..i.:“..-,;mis,,..- `".1.,,;-;:., -; 't.OROer fi'.±;‘:•.,4 ‘1 : . r Z 1- Z 1— W CL 2 0 r ;. INSPECTION RECORD 1 N 0 W W Retain a copy with permit . ' N u_ INSPECTION NO. PERMIT N•. t I w 0 - CITY OF TUKWILA BUILDING DIVISION 4 ' ! 2 QQ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) , 31- 670 '? W Project: Type of Inspection: U d . . SP a KS :7� • GtJ� / /brit r = w I Add Date Called: i ) Z H i a9 ,se. A c ? /I i ( / r/o R i Special Instructions: Date Wante •� a.m. Z 6 �� 0,.3 j 2 ili Request : ,i U 0 Phon 0 .g .- fS - � ' r // 7 ,w W . J Approved per applicable codes. ['Corrections required prior to approval. LL O COMMENTS: �% !� W Z = 7 G t.�ic e...-4'/ r-: 1 - / —7�./ , z i 1 tt ' - !NTS 1 - 1 , r4. n . fl. Ins Date: ;• El $47.00 REINSPECTION'EE REQUIRED. Prior to inspection, fee must be ` 3 , = A, * ; i paid at 6300 Southcenter Blvd., Suite 100..Call to schedule reinspection. '''; • f . Receipt No.: f ' ' Date: t,;;u.,��•� I. j% -'•r1, :J i N•..y +. ,„,,,,.. ..r. .,r.+.,✓rtq-.1!'f�1 +.dY.- 44..,4�S1v,&,- .L r*w+.4 ix'•�;/5:s;, .rSjryt�Lr.6-e+•,.,i.+n. S:.sr.+l •?' r�ti 1 ' 1Hd..: rS ;��ifYT�rYv >.w. ja +iSS� , ■ • l • • Z �Z • W _I U " / co W 0 INSPECTION RECORD _ , ; . x , Retain a copy with permit _ % !. LL INSPECTION NO. PERMIT NO1 W 0 '' • CITY OF TUKWILA BUILDING DIVISION , " . 41 4 , j : ;: 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u. Q Proje . Typ of Inspection: N d e C r K 5 1 a (Y ( _ s. Addre Date Cal 171 Z I-- o SC ,► I 11 03 • . Special Instructions: Date Wanted: p mJ Z O La Requeter: 0 0 i r Cc -Y1 IC... H • Phone No: 56 ? j1V1 - oS /0 = Approved per applicable codes. Corrections required prior to approval. L Q Z COMMENTS: U v. c__c / ,C�2Ari i �V -b l LJ F - /6 - 1� / 9 Gz"c/P ( e___. Z 2.' i e6 --ac'G i. ` . t .. f � Ins. -c r: Date: / V � ' �. • � 7.1U �. r i 14 V47.00 REINSPECT" FEE REQUIR . Prior to inspection, fee must be i �r . paid at 6300 Southcenter Blvd., Sul e 100. Call to schedule reinspection. MAP ,.r s+ fir, Receipt No. Date: 4 w p :nom i l F + ' } u , . • r • f.« L ,t �.k.e. i .. YS ." i . , if l. 1f .t ., 4 , , - . l kl,. ,5. + , ' . Y ,) ,1 • } _.Y t Y �l M ,V. ♦ t71.'!' } k , r', , ? ... .'4•N t< ./ f V.Nii•., _. t} _NA.l .._ , / { ,,,,,I R W3i+f 440 ,}n' tt...to:...,. , ..a1 • r , r +c- 1 .� + ,» _ . . ■a .;, ,Ai4i;, +t •: �•« -; '.o: s.. r h..'kt: i , i - -,. r , 4.. :\ Z `` ; r Z re LLI I U0 . INSPECTION RECORD -7 w = : 20 Retain a copy with permit 3...5 e J INSPECTION NO. PERM 0. 0;) N U- O 1 CITY OF TUKWILA BUILDING DIVISION ' — W I p 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06 431 -3670 a n ' Project: Type of Inspection: w D s �'� v S s LJ r e \� Cr I ft = 0 Address: Date Called: ii / F- W 00 s.c M b- (3 - Z � Special Instructions: Date Wanted:/`� Z O t l0- ((p - 0 3 p.m. W uj 1 Requester: ? 0 l Phone No: . ��- - ( y( 9 O 1() wW =U tL�Approved per applicable codes. El Corrections required prior to approval. ~ E_ U. O COMMENTS: W Z 1 T — Z i , • I r i 1 i f • 1 ■ 5 a•K•'i�R ,, Y 1 . 1: Inspector`: Date: i 4 ,' I D Co I 6 0 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z Receipt No.: Date: j A::::11. I .s, , ; ` f , n ? 6. ■ i, ,• \,4 1 SGT ,,.NeC.%:iar'^i? "! : 4 '4T'`m i`it'^.w.34ir{.a .,''i a : : ,f.. ■1,` : • •a .:'c. .....�, . o , 4 i ... .... ..�...,..., �..�..•:,� .:....... .. ... u� ° 7 t: �• ;iYiriziiilv.�£ xc;:etSi4!` „r� • icS a,< tk�.�t:ty.,asf -� � •:1 { r , . • . ,. ( r4 I . /111.0■••■•••■•••••■••■•■•■•• ( z w C J U U p INSPECTION RECORD ILI pp � � v Retain a copy with permit i INSPECTION NO PER . / w O 0 CITY OF TUKWILA BUILDING DIVISION ♦, `• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u_ Proj et: Type•of N ° lrs f -rC� m n w 5 ' Addr s: Date Called: Z 1/ 0 Special Instructions: Date Wanted a.m w w Z . ( P 1 1 D�3 , ) Requester: Fr h a O N Phone No: , / oO — 4419 —e ;r/° w w U _ gl Approved per applicable codes. Corrections required prior to approval. Z COMMENTS: U W p H' criq VV , ! ,/,`x. Yo 'da' f I pector: Date: , (c, IS / inspection, fee must be , . f paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1n ' P z ceipt No.: Date: ; L� , >; # • //� 47.00 REINSPECTIO FEE REQUI ED. Prior to ins p ;,y ". +. �1• +�''il f' '4"ti1", +eR a ?+I' .lpp,a; ' ;1;,juj.' '" <'.Wi..�A r' .. ; '* truer.;; a:.. rij;^.' ttfr'' kr fa • r � >< 4 k ' ` rJ :Q :ti 4 ' + r ' � P " 3' ! ' ., t �. . .., 1t`.tSatk'h�l u?FS" Ot p.; z• reams; wax ti:,»��+thtdl.+'SSk6nl.t' BAY+ %6flm):.d.u4i &.15+" t�n77{t:};aR: iil'i da .x..�'t J. ?;'Y r i - 4 Cr I Z Z re W 0 0 INSPECTION RECORD ° 1)° Retain a copy with permit �� 57 A . ,_ INSPECTION NO. PER A i •., CO LL CITY OF TUKWILA BUILDING DIVISION :. ' 11' w o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)431 -3670 2 J Proj :� Type S of ( Inspection: �l � Address: 1 Da Called: C� J W oo S Li i ( LP ( Li (0,3 _ Z Special Instructions: Date Wanted: 6..m.) I- O p.m. Z I— Requeste : 15163 2 D . Pho a No: wn �� O — c 0 : 73 . ) (4LJ Q WW ._ A pproved per applicable codes. Corrections required prior to approval. E" L IO CO MENTS: W Z U= 1) l c I KW " - 1 ` Z- 'S - U—s 2 la , (Q .I.i.e. , , O �-�' Z • . 1 )7. , ,. 1 . ` n Prr Ins ector: Date: ni 1 ai ~ . t.. 1 e . _ ) r'. 1 (° � 47.00 REINSPECT N FEE REQUIRE O. Prior to inspection, fee must be 11.-.4t ; ,� aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ree ipt No., Date: .i f F4.ifi�•�. .? _ tl I C;t t'{�'t fy 1 %, , :,, ,, .,::,„ ,4`.. .., .',.Y .'+..N -,,,,, : y t' , is ._. n. ,i t,+h,,, ....sxl .e.:., :d . ';A. 1,.,f v.f:.i,.:.44, r . ;ta,.4.„.,.r+lw 1 -- . — - . -.mot , r ' s , .. ; • Z • ~Z re 2 / INSPECTION RECORD CO ILI i Retain a copy with perm *r� -�� -' INSPECTION NO. P I,' w 0 CITY OF TUKWILA BUILDING DIVISION . 4; • 2 ` • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q Proj Type ofJnspec}ion: 1 //, I - e.ctrS -,G --J7T ( it � r a(C� =d Ad r s „.5e....., p Date Called: f- _ 5 Special Instructions: Date Want? a.m. I- 0 '4 (.� I' d.� ww 2 0 Requester: li o N Phone o: f� � �/r��� /� IJJ , (Approved per applicable codes. El Corrections required prior to approval. LL H —O COMMENTS: di Z n U .' f v•A 2.3 ") G3 I - AA/ E. o 1- r Z •' 5 i 7.! ' t ' "r, i_; ,1 ' „: - . E fts ry h{ >°? I Ins ector: Date: ) , ;” ' iv, , . INFAV:)"4 El 47.00 REINSPECTI FEE REQUIRE . Prior to inspection, fee must be I , t' , - t aid at 6300 Southce ter Blvd., Suite 1 O. Call to schedule reinspection. : r Receipt No.: Date: r = :4::-,-)'... } ^C ...pv. , ?:...:�.r..k ..1 ,. 'S , ;,'/.4.10.1,•:'>,4-1, -. .:z.4 b.i rit!r.�E?i .44,,•f .. "4`4440-- %iR-ao,p i'Aw•4'� - y..,<a...F „. -.. .31.: i,i..., .:':...,,. `t.�.• }} .' .. .... .. ... .... . n..., tlFSW vi�u1 J4. �rY�aC�JV` rr•. � �” i rF�ri• A" xtdar.+ l4}«' ir7? �3S .isrSliVn`ar'!:'taT`r T;t h�dr.oi . j t • r.l. ■ z 1" W Lt qc W 0 i . INSPECTION RECORD I I( Retain a copy with permit e — 3 S W 0 INSPECTION NO. PERMIT N• / 0 .. w ' I J CITY OF TUKWILA BUILDING DIVISION 4 < 5 LL. . ':\:\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1-3670 co I Projec Type of pection: t = d I own - �� 1-- _ Ad s : Date Called: ?H o Ss. off( ��o Zo . Specia Instructions: Date Wanted: a. i , La ? Requester: _ 0 N 0 I-- I P No. '" U L I 0 . Approved per applicable codes. 0 Corrections required prior to approval. Z Cl) W COMMENTS: U F- 0 CD c>tA/e9 Ae r Awl o't 3 7 — /1 \ z t k • mss. fi; • F I 4 , r• r tit �i:? �, �: I �fg�ia�r..r w y: Insp : Date: , -7 fRutiP ,.: S 7.00 REINSPECfION FEE EQUIRED. P 2 or to inspection, fee must be . ',=;,f ! aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. „ �� 1. ..x, u Receipt No.: Date: 1 t ^ ;, ,t i Yr < ^fi .�'C-�� 4;ii � 'r w 3 ry'^.ti* ,,a� m ��,' � •, n `''4'''...w ts.' 1.Y, si�zvt iSasb'1t+'� '47. i f '' ''rn da' s.�,�a , 1 , 4 ,,,, k. , „./.A ;i,c "" r,. , n: s,: N' �' �C .l S. i# ��rl." �ak� � .s.�.c IMF. xYd[i C i .�+r:c'��,H++' rte C�FIFiXs � °;S.i >M,r. .,,• , ,. .. .- ,...;ti� ■ i , I Z I { �i � JO i ''-`-‘-'•••,' - "V"... -- ..." " ' -Nr--' .; - :_ (-. V - .' — d''''''''';''' .-- 1 4 ' . ''' - '' . . - .. __._ , U) Q 11.1 I ri INSPECTION RECORD S w o ,i l Retain a copy with permit 11 1)--. a 1 INSPECTION NO. PERM 0., 2 }} CITY OF TUKWILA BUILDING DIVISION �r t u_ a j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06 431 -3670 r , co D a I Proj ) � Type Qf Ins ection: „ -7 tS p`r�lt :La r/L/ H = i. �.�C� YJ • z 1-- Ad es : Date ailed: • Z O 5/2 6/0 LL' uj Special Instructions: Date Wanted: a.m. 2 D . /D 03 m U� Requester: 1* CI I— WW P o: = V O Approved per applicable codes. El C orrections required prior to approval. i Z UN `` COMMENTS: ; !_- E _ . ,. E. 1 S n/G fU ai Ir / C� dluw �e { n i p S l-. . --L (a 6 S L; . i C ! 0 . .. . /VC %'. 00 .tlo i <T0e2 y ` S-p4oe j i' 2/n/.• i G- a .c/ M �'�' 4 A/!- 1 f i IVF t1` �P✓Ip C) ( -I' L �7 (i0-Aij- I / /C / 9 ''%s> /G 1/ e S s r P 0 ) fn.l 2 0 /7/ Aet.) }4 ✓P AJR D 1 G Ai v „d/ . ICI .. - e t � I ;.■ , 1 pi s3k, ¶tns fpe • r: Date: V 47.00 REINSPECT! N FEE RE RED. Prior to inspection, fee must be ;1. "` •aid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. .•,r,:' _- a eceipt No Date: ! tl y . r � I YNW9 .y�`i kCG7JJ' h -4, v ,,,,,,,,, ' ,,,A,04s,0 4 am.a i,3 , A.., : aG. 4' pOi y, ' r,', ;tV •';uZ, ;: '--.. +4r;i: c..- . 4� }.s hr 'd.A9K( R 4�TS =S t57•'rAiSrhfi'f ......- _- .... ,,...... . - -.■ .cr - , ..- . . 1 ) Z < • , I I- • „- CY Lu I - :' -- ---- •,-,-,-..---... ____7 6 D _I t.) 1 00 INSPECTION RECORD D 1 u) 0 u) Lu 11 0 Z -35-7 I LIJ i Ret a copy with permit .J 1.—. INSPECTION NO. PER, • 0i i ' Ol u j 0 CITY OF TUKWILA BUILDING DIVISION •• 2 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 g 5 IL. a ProV Type ofnspection: . ) CO i Add e Date Called: I .5: _ W .. ,0 0 .0 - f I I 03 i z 1 ._ Spe 'al Instructions: Date Wanted: a.m. F- 0 S i 0 1715:1, Z I— ill ui Requester.: 0 0 ' Phone No. 0 — "l • ire i t a 0 l- a! u l 'I 0 ' ,. n'Approved per applicable codes. El Corrections required prior to approval. I— — I— li- - COMMENTS: Z lii (0 0 F -_ - f CD z if) -c I ,,,, ----- -- 0,y 1-- z 1 \ , 1 . _ ,, , Igli Iciq \ . 1 tj)ector Date: (2 ■ r A.....". ) •-........4,...._ '-') / I (o / 0 "g• .1 A ‘,, IMiq Els. JO REINSPECTION FE REQUIRED. Prior ti) inspection, fee must be It ;Al . p. ,, at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . 4 , - :;:'..-`..V.',;."..:*-"4 1 .".Y .,-:,,,,,..;,!.' ; ,Ir."4,-.1. .1. ■ :,.. r, i' , ., , , .. , . ' 1 s .,. 1 ri;;;At ,, ,1' .V • ! r -.......,f , 4 .-..,- - er • . N't Z 1—z no , 11.1 6 5 ...I 0 00 0 • INSPECTION RECORD w COW • Ill I ', .2■" Retain a copy with permit OD, 35 "./. IrC.4 ......I I.. INSPE TION NO. PER 0 0. CO u., u j 0 CITY OF TUKWILA BUILDING DIVISION . 1 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)' • 670 g 5 u.. a , P roj ejimo......, Type ofilnspection:„ JIM OA( (4k9W2A-9,/ co p , . .• a A.. ' Add - e - s s : Date Called: I— ..,.. 00 S •C- .24/// 5 I ) 5/ 4)3 .a. Z I-. Speci I instructions: Date Wanted: a.m. • I— 0 C- ) /I Le/03 C., Z I-- al uj Requester:— — 2 D . D 0 0 w Hri14A ik 0 I-- • Phone No: SD3 ILI u j , 12/"Approved per applicable codes. 0 Corrections required prior to approval. I-- ' • 1 CO M M E N TS: ...: Z UJ w 0 .---....., 6) 3 ( j ) r---(ora.,- Q51 — 1 i ‘, 4- c.) . 4 , r _.... -1... 0 l' t 1 ' 1 ' I - 1 , - 1 icT 1.5 9 ., l ES) • Tu ector: Date: su..... 1 laV4 447.00 REINSPECT! FEE REQUIRED. Prior h to inspection, fee must-a 1N.k.: i t. aid at 6300 Southcen er Blvd., Suite 1 go. Call to schedule reinspection. R eipt No.: Date: et% .._ ... . . .- - - i .Cf — , 1 w z W re - --- r, __--,-_ • , ,.i--�•n•.. -.-' -- . . -..'-.,— ,•- r.. -z,. -,r_..- -,---"'"'—'""'''''• — I 0 ».. U O INSPECTION RECORD ` w w 1D Retain a copy with permit F � Q - 1 —' I INSPECTION NO. PERMI • N LL CITY OF TUKWILA BUILDING DIVISION ea. }} 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _„_. (206 •31 -3670 g J P oject: Type a Inspection: - ! U Q e Ad • ress: Date Call-d: F W L.- (70 5 , c ? � Special Instructions: Date Wanted 1 . ' Z O W Requester. ? 0 U Phone N � � �� r - 0KI O W ':. '_W . l A pproved per applicable codes. 'r Corrections required prior to approval. I-- I- COMMENTS: z r' Q Avv1 t Ni .h 0 U ( S . (. __ co Z i h O 2 n 0,11 1 1 - C, 6, - Appf o 1- ,. Ilvi r-dv tr( c 0 erry° 6 c 1 I.J1 • 4 e -( A- , 1 , ..-e.oN . c, v+ -1 . c3 Nom h v✓ J ...1 1 ■ x h e-r/. • L,1 a ( ) s, - (..). ra 111 a A r1J : Si 1 ewe-,/ l' ,e';(0 I«1P H -It -Ce. -fie , . *--- 6. c) ? vh_y,o D _ ... , ‘,...01-G,_ t ( A ,re, 5 4)-e- ri ,..N,s 4i tc4 o Al t•i k (cr 1 *r) be �v`r t ea (k.o <[ J Pg.) U N r z� ^ ; tu ; I ,• ector: Date: 3 IA 'r $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be i r- ' �� ,?.S * .S fi. paid at 6300 Southce er Blvd., Suite 100. Call to schedule reinspection. c 4 R - eipt No.: Date: , 4 ,r. Y in . '. = :i- :iG:kui p �r'ss ° t . n1o� G' .C� �±° si c2' ila w: i ,- �,t ''''''4"."6"."4-; e rt.k � i i.�i ^ „ ix t ; y %� . , _. .. ' • 6 ' ° psi%l�✓1?s,' rig• Yats:, x�'.., w; i.. uk: � , ,,�eadii"/r,�ikia; •C:.:;itis Afin. A1'1v • - i -- - - - . - ._ - ,- _ . �1 Z • 1 JI— W CE W 00 • INSPECTION RECORD w W 1 Retain a copy with permit �9 -� i _1 � a ' CITY OF TUKWILA BUILDING DIVISION I" ° 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' t: Typ Inspection: u_ Q , 0 (3 ra Vi (1 C co d Address )'{ cl Date Called �� / � = W Z I .. Special Instructions: Date Want r .m ° DL(3 Z I_ . W Ili Requester: 6 ' 2 D CI Phone No* - f 1 - o /0 ° N 0 i_ W .6 perovecl per applicable codes. El Corrections required prior to approval. I H u- Z COMMENTS: W „,,,,n, 5 ,Asces LA:3,...¢ — I 1 CC — g2. 1 I p .)...,e../ .4. a z , � .:y�, ,. r > ` �j ?,� 4- .14"”' - si Ir'I a Dat -1 r t �( $ 7.00 REINSPECTION FEE REQUIRED. rior to inspection, fee must be f' 4*� p id at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. Rec ipt No.: Date: Viz i .7rj: 1, ti S t S F. w ,Lad .tr kr n, . .n ^ a4:, n s ► nJ > .:,,I, . ..1ri,L,., - y , l'e .. , t 44 `'µ f,'...4.,' 1 1F4+ tha- 1:444SC"A'...Y:fr,,,A.if ; ....0,14'4`4,:4V 4, air A., 71 ' , 4..I , ., r w s \ . . \ N I Z < . ' I F. „, IL LL. 2 6 D —I 0 O 0 U) ° - G, INSPECTION RECORD (/) w III i I • CD Retain a copy with permit MEE —I 1— U) u. i INSPECTION NO. PERM . i Ili 0 CITY OF TUKWILA BUILDING DIVISION f..,f. 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06 31-3670 g 5 Project: Typ_r of ItispectAni: u. < U) D I -_IrcAr 5 ---h ( %)1 t2o6 rd I a I F. IJ Date Callec1 L I .o 1 Ad Se. /Ott # ( /r3 1- 0 1 Special Instructions: Date Want4d: / 3 " I . ) Z I— LLI ui 1 Request 7 / D el? - 2 D D 0 fan') . ,. Phone 0I N ' I/1/1 - eVC ILI Lu • I 0 ' I— - 'Approved per applicable-codes. 0 Corrections required prior to approval. U., I T% I. — kJ COMMENTS: w 0 u) 3 0 /— 1 ,..-2 _5 . /F" 4* Su./ 4 4/5 ZS --,4 p 1 t z (do 11.c...., //- Oei-e./E-A, P' '' 6 4- ) ‘ I 1 i . . , i S 1 1 1 , 1 ! - , , 23',:5:1-..c!•-.',',-...Ft, ,..,,,:,,,,,,,,, .‘' ,, / i R'sVp. I 41111 r ctor: ,.---- Date: 0 4 41. / / AA cA .1,.../ 7 - 7 —e.... '), . 41 1 „ i FA $47.00 REINSPE N FEE REQ9(RED. Prior to inspection, fee must be paid at 6300 Southc ter Blvd., Suite 100. Call to schedule reinspection. rzt ! . Receipt No.: Date: S ofrtiriF4t .4, „, ,...,-.... ,, .‘,1..:4'..'..,:. - (..,;-.-,.,-;., :-..„;-2.... .,,,,, .;.4-.. • 's-':e.-'' ‘.1.+ - • •• . ^ S 5 q. 1 *I.cc. ifoL. 7, 4' , ' rii0,4491 ■ r t . I i Zs,r r. z W 6 N 0 INSPECTION RECORD . 357 w w = i&' Reta a copy with permit U) INSPECTION NO. PERMIT N• W 0 t k CITY OF TUKWILA BUILDING DIVISION • 2 Its 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 � M 4 I Projec Typ j of I spectid r _ N i Add s: Date Called: f W Special Instructions: Date Wanted:,_ Z O { ly0 p.m. W i Requester: 2 0 d 04 / 0 . I Phone N • 1 — 0 I 5 -447-6g /6 IL u i .= V • — ®.Approved per applicable codes. Ej Corrections required prior to approval. a. ~O a • COMMENTS: iii N ' F- Is k �k- . Q.,,.,. T 5 1 z~ t - -- 1 g .P C ,. , 4.... - II ., I : 1,,,,,,i • I / ' ' ' .. .1 ,, ;1 , i - - - ; ,4 '.. { A k . ';',1m ,4 %it,... ' 1 alnsp cto Date: l ) 2..i.( ) t . 4 .00 REINSPECTION FEE QUIRED. Pr or to inspection, fee must be §; t; id at 6300-Southcenter Biv ., Suite 100 Call to schedule reinspection. I w , t Receipt No.: `,,,,, w - Date: k ` : G'S . .. r ` l ,wi. h.. xr,.� ,rj. ;" ., �l. r , ' C,"a;k "�! 'r v ; >'�iH,,, 7� l+ x ?•" ,J1 Z., ,P 7.4¢r.., r C.�r ' . fUts': .'dsr. 45. 4..r i.Y „u Z.',n ,t'. ! r,l2:t ,.. ` R. J^ ; ttr:; t 4 . t '{ I3 x o'h.v A,. .4 G,A'4'. 1 I44 i r , . ;` Z ~ W ---. -1 -,-r -- _.. � _,,- r 6 U i — UO (f INSPECTION RECORD w = � [ Reta a copy with permit ,, G -I F- INSPECTION NO. PERMIT Nydr N LL. CITY OF TUKWILA BUI DIVISION. (14 w o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Pr4L% ct: I, T' . e Inspection:. Q 1'/Ti • i 4 N a Address Date Called: W 40 So CM. Ma // 1 A s/o 3 , Z Special Instructions: Date Wanted: /vJ a.i IZ O / m ' W W R equester. j Q C14 � /e�' V N , Phone • t — 3_4 ak / o 0 W W ._ .Approved per applicable codes. El Corrections required prior to approval. H H -f u. O COMMENTS: ! Z U� C O 3 v& -c 1'Jw- 2..,.,. 3 o S- A Q( 1., ..0a0 o cle � z , \ ■ ' 1 V;Ip { it sp ct : . Date: , lv . Date: / �. y I C ' c 4 A a $ 7.00 REINSPECT ON FEE REQUIRE, Prior to inspection, fee must be z :f . aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r i . r , Receipt No.. Date: � ,tip;., -,zx :rF61 ; n ivr: ' I , : ,:- %1 '*4T�:C..'","• r'4! i':= 'i !+ . l .r.� "J' ,i'r• ,s y�. c^'+ .G'>t t t x.: .... d .t . :91 'a.�'ct:. . . . 3"� t, :r. v;••; . �� 'Ss2Sl4E 'b. :a/ 'ai'JgP;s `.1NinP:thEt. r "a 4�'1»?ts+vlLix avitx•1 +. (a.i1gev4 nin.,vc t , r _ -5".5.11G.I 1' .1 -, - . , '.\ , • .., ' z < v I I .1— Z tu r‘ 2 t- , ,, ,,. T _ 0 JO 0 co 0 INSPECTION RECORD U) ui .' 7 DO - 7 Lu i Retain a copy with permit (0 IL INSPECTION NO. PERM P. i u j 0 CITY OF TUKWILA BUILDING DIVISION r . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . II (206)43 -3670 2 21 Project: Type of Inspection: r - D • U) Sears at Soc+r Ma 1 I r ram) mg I a Address: Date Called: 5 1-03 1.- ILI 400 Sou-illc enter Mci II . Special Instructions: Date Wanted .m. I— 0 Z I— LJJ uj d: 5 - 2 - '03 410 2 D • Requester: 4 ... . i 0 cl ,-.. • `; 1 Y )/( 0 ) ' ' 0 .1, _503-tiLic/-61/0 , .,. . w ' Approved per applicable codes. El Corrections required prior to approval. LL. I . — 0 COMMENTS: Z iii " A -40.-*-- 0 cn P I i Ad / C L,-v--fin— / 4 i i= _27,JA/ I-- 0 Z 6.1?..s 7 e,,,,,, s / i lea:de - 4"e/ (.. , : k .., ( . .2 /5 7 //e9C)t 4) 4 kt/i5"51e-k- . 1 ,--. ' 1-0 . ‘ 5 , A ' : • / 5-' 5 '5 \ \ . ,1 4 , . ( (ris e ec or: Date: / ..4.41Lihoill■ h. . — II $47.00 REINSPECT *N FEE RE* IRED. Prior to inspection, fee must be paid at 6300 South enter Blvd., Suite 100. Call to schedule reinspection. , Receipt No.: Date: D'ITSA:24 kl cz-o z ....;•4,.......v.44., ,,,, , e ` .,... . ....,,,,,',..,:,. . , -,., „,,...,., . ,4„,,..,1,. , .,,i,: ;_,,,,,,,, 4 ,,,,,, ,,„•,, . ;,,,,, , , ' 5 4 v.A. 1.61digua,,ay,,,,p; Acv 1 'Altne. 4 1P,04.146 . .-- 6 :` a 1 • Z ~Z �W 2 .. " .y..r'" ".'4."".,"7 'c ` I IA N- • - ,arr". .zijrr,?-M. ..r.i . - 1,,,1+r — . , •1• -- - ';''.ra^•-- ...- -- -s. .........."^.r•.+a-•,-, 0 00 INSPECTION RECORD CO uj Retain a copy with permit .19 ..I I —' F_ INSPE TION NO PERMIT '• 0 LL CITY OF TUKWILA BUILDING DIVISION ►. '' W o 2 y}- i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g J Pro Typeof I pection: u ' j el.....- !P. a Addr s : Da Calle I — W i s c2, Are �� /-? TO ? 1 Special Instructions : Date Wan a.m. I— 0 3.0 D3 Z !+ ww i. Requeste _�--' IM& C0 U � Phone 0 . W Approved per applicable codes. Corrections required prior to approval. 0 ■ COMMENTS: Z U co r. (1 g s,..- C . l,—,-0-..-- 9._ w N -- 1-c) S - 0 _a,•..�.¢- �-.r. a Z 1-- Y C -) 1 s-{ ( Ti T T t o 5 0 •- C 7 • C) ) 2-- a 0 i— . r . Y , ,I • C ; F Inspec or: Date: `� Y: l .-� (.�J G‘,4 ( / v 101 f A 1 r � ' - I > . tto ' 7.00 REINSPECT! N FEE REQUIREV. Prior to inspection, fee must be . p ra- �.4 ' paid at 6300 Southce ter Blvd., Suite 100. Call to schedule reinspection. ;. Re eipt No.: Date: f r��.�.r�,t,� f ,'!s� f : q , : i'ci :�ry � ..+: a .y,a r 'rt 7`,41, 4:'.A!_ill,tuai.,4,' "v1..i'll Vag.bj ,r 4;.iz if 'wa. - W;4vs�wS sv!:sw.riki,; .�J?k.tfaSrtt „ aa , �. ,c• „A„„ s„ ^ «a N; = oFi`L(a :.1,4iRA7,.,t fi;l ;.p:o: , 6k1Ar'4•,•;,4n 1 r , , .1 . 1 ) Z < , v ' ' v . - . - w W . 6 5 -J 0 ; I. I 00 :1 ' ' • INSPECTION RECORD ma co LLJ Retain a copy with permit ILI x • INSPECTION NO. PERMA,P. ii i .. 1,- CITY OF TUKWILA BUILDING DIVISION Ira 1 w ° r I: 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)4 -3670 2 ProjAt: Type of Inspection: -71 u. < ( SeCi 'fl S. ' - Fr Cc irh d)3 2 D _ a I Addrallecl: . ) ., f 1 LI 4 ess: 0 A ,4i Date C ii /1 -I/ 1 'D 1 z F . Special Instructions: Date Waldi a.m. ( ( I-- 0 Li.' Z I-- W Requester: i 2 D Tr 6 n ) rs . Phone No: CO V3 --- 44q 0870 • g ; Ill u j . , • I 0 ' nig Approved per applicable codes. 0 Corrections required prior to approval. I-- 1 COMMENTS: Z iii co C.) 1)3' - Nor Col__ A-A- ctiAck 1 -fo9 ... _ r:"± 01-- Z t k )004 : Elf.c--tv-'eJ .. k (r‘srill*P-i t Ovk 1A t"•I'S ej \ OCINI''' n t kr/NAP vt 4 \ t 0--C. \,, v-or) %An CA VNIt ( " - V CA S c k tro0 IA- , • , . t . r , 1 ' , 4 1 4 I I 1:N.r„,13A.A t ' ''f, 74 ',7y . .AVAI ...""""'".... Inspector: - " ,t ia ....\ Date: ; NOR i 41-o II . Nor I 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • )1':iirr' . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 41 . i 1[1,Tv ' Receipt No.: Date: _ 1 - 141.1:0 ,•.• L..Z.4 e 44, ..441.W A 4A )41',4; 46,44,1,,WAO a ■ r_, __, z 2 al " : , L -f - '• "'.. -` ,-:- "" ""..""" F .-'-'- .. ,- r.." -.. _ - . �c _ ___ '� _ Q / JU INSPECTION RECORD � w o L , r1, w i '� Reta a copy with permit G a � � [''''' INSPECTION NO. PER NO. / N CITY OF TUKWILA BUILDING DIVISION '� A uj 0 p I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 2 I Protect: Type of Inspection: Q Pr(tc5 FrCi of) I09 w d , Al ss: e tc ( Date Calle Z w boo � � I ) ) c Z= Special Instructions: Date Wanted: a.m. J/f, - /C 3 Z ° Requester: w j 4 / I n I( , � D C� l.. Phone o: U N G 3 �l� / /-C8 /C o� • L1.1 a l El Approved per applicable codes. Corrections required prior to approval. H U rz COMMENTS: Z Lii " U N '. C \--ln (r <sy.A.±-e-vauivo0 Z • C D tee. S . . t7c,/z wqL 4 ( . • ~fl it c trYN. . . q: ) e.� e ?fO t c \ N .�. (IS & C /1 . � .�`= 7 4E. eA. joj ,,„Ao.m ,tc {,t,t / 000 /-100 P ;Y'Z+. In pector: 4 ;: l' c...,,.."..„, 11 ,,..,,,,... .$47.00 REINSPECT! N FEE REQUIRED. rior to inspection, fee must be Wet fir -; paid at 6300 Southcenter Blvd., Suite 1 O. Call to schedule reinspection. t °' • -ceipt No.: Date: ., ''"E . It .. 'C'4s;!.yr'�, (re y . i . Nw..r .. 'ik•: „ ...th%e. , l4 - 4101 4 4�a1:"4�"3drhtl.Nvi: ' 1 4 10ioC4, Ott.4 i'S:i }::k.'i L'i t' i s \ Z ~ w . . -.. QQ J V 00 'it; INSPECTION RECORD N W j':.. Retain a copy With permit U pa J INSPE ON NO PERMIT NO, I . !A O r-' CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 - Proje Type o nspection u_ Q c � ' _ - r , f Y { ( 'Y7 u H W d • x Address: Date Called: It'D o 5.C_; (fria(I i ///0/d Zi q Special Instructions: • : Date Wanted: I— O I, I f'- / /0 p.m. Z I•- wW Requester 2 Ph a N) O =W proved per applicable codes. El Corrections required prior to approval, i I - 1 - :: u. 0 :' r COMMENTS Z h : 1 LLI co U :., I- _ ' , - ,,, O ~ ; Z i r a i t , t , , Q i t, . , . Inspecto �/ Date: k' ?'a , a El $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be Z " . I; , paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. # �4 N ,,, I S Receipt No Date: > i '' •Ll -'6'"' Mi Y`r + r�. . .n "' ..'i's +e5w'.`" .:r. . .. ..."-- '1' . . ,. ai.-..' .,+... t . . A . .. . ..a�s.tN r ev.��.�„`,uvw�; Jib. 4�t�a�it ��;;. mi; isc�+ � Y: �+ r��a�. t�� , :��r , ;.• ' •ra�' =l:t;sc: ° xa; i' 4 I ' i .... _ ""l CI -",--' '.\ 'C t '` ' ',• .7 '. 7 1" .. -',' -- * *M, „7 • A -- ‘ 0 ..... ................ ......k I, uq f ali 4 ••.•D City of Tukwila Steven M. Mullet, Mayor , ....t -- ..fim‘ • c : , ; .••■ , '1 0 \ Pa Fire Department Thomas I? Keefe, Fire Chief *.'• ............ ..." JO --- ' ‘ , „ 1908 ..---- z • ii-: I-- Z V r‘ 2 TUKWILA FIRE DEPARTMENT 6 D —J 0 FINAL APPROVAL FORM 00 co 0 LLI x —J P ermi t No. DO), - 3 w 0 (r— 0 7.. - 32j:4- g 5 IL. < co m 1 a 1 _ w Project Name - )e. c . 3 ...... I-- 0 Z I- Address 4 5 t.i)\ e,k \ al 1 Suite # LLI in 2 D O a O (i) O - O 1- . 9 Retain current inspection 'schedui Needs shift shift inspection u.4:5 Z W , 0 u -I O I 4 , Approved without correction notice z 1 • Approved with correction notice issued 1, Sprinklers: C d , ...- Fire Alarm: Hood & Duct: . Halon: Monitor: Pre-Fire: Permits: . -.„.wckkIt 1P isurA 1 s Ar \ ')All\ I NS::- . P) al — I I 0 2 - 7_ 1 (...' ,...) Authorized Signature Date !::!! FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 ! N■Vi't AA . treS1 ;s aWb • A , t, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 1 „ _ J i r __________ - i- . — \.4 r �. w `,` W . 1 a bI..o . •NS - U ION ASSOCIATES INC. . 1051 Westutew Drive Business (509) 663 -9800 Wenatchee, WA 98801 General Contractor Fax (509) 663 -1051 Z I • j-- Z ( September 24, 2003 rL I M r. Bob Benedicto V O City of Tukwila Building Division w H 1 6300 Southcenter Blvd., 100 I Tukwila, Wa 98188 W O ' Re: After hour inspection request J I Dear Mr. Benedicto, Q d . Ill I would like to request an inspection to be done after regular business hours. Our building permit z H I number is D02 -357, This permit is for work done at the Sears Roebuck store at Southcenter Mall O in Tukwila. The purpose of this inspection would be to do our black out test prior to us getting our w ~ . permits closed out. At the same time we will also be checking our horns and strobes. In order to . 2 D: do this test, Allan Berg, the electrical inspector, has told us he will require us to turn t power to ° D 0 I the building off at the main switch gear, For this reason and the fact that we need it to be dark o H, I outside during the test makes it impossible for us to do this test during regular inspection hours. 3 Sears Roebuck and co. would also prefer that we do this test outside of their regular business 'z v ' hours since having employees and customers inside the building during these tests would not be O practical. z 1 W In discussion with Allan Berg, we would like to schedule this test for Thursday night, October 2 U = 2003, at 10:30 PM. I am assuming that this test will take a couple of hours, but we are scheduling O H': it for four hours since I have been told that there is a four hour minimum fee for after hour Z I inspections. I i Sincerely, Blodgett Construction Associates E Frank Bergmans i Project Superintendent • I I , ,,,,, 4 - ' « `7 { r ,,,,,,,,,,„ ,..„,..„, , ,,,„ 1 2 }ryI W.C.L. BLODGCA 055 PZ 1 L`' - H * f' .,. .,•I: J.Yau, :.k1•r . Sr ..w r.. iA "l.rr('a. r >rixY.11sA w. an.a -.i1'M rfx.: >r- ... .v.. . , .ct». - :..i_tr'if.�, e4.,n.4a ..G:.. 4.:1` ..... .. .......:n. i i I.) ► —. , .. ;` CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION I ENGINEERS PREVIOUS 114 2 6 7 12919 N.E. 126TH PLACE REPORT No. No. \� KIRKLAND, WASHINGTON 90034 (425) 823 - 9800 EVERETT R1..� 8WEDB17 DATE CERT. NO. KC � G6J L i �z o 3 0 3 0 LI • '10 PROJE T FIELD REPORT :0 2003 APR St:).0-S COMMUNITY TO: `a J eM t. a 0 S 4- DEVELOPMENT O PM NT LOCATION /4 da S c c ...e. µ 1Ge. a `J c ., BLDG. PERMIT NO. OWNER Q to;5 ca eScl' c) i K) 0-“he. 0 oz. 3s7 w WEATHER TEMP. AT AM re je11M\''GrL E•. , 4 9131 1 AT PM W ENGINEER U O ARCHITECT W = ATTN: 2 PIA . N U.. CONTRACTOR n W 0 a \c� e ) k Co ii 5 2 (2) (3) IL Q ' INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS co 3 _ RESTEEL/CONCRETE RESTEEL ONLY FOOTINGS _ SLAB = W I _ _ RESTEEUMASONRY STR.STIWELDING , AUGER CAST PILES OLUMNS Z I , I- O — OTH ER — STR.ST /BOLTING — DRILLED PIERS — WALLS W 1- Rl ' Te S .1- ,S j . -- BEAMS .. ON , ( �I oo�t. 9 �,w � Pr p Ili (AREAS) . = Lli . 2„ I l OD it g .+- 1t. L . . Y 44, O E 1- O ¥ A M OQa•... let 4k...... . z U= O~ CONCRETE/MASONRY MIX NO. DESIG TR (f'c) Z SUPPLIER- TOTAL CU. YD. PLAC t AIR NT ( %) SEE CYLINDER REPORT NO. ■ _ YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: V e Q • 'F 1 CAM Iii M C Cir % C M 6a) eve. 14 a pi , R.QO R• S - . Ad ke S (L)* D; oQ La o �- r!i i \ G c.Z CS 13 HrAt GA eciZ s 0 AA.% AA- t r t b NG k L01A S I>uo k- FA11 . .:= i),•,\ _ . 4 s TEST RESULTS APPLY ONLY TO THE ITEMS \ g' %A. (, Gc _ (3 'e�tL. 1 At ,a , i HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME PRI D W. + T. BE REPRODUCED EXCEPT IN FULL, WITH. !� ,j,� k �,., 41:A . F I ; ? OUT THE WRITTEN APPROVAL OF CASCADE �' ∎ w t21 7 le,r'rt TESTING LABORATORY, INC. INSPECTOR SIGNATURE n - REVISED 8WOO SIGNED BY --" ---�' ' r :���7;�T: '� fc� a I -.l" 3 } COPIES TO: t . ., . ., - -, - r- • ' •(r • f , W D Y Structural • Civil Engineers bowl April 22, 2003 z • Blodgett Construction Associates Inc. z 1051 Westview Drive re w Wenatchee, WA 98801 6 00 Attn: Matt Pulick w Re: Sears Tukwila column wrap w o 2 � i Dear Mr. Pulick: u. This office has reviewed the proposed application of gypsum wallboard on existing columns that are _ presently wrapped with mirrors. It is our understanding that the wallboard is to be attached using z �- Grabber Construction Adhesive in a 12 -inch by 12 -inch pattern of one -inch diameter spots. This z o product is a waterproof adhesive specifically developed for adhering gypsum board to sound structural surfaces. It meets or exceeds several ASTM and UBC specifications. D o U 0 N Per the attached calculation, the wallboard would have a seismic (horizontal) load of less than one ca pound per square foot and a gravity load of 2.8 pounds per square foot. The Grabber adhesive meets • v the 110 pounds per foot of wall shear loads per ICBO ER No. 2769. We requested a nominal pull -test load requirement of 15 pounds per square foot, well above the anticipated lateral loads. — z w The attached report from Cascade Testing indicates that neither the adhesive or the wallboard failed H during the test procedure at the 15 psf load. It is our opinion that the attachment as described will z provide adequate structural connection, including lateral forces from seismic events under code specified loadings. WALKER/DILORETO/YOUNIE, INC. a Aria BUILDING DEPARTMENT • rk‘' e D02- 551 r • h I •x:.I' q. via\ 13i;f) S y tiff'; r iwv C~ ra Robert A. Walker, P.E. ' E�i=IRES 8.31. e'do$ 1 ill O %� 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • e: wdy @wdyi.com f ro' .t. Y,i. ..: ... . .0 .. .. I. .. ...o.r e.. w.S.•'h..: ...v w, a:.'✓i t4vi.:W,airiK Vlr,:9Gxr:w•tiS.rl :;:i »/. ..,.. ...... .•. . +s4 >:i: . ^N4n . i.. 'lv4SMI, ____.4?C!MJAF____ ____K+_______ A ■ .. i ' V W D Y Structural • Civil Engineers Job Name: SL+2S 7a- /K6cJ' LA T / Job No.: Sheet No: G I Date: IPd- 0) B y: Client: 13e-A— Date: 6 1 } z Seismic Anchorage - Wall Elements z t~ ,l- - z w F 1. 4.0 C I W (eq. 32 -1) r , e 2 _J O a Ca la hX 0 o F = R ( 1 +3 h W (eq. 32 -2) W i } F i 0.7 C I W (eq. 32 -3) co w O I i 2 I a p = 1.0 [ Table 16 -0 ] g a R = 3.0 [Table 16 -0 ] C = 0 .36 [ Table 16 -Q ] z w 1 I = 1.0 [ Table 16 -K ] Z h /h = 0.84 [ 13.5'/16' ] 1-- O W F = [ (1.0 x 0.36 x 1.0) / 3.0 ] x ( 1 + 3 x 0.84 ) W = 0.42 Wp vN F 4.Ox0.36x1.OxWp= 1.44Wp i . w uj i H U F 0.7x0.36xI.0xW,= 0.25Wp �p ■ lii z U= Fp= 0.42Wp o . z 5/8" gyp. bd. Wt = 2.8 psf .• F = 0.42 x 2.8 / 1.4 = 0.85 psf \) = Z, 6 ?sf / 144 = 0.0)9 ps i 5SuM I� / t: d vfn :5tl/e..- /loaf V �� 7 . .. 4A � 'a , 4 V e-' 2- ,;. �.,. . " /e0 40 1 k1 Z ,. .4_ , r. . _1_ - ZAO t ��' y� ,004. p , , 4 4 — ., v rHA� P ` S` } IA-- ; t ri O ft `. 4 i e6i. Se�.+.i, 4 i alltrt7,';74.441 . ye t 1 7 t 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com L' . ..c.>!: '1„' '.�ck . •. .. .u.,�ta.wr..w: ,'..:,.. .,. ,H:w1+:— :.w.r:«,.L «,:w 'xw�ew. « ......«... ... .. .� � a ,�v..,..,..x...,.....s.......,. ,...wm..w.'r,•, wswe. wn+ wx, a.:.. sw.w...na'+roewrvnnsw,wn„,wo.,. . } . r-- , wdy gypsum to glass wood to aluminum min design values , ) • '..)4/22 09:51. FAX 5096631051 BLODGETT CONSTRUCTION 21002 F=.:0 . : CASCADETES T NG FAX NO. : 425 -O23 -2203 Apr. 22 2003 00: 49AM P2 j•. CASCADE TESTING LABORATORY, INC. 'y.f':. ...;; i � TF5TING & INSPECTION / ENGINEERS PREVIOUS i f 4 2 Iy�� , 7 ... , • .., 12919 N 'mini ni PLACE REPORT Ne, NO. •� 4 i.. V i yI KIRK -AN). WASHINGYON 98034 (4 ?8) 9234800 IVEROTT Ia9S)z59.481/ ` DATE CERT. NO. FIELD REPORT P >: a. s • LOCATION 1-: +� X�. �+ {� Z l31b PERM►ti' OWNER ,I•- laSI (..0eS'd' dt`e.i V) R.%v ie., 0 oZ IS -- D WEATHER TEMP. AT AM i U O PM e. fl p G c!�.. r� Ikt ' CU � - - _ _ AT __ ENGINEER' W W AFiOHITECT J j * - I41 • k u, o .... CONTRACTOR 2 r„ ea koa � ' a s 4' g a iNS ?ECTION PERFORMED IT INSPECTED ^ FOUNDATIONS = a • —. RESTEEL/CONCRETE RESTEEL ONLY FOOTINGS SLA B I- _ Z F. ' • ._„ RESTEEL/MASONRY _ STR.STIW LDING _ AUGER CAST PILES �oLUMNS OTHER — STR.ST /EOLTING --- DRILLED PIERS — WALLS iii I-- " \'C i 33;S W X l k — BEAMS UQ '.f."•.7.:ATION (AREAS) 1 faa. F-1.9_ s 12, Z_ 6''' r p = W Ili 7.- 1 ae O. : 1- I L ,Li.t . • 4, 53 E. U �' o Z UU ' 5; O I- • j C& CRETFJMASONRY uix N0. - LESIG STRENGTH (PC) Z I 5U?PLIe" __ - .....-..= TOTAL GU. YD. PLA • • SLUMP (INCHES) SPECIME • : ' • T ;,:R r T (%) SEE CYLINDER REPORT NQ. ik • ! __. YES NO ITEMS INSPECTED WERE INCONFQFIMANCE WITH BLDG. DEPT. APPROVEDPI1►Ns As?KS: Q . 61 IPA e,iid µ L7 e.+e, fJ ''r IIQ-g0 1 / - ) - c1 I'. S J v . C 3 • o � w > i s , r a \ c C 3 1 S a " t 4 . 4 " - t �" t b +`'4 4 . pv t,Z d N o4 M� '!' FIa's \ - - y q • F Y .„.„,,,,,.„., ak { RESULTS APPLY ONIY TO THE ITEMS ` Cr rlctL_L'+ 5•.. .r r ;; u g . 0 N TFsT THIS REPORT SHALL Nor INSPECTOR$) NAM 1- r r ii_.,.{ ac RE.PROO ":0 EXCEPT IN PULL WrtH. t t s{k;; ' . O : 'H TC W/RIrfEN APPROVAL OP CASCADE .STING LaBORnTpRY. IN7, INSPECTOR SIGNATURE : .SvIssDwco SIGNED BY `',. `� COPIES TO: _..., C k ': . •w eawv„t ca, +Y'avcrrw. �i r. ..,�...r.... . ,......., , ... ,.. w............... .. . ■ , ~ :\ r Ilb C131(2CA • • ION ' C ASSOCIATES INC. JAIL. 1051 Westview Dr. Business (509) 663 -9800 Wenatchee, WA 98801 General Contractor Fax (509) 663 -1051 z Q� ,E- W e: April 16, 2003 RECEIVED ._1 o rAPR 1, 2003, ° 0 W = Bob OMMUNITY J I_ ob Benedicto DEVELOPMENT co u_ Tukwila, WA 98188 -2544 g a D Dd RE: Sears, Roebuck Remodel at Southcenter Mall Pe mit D02 -357 i w Intumescent Fire Retardant Submittal z 1-0 i z I- w Dear Mr. Benedicto: D o o - Per the recommendation of the project architect David Hills, attached is our submission for the fire retardant o ! paint to be used on the masonite panels. This will provide the protection of the panels on the inside. Our .= v . plan will be to apply the retardant at the jobsite. See the attached details for further information. o z If you have any further questions please contact me at (509) 264 - 0114. o _co H = I•- Sincerely, z Blodgett Construction Associates Inc. ' , --1- ; -- 7.r.d.i \ Matt Pulick . • Project Manager C: Frank Bergmans - BCA jobsite • Jobfile . 4Z 3 2003 cam. ul Matt Ipu?u.. :.; yyyyy El j f_ m y1 '[.RAT -46 -" — � � :� "`c 4;;�p �i {H.�! 5 5 Zoo ''�r� r ow U)4:11 AAVA11/41.2"2-€A444-1/Lemr.:740'w~{ k„mizoi ..44.6-& coavi — a r * cz,:x1.....- ,F.i i • :` I t1aN — `` ASISOCIATRS INC. 1051 Westview Drive Business (509) 663 -9800 Wenatchee, WA 98801 General Contractor Fax (509) 663 -1051 Z -Z 6 ' FLOOR STRUCTURE CG Ili • 3 5/8" x 20 6A. STUD ERAGIN6 • 48" O.G. WHERE o .'READY METAL" PARTITION NOT BACKED BY WALL • co z H .14 x i/ 3a SPLICE PLATE THRU TOP RAIL NV 4-3/16' BOLTS N ■ \ --CEILING , PER PLAN ga 5 \ ' 1L' M • i 3/4' x 4" PLYWOOD CLEAT OR IF MASONRY WALL ATTACH U) 3 i 111TH 1/4 m x 11/2' EMBED HILTI KWIK BOLT II z d W k.)-1 I! . F , -I I� g BRACE 'READY METAL' STUDS PER MFR RECOMMENDATIONS Z 1- 11 1/2' 6YP�.�IJM BOARD ON 'READY METAL" Z -STUDS 0 24 O.G. z O W TAPE AND FINISH FOR SEAMLESS APPEARANCE FROM 8' -O' ? o II TO GL&. A.F.F. VERIFY WITH SEARS DESIGN ELEVATIONS, v SEE SHTS. A8.O 4 A8.1. LEVEL 4 FINISH. PAINT PER PLAN. ALIGNMENT CHANNEL. FURNISHED 4 INSTALLED BY 1— i CONTRACTOR - SEE DETAIL 5 /A6.0 ' i v ' I HORIZONTAL BRID6IN6 • H/3 POINTS L I ~ O 1 SOT. OF WOOD TRIM -O w z +8 " A.F.F. v Z O 79 cv J i COR NICE PER PLAN \ Z ~ 1/4' HARDBOARD PANEL ON READY METAL STUDS • 24" O.G. ri\r---- • PAINT 5ALE5f OOI: FACE W/ P.M. OC -68 CHANTII.I.Y LACE. PAINT 6ACK W/ CLA55 A INTUME5CENT PANT — WHITE MINI I FIRE RETARDANT PLYWD. SHIMS X WIDTH OF BOTTOM TRACK LEVEL BOTTOM TRACK WITH SHIMS. BOTTOM TRACK ELEVATION TO BE THE SAME FOR ENTIRE DEPT. TO ACCOMODATE "READY METAL" STUD HEIGHT I F TOP OF CONCRETE 4 ` "READY METAL" BOTTOM TRACK, FASTEN TO FLOOR PER MANUFACTURERS RECOMMENDATIONS "READY METAL WALL SYSTEM" , 3 ) WALL TYPE - DEMOUNTABLE PARTITION • ,P ty ` �1 ��• SC IN = I'-0 "� f �� '� #`� ,,,, W C.L. BLODGCA 055 PZ �,., - xs .Ifiti � , .rt'Tw• Y , ?ID �x ���m ` ���, �VNY12j M1YM _h3:YI:+fMMlsspN.4L.!0'M4Y••- ii:'MXA'I[e1 HW:1H•JS+iC.9:44 '�.Gk': tvaF4•qm,.u1 r4.. .. .... ,•, • • r., . e . a1" r b: ti •.• .. +. u,.... , -. , '.... . ■ I �ON ASSOCIATES INC. • 1051 Westview Drive Business (509) 663 -9800 Wenatchee, WA 98801 General Contractor Fax (509) 663 -1051 .. . . . Z • =H ,1- re 2 Z . W U 00 N O J = H PAINTED 6YPSUM w 0 z BOARD ON READY METAL 2 ` Z -STUDS • 24' ON CENTER g Q to d 21-0" ALIGNMENT CHANNEL, w . SPACINt PRIME PAINTED SEE Z H ii DETAIL 5 /A6.0 i- 0 HORIZONTAL BRACING 2 o 1 oN READY METAL Z -STUD INSTALLATION U UNDER THIS CONTRACT LL. F. I �' w N _ 0 � P AINTED HARDBOARD PANELS WITH Z 1 PLASTIC CLIPS ATTACHED TO READY METAL Z -5TUDS • 24" ON CENTER PAINT FACE OF Z -5TU05 PRIOR TO 1 INSTALLATION OF HARDBOARD N \ FURNISHED BY SEARS. INSTALLED AND . I FINISHED BY CONTRACTOR PAINT 5AL FACE W/ P.M. OC-68 CHANTILLY LACE. PAINT PACKEACE WITH CLA55 A INTUMESCENT i FII;E FeTANI7ANT - WHITE FINISH . 6 MD ELEVATION @ DEMOUNTABLE PARTITION WALL , k ' MD SCALE: 3/8' = I'-O" Q 11.110.0 3 ',r ' M . I 1.6 W.C.L. BLODGCA 055 PZ 5 , WLw ✓.. a1..'.y.. :, u.Si:z a.,x:r�wJ.a.:w.;..i. :._ utc :Z: +...:Lx..A,.:1;...m..+H::ti :4uuR+:> +RAT y:rd.:y M/g4V1?.MM1 . aR e! ektM2% M.+:•!+cwrv+n.M.wx «vrnY*cr+w+: ..,r.. .n, .P. ..... ., ., ,sa:v,. ,.. „ MV; aW. WtM. atMk +4VlrnmH+!ni "y aw!i ^t`lx -v i1M',Jr {.rw,4•q A:+,'!Ya.rs:RS^ntn , _. :■ 04/15/2003 08:13 _ FA% , �__ _ GUERNSEY OSTERGA a02 nu as UN 4.oi.ynra t' dtlL t 1 /? C <J1J11 ,1 ,P, Elm 78S, 4%20 Hss19 Park al vd. - CO.AXING.., INC.. Niaasr.a, Falls.. ■N.Y. 1,4342 USA P ._ _ FAX: (7161285 -6303 -------- a Product Information On: ~ w �� - -- • " -. ' • . E'LRME CONTROL NO. 20 FLAT LATEX INTUMESCENT FIRE RETARDANT • _l v PAZ= _ ... _._ ._ __. N o w Fire Protection Ratings F. u) mL • ASTM• E - 84 (NFPA 255) Class "A "; also up to 30 :minutes (1/2 hour) ui O - per NFPA 703 & BOCA 17 - 4.1. . u. a Product Description: . 0 Flame Control No. 20 -20 is a latex (water base) intumescent fire • Z H retardant paint, manufactured in accordance with Federal Speci£ication �'Z'- P- �DU - 932 . This product is designed for use on z O interior surfaces where it is either necessary or desirous to w j M•&e.ille— t.• cam,. aartLace 'warn r avtariZ,ic.ics of arlte *.trfr stidte _ It D o dries quickly to a . flat matte f, isl7, havi g 4 ..:2m a yeariznee . ^f a , . o co conventional flat paint. In the presence. of heat or flame, the • o ,_ coating puffs up (intumesces) forming a thick sponge like cellular ' ,w w . fos Jaye This =S foam layer insulates the substrate reducing the • penetration. of heat, this retarding the flame spread and - p prolonging structural collapse. In addition to the .standard ASTM LLi z E -84 (UL723, CPBC: 42 -1, NFPA 25S, curt Inc- i 02'1 fire test, `this v u coating has also Veen fire icesteet titer per .ods up to 121 minutes . I- F.. • 2,1/2 hour) . IRef. fire test section for detai1s2 . z Surface Preparation: All surface preparation should be carried out in accordance with \ . .good painting practices. Remove all loose peeling or powdery p — int Irani the sauce. ELL dint, grease, or-L, wax, and other f 'zeig„ Met t er O lUS3�' b s ' - el1n:wed with tl2 se de•tergmn .rins surface trrsrou;b►.) y wi+..b. c? a.�= water e�4 z1 3 _ou to d.. - 9te..paix. all. rat .s , holes, and other surface irregulari A11.ow to r1.ry, Farad lightly 4 and prime repaired surface. All glossy and smooth . . surfaces must be dulled with sand paper. For best appearance, new wood surfaces should be sealed with Flame Control No. 3001 Alkyd Primer Metallic Surfaces: ?� ti:::: . $,1 , Previously y painted metal surfaces should be clean, dry, dulled . where glossy, and spot-primed with Flame Control No. 3004 . '' 'universal Primer. Allowed to dry a minimum of a 'hours. New metal i, , : ; ,,1 '* 4 scrcfaees must be pruned. o 00. Apply Flame Control B. 34 Universal ,! W5 n ., " -°4. gi L 2 S saem cm F .taut Drit.1t 3. 'no. 3 J 05 'two C..tm�pt ment 'Lpoxy Pri.raer, , and al2mo to dry b e foie aar2yi.� ' . No. 20-20. ''s� 4,t -17 � co . ,,,,ifipze MANUFACTURERS OF FIRE RETARDANT PAINTS, VARNISHES. MASTICS AND CHEMICALS r . �. ,:' .il' ;,. ,5..c a::.t ^, „`.; "..!4.''..;s . n 'L+ (<:y< . th1: bTLMY •KY.w...4rw.r.x ✓.r.i.rxnwcmn Kf Klv..; n. s ....wr•.i++. • ,fa i, Sr'i .. .. N'. ?".Cd:ry. tUi SY:Ydi� Ni .. .. , ....,... «......_.......+ _..,,_,.•„ i ... .. _ ,. _ ....... .... ■ :.�. u u i 4�J5�Y00 j 0�� 13 a uu U r s..�i ■ GUERNSEY OSTERGA �� u�i,ca_ a ye C10-1 • ■ • -2- NO. 2a -20 • _ - -. - -- . _. _ _ .�- �• � _ ..'� _ ..- , ..., , ' i , c f w • A'plication: • ' ... _ T.: _ _ _... �..,.... -- -_._. ,. - : : .• v Flame Control No. , 20 -20 can be applied '..by . brushy,'- zoUer, -- co o airless or conventional heavy duty spray equipment. Stir "H thoroughly, and apply using a full bodied coat_ if thinning is co I- required, use only WATER. DO not exceed 112 pint per gallon. to w o { neNt- apgr.;y l z tel ratccres below 50-P.0 (19'C) . . _ . ' _ . .� . 2 Su e ted Co vers e • Rat 4Q _ co n 190 to 200 sq. ft. /U. S. gallon [ 4.7 to 4.91 ma /Ll 'applied in_ one i_ i or two coats. See fire hazard classification for ,specific . z F coverage rates. . _ . • ' .. _-_. _ • 1-0 w Drying Time: .- D CI U Dries to touch in 30 -60 minutes, can be recoated In 2 = _ 4 - o H 4 • • • • • Thinners: _ . _ — 1- r • r- 'T -:• IL. O • Tor thinning only clean - - •.: Clio h g use y can water, maximum i/2 pint per gallon_ -•, U _ . Far equipment clean up , use warm soapy water. - _ . . ~ . o • Tinting: z . • Available in white, off white, and pastel shades, or may be • field tinted with most universal tinting colorants. Tinting . e co ".�oranzs Snoald not exceed 2 fluid ounces per gallon. . . Packaging: ■ . Standard p ackag ing, 1 gallon, 5 gallon, and 5 gallon ' containers. . • 1P1.F.C417' .I.CZNS : . CAUTION! no not take internally. Close container after each � �` A. use - i,CE'EP OTTr OF REACH OP' CSILDRZN . Protect from freezing. vac ac • ' . a N ' • /* -, ?•) r • • t • • "t • li 'C'k . 7� t j NEI 11 IL "1 , ;7`., t' ..,: Y., ... : , . t eta. ....: .,-.,. Y.. v. . t'S.1,. +y'M:. r." ...i. .,•t7....,.,.1,:. J;i.'A. „,.+ •,. a:a . V'm7•]'Nd tnv.: .., .. t.... ,t'.. w.,9 ...A!bSrHCR"J. 7fadp+rawUAaASmnv+ern wieHkr..wwan+.».K.w,y... ..��i __ . - - - . ;\ . 0.4/15/2003 11:49 FA G 1 SEA' OSTERGA , 0 0 .; t ,• � �' Is 01/27/2000 23:54 206363 15618 KELLY MOORE PAINT PAGE 02 No. 20 -20 . - 3 - . • z , - i . - - - 1 . - Ni , w 1 • ,� A fi t.:: ' ' , ) • r i EI'. ; E IT & H 0 RECEIVED RC }rtI ECTS, INC , P.S u,�, : .: ...,... j 10940 is APR 2 9 1003 it, - - P �C t F S�I1 t.tv � E 241E WA 98004 P:425.827.2100 F:425.828.6899 1 COMMUNITY 1 DEVELOPMENT Z H Z . TRANSMITTAL via U.S. Mail w , cc UO DATE: APRIL 28, 2003 CO 0 w= TO: City of T111 !ila N 6300 Southcenter Blvd. O Suite 100 w $ Tukwila, WA 98188 — $ u_ 1 ATTN: BOB BENEDICTO w d 1 DEPARTMENT OF COMMUNITY DEVELOPMENT H = t z I- i RE: SEARS #1139 - SOUTHCENTER MALL F- 0 Permit No. - D02.357 UJ _ 1 • i PROJECT NUMBER: 02-447 I 0 1... WE ARE SENDING YOU: _ :w w = V . 1 1 SET LETTER AND REVISED DETAILS REGARDING INTUMESCENT PAINT APPLICATION LL F. Z i THESE ARE TRANSMITTED: H _ ;' I o � - : XX F OR YOUR APPROVAL z I XX FOR YOUR USE AND INFORMATION AS REQUESTED FOR REVIEW AND COMMENT I REMARKS: 0 . Mr Benedicto: Please find the attached letter and details sent as an original copy for your records. I Please contact us with any questions. 0 Sincerely, FREIH , T & HO ARCHITECTS, INC., P.S. - r t manda Roberso r Z_ `= 0 .: +� '` { CC: File ,, � , `' ;,e, Transmittal.doc ' ± 1 3 s r; ; 1 U E 113 - r 'k•zr , w ,,` 4 i FREIHEI�' & HO •, : 44.4 1 ARCHITECTS, INC. • P.S 10940 NE 33RD PLACE SUITE 202 BELLEVUE, WA 98004 P:425.827.2100 F:425.828.6899 I Z . Z W ct April 28, 2003 6 2 —1 U City of Tukwila N o. Department of Community Development co w ' 6300 Southcenter Boulevard -1 H A i Suite 100 N U- I Tukwila, WA 98188 w 0 2 1 ATTN: Bob Benedicto g Q co RE: Sears — Southcenter Mall w Intumescent fire retardant application z Permit No. D02 -357 Z I- 1-- O Z 1- Mr. Benedicto: � D c As requested, we are sending revised details to you regarding the intumescent paint that is to be applied to the c) N the hardboard panels on new demountable partitions at Sears, Southcenter Mall. As stated previously in a p I- s ubmitt al by BCA, the intumescent paint applied to the back side of the panels will provide the fire protection w — desired. BCA will be applying the paint at the Sears off -site fixturing assembly location monitored by a third U ; party inspector. u- 1- Z { Th t company for the work will be Cascade Testing. Their address is 12919 NE 126 Place, Kirkland, v Co. WA 98034. They can also be contacted at (425) 823 -9800. Cascade Testing will have a pre-construction H ; ~ O meeting with the general contractor and painter to review the intumescent paint manufacturer's installation Z procedures. Cascade will perform mill testing on panels after the paint's application. If there is any more information needed, please contact our office. . ‘ :. Sincerely FREI . EIT & HO ARCHITEC S, INC., P.S. � / , { Amanda Roberson CC: File / BCAl `.: i ,r'''. S 'S e t/ 04 i Cityofukwila_RevDds,doc ; ., t , ^ .,.,... aw.. a. ..._ - .-.,.. . .. ... ,. - - r 6. :\ \ —F-7-1\1 FLOOR STRUCTURE D : L:T - ; " 3 5/8" x 20 GA. STUD BRACING @ 48" O.G. WHERE I I "READY METAL" PARTITION NOT BACKED BY WALL < • / 3/18" SPLICE PLATE THRU TOP RAIL W/ 4 -3 /I6" 4) BOLTS IF- W r4 2 CEILING PER PLAN J O I I 3/4 x 4" PLYWOOD CLEAT OR IF MASONRY WALL ATTACH N p `r II WITH I /4" 4) x I I /2" EMBED HILTI KWIK BOLT II W W iv v !� —BRACE "READY METAL" STUDS PER MFR. RECOMMENDATIONS II I/2 GYPSUM BOARD ON "READY METAL" Z-511)125 24" O.G. 0 _, TAPE AND FINISH FOR SEAMLESS APPEARANCE FROM 8' -O" 2 I J - - Or iv TO GLG. A.F.F. VERIFY WITH SEARS DESIGN ELEVATIONS, Q n. SEE SHTS. A8.O 4 AB.I. LEVEL 4 FINISH. PAINT PER PLAN. CO D ALIGNMENT CHANNEL -. FURNISHED 4 INSTALLED BY I W CONTRACTOR - SEE DETAIL 5 /A6.O Z I HORIZONTAL BRIDGING @ H/3 POINTS Z 0 BOT. OF WOOD TRIM W k. +8' -O" A.F.F. © D 0 GOr.G - - - - •∎ U N -J 1/4 HARDBOARD PANEL ON READY M TAL STUDS @ 24" O.G. P • INT 0 H 5ALE5FLOOR FACE W/ B.M. OG -68 CHANTILLY LACE. PAINT BACK W W 7 FACE W/ GLASS A INTUMESCENT FIRE RETARDANT (HARDBOARD H H PANELS ON NEW DEMOUNTABLE PARTITIONS ONLY) - WHITE FINIS . LL- O Z FIRE RETARDANT PLYWD. SHIMS X WIDTH OF BOTTOM TRACK. LEVEL V N I I BOTTOM TRACK WITH SHIMS. BOTTOM TRACK ELEVATION TO BE THE O SAME FOR ENTIRE DEPT. TO ACCOMMODATE "READY METAL" STUD Z I? i f i bP OF CONCRETE "READY METAL" BOTTOM TRACK, FASTEN TO FLOOR PER ^ MANUFACTURER'S RECOMMENDATIONS k Z "READY METAL ALL SYSTEM" G CO L TYPE - DEMOUNTABLE PARTITION . .O SCALE: I " =1' -O" : S SEARS #1139 - TUKWILA, WA PAGE 1 4128103. REVISED DETAILS AFFECTS SHEET(S): A6.0 4/16/03 (BCA) 4 ,L 4/28/03 (FHA) . COMMENTS: REVISED DETAIL - INCLUDING ADDITION OF INTUMESCENT PAINT TO BACK FACE OF '' HARDBOARD PANELS. F R E I H E I T & H O ' A�HITECTS, INC , k}:.;„ tt ,� � 1;' � cn � 10940 1E 33RD PUCE SUITE 202 BEUME, WA 98004 P425.827.2100 F:425.828.6899 4 . , l l.'ttl.....' , . .... ttA.a. +: r '1 4 n'. +f, +F:i +t.`J.$r "�iy' :r.....,.... i.. t:. 'A.: ..,.a. •/':C: � ^.. .." t' Kff�.l�'I�9'�"�.`��w`1 '<y ,:h "r1�N,trx.'sa�tt.+i�rMl , .. , .r: 4Trt .. ... r.... i. .::4'�it.5!:nV.f.< .t .r .r .eWn..ra . r.r,r tsar r..r. . 1 1 ,_______ r , ` , `\ Z / PAINTED GYPSUM H Z 11 11 �C BOARD ON READY METAL I' 11 Z -STUDS @ 24" ON CENTER U ALIGNMENT CHANNEL, cn w - YP. SPACIN PD R PAINTED SEE J H r T M A S1A6.O f I 111 I HORIZONTAL BRACING 2 READY METAL Z -STUD INSTALLATION I W UNDER THIS CONTRACT Z H A z I— UJ j W r.N,.. PAINTED HARDBOARD PANELS WITH n p PLASTIC CLIPS ATTACHED TO READY 0 Cl) METAL Z.-STUDS @ 24" ON CENTER p I-- PAINT FACE OF Z -STUDS PRIOR TO = W , INSTALLATION OF HARDBOARD ••• I U FURNISHED BY SEARS. INSTALLED AND u- ~O FINISHED BY CONTRACTOR. PAINT Z SALESFLOOR FACE W! B.M. OC -68 W c . - CHANTILLY LACE PAINT BACK FACE W/ H Z CLASS A INTUMESCENT FIRE RETARDANT 0 I— (HARDBOARD PANELS ON NEW Z 6 DEMOUNTABLE PARTITIONS ONLY) - WHITE A6.O FINISH . C 4 ELEVATION AT DEMOUNTABLE PARTITION . SCALE: 3/8 "= I -O° ; II , � t Ij'a,' #k SEARS #1139 - TUKWILA WA PAGE 2 4128103 ' . s x REVISED DETAILS AFFECTS SHEET(S): A6.0 ,A4/16/03 (BCA) a" 4/28/03 (FHA) � a w ' v /' COMMENTS: REVISED ELEVATION - INCLUDING ADDITION OF INTUMESCENT PAINT TO BACK FACE OF .!" Iv HARDBOARD PANELS. 4 .K F R E I H E I T & HO ARCHITECTS, IN P.S. r,Wr' 8 � 10940 PE 33RD PUCE SUITE 202 BEUEVUE, WA 98004 P :425.827.2100 F:425.828.6899 j I ' .7 ) ...i .,...........0 ... ........... roAor . +n. i.. ,. .rnr...w:,r.x..,a.. +ztf.• . i`..;IRci.vm•<.n4i:.H''W4f" .`\ f 1 RECEIVED , GON `APR 18 2003 ASSOCIATES INC. COMMUNITY 1,104 i , DEVELOPMENT 1051 Westview Dr. Business (509) 663 -9800 Wenatchee, WA 98801 General Contractor Fax (509) 663 -1051 z I-W re g Project Manager C: Frank Bergmans - BCA jobsite - . Jobfile . . 0/ K ''<- C ...4 .,.,..,cr=7,-1, 4- Zi-2 1; � U, Y_* F: Qt2 :? ' 72 11 Mr.i'.(1 41) P :1 titr3 g e 1 /•i .. . n..I „1..✓....v .l.b „_. ...:t,;. ,. .. „,.....n,',1.. ..i. #sM \....w>+t.. r. ✓ n.. .. .. .... <. .,., ,n. toY',.SSii.:41 .art. .. . MrH.. u ,rw.M / , r 1 12/38/2002 08:37 4258364518 BCA GERALD PAGE 02 • '' .F""N . - l CityofTukw±1a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -36 i DEVELOPMENT PERMIT z Parcel No.: 5379200330 Permit Number: D02-357 z Z Address: 400 SOUTHCENTER MALL TUKW issue Date: I '� tY 2 Suite No: QQ D Permit Expires On: 06/25/2003 J rJ 00 Tenant: Co 0 Name: SEARS ROEBUCK AND CO tW i Address: 400 SOUTHCENTER MALL, TUKWILA, WA CO u O Owner. 2 ' '\ N Private: N Public: N x :tilain Extension: ` � �x�� Sewer ' Storm Drainage: N . " , Street lase: N :.: ; ` �.: Water Main Extension: N Private: N Public: N 0* titeter: ' Water , i Channelization / Striping: ''f rr, • "" Continued Net Page " i a- } M ; 1 ? ' . 4i doc: Devperrn D02 -357 Printed: 12.27 -2002 }, 7. :.f 1 ' Nv..,. .Iww..Aa :ehe. .J' - Y.' 9 ' 4. la,•A'FMImT],YM4'tY ' x3S'. . ,. ., • ' ..•H .k • � w l�h'S"I:S =N"8%" . 'A.i.1.+1er.exK•..+a ,.'ra+.x+,....... 5 I r, • ■• -\.(_r ; _ .. 1 04/23/2003 12:28 FAX 5098831051 BLODGETT CONSTRUCTION 4 SEARS TUKWILA 10001 ckt- I k! i !! L ! i structurat • Civil Engineers Fax Transmittal t) Z To: BCA From: Greg Munsell /C)0 ?j Q Pax: 509,663.1051 Date: 23 April 2003 IN = t— • '' Job Name; Sears Tukwila 2 j Attn: Matt Job No.: 03098 6(/ U O co: File: 03098 trans0423,doc N a I NW I Re: Column wrap `; 1 j N LL i Z6/° W 0 • r ri finale Drawings �� 3 g F ■ - ` We are sending you the following dams: D Drawings (o g ) Q ra gs (copies} D Report p Proposal � J MD Calculations D Specifications ® Letter 0 Sketches W < D Other N M a Vla: ® Fax 8 pages Incl. cover O Copy to follow in mall LT Original to follow In mail H al Z H These Items are: ❑ For approval ® For your use ❑ As requested ❑ For review & comment .. O W W 2 j f Attached: U to O _ .. O : Co • ies Descrl • tlon .I U I Memo . 1 p) I-- — 1 Cal latlons (2 pg) u. O 1 Testing report (1 pg) tij Z U = O F'; Z j Remarks: i I • I L :',1) I .ri1.7' :,4 i ( i t 9C� , n ,1y 443 SW SeavertGn•HIIltidaI N sumo 210 • Poniard. OR 91221 • h: 503.203.8111 • M: 603.203,8122 • WWW.wd I•com k t, 0; " " ° 6 Noy, P y !,‘;,,41.,.. rh a s ,t, ' r 10 3Ddd CNI AQM 4ZZ16E0ZE05 tiO :Zt . E00Z /EZ /t'0 '., IS • .. .:. . '.. ....: ., ..,. :. ,;.._... ..r..x:a.:i..t •. , . •, ... t. 1: L. xe.. rci .:�:v . ..•. ` , . L�u'v'T , .,.. «. t 9 4} 4tlEMYAt37kff.. ql,! t! AHHMMMWtlM' a?JV.+.eoew+mh•rtrr..•rwnnnn..K 1 r:"?7,7,111, I . . -,( , •• • 1 04/23/2003 12:29 FAX 5096631051 BLODGETT CONSTRUCTION -► SEARS TUKWILA 0 003 i MIN DY StrUctursl • Glvll Engmreis I 111.111/1g Job Name: SeAo25 6JK41i (.,A 7_/ Job No.: Sheet No: G. / ' Ghent: Date. /IA►ec-- O ) By: • .. Z • Q I Seismic Anchoraaa — Wall Elements w 1 Fp / 4,0 C Ip Wp (eq. 32 -1) J U U O A C ( )'ix to 0 F ;7. p R ( 1 *3 h Wp (eq. 32 -2) w J w Fp ,' 0.7 CB Ip Wp (eq, 32 -3) w O . 2 - a = 1.0 [ Table 16-0] g Q Rp = 3.0 [Table 16.0 ] N C = 0.36 [ Table 16 -Q ] 2 a I = 1.0 [Table 16 -K ] 1... = h /h = 0.84 113.5'/16' ] i Z I— U F p = [ (1.0 x 0.36 x1.0) / 3.0 ] x ( 1 + 3 x 0,84 ) W = 0.42 Wp 2 a , N Fp t4.0x0.36x1.0xWp= 1.44Wp 0 1 H . w w . F 0.7X0.36X1,OXWp= 0.25Wp = tL O. , .z .. Fp =0.42 0 LU = 9 ; z . 5/8" ayp. bd., Wt = 2,8 psf F = 0.42 x 2.8 / 1.4 e 0.85 psf 0 \, .....,.. , j ... � ,. � � �� * � . ' a te � ...... , ., ,. .. ... T ©, e ) - ?$ // �F'� o p s i I \) = 144- `t sI �, B p vt / 4- �.4t 4 I • ............ 4 ,SW-1C... I t x; .. . ... 0 4 . .P,�,+i, ,,,ie J,. ;Q vice. r`' • .i.:-.0i.. .., 4 ..e.. •Ct 1Z—to.' zi. ... ' ! /�S X /6 2 i ; T 1 ., , ....•. ZAQ ,I . 0 . p'I , 7„,. I 1 �..r .- ... ,.... n ,:• ., • V r,At) +e x 0. e) I el ns p. 4 I hree r :, I I 4 tiv " "? I f ;r ' .,, tI l y:1 I :I ; c w ', 11 `, \�` • tk f,1 , ad '1� � f I 8443 5W Beaverton•lilllsdale Hwy, suite 21 D . Portland, OR 97221 - ph: 503.203.8111 • fx: 503.203,8122 . www.wdyi.com E0 ��1 DNI ACM ZZT8EGZE05 bO :ZZ E00Z /EZ /b0 I,P.: :Y . " I l'.'-,,L-1 " { f ' �... ... ......:.� .._ '.. .:... u...u_ u.h'ua. .,.i. ....,. .y i. .,.�'y' ... r...UJ..::.::". .aw AYu '.tN4l ...... .. ...........r.. .0 a .r .. ... .. ...... , I . 4 , — , D. 04/23/2003 12:29 FAX 5098631051 BLODGETT CONSTRUCTION -► SEARS TUKWILA 121005 •• 04/22/003 09:54 FAX 5098631051 BLODGETT CONSTRUCTION 21002 . • FROM CASCADETESI ING FAX NO. : 425-623-2203 Apr. 22 2003 00: 49RM P2 ` 717 CASCADE �a �vN 4�AYQY, INC, cA gr , Ati l as O / N INE TOR PREVIOUS i I "" rr.4 114114 .u�tr ' .' 0 IW AMO, WASH ,NGYdM 1407 �1C ►pRT No., N �- f�?9 fIQ�AeAO , .v■ eerr (u41 400.091,' DA CENT. $0 FIELD REPORT f E Z • Ta §s r k._____._ . _ . _LSA . _t- UJ L U 1 c.Je_ d' SJ i e R.. v n, 0 oz. 3S7 U o �� � ,�e� WBATNLR - . r MP. AT AM W CO 0 W ■ CNOINEV ( - 1.- i _ N V- AROHITEOT U ui 0 A 7 2L I (GAL. I' _ .• - ‘04 4.. :. .04\ w ,C,.. M kJ- N C1 ' 1 NSFECT1ON PERFORMED ITEMS INSP DIED • F f .. _ RESTEELJ ONCAE E IHE$TEEL ONLY -- _ FDOnwAB BLAB Z F 1 • — RE—STEM/MASONRY _ STq.9TAh/131.0 HG AUGER CAST PILE'S U,MNS Z I - ul j OTHER STR.ST/SOLIING DRILLED PIERS — WALLS 2 D . I .--- +.,n-rw.r.� - .� — [TEAMS (� N • i . - _ Q . • I LOCATIO CAMAS) I °'l' '� 0/94 ... z A .. F �' = W � wN ■ U I I gO I NCRTr &MASONRY x N0, - aI TA • - ENOTH (f'e , Z ! SJPPLiC" _ TOTAL GU. Y D, P • • • • , — 1 SLUMP (INOHE5) SPIE71 • 1 •• 1 A!4 f� - 1 - BEE OYIJNDER F/EPoRT NO. . I TES No ITdMBIMOppQtSOwEfl61NCoNFofiMAJHGEwIMIBLLO .DIwf.A/movsonANS } ry510,0Fs P - al) OA , i ... . 9 ' 4�.$ • 1,- l!stS I k_2_3_, Co; A si « t11- P/i 11_ G _u a pp 0-at 5 0 't+r 1 S' l 1a N4k{ `� " \ .44, of, S r .� p . . 1 �j Y I - e *Ppm' wily To r E REMS u G ' II41 • t {�`•-• a ' - E5T Pit SULT K t ix • rewrap. T19 REo4RTEtMAL►.Nar INapearoRES), NAM - •= - -• • I- ` ; "`l iw.;t. �- 'r, ?E NYogoo'.:cm exco r IN ruts. WM* ' buT tHR � +/grrrEN A 1 'Pg0'�ALOpCAS�CrWE J � � f t IPPOIONATUA6 •�^ g� S : • . t R VISED *IONigBY „ �` ' " ' i'4''' o _ w _ '' A • COPIED T • 4 l .v. e 50 30tld ONI AGM ZZt8EOLE65 b0 :Z't E00Z /EZ /b0 rt04 t",i . • ' i., M4d71Cell:[SR14`td4 LX^;nF r1D: A+ ? ..,,,„0,etMe.....„.etw f. n: g- , .. ; ",kt nw sX• , tt . KA'AY•Aau"•"YYMR'0 '.'. 8hs�Ff. 1". 7' WDriW3 ;+�yyr4Y {,M.K..f:F�n.rA•H� au„ „,.4.,,„ „ .�. IfiY 5 4 CASCADE TESTING LABORATORY, INC. PREVIOUS TESTING & INSPECTION / ENGINEERS 5 2 7 9 9 � 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND,WASHINGTON 98034 L k (425) 023 -9900 DATE r CERT. NOO I / EVERETT Rssyy�5 R L,��''4r FTV f 5 1 3- •3 ,0 Ll5q -- 0 FIELD REPORT Ci � s PROJECT LOCATION 400 TO: COMMLi N t - • f 5a- t- fhccw!v - 13 L-UM z m°�� Q D t ��•-- l. ' r ::'...3 ;0, E +�PCDG. PERMIT NO. OWNER , = I • - W CONTRACTOR w O 1 THE FOLLOWING WAS NOTED: I1 r 1 -- NR s G k � f ezl. 1 R evdk� -i— appti e4 ~1 . :+ Goo r ` c - R.COm � - �hc ta, � 10®r �-k+kr� v4a'1(4 ('a cr -� .5 14 e k 1- o i PAY-PA" ty C.O v � co} lk+e Pa, y\A re I rGd &ccorc 5 ? o U N To imtNy itPccC--wVeoS iplI la u., 0ert) • s o� w '_ i - I'—' z , wN U 0 z • . i .. +? . 5 G= c / a?lr E1 trATii TEST RESULTS APPLY ONLY TO THE ITEMS t/ �/� (� (/, � I3 r I `' c" "° HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED yf ,. ; ^'� A; hY?NF' U BE REPRODUCED EXCEPT IN FULL WITH- OUT THE WRITTEN APPROVAL OF CASCADE dy TESTING LABORATORY, INC. INSPECTOR SIGNATURE 11 i . REVISED 1/02 SIGNED BY - - � " i� V �j/ `J 1 �.. ! la • COPIES TO: �`. i:r; 'i .. ...... ,. ...<.>, nRr•M•.+...,.......,.....,,. ,..,......,...K,..,.en:,.,:,..w eva...,.• xu+. ti�, w.,. n..,.,...,,. ..,.....a..++5vnrorJ...vS.,,.••„ - , - - -,.(., - / w CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION ( ENGINEERS PREVIOUS 5 2 7 5 2 Woo. 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND.W 0 ASHINGTON 98034 (425) 023 -900 DATE CERT. NO. EVERETT (425) 259 -0017 / .. FIELD REPORT PROJECT, ,S- ? �.3 Ref/AV.: LOCATION G C / '�Jl TO: di E 7Y T ' ✓ (G hA f !!�Z y BLDG. PERMIT NO. OWN, 1 / / H Z WEATHER TEMP. AT AM fY W , , , - - ,, r — ■ 1 04/28/2003 12:02 FAX 425 893 8092 FREIHEIT & HO 171001 .1 ' (� �il�i� I' S'� ., ' \ 1 i II f 1 1' q Ihl I , , ')� , ';1 l i i 1: r I, I,f 1 � �1' I 1 1 III I ���, i i 1 "II rt, I 1. I r If ! RECEIVED � �I ;�'i�I!ii ''�� N �; , 1 I l I + I I' � � a l .vu.L11:..i f ;1I: [1LI I� l 1 1 , I J . � ,� , =well uun) �• wmay , v 1 71 1 117, I AP R , .7 ID r l E I T & H 2 8 2003 11 , i. , ,, I ' , ' l ) &fl� , l� J li ,, ii : E: I! CTS , INC- , P. S . COMMUNITY m,1I 'I q DEVELOPMENT 109 /L0 t. I i , .....,.. , ,.., , " (i:.i i t L Wn 98004 P•425,827.2100 h425,82B.6899 ' 1 ;, 4 n t 1 I IM)IlR 114 'lu' mo i -di o- ,...r....... ....- , FAX TRANSMITTAL I understand that tide plan Check approvals 206-431-3665 k- w subject to errors and omissions and app oval of plans does not authorize the violation of any adopted code or ordinance. Receipt o r4 2 DATE: APRIL 28, 2003 eceipt of con - tractor's copy of approved plans acknowledged, w i TO: City of Tukwila O ATTN: BOB BENEDICTO 13 2 RE: SEARS #1139 - SOUTHCENTER MALL Date �7 l O LL a Permit No. - D02.357 C co a Permit No, r I::)O� ..,, 1- _ PROJECT NUMBER: 02-447 NUMBER OF PAGES: _ ... .._ _.� z H j (INCLUDING COVER) " Z O w w WE ARE SENDING YOU: 2 m REVISED DETAILS REGARDING INTUMESCENT PAINT APPLICATION O co [] F. Ili THESE ARE TRANSMITTED: ,i U : u_ ,- FOR YOUR APPROVAL w z )0( FOR YOUR USE AND INFORMATION v N AS REQUESTED H H FOR REVIEW AND COMMENT z REMARKS: I - Mr. Benedicto: \ Please find the following fetter and details regarding the application of intumescent paint to the hardboard panels at Sears - Southcenter Mall. l will also mail a copy of this submittal to your office for the purposes of having an original copy for your files. If you need any other information, please contact our office. Sincerely, . FREIHEIT & HO ARCHITECTS, INC., P.S. CRY OF T OKRA / *IVA TO { / ' / II ,-',_/, tlAY -5 no Amanda Roberson , c 1 :,,, ; •• I - ;,..ze i . ° o ff R� (IF INFORMATION IS NOT RECEIVED AS INDICATED, KINDLY NOTIFY US AT ONCE.) ?Foe ,it J 7 '�..f , f�j !f C1911Bf1�N1.� tt� > ... :.: . � ,'.:.,.. � � :. , !.. '.: v t si.• ,. �.: '". 4Vl.Rp. ytp,t ,.c.. , R 4warr.Min;.. ' I ,i.,%. .n.w ,.. ... ,... .. ».�, w�.,,...w„ n.,...+...M.. v 4.;.r, rR+iiur.:rt.... . 1 , I r . - ts., ft 04/28/2003 12:03 FAX 425 893 8092 FREIHEIT & HO 11002 , FREIHEIT & HQ _ 'ARCHITECTS, INC., P 10940 NE 33RD PI.CE SUITE 202 BEIIEVUE, WA 98004 P;425.827.2100 F:425.828.6899 Z • _1— • , April 28, 2003 J U U O . City of Tukwila ` u) O w • 1 Department of Community Development J H ■ 6300 Southcenter Boulevard cn u_ I Suite 100 w 0 Tukwila, WA 98188 1 [L. J ATTN: Bob Benedicto N d = w I— RE: Sears — Southcenter Mall I , Intumescent fire retardant application ? F- . Permit No. D02-357 z O Mr. Benedicto: j 0 i 0 CO . 1 As requested, we are sending revised details to you regarding the intumescent paint that is to be applied to the (31— the hardboard panels on new demountable partitions at Sears, Southcenter Mall. As stated previously in a w 1 submittal by BCA, the intumescent paint applied to the back side of the panels will provide the fire protection •i v desired. BCA will be applying the paint at the Sears off -site fixturing assembly location monitored by a third u. I— party inspector. Z . U N The testing company for the work will be Cascade Testing. Their address is 12919 NE 126 Place, Kirkland, H I . WA 98034. They can also be contacted at (425) 823 -9800. Cascade Testing will have a pre - construction z F- meeting with the general contractor and painter to review the intumescent paint manufacturer's installation i procedures. Cascade will perform mill testing on panels after the paint's application. If there is any more information needed, please contact our office. ' 1 1 i Sincerely 1 FREI EIT & HO ARCHITEC S, INC., P.S. //, ;7'7/ ./. . .. Amanda Roberson CITY OF TUKWILA i APPROVED . , `' CC: File / BCA J �� El • MAY - e : ;f ` 2003 _ i., *; ::,,,,,,9,, /A 1 " ; s T s 1 ? it i ' = 14�Y�� �.I �� R t { 1r „...F r rtz' 9----- fii . CiDJOrTukwla.RcvDd doc j ` `' ;'' ' . - -' .0.- -- :\ • ■, 44/28/.2003 12:03 FAX 425 893 8092 FREIHEIT & HO Ith 003 FLOOR STRUCTURE . - - n - 1 - - - - - - - : \:: . , D • 3 5/8" x 20 A. STUD BRACING 9 48" O.G. WHERE z I 1 Azikti 411-# 'READY METAL" PARTITION NOT BACKED BY WALL Q 3/lb" SPLICE PLATE THRU TOP RAIL W/ 4 -5/I6" Q BOLTS , 1--. W Q -- , ..... , � CEILING P ER PLAN U O ? 1 I I 3/4" x 4" PLYWOOD CLEAT OR IF MASONRY WALL ATTACH N 0 i WITH I /4' 4) x I I /2' EMBED HILTI KWIK BOLT lI u) W J = W V -s �) WITH 'READY METAL" 5TUD5 PER MFR. RECOMMENDATIONS LL 1 I METAL" O TAPE AND FI SH FOR SEAML 555 APPEARANCE FROM 8 O G • - TO CLG. A.F.F. VERIFY WITH SEARS DESIGN ELEVATIONS, g a r S EE 5HTS, AS,0 4 AB.I. LEVEL 4 FINISH. PAINT PER PLAN. N d I I ALIGNMENT CHANNEL FURNISHED a INSTALLED BY 1- W CONTRACTOR - SEE DETAIL 5 /AS.0 Z ' I HORIZONTAL BRIDGING 9 H/3 POINTS Z 1- BOT. O F WOOD TRIM W W X I 6 +8. -0.. A.F.F. A D 0 ° G, - • G ` - . ' 0 w i n -� I 1/4" HARDBOARD PANEL ON READY AL STUDS @ 24" O.G. P • INT 0 I- , 5ALE5FLOOR FACE W/ B.M. 06- 428 CHANTILLY LACE. PAINT ACK . w — FAGS W/ GLA55 A INTUMESCENT FIRE RETARDANT (HARDBOARD I- H PANELS ON NEW DEMOUNTABLE PARTITIONS ONLY) - WHITE FINIS . L I O I 1 : L ..�_ . - -...4-, , - - -. • w Z BOTT TR FIRE RETARDANT ACK WITH PLYWD5HIM5. B 5HIM5 OTTO X WM IDTH TRAco; BOTTOM TRAC TO B LEVEL E THE U N EL VATION � _ . SAME FOR ENTIRE' DEPT. TO ACCOMMODATE "READY METAL' 5TUD Z \ I / r �FJP OF CONCRETE h Y - - "READY METAL' BOTTOM TRACK, FASTEN TO FLOOR PER -. . MANUFAG fURER'S RECOMMENDATIONS CITY OF EMU APPROVED "READY METAL WALL SYSTEM" MAY -5 2003 , AS NOE. .4 4 . 3 WALL TYPE - DEMOUNTABLE PARTI . Nev j r i A6.O SCALE; I " =l -O " ( 74,1, , SEARS #1139 - TUKWILA, WA PAGE 1 4/28/03 :`C;� REVISED DETAILS AFFECTS SHEET(S): A6.0 &4/16/03 (BCA): 4/28/03 (FHA) COMMENTS: REVISED DETAIL - INCLUDING ADDITION OF :31 INTUMESCENT PAINT TO BACK FACE OF F HARDBOARD PANELS. REIHEIT & HO ,;''i, filLIDARCHITECTS, INC., P.S. '6044 '. I0910 1∎E 332011)O 51J111202 BELIEWEMW 98004 P:925.627.2103 F 425618,6899 Vi 1 1 ,. ^ t ',J! L if hJXi'" !`,.labttyh• , .f.:e''.. x. .'.'C(4..76N .. ':¢dYdr .'CKk»CR :'h " n: inn '. 'L'.'rt4i f''w'K'� i8 .3R} utu1 ,,,u. Si, ...,... - h. ri,c....uN.f . .. . ,.-., r..el. n. i •04/28/.2003 12:03 FAX 425 893 8092 FREIHEIT & HO x1004 l i Z • 1 I T Ii I PAINTED GYPSUM '< Z C BOARD ON READY METAL CL ¢ Lli ir---- --- - - _, ' 04/15/2003 08:13 _FAX_ __ - GUERNSEY OSTERGA nu„ W `0j,y�a rage 2 tltlL 1/? 00 e Carl 11151 P.O. Elm 7$ 4',?0 h Lr t° Park 9! vd. CCLAMNG.., INC.. iaw.ta Falls.. P1.Y.9,4302 LISA ( 282 -1399 z • FAX: 7161 28S -83Q3 — 1- z w w = P roduct Information On: ' 6 ... JU -' - - - -' • !~'LAME CONTROL NO 20 -20 FLAT LATEX INTUMESCENT FIRE RETARDANT - w o PASNT _ . • _ W W Fire Protection Ratin s: -N .•. u) 9 w0 ASTM.E-84 (NFPA 255) Class 'A "; also up to 30 minutes (1/2 hour) 2 - per NFPA 703 ; SOCA 1702 -4.1. LL g 71 Product Description • = d w ~_ Flame Control No. 20 -20 is a latex (water base) intumescent fire • ? }- retardant paint, manufactured in accordance with Federal z o Specification 'TT- P- DW.C932 . Tbis product 3.s designed for use of w interior* where it is either necessary or desirous to D a r s x uee VIM our mace 'a r + arictig C't,~tzar.A. of t'&e -scabwrz -dte . It v u) tries guisk.lp to a 'flat iatte f.�..r:,isb, has'5 g ,t appear• wee *f a . , o h- conven flat paint. In the presence of but m�e. t or CLa, the • •= w • coating puffs up (intumesces) forming a thick sponge like cellular' H foam layer. This foam layer insulates the substrate reducing the ' I L - 0 penetration of heat, thus retarding the flame spread and j z prolonging structural collapse. In addition to the .standard AST?! n E -84 t'tJL723, UM; 42 -1 , NFPA 255, CANft1LC- 5102'7 fire test, this 01- c has also %lees Eire testet't for per -4 iods 'up to 32, minutes . z ?1/2 hour) . < <Ret. fire test section far de &axls2 . Surface Preparation: ' All surface preparation should be carried out in accordance with , good painting practices. Remove all loose peeling or powdery pdtnt trant the snr±aoe . A L!&. dirt, grease, oi.'z., wax, and other f'reigz me ter LMUS2' be .reirtav'ed *i th dr daergwnt, I'.t:nse- surface t i tau;hi y wit.r. .1a..T.: we_f..er oz a: 1ov to d tij _ Ikea-pain. alll_ cra' s , holes, and other surface laragal ariti A11.ow to rlry, .and lightly and prime repaired surface. All glossy and smooth surfaces must be dulled with sand. paper. For hest appearance , new wood surfaces should be sealed with Flame Control No. 3001 Alkyd . -,,- ~�. Primer. . ` CO . , ? Metallic Surfaces: ; • , E , Previously painted metal surfaces should be clean, dry, dulled �� , ' where glossy, and spot-primed with Flame Control No 3004 ; 'Y '`' Universal Primer. Allowed to d ry a minimum of 4 hours . New metal r. u� ,, s¢cfaces must be primed. Apply Flame Control Sib. 31%74 Ohiversal 4 l s ,, ; Bminem or V lame Control 'At. •3^.1O5 'two C.tJmpo - rent 'Epoxy Primer, and W ° ,' 'Y " a;L2 ' � t. dry before a Z it . 20-20. : . 1 `„{ ,, E . 2 M i tabgA MANUFACTURERS OF FIRE RETARDANT PAINTS, VARNISHES. MASTICS AND CHEMICALS .. • ..,.. .A v.e wTrw;rntn,ac +ra %r,• -,n. n. nrn...ram.,rr.....,..,- ., ...... .......:.•, . „ _ .. .. ........... ., s. , , Y , .. _ . ;)l2'n .'i.U�ia Ut ✓i{'.'aa.N.xt N.. .. .... .,..µiwt' ✓t.'::.,1;':: $S•,t .7{EC!4t1" p4 R J ,. ,... ,... uwau : _e ., «t 8.4.1-/ u u 4G X20 i� 0313 LULU A•Y � ; GUERNSEY OSTERGA ll UOD - yQ,.oa Aal • uma • - 2- NO. 20 -20 ____ z tu • =•• ire G Aeplication: • • ..:.7. _ , - _ . .. ........ ___�.__._ . D Flame Control No. 20 -20 can be applied '..by . �rnsb,.•roL.er, •- o 0 • airless or conventional heavy duty spray equipment. Stir w H m thoroughly, and apply using a full bodied coat. If thinning is u•)11_ required, use only WATER. Do nat exceed 1/2 pint per gallon. Do . - . w 0 nc►r app2 y l,T tentpwrattrre s below 5 Q •'F (14•*'C) . 2 5ugaested Coverage Rates : • _ ' _ _ _ .._ - a 0 0 190 to 200 sq. ft. /II. S. gallon E4.7 to 4.91 ma /Li *applied in. one '• - H i or two coats . See fire hazard classification for specific • _ z coverage rates. . - • ... • _ z o lU W D ing Time: - . g D � • .. . , U Dries to touch in 30 -60 minutes, can be recoattd .;n 2 -_ 4 _ 0 hours. • . • • • Thinners • - _ : _ . _ _: =. v •For thinning use only clean wate maximum 1/2 pint per gaL�gn_ ;7./ iii u Far equipment clean up, use warm soapy water. • _ . • ~ i 01- . Tinting: z Available in white, off white, and pastel shades, or may be • field tinted with most universal tinting Colorants. Tinting . co "loran'ts stioald not exceed 2 fluid ounces per gallon. • .• _ • Packaging: Standard packaging, 1. gallon, 5 gallon, and 5 gallon . containers. .1'�F.0 OZI.CWS CAUTION!. Do not take internally. Close container after each use- KEEP =TT OF REACH OF CHILDREN. Protect from freezing. ' x l ' ., 1 4 "'' N . tIP ' 1' F • • .Ske 4 ,E':. . .. ., n . .. :. li h,:nllY ?:.t ,.. .... .. .., .x ..n.. »....,.... ..- ..............r«.•v..rwvWYN RY.'!i:nN9.'.cLM+wRgCC %! , i 1 1 , . . - -x... - M : ...ei 04/15/2003 11:49 FAX G i SEY OST G,A . ,! 0 . �' '' 01/27/2000 23:54 2063635618 KELLY MOORE PAINT PAGE 02 No. 20 -20 1 . .- 3 - Z =H Fire Test Section:. W ¢ m Flame Spread Ratings: Class "A" . When tested in accordance with J v Topcoat - None . ( *) The fire test was conducted for a total time period of 30 . m T was no evidence of significant progressive com ' • at the 30 minute period. Therefore, the material identified as No. 2a -2G' meets tire requirements a s t2efir»d in NFPA 70 3 and the criteria actecifi-�a i n Section 17 a2 -4.1 cf thee. 19.90 P.0 .A 3Lntior�al Building Code. A coin .ete 30 minute test report Is avai1e. ].e upon request- ' . I - -. - -. . - S r a .- - - - - -. - - - - - — mi. 4o OM ow ma r — •-•.• -. — WO .• — As we cannot anticipator all conditions under which this information and our products, or the product of other manufacturers in combination with our products, may be used we accept no responsibility for rezdets ottbined by the application of this information or the safety and suitability of our products„ -, • either at.rme or ;.s eon.4,:natict.• with ether products. users ere edwisad to make their own tats to C- r •, . 1 "` ;! determine the •afnty and suttAbt 1 i* of lerh av vx� h co. or duck nombination for their own o .�'' �x 1 ' ,•, Purposes. We sell the products without warranty or guarantee, sna buyar3 eru+ isera Jdsuer all - ,1,0, "s , responsibility and liability for loss or damage arising Trom the handling and use of our products, • whe_nor used alone or in combination with other products. , .t 3\ Rev. 9 S8 `- .',€ ; . • � - • :.; .yMn. .. wtur. wr+.++. r.. nnw ...m..ew...�...e..........«.. rr-=+ rr.,..., ....,....»_..,- :_._..,.v,,..... raw:....,.., wr�mu».+ n... sarrvr +rr.:ur•uiwrxff:N.tPSa1't u4?ttiNfNZVn„w».4e.. • • r Sears - Tukwila Tukwila, Washington For FILE COPY tomasneeme I understand that the Plan Check approvals are Freiheit & Ho Architects, Inc., P.S. November 27, 2002 Project No. — S02-190 ASC Advanced Structural Concepts A division of Freiheit & Ho Architects, Inc., P.S. CEC 20 22 EXPIRES: SEPT. 6, 2003 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 P: 425.889.2189 F: 425.828.6899 RECEIVE CITY OF Ti news t NOV 2 7 200? PERMIT structural calculations new pull down door support - • . . : . . PROGRAM : General Frame Analysis v2.05 PAGE NO. r3 ADVANCED STRUCTURAL CONCEPTS TIME : Wed Nov 27 14:41:46 2002 JOB : CONCRETE BEAM AT NEW ROLL DOWN GRILL JOB NO. : 3 RUN : S02 -190 NODAL I N F O R M A T I O N . NODE NODAL COORDINATES SUPPORT CONDITIONS NO X Y CODE PX STIFF PY STIFF M STIFF Z _I T Units : Ft Ft K /In K /In K -In /Deg fe l ' 1 0.000 0.000 H _j OO 2 24.000 0.000 XR co 3 63.667 0.000 XR J = 4 87.667 0.000 XR F- . w O 2 ELEMENT I N F O R M A T I O N g 5 ELEM NE PE ELEM BETA PROP ELEM NE PE u-< NO NODE NODE LENGTH ANGLE TYPE TYPE HINGE HINGE = d H W. Units : Ft Deg ? H M- O uj 1 1 2 24.000 0.00 1 BEAM W 2 2 3 39.667 0.00 1 BEAM . 3 3 4 24.000 0.00 1 BEAM O N ' 0 H W P R O P E R T Y I N F O R M A T I O N i-- PROP SECTION u- NO NAME MODULUS AREA I DIST ti l.Z 0— . Units : K /In 2 In2 In4 Ft 0 H I z 1 W 24X76 2.9e +004 22.4 2.1e +003 E L E M E N T L O A D I N F O R M A T I O N �. REC LOAD LOAD LOAD DIST 0 NO CASE TYPE SYS SPEC DIST PX PY M i 1 Description : TOTAL LOAD Element List : 1 -3 1 1 UNIF GLO FRAC B 0.00 0.00 -1.02 0.00 E 1.00 0.00 -1.02 0.00 1' k • Description : POINT LOAD T,r , w' 'd i .., t i Element List : 2 y S p 4 p.,14 , ).„, ,4 4 41 : 411 4 . =. '‘ * r . i: t7I 0 , - . - ..4.,- :` a .t- • PROGRAM : General Frame Analysis v2.05 PAGE N0. 24- ADVANCED STRUCTURAL CONCEPTS TIME : Wed Nov 27 14:41:47 2002 JOB : CONCRETE BEAM AT NEW ROLL DOWN GRILL JOB NO. : 3 RUN : S02 -190 E L E M E N T L O A D I N F O R M A T I O N REC LOAD LOAD LOAD DIST NO CASE TYPE SYS SPEC DIST PX PY M Z = 1-: 2 1 CONC GLO DIST B 1.83 0.00 - 137.00 0.00 w Description : POINT LOAD -J UO { Element List : 2 w 0 3 1 CONC GLO DIST B 37.83 0.00 - 137.00 0.00 W w -I H CD LL E L E M E N T R E P O R T S w 0 ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS QQ NO COMB NO AXIAL SHEAR MOMENT MAX MOM /DEFL DIST LL Units : K K K -Ft K -Ft /In Ft _ LOAD COMBINATIONS: Z 0 ww { COMB 1 : 1.00 X CASE 1 ? D . U • _ N ca ~ 1 1. 1 0.0000 0.2917 0.0000 0.0416 0.29 w w 2 0.0000 - 24.2363 - 287.3358 0.1822 15.17 H U u. "a" c n 2 1 2 0.0000 157.2721 - 287.3358 164.8419 19.84 U 3 0.0000 - 157.2675 - 287.3813 - 0.7290 19.83 0 H : Z 3 1 3 0.0000 24.2382 - 287.3813 0.0411 23.72 4 0.0000 - 0.2898 0.0000 0.1822 8.83 k R E A C T I O N S NODE LOAD NO COMB PX PY MOMENT Units : K K K -Ft S LOAD COMBINATIONS: COMB 1 1.00 X CASE 1 I I 1 0.0000 0.2917 0.0000 . 1 �`,rrs'1: Y tIVA } i. + 1 x, Y r •, r. ..:.. . . . :'.. :. .. 'MW H .ftlwi.m...!++.Mr ++u:r.. .. IV,i.rt.+rin.x. Fn ... ..... ..0 ... ... .. .. .. ... i k4.1 ,, ii 5 . ....: : i. v .. d ..:;.: li. .. .... i nt ,ENI ..:vu.v..,,•u .i.....aa- rv....y.J..v :n✓as.vr w .. .. .. ...... ,. w.+.r,'.. .n.n .. . .. 1 rJ . ' ' \ ` ^ - ', PROGRAM : General Frame Analysis v2.05 PAGE NO. , 33 ADVANCED STRUCTURAL CONCEPTS TIME : Wed Nov 27 14:41:47 2002 , JOB : CONCRETE BEAM AT NEW ROLL DOWN GRILL JOB NO. : 3 , REACTIONS , NODE LOAD Z 3 1 0.0000 181.5058 0.0000 w10 co D 111 uj D CI 0 I- I di 1 1, I z ■ it 4 40;4 ' - + / t.C 1, .. :\ I • • P 1 DD2 67149 - ION INC. JA9OCIATEE 1051 Westview Drive Business (509) 663 -9800 Wenatchee, WA 98801 General Contractor Fax (509) 663 -1051 z TRANSMITTAL ,11-: ft J U TO: City of Tukwila DATE: 5/14/2003 _1 o 6300 Southcenter Boulevard N o Tukwila, WA 98188 -2544 JOB NO.: 03001 J I i ATTN: Bob Benedicto JOB NAME: Sears Remodel — Tukwila, WA . CO o , , g tL a 'A m u) DATE NUMB H W ER SUBMITTAL DESCRIPTION COPIES NUMBER z I HO 1 Seismic Calculations for Sears Wall / Ready Maxx w w Dp 0 - 0 1- wW I- F L O z V — co FOR APPROVAL ENCLOSED FOR YOUR SIGNATURE ARE 3 O H { COPIES OF SUBCONTRACT. PLEASE SIGN z X FOR R`YOUR USE AND RETURN ALL 3 COPIES WITHIN ONE WEEK OF RECEIPT. AN EXECUTED COPY APPROVED AS SUBMITTED WILL BE FORWARDED FOR YOUR FILES. APPROVED AS NOTED . CERTIFICATE OF INSURANCE MUST BE NOT APPROVED SUBMITTED TO OUR OFFICE PRIOR TO WORK COMMENCEMENT. FOR REVIEW AND COMMENT OTHER FOR BIDS DUE: REMARKS: ,`" r 15 L: y ) 1 i+ F' :J BIALDINCi v r r: . ti il ,�J DEPARTMENT SIGNED: � A ' �. JZ. -/ -- 0) , -- M tt Pulick, /Project Manager �'� i w4 ti' tk cc: Project File ra g :' W.C.L. BLODGCA 055 PZ L`t. ~ } - + Y y�^ tyyewt?! t. l! M^.' A•PY:ka': +n... rvtmra� 'Y+A:7xi'isr y , f - ,- i S 1 Pi t i Ul O il° • 1 5 . et) I , ! E • • C:01 r ui 111, libia . 4 •—• = w ‘, , , Ui , „. orz , ., I 1 1 i I i I ... ..-- NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i L - . . . . _ ) _f , , ■ • -' r -s. .4 ,' The Office of T. S. Dranger '. Consulting Engineers Tq: r * ; i' F 1025 E. 162nd Street "''' South Holland, Illinois 60473 ,.., . .1 Telephone: 708 -339 -5270 4. ? .UeLL) NU z DEPAF N s . . a a: W 0O' N 0 U) w J I- S E ARS STORE FIXTURING co u. MONTEBELLO, CALIFORNIA w 0 g N 0 = d STRUCTURAL CALCULATIONS 1•- W • 4 ?1. FOR 1 Wo READY METAL MANUFACTURING COMPANY :ED STORE PLANNING DIVISION O 0 . 4500 W. 47th STREET 0 � CHI CAGO, ILLINOIS 60632 W y (312) 376 -9700 U — O Iii Z v = . 1 z November 7, 1991 i '"1 pages issued to SEARS Attention: Mr. Ed Dale y • 1401 N. Montebello Blvd. Montebello, CA 90640 11 / / / Vi ; � v�/ ,47 1i .,; li G am' - G �'' e.........4;,_.9., '':. ,t,,,,,', � 313 License expires 6 -30 -93 ",.'4''''''':-,;""1: i, i , . ., ri_ — _ — - r - _.4. i ft , ■ -,m,/' 7 _� — _ ` r - - • - V \ . hs Office of S -rs V Date q /Lq/4l INDEX Thomas S. Dranger, Structural Engineer r , r _ , s,r i --- _.� - - - - - N The Office of e — TS Date / /`lt INDEX Thomas, S. Dranger� Structural Engineer dy - 1...1 V va+. �tvutx The Office of Thomas S. Dranger, Structural Engineer 22300 Nichols TX Sauk Village, Illinois 80411 'PROJECT SUBJECT 1 INDEX Chkd. by Date SHEET NO r OF Hots SEC -UPPED To A TRANSVERSE RUW) �URLDP.14c WALLS OR- NO SGALE RM 1028 typical plan display divider typical plan display applied to building wall typical dispaly divider section - , - `- . - 1.Gr- `i :\ 1 I .Tha • Office of "r l� Thomas S. Dranger, Structural Engineer s y D�� 4 �� INDEX i 22300 Nlehois Dr. Sauk Vlllag., IIIlnols 60411 Chkd. by Date SHEET NO. 18 ,OF__ 1 1 PROJECT (?��L4 M( 1)(S Pl. A 4 PtZOto -TS JOB NO SUBJECT C OQ E Z- UPRIGHTS 10' high with two rows of horizontal bridging at 3'6 & 7'0 from z bottom. • s • 4 6 D E= 0.75' J 0 I N ❑ I D + L ALONE ' ZONE 2 ZONE 4 w ZCp= 0 ZCp= 0.1125 ZCp= 0.3 J f— Z Pa Rt Rb Pa Rt Rb Pa Rt Rb co LL w0 7 373# 36 • 36 ••389# ° 69 49 250# 97 62 5 •450 42 42 ' 462 • 76 73 268 86 . 81 u_ ¢ 3 623 55 55 550 75 97 348 84 120 N ❑ 1 458 42 42 525 60 105 424 71 167 ' . _ ? I- W 1178# 96# 96# 1080# 151# 175# 5804 1474 1794 f I 0 Z I- wW 2 ❑ n E= 1.50' cn , ❑I - D + L ALONE ZONE 2 ZONE 4 . ta w ZCp= 0 • : ZCp= 0.1125 ZCp= 0.3 � 1- Z Pa Rt Rb Pa Rt Rb Pa Rt Pb — 0 '` z I w 7 2054 40 40 235# .70 57 170# 89 63• • v 5 298 54 54 303 79 77 200 88 82 0 3 316 57 57 329 77 90 242 86 109 .z 1 230 44 44 282 62 85 248 72 126 W 770# 1394 139# 711# 1724 188# 461# 1654 1904 • 1 l t = t "1 * * * -> . L 10 0 3.5' 3.5' 3' A Z . Fat= 6.19 Cb: 1 1 1 Pa= 28724 Fb: 13.69 13.69 13.69 ksi Pe= 2872# Mr: 310 316 376 ft# Mi ■ EMI . . . .,..,.. ._..4 w.:.....__,.. ■ . . ........ . .. .. .. .._ .. _ ...,.. _... _..._. _.. ... ....... ...•.. _.... „..........- ' - ,. .....,.,, ..,,.. m: +v,+w- ,wMUr.,r»nws..v.nrnt,.. , .. o++. v+ er c. �atint7twPVr +rrra•7= dci'FR= �'.�. 1 5� f. _ '� n I r' � , . ;\ . , ` \.(. r ) The Office 01 - n BY I'S lb. D / /4» ( INDEX Thomas S. Dranger, Structural Engineer - - _ Thi Off :e• of B -r � lb Doom/'U INDEX Thomas S. Orange'', Structural Engineer I 22300 Mfehols Dr. Sauk VIIlego,1111nois 60411 Chkd. by , Date SHEET NO 3 7 OF PROJECT �e M I,TAL N_sPL, Ay PR_oDU c-TS .108 NO I SUBJECT . 'ZOr3 E ....--- , • , — — -- -- . • f - The O#Rta of T.9. Drangar . ' Coauatttag Eag{�oaern • • 1025 E. 152nd STREET . ,, SOUTH HOLL 11.UNO.S 50473 TELEPHONE t^ 333.5270 ;O: . E ,L�� . Cc t' j ( ) ( fick I 4-D 4 i Ho i 130Th °e er�ce: ... NOS rC' i3z� CA �f� c{o 1 H (' T7. . � Z - - t - F1 iu �Z ,AFT0; gl hALe (25 ?Zy. (1755 -6 ) re w U) 111 ' Gentlemen: „ .. - - -- . - ,-- • - . . -'..4.I .. ; • .., L 2 s N 01 25385 2 5 M RABINOVit &N EST • & ASSOCIATES s No • Consulting Structual Engineers 1c$ • e o ' 2 ► ►S? • WAL.LS D /� jam. /� JOB ..� � '5 1 LLl:` v'.) .� REAp�' �/ �Co _ _ _ C i . . ' t15 . 1 LLE CS Eve 1.1E CA 4414 X7 3 890 6757 PH UNIT r� :. pESIt3NEii 1► �, DATE 4 - - 2 Q — O X97823 'FAX - This document ts,.cop'Y byM. Rebinovici & Associates. It is provided as an instrument of service. It shall not be copied without written permission: Submit only wet signed copies for permit approval. under A wet signed sheet shall not be copied der arty circumstance: . TABLE OF CONTENTS 1et . z 1. TABLE OF CONTENTENTS Iii _ � CITY RAg t >� SHT I 2. SHORT OVERVIEW B .DING 1 A MN SHT 2' re 3. DESIGN DATA �:_ . _ - SHT 3 v O 4. DISPLAY WALLS N E X T TO AN EXISTING B `; ,., r •i `r; �1yf,�?�F ,,, cn 0 0 PLANS ` a. GENERAL MERCHANDISE .k` ' MUST �, S77� w i a . 4.1 CHECK STUDS,TRANSVERSE SEISMIC sgr 3 0 2000 SHT 4-5 w U - 4.2 LONGITUDINAL SEISMIC, ANCHORAGE TO R • SHT 5 -7 w 0 5. DISPLAY WALLS NEXT TO AN EXISTING BLDG. WALL- SE LEVEL .• i 2 • • a. T.V.,APPLIANCES, ELECTRONICS, g Q 5.1 CHECK STUDS, TRANSVERSE SEISMIC SHT 7 -8 w d 5 .2 LONGITUDINAL SEISMIC ,ANCHORAGE TO SHT 8 -9 • • w b. GENERAL MERCHANDISE • • t z = FOR COMPLUIPJ W1TH APPUCA8LE I ONS OF P H i • 5.3.CHECK STUDS, TRANSVERSE SEISMIC SHT 9 -10 1-- O a 5.4 LONGITUDINAL SEISMIC, ANCHORAGE TO FLOOR SHT 10 -11 w w . 6. DISPLAY WALLS NEXT TO AN EXISTING BLDG. WALL - ELEVATIONS, DETAILS SHT 12 .. 2 o ;, • . 7. FREE STANDING -DISPLAY WALLS - FIRST LEVEL - GENERAL DATA SHT. 13 i 0 r a. FIRST LEVEL- GENERAL MERCHANDISE • i o H 7.1 CHECK STUDS, TRANSVERSE SEISMIC • SHT 13 i w w • • 4. . 7.2 LONGITUDINAL SEISMIC, ANCHORAGE ��' •- �' a i' ' • ...'.':. _' ' . � - • r • - .. SHT. 13 -14 • q 1- O i ' 7.3 CHECK BRACING TO THE ABOVE FLOORI=EDERAL � QMA gi TI L �NORA SHT 15 -17 .. .L W z IL STAN 8. FREE DIG DISPLAY WALLS —SECO ER FR GEN.MERCHANDISE -"H” WALL= 12' -0" . ITY i I- _ 8.1 ONE SIDE LOADED BY DATE: 3 0 2001 SHT 18 -19 O I-- 8.2 BOTH SIDES LOADED CLAI OMPANY. INC. SHT 19 -20 z C It 8.3 CHECK BRACING TO THE ABOVE ROOF STRUCTURE SHT 21 -23 9. FREE STANDING DISPLAY WALLS - SECTION,ELEVATION,CONNECTION DETAILS,SHT 24 ' • -, --1 ,�.. 1 p , -,te - ...°I l APPENDIX SHT A 1,A2, B & C 4 ;.., • DRAWINGS: J 1. READY METAL CO.- DISPLAY WALLS - TRANSVERSE SECTIONS, FRONT ELEV., ' ANCHORAGE TO FLOOR, BRACING DETAILS, GENERAL NOTES. . _ DWG. R -1 Notice to Building Departments If this calculation is submitted for building permit approval, it shall contain all sheets of calculations as w " listed in the table of contents, and shall be accompanied by g anied b a ll drawings listed. All documents shall ; ' . xF ',,,I.' "!, , ' bear appropriate seals and signatures. • N . ' QROFESS /p 'III* �.: t Reproductions of signed copies are invalid. � Q�2 �BIN Ae Fo '' 4i: V\\Q__.. \ `C c .-.•_)(,:k..\A PIMA filaizazuul ,* Exp. I, * r,;_1, " }o +- ti J` 4. .I. T wi n: is �`� 2000 ; H.pk.430 � y'ry ' �liE)/ 7 �4 ?b: a„ i. gf y Cr 6. M. RABINOVICI & ASSOCIATES SHEET No 2 - ' Consulting Structural Engineers ,cos' S PPR5 OSEViLLE— PE Y E1 .L CO3 DISPLAY WAus JoeNo 1089 c; ALLY f� ►■ # r ROB s LLE QSEvi ILE J CALIF. UNIT DESIGNER N.. 0= 4- 15 0 d • is document is copyright by PA. Rabinovid 8 Associates. It is provided as an instrument of service. It shall not be copied without permission. Submit only wet signed copies for patmit approval A wet signed sheet shall not be copied under any circumstance/ z < Short Overview o . 1. This job is reviewing the structural adequacy of the Ready MFG. Co. display walls. It w is assumed(like to all. other SEARS bldgs. for which our office designed the Ready i Metal Display walls) that all exterior /interior walls to which some of the display walls u_ are interconnected are designed to carry transverse seismic display walls forces. w o To be noticed that these forces (20 #/ft to 25 # /ft) are very small compared to the g a existing dead load and the 5 # /sq.ft lateral force for which they have been designed. d 2. The design and execution of this bldg. was done per 1994 UBC and City of Roseville w amendments. After the documentation for this job was reviewed and approved, in z July 1999 was enforced the 1997 UBC. To cover both Codes, our office choused z o (as we did for others Sears in similar situation) to design these display walls per the w w governing Code among these two. ' 3. The following types of display walls are investigated: o P 3.1 Display walls next to an existing bldg. wall . • w w • 3.2 Free standing (braced to the above floor/ roof s +ructure) display walls This ~ 0 • condition applies for display walls placed more than 5' -0" from the existing.bldg. o walls. Usually this condition is applied for 2' -0 "(or more) from the existing bldg. o walls. ►- �. 4. All SEARS stores are bracing transverse these free standing display walls from Z • the above floor structure. All display walls have a top track rail (which is a chord for these walls) and to which is connected a bracing (usually a steel stud) at 45° to the above floor. All these top track rail segments(usually 10ft. /segment) MUST be interconnected with Ready Metal Mfg. Co.- Standard Connectors. 5.Transverse bracing to the above floor (roof deck) shall use: a. Level I- Studs — 20 XHD 358 (L brace smaller than 125 "). b. Level II -For L brace smaller than 125 " - use 20 XHD 358 — studs. • • —For all others(max. L brace = 152 ") - use 18XXHD358 studs . • • See Metal Stud Manufacturer Assoc. Catalog /Revision February 1995 and Angeles Stud Co. catalog - for studs dimensions , identification and section properties. ¢ °r ' let Ji 6.Two main loads investigated:" , }_► a. General merchandise. r b. T.V. , Electronics , Appliances , Auto.`: G, 1;4 ff le„ V? t. h:.it� . °: ,..1 i re.... r ai':...., i..t, . e....... err , M4s`..'rfti.:I" S: .i «.11JCY.Ai.5.79A4`Ji�L:xi.'J. .l'.., ... .,. n. • . . ............... ... ..... naa..w.w m : err r ... »... ....., ..,._.......... ..... .... ... ..... , . ,.t • ». , i s. »..v.we..'1kn.« ...... • r - -- I M. RABINOVICI & ASSOCIATES SHEET No: 3 ' Consulting Structural Engineers I 0 69 Joe S EARS 2Y)112L C. 12 JOB DISPLA'f x/Aus . _ _ L i . ' 05 ILLS OSEviLLE CA . UNIT DESIGNER N, K. pATE 4'15 -00 is document Is copyright by M. Rabinovici a Associates. It is provided se an instrument of service. It shall not be copied without resii permission. Submit only wet signed copies for permit approval, A wet signed sheet shall not be copied under any circumatanc DESIGN DATA and GENERAL NOTES • z 1. The contractor shall verify all dimensions and conditions before starting the work . . z 2. Any deviations from the plans which are necessitated by field conditions different from re those indicated on plans , shall be called to the attention of the structural engineer. o 3. Designed per 1997 UBC(or 1994 edition, which one is governing)and City of Roseville o o al lendments J i 4. Steel ASTM -A 570 Cold Formed with Yield -Fy = 33 ksi. for all display walls members. N F - 5. Studs (for bracing to the above floor) -ASTM A 570 Grade 33 -Fy =33 ksi -ICBO # 1715 w o (Angeles Metal Systems, or equivalent). . g 6. Loads —on 7' -0" of display height(from 'elevation 1' -0" to 8' -0 ") at maximum 9 "(lo c enter u of gravity) from the display wall : • • = a -TV, Computers, Electronics ,Appliances, Auto Center...15 PCF Z i - General merchandise 8 PCF o -DL of Display -one face 2.5PSF w w -both faces... 3.5PSF U 0 7. Expansion bolts -Hilti Kwik Bolt II- ICBO # ER-4627 or Hilti Dome Head Nail -X -DNI - o u ICBO #2388.Or equivalent approved by local Bldg. City Officials. o � —The anchor bolts arX" bracing location(1 /2 "� -3 "embedment) at level two— only - Special . '? 0 inspection required(test to Pull out at1200 lbs. or 28 Fbclbs. install. torque).All other LI o anchor bolts - special inspection not required(half allowable tension value in design). . N 8. Bolts: -' /. "O -High Strength Bolts(Grade 5) -for longitudinal bracing: z 9. First level -Slab on grade- fc= 3000psi.,t =4 ";Second level -5% "lightweight concrete fc =3000 o F- psi overl8GA Verco Steel Deck;Roof -2 " -2 /Z" insulating conc. over insulperm over slurry coat overl8GA -Verco steel deck(See KSP- Consulting Eng.- Dwgs.:S -1to S-4). 10.BIdg. walls: concrete and CMU- exterior walls first level only. . . 'R • -metal studs(16 or 18Ga @ 16" oc)else where. 11. Height of Display wails -Level 1- 10 " -0 "; Level I1- 10' -0" & 12' -0 ". 12.Clear distance (to the above steel deck) at display locations: . . -Level one- 17' -0 "; -Level two- varies- 17' -0" to 19' -3 ". • . 13.For all free standing display walls, the SEARS representative responsible for this bldg. . shall identify together with the installer of these walls which one are both sides loaded and shall space all "X" bracing accordingly. If this is not done ,all free standing walls shall be braced for both sides loaded condition. ' vga 14.Ready Metal Co shall furnish shop & erection drawings.(instructions)showing they,, ;x t details of components and connections , r, ..i Splice all adjacent segments of the to P 1 9 top track rail with Read 15. S se «'`' Ready Metal Co. Standard � �� Splice or the detail given in this drawing. Always each segment of top track rail shall :r.* have minimum 2 transverse braces to the above floor. it ill 1. �4� ;��..Y 16. See "Metal Stud Manufacturer Assoc. "Catalog- Revision February 1955 and "Angeles 0 � " Metal System Catalog(ICBO #1715) for studs I.D., sizes, section properties e.t.c. ,. ,, r, {r ,. ' 4415L 17. Display Walls at Auto Center shall follow same details used for Main Bldg. using �'''�k heavy loads -T.V. Appliances. "',;",;; 18. Roseville , Calif.- Seismic Zone 3. c . 1. t JJ xrYtu: mom: .,.....,w .... __ .......... .......... I , . r m rabinovici & associates display walls next to an existing building wall first level slab on grade general merchandise display walls studs check studs stud capacity loads to stubs x bracing l cross bracing longitudinal seismic reaction on top wall rack check x bracing spacing check connection to stud check connection to floor shear bearing check bolt diagonal bracing anchorage to floor display walls next to s building wall first level lightweight concrete verco steel deck loads to stud check bracing to the above floor studs section properties maximum transverse reaction on top of track seismic wind spacing check top rail for spacing of bracing section a-a plan top track rail splice option for ready metal company connections for bracing longitudinal seismic reaction on top rail of display wall check bolt connection to stud check connection to floor net tension check anchor bolts shear longitudinal seismic reaction on top rail of wall check bolt connection to stud transverse section front elevation free standing display walls elevation b-b elevation a-a section display wall to transverse bracing connection transverse bracing to above floor roof connection details for transverse bracing to display wall effective width of compression flange net section properties stud effective width of compressed flange section properties — , . . t iito ....,,,,..,-.:, T,') L ?9 a ,Cit4G . Z Sears #1156 • Madix Rack, Bulk Shelving and Hypermaxi Gondolas w rt � r PLAN REVIEW APPROVA Location: R oseville, CA v o. 1 COMPLIANCE WITH APPLICABLE PORTION OF 0 Prepared For: co = e ady Metal Manufacturing Company Chicago, IL N o w Prepared By: 2 Peter S. Hi gins And Associates . . . . c? REVIEW APPROVAL. DOES NOT AUTjPfORIZE Consulting Structural Engineers. it CITY OF CO TAUCTION TO PROCEED IN VIOLATION OF 1225 -F North Pacific _ DIVISION h- w CI PAL, STATE, Glendale, CA 91202 ' • OR LOCH! REGULATIONS, NOR DOES `` = : APPROVED z i JEVE DESIGNER F ANY LIABILITY OF (818) 549 -0072 '; ti NSIBILITY. CONSTRUCTION PLANS z oo Moky 3 021(11 Peter S. Higgins, S.E. MUST BEQI�f Jpp gtTE j Nw 3 o 2000 C COMPANY, INC„ ,`~ Job Number 4257 Imo __._.... ,_S1gfl9 v � co April 7, 2000 o This Document and the design it contains is copyright eter S. Higg s and Associates. It w w • = U i is provided as an instrument of service, . • . .11 no a reproduced in • ny fashion without I— ._ the written permission of Peter S. Hi:. ns and s ciates. LL I — Q Q,pkESS /p� — o Notic to Buil' i4 De a t e ,� 6 N�, c % w Z U = If this calculation is submitte for bu i • g . rmit ppr. . hal co fain all sheets of c.v c u S 2642 2 R+ E 1- , calculations as listed in the le ofc t: is . the • p s), an sh. I be accompanied � EXPIRES o by all drawings listed in Sec on 1.A d. um• nts s . bea .pro. i to s..ls and si • • res Z in ink of a contrasting col with tl s. e J.b • ber R• feren• • . The c • shall be 3 - 31 -09 . signed across this block. P / / / 6; T�Q� \^ ' REPRODUCT ►. S O ' GNED�O '' IES ARE INVALID I �' , uF CA1.��'nQ� 1 y , • 1 1 ;.: - - - A L %,..■...y .........— ) n•-■ - - ;1'14\ , DA: .,t.. .4 ,... -C . y ^ 2 )jil D 4 , �� µ4A f ^ .'V- :' Lt. . A t P , A 4 05,1 { �...:,, w _ c�, w .,. .. r M � .............. _ ..... ti ' 1 • ■ . I — . - .- • - y.4� -- - �l :` • r PETER S. HIGGINS AND ASSOCIATES . CONSULTING STRUCTURAL ENGINEERS Project: Sears 1#1156 Job No. 4257 April 7, 2000 Sheet ii • Table of Contents 1 Reference Data 1 1.1 Documents 1 z 1.1:1 Drawings 1 = 1.1.1.1 By Peter S. Higgins and Associates 1 , 1.• z 1.1.1.2 By Others 1 re 2 1.2 Loads 1.2.1 Vertical (Dead plus Live) : • • • 1 ..y ':.1 ;t: V -' 0 0 • 1.2.1.1 Racks t ..,,. • • rl. . .. u p • 1.2.1.1.1 Up to 36" Deep 1 co w 1.2.1.1.2 36" and Deeper • 1 _ .• H 1.2.1.2 Wide Span Shelving ' 1 2 ti 1.2.1.3 Gondolas 1 1.2.1.3.1 Arms •' 2 1.2.1.3.2 H o Maxi Shelves 2 g =r f .n, ` "�f2nrgiiismic N ¢ ;•�:"',, ;�r �; ^:S ° r ;k f ' . � ►2.1 Geri 'rak:(I BC: 2222) . . ,2 w.., yt OH I:,;,•: . = a ...,�. 1.2.2.2 Shot F , . r , ` �. ;, ., ; : 2 _ . . %••;: , I— w . O ' `4. : • � . tT∎.- ,�I%'.1.. •,`A,P, \it :< -1:i: 3 1:,, . , *.e.i. r ?I— 0 1 '4 ..); e2,.:FralretrIfatVP° i` ' " 3 .,t: , ;:t ;: - , t— '$r: :: •}C;`s., b.2? 11Cii � ents and uedmetry t t w w 2.2 Check Beams ' ' ' .. 413 : -3--7 - ; ;- - -A7 _ -- ,' �" 2 .�_. ..... - -_ 2 . 2,:1 II s><gn Forces. , r J # 4.4 ii �.. .. -0.� v . 2.2.2 Beam Properties 4 0 - 2.3 Check Posts (Dead plus Live Loads) 4 W 2.3.1 Load to Post 4 w 2.3.2 Post Properties (net section) 4 2.4 Longitudinal Seismic 4 u' z 2.4.1 Base Shear 4 2.4.2 Design Forces ' 5 2 2 2.4.3 Post - Combined Stresses 5 I- 2.4.4 Beam Connections 5 • z 2.4.4.1 Design Forces 5 2.4.4.2 Connection Capacity 5 2.5 Transverse Seismic 6 2.5.1 Base Shear 6 2.5.1.1 Machine Loaded 6 2.5.1.2 Hand Stacked 6 • 2.5.2 Stability and Anchorage 6 2.5.2.1 Machine Loaded 6 • 2.5.2.1.1 Overturning Forces 6 2.5.2.1.2 Anchorage 6 . 2.5.2.2 Hand Stack 7 ' 2.5.2.2.1 Overturning Forces 7 2.5.2.2.2 Anchorage 7 2.5.3 Brace 7 r---� .-; 2.5.3.1 Design Force 7 ) 2.5.3.2 Brace Capacity 7 `k;w `' i i 3 Wide Span Shelving S BIN . 3.1 Components and Geometry 8 ,-.', P Y `' hN�.� i , 3.2 Check Beams 8 ', .: 1 t 'Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. .. .. .'h't. ..., ,. .. t ... ., 6V.it /ill. .._,.P7. -.a,. .,. a.... Ar. @,Y.r. . e..<.c::Ya ^.r: *. S.La.i„.:+'h+ eL%ntt , .e. ., .., ...,.: +h'l.a:.0 4'r3.N ,•w .e. 1( .t�'XTtix3t:.i.a+� ..y ;lv Yt 1 i' , -r - / - `i. .(/ _ ti PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet iii 3.2.1 Design Forces 8 3.2.2 Beam Properties 8 3.3 Check Posts (Dead plus Live Loads) 9 3.3.1 Load to Post 9 z 3.3.2 Post Properties (net section) 9 Q 3.4 Longitudinal Seismic • 9 = l 3.4.1 Base Shear 9 M 3.4.2 Design Forces 9 D 3.4.3 Post - Combined Stresses 10 _i 0 3.4.4 Beam Connections 10 0 0 j 3.4.4.1 Design Forces 10 0 al 3.4.4.2 Connection Capacity 10 w I { 3.5 Transverse Seismic 10 0 u_ 3.5.1 Base Shear 10 w 0 3.5.1.1 48" Deep Racks 10 2 3.5.1.2 24" Deep Racks • 10 • ga 5 3.5.2 Design Forces 11 3.5.2.1 48" Deep Racks 11 0 3 3.5.2.2 24" Deep Racks 11 F tu 3.5.3 Stability 11 z ' 3.5.3.1 Brace • 11 z 0 3.5.3.1.1 Design Force 11 w 3.5.3.1.2 Brace Capacity 12 • U 0 4 Gondolas and Hypermaxi • 12 0 N 4.1 Components and Geometry 12 0 ►— 4.2 Check Arms 12 = w . 4.2.1 Design Forces 12 ii— FU-- 4.3 Check Hyper Maxi Beams 13 ! p 4.3.1 Design Forces 13 ili z 4.3.2 Beam Properties 13 0 ( i ) . 4.4 Check Posts (Dead plus Live Loads) 13 . ' i H 4.4.1 Gondola Upright 13 z 4.4.1.1 Load to Post 13 4.4.1.2 Post Properties 14 4.4.1.3 Post - Combined Stresses 14 4.4.1.4 Base 14 4.4.2 Hyper Maxi 14 4.4.2.1 Load to Post 14 • 4.4.2.2 Post Properties (net section) 14 4.5 Seismic 15 . 4.5.1 Base Shear 15 4.5.2 Transverse Forces 15 4.5.2.1 Stability 15 4.5.3 Longitudingal Seismic 16 4.5.3.1 Design Forces 16 4.5.3.2 Post Combined Stresses 17 ate:;: 4.5.3.3 Bending in Spreader 17 1 4.5.3.4 Spreader Connection 17 -�' '^'' ,, f i 1 .0 RA qa .t 1 _ nab ,, � fi t , � e , . f . i . ,r�.;r�. A x 'cCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. { t RMYw.ww+o� u. ....... ... .... ..... .... ....... .. _ .. 1 r r i • PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 1 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of draw- ings is for the structural review of the storage racks only. Other information is not reviewed, nor approved. • z W 1.1 Documents tu 1.1.1 Drawings 1.1.1.1 By Peter S. Higgins and Associates w SE -1; MX- 1,2,3,5 1.1.1.2 By Others ai O Sears • g -' Fixture /Merchandise Plan (as rec'd 4 -5 -00) N a 1.2 Loads Z = '- 1.2.1 Vertical (Dead plus Live) w O w 1.2.1.1 Racks v D 1.2.1.1.1 Up to 36" Deep t Design for hand stack loading at 10 pcf. v Loads per level = 1.5 kips L I p No Impact z ui Max 3.0 kips per bay ' • c2 0 I 1.2.1.1.2 36" and Deeper z Design for machine loading. Loads per level = 3.0 kips Design beams for 25% impact. 1 Max 5.0 kips per bay 1.2.1.2 Wide Span Shelving Hand Stack Material Density = 10 pcf Design beams for 1.2 kips per level 1.2.1.3 Gondolas i - Design Gondolas for 25% vertical load reserves (impact or temporary unbalanced condi- 1 tlon) y q rr y y �?+ a ayf d _p °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. r eL, A . ; ,.; ,. .i .. , .. .,i ...,'.frefit•..': %a.. r,, ii': r....a1':tili:,. ll .' » i:i. w':.4'(cL { •S5:• .1 ..,u.. „ .... ,. . t., ., tYMVwawwxrwu ...$'O*SW{YVtFYrMRUfnM MbprVlk! .. ,.gip ... nM+a m - r- PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 2 1.2.1.3.1 Arms Hand Stack Material Density = 8 pcf Design arms for 200 lbs 1.2.1.3.2 Hyper Maxi Shelves , '~ w Loads per level = 0.15 kips 6 5 Design beams for 33% impact v p No 1.2.2 Seismic w w J Zone 3 installations are designed to zone 4 criteria, except for some site specific anchorage u_ requirements as noted in the calculations. w 0 Zones 1 -2 installations are analysed to zone 4 stress criteria, but anchorage requirements are relaxed per the final section of the calculation. g 1.2.2.1 General (UBC 2222) 0.8ZN,1 C 2.5C ? 0.11C / <_ 1 ✓ <_V = W S W 1-0 R RT R w Where: o For default soils: For working stress designs: v co C 0.44N R= (1.4)(5.6) =7.84 Moment Frame o; C 0.64N (1.4)(4.4) =6.16 Braced Frame w w 1=1.00 H c ? 1.0 < N <1.5 T=Structure Period (sec) w i— W=Rack+Contents per 2228.5.1 — Z . ui Substitution yields: v co O 0.034 N ✓5_ 0.041N V„,„,,„,„ 0.082N, 11/ 5_0.140/V Z 0.104N, 0.034 N a l✓ <_ 0.052N I✓ < _ V braced - T 1•t/ <_ 0.179lV a 1✓ 1 For sites distant from major faults: N N =1.0: Substitution yields: 0.082 0.0341✓ < V moment = l✓ < _ 0.140 I , 0.10-1 0.0521✓ 5 V braced it' 0.1791✓ 1.2.2.2 Short Formulation i 4 � If racks are interconnected such that 4 posts in each direction resist lateral load, then using dL..J,1 code maximum loads, and W =rack rated capacity: For sites distant from major faults: N N 1.0:a ;',;a OWN + Y ` ri ht by Peter S. Higgins and Associates. Provided as an instrument of service. Copying in by written permission only. '" . Y PY � Y €S IY S Y P Y �...,r; ITV . tJ _..<.:.ae a•u Mnru.ra.» ...... 4 ' - PETER S. HIGGINS AND ASSOCIATES • CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 3 1 ' moment S0 .1401 ✓= 0.140(DL + /2)= 0.0701✓ 1' braced .1791✓= 0.179(DL + /2) 0.0901✓ (since DL < < LL) • This condition is usually satisfied by interconnecting back to back rows of rack, or by z tieing single rows across the aisles. CL 2 Pallet Racks v v o UNO, the machine loaded configuration with the widest beam spacings governs w i 2.1 Components and Geometry W D w � . iA 1 Id =a . III b z o H z I- 1 I 2 ° a U Y W w r �; LI Q Y. :WA .7/1/.f119 KG 7 // /.1////.. -////A z 0 W =100" H =max 144" 0 a= max72 "" D =42" • b =max 72" 1 d 1 =5" = Beam Type Min. PHB35 Upright Type Rez?ular 2.2 Check Beams 2.2.1 Design Forces 1 (2)(8) Smin 5. =23.4 inch kips =0.78 in3 .y flail V A f� L7 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. � �;,3 ( • r-- - - - -- -. r , - • bt —w PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS r P roject: Sears #1156 Job No. 4257 a April 7, 2000 Sheet 4 i 2.2.2 Beam Properties „ 1 z - fl $ .1.63' 1 O.K. n in4 w t s r ) 4. 1 4 ga 6 D . UO CO o 2.125" w I N w 2.3 Check Posts (Dead plus Live Loads) w 0 2 . S =0.28 in F =18.0 ksi p r =1.15 in . t S =0. in3 p =6.51S it co U r =0.60 in 1VIxa =6.7k � _ O f z 2.4 Longitudinal Seismic 2.4.1 Base Shear .J Determine Period - Rayleigh Method - UBC Method B. Derivation supplied upon request. Units: kips, inches, seconds Where: 1 V 1✓ L3 W = Load per level T > 2300 1 ( 2n 2 + 2n + 1) L = Spacing between levels S i I = Moment of inertia of post . n = Number of levels 1 .. i } ; .,,,,.� p i5' ha s f ` ea ` s f —i,, l ti cCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. , t ■ .i...,,.,.,... ,.i, �.... _......�,.,.; :......:..:._ .,, x..ai4..:..+... w ..w..- .,......- ..ti.... ... _ .... _........... .., .xo.na+..ww....w.,....•...... , ..... iii4'ti:ck•�i�0'wet."wt:SNllV 4 I J . —' - .rte I . PETER S. HIGGINS AND ASSOCIATES 1 CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 I April 7, 2000 Sheet 5 1 Substituting yields: ' I 1 T >2.3 sec • Thus: z • 1-Z V< 0.053W 1 2.4.2 Design Forces z 0 P<2.5k; V<0.13k co ❑ M< J = Va- (1.3)P (fixity due to width of base plate) ui I < (0.13)(72) - (1.3)(2.5) 2 O 6.3 inch kips u. t 2.4.3 Post - Combined Stresses � W zI zo P M P; ;i;T gam U❑ =1.32 <1.33 O.K. o • 2.4.4 Beam Connections ' 1 v ` u_� I : ' 2.4.4.1 Design Forces — z i U co Mconn< k . 0 H f � 2 .4.4.2 C onnection Capacity Z Standard Connection • 1 t 2 „ • • (tYp) r • / Ma= (1.33)(2.5)(4)= 13.3in k �• / O.K. . 7/16 diam. Rivet - Va = 2.5 kips • 1 i , :.' i 1 `: r " "'r j &uI (r ,, :,.m. ©Ca ri ht by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. 1 T°``9'�?>i`� 1 PY g Y g lY g Y P Y 'L.,' ;"fit�'.�' 1i I I �cr 1 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 t April 7, 2000 Sheet 6 2.5 Transverse Seismic 2.5.1 Base Shear z 2.5.1.1 Machine Loaded i • z Use Code Default Values for CS ,1- z V = 0.183W =0.92k m 2.5.1.2 Hand Stacked L i Use Code Default Values for CS w O . . V= 0.183W =0.61k . �Q 2.5.2 Stability and Anchorage x i z� 2.5.2.1 Machine Loaded t•-- o z1-- 2.5.2.1.1 Overturning Forces ? m D . w Peq D = W ' ' h =108 inches u. . � P =2.8 kips z w h' Note: Bracing shown is schematic - see this section, H w subsection .2 for actual geometry. z �' 1 t If + p EQ 2.5.2.1.2 Anchorage TBolt = Peq - PD +L — 0 • Use min. 3/8" diam. ICBO approved expansion anchors. . Minimum embedment 2" into slab. O.K. Fii; i i'�Ci is . 2°n ` ".i't EPal ,!, 4�j7. . ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. 1. L�' .,,' ` l am i . - .�pl If ri , . . gt /GI , t - -- .,r • . ' PETER S. HIGGINS AND ASSOCIATES • CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 7 . 2.5.2.2 Hand Stack 2.5.2.2.1 Overturning Forces ' a D , = 1= • s - - Vh' • . . ,- Z . P °Q D C Q t ic V Wes . 5 Q =0.69 dc • . L ki F P (in) r (ksi) (k) • 60 123 9.18 3.18 O.K. 4 " '111211,LH V "mo :t'? :. Copyright b Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. by Sl; P :a7j ;> r Z _.-Th i4 - �'". .i,. ,.., ,. >: :,,v ;t., . .... .._ r.: :... ,: c r..:. • ,.., x c.. .. is�a's: r: 31...• r, P.,:,. o; . Pa«'., i.,. ar; i. iA .:Cu>w ?d.riak�.axik`.l::iaSA ;.,•., ,. .. .. ., .,,a . r. x.; . ixv :..,:.lisii,at5lwF.Y.•rra •:Ld1i`S,Xt.•Sfnu.ar"'e .Y,:ikcfdrz fi''iikttJJ$.rif+'1X :d4tCi3i'. . 4 1 } r I . - 1C/ - 0 \ i .., . ,.. \1 4 ' • • i PETER S. HIGGINS AND ASSOCIATES 1 CONSULTING STRUCTURAL ENGINEERS 1 .....6- Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 8 • 3 Wide Span Shelving , • 3.1 Components and Geometry .. z W D 6: . • .• . ,p.- z w :. L 6 D 11 1 / ,,- /— I d d 1 : 2 8 c H , 7 w , I y L u 2t(Ln. O 4 . I . b g 5 1 — a a y i 1._ w i !: IIIII•111111111 Z 1— V Z477 4 7 AW7 A .., t• T i'm 0 4• Z I W = max 96" H=max 168" , 11.1 uj a=6" • D=24.48" D a ' I • b=max 48" 1 y =52" I 0 — cmax = 48" ld=66" 0 I— t d=max 48" 111 ILI 1 Upright Type f- 'm , 0 4: 1-- i Beam Type Basic : t u.1— 0 Basic 3" . t z 4. ■ 1.. id (j) 0 1 • 3.2 Check Beams 4:- Y 1— .,, 0 I z • 3.2.1 Design Forces , 1 L Al ...c ,. Al -- S um' — , (2)(8) 30 I . ' =7.2 inch kips =0.24 in 3.2.2 Beam Properties • 1" 0.75" Standard • ri t ...._ t 0.69" D=3.56 in O.K. 10.50" _ . D S in3 I ' r- i I t=16 g a I = 0.68 in4 ,:---,.....,--,.. ...,.. I . i • . I ‘I ••• - ..t.,-, , y rd 10.50" '01 V,.1 , yrh . l.,i1 4 1.4 12" I 1 .,■ '1 c0.10.1 ■ i 0• , pakik, , vcAtef,VI i tCop by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only x•.•„ q;,' ,' 'to' t ...i.o....-,-.z..z.z._, 1 , rJ t . r - : s . , PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 9 . 3.3 Check Posts (Dead plus Live Loads) 3.3.1 Load to Post z (II of levels)(L) H 2 ~ W =1.8 kips 6 M _t U 3 .3.2 Post Properties (net section) v o w 1 .70" A =0.31 in 1 /r = _II— S =0.20 in b /rX -64 N p ► r =0.75 in riv j S =0.14 in F =15.5 ksi 2 1 I y 0.50 r =0.66 in — u- j Pa -4.8k �, co d M 4.8 = w . NI,� a — a =3.4 k 1-- x ■ , O • 3.4 Longitudinal Seismic 41.1 _. D c0 3.4.1 Base Shear p co Di— Determine Period - Rayleigh Method - UBC Method B. Derivation supplied upon request. W w Units: kips, inches, seconds 1-- _ O Where: iii z 1 �� L a W= Load per level v _ T > _ (2 n a+ 2 n+ 1) L= Spacing between levels 0 H 2300 I 1 = Moment of inertia of z post . n = Number of levels Substituting yields: l : T> 1.9 sec Thus: ' V <0.061W . i 3.4.2 Design Forces P<1.8k V<0.11k - M _: i , M < Vb /2 = (0.11)(48)/2 =2.6 "k s' " ,w;' °,; r ii i'i j7:1'' ' "r1 ;e, -? fit; wi i " . S Y j Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only ' '•', ,w°?�j'T? i . .. ... -.::r„•***""' "- -,..... _.. i, .._,a.:; ... ...: - .ItI :ixYva:,,v w l>..41Ngi..°. ?,.?4+6 o ,../., • PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 10 3.4.3 Post - Combined Stresses P Bbl Z — +— P a Ad a =Z =0.92< 1.33 O.K. J 0 0 O 3.4.4 Beam Connections tit I 3.4.4.1 Design Forces co 0 2 Mconn < 2.6 "k S LL Q 3.4.4.2 Connection Capacity co a "±",_ w Standard Connection ? H Effective throat of hook Z O t Y " = 0.50" X 0.105" = 0.052 in Allowable Shear on Hook = 1.56 kips v O 0 1– M (1.33)(1.56(2) =4.2in k .= W u_ Z O.K. 0 N 3.5 Transverse Seismic 17- -±" z ! 3.5.1 Base Shear Use Code Default Values for CS. Rack capacity based on density. Base shear and stability investigated on governing case. 3.5.1.1 48" Deep Racks V= 0.183W =0.64k 3.5.1.2 24" Deep Racks V = 0.183W =0.32k y(�" y !r "' °9 i ' s �a'�.Y�L.� ETA r,L1 OA: k pf ki Copyright b Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. { � by SS AY� b Y P Y• ['LP 1 -, - . - "\..C-r- - -"%-. „r . Minimum embedment 2.0" into slab. O.K. 3.5.3.1 Brace 3.5.3.1.1 Design Force 1 a " . Pb <0.7k :,;, }q' ?. ``tfi i ,o,,...:4 tit` A „'S ?r 4�,5°`'sr,,, n ' 1 � ' , ( "Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. (, ;,.,. ` YA s' (1‘77;6111',:'' °`" r �. .. .. ...5 ... _n: tl.;. 1: n ..r. ;.. , ... ..- .. ..» .- 4:.e..,c,;:dttim`u+l:ild::l t0ir .(sYJ:. ..+.., .,.. .. , t..... w;.vww. >............. .... ..., w.,,a.rw«n.n- wxra+••. ____ s t . \ • , :- PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS ' Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 12 3.5.3.1.2 Brace Capacity t = 18 ga `net =0.15 in z H 1 .38 rmin = in ,, ,F- z tu Tr Q =1.00 (Fy =36 ksi) v 0.75�CD -J o CO L k1 F P CU 1 (in) r (ksi) (k) U O w 66 227 2.88 0.60 Say O.K. a 4 Gondolas and Hypermaxi z W z � 4.1 Components and Geometry 1— p z 1-- Dh 2 _ } D W c �-► �� . UJ . Front . •_ O : ;:; 1 Hyper Maxi 1.- 1=- ' :!' ' Post Omitted o —, J • , _ -� C/ — .� ,,` , PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 13 . 4.3 Check Hyper Maxi Beams Minimum standard beams fitted 4.3.1 Design Forces a • M L r I✓ S m • ~ W • (2)(8) . mi n — 30 Q? LLLL U U . =2.8 inch kips =0.09 in3 co N w 4.3.2 Beam Properties -' I- 1 " 0.75 w Q i Standard ? • ---- $ u. u. Q 0.69" D=3.56 in S O.K. 0.50" N a D S =0.34 in3 z = t =16 go I =0.66 in 1 — . .f 0.50" W O uj D p 4.4 Check Posts (Dead plus Live Loads) o u) 4.4.1 Gondola Upright v • 1— 1 . -- : a 4.4.1.1 Load to Post � 0 Z iii u) One Side Loaded Both Sides Loaded t.) . P H ; i P <_yWHD P <2yHI ✓D Z =0.24 kips =0.48 kips PD M =0 inch kips NI, < 2 \ =2.4 inch kips S Load from Hyper Maxi Load from Hyper Maxi = 0.3 kips = 0.6 kips Ptot < 0.54 kips Ptot < 1.08 kips S y; „:.r =” in} ps } i.: t2 { ' ti. r , Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only I, ; "� ; 1. i' :MI '!... y •V ' .. .'. .. '. ... .,.. ... .'. .. s4`. r. .. . y ..yr .l .. . r r t J. ., r.i 1: '.i n.f "rA`.i•. ii .F. 1 s tr:< {'. .. :... .. .. . . e .r`.JY: U%w .. CkiJtAr At t f 3 . .. .... .. , . r, Wzir,J.r , ,,.eif+,wL;wl# • ': <nS,:.eJ.S:i.:dzsxdS.i L;,,.=`d .iiL.a..t.atiD.i..,:A:yty;;,,� , I ri , —, - - -- - .. .C/ - - A ,'\ r 1 PETER S. HIGGINS AND ASSOCIATES i CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 14 4.4.1.2 Post Properties 0 1.35" A =0.69 in kl /r < (1.25)(120)/1.11 S =0.67 in =162 zz r =1.11 in , = F- c- �� S =0.32 in F =5.7 ksi j- w' ce r =0.56 in . • P =3.9k D `'' NIXa =20.1— Ilk ti 0 l= A4—=9.6:1 w 0 co w min. 0.16" J H . N 4.4.1.3 Post - Combined Stresses w o ga P M u)? _ _ N PQ + tI�fa � ? F. 0.26<1.00O.K. ZO 4.4.1.4 Base 2 o o U co , 0 — 1.35" °F- w W -4--.... Base Shoe . O • u- ~O�I �i t=l4ga MXa =16.3 k z O SX =0.68 in v N rr i o I- 1 —, z 4.4.2 Hyper Maxi 4.4.2.1 Load to Post P (l4 of levels)(L) 2 =0.3 kips . 4.4.2.2 Post Properties (net section) A ll kae< 1 yi X 11 Y p al .�f }i PY S by Higgins Copying by permission only. ; ' ''; '.: , . Co ri ht b Peter S. Hi ins and Associates. Provided as an instrument of service. Co in b written ermission onl . �,:� i i -, - ,,- _ PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 15 1.70" A =0.30 in H /ry = 141 -.41 ► S =0.19 in r =0.71 in F =7.5 ksi ' ---, in3 0.50 ry =0. i n P =2.2k Oo 1V1 • = 5.7��k . _ N L M a.= 4.5 k 6 0 0 4.5 Seismic co = J H 4.5.1 Base Shear co a. O , V< 0.14W � � 4.5.2 Transverse Forces u. co Gondola With Hyper Maxi H w One Side Loaded Both Sides Loaded • z H P < 0.54 kips P < 1.08 kips z o Vg and < 0.033 kips V and < 0.066 kips D o top < 0.041 kips vtop < 0.082 kips • p D- o I— Vtot < 0.075 kips Vtot < 0.148 kips . . w • z I . I`-V M < Md +1 M < V ondH / - 0 + V on ddH /2 + 'vtopH i.. z + v t =15.0 inch kips v _ =9.9 inch kips P M z _ +- P M Pa Ala — +— Pa Ma = 1.03 <1.33 O.K. =0.63 < 1.33 O.K. 4.5.2.1 Stability One Side Loaded Governs By Inspection i.. : '1 g.l 4J t-' 4 ,t SS�iS. i 'cCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. :, . 'e' f , i s ° tit HI . � a , ,a; ...H....:ti....v ... >•.e«>c . e:. LxiLr aSAl$:'L €: 1 rill T ,— - ,- -._, ,\ • . ,, PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 16 • D Vi �-.� Z V �w • OTM < (VH /2+ Vt = 7_4 inch kips 2 RM Z., TgondD� ± h = 10.1 inch kips . • W d Stable _ No Uplift _ Anchors provide added F.S. . z H • Z Use min. 1/4" diam. ICBO approved expansion anchors. II 111 uj Minimum embedment 2" into slab. O.K. 2 D I 4.5.3 Longitudingal Seismic o I-- • w . 4.5.3.1 Design Forces z v ' 0 M oments on minor axis of post z iii W F- • V t • - " z 1 No- . i l V , -► , , M M H/ 2 1 1 33„ . i / i n APPLIED LOADS DESIGN FORCES V<0.066 kips /post Vt... < 0.082 kips /post VIOL < 0.148 kips /post M1 <33Vt =4.9 inch kips nT �� ` t', H — 33 2 c � � :1[ [ ( ) t' (H -33) r al- 1 0 �y, , �� ; r ? ` . 2 / pond 21'f + fop : r�: �<r ;'- +�^ :n ii r;S js j = 9.2 inch kips r:t Y ' ' t, l ;q `S ,IY c erya CCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. '''q1. ), :',M63 4 :\ PETER S. HIGGINS AND ASSOCIATES . CONSULTING STRUCTURAL ENGINEERS Project: Sears #1156 Job No. 4257 April 7, 2000 Sheet 17 • 4.5.3.2 Post Combined Stresses . P il'[ 4- Z • LLI 1.24<1.33 O.K. • 4.5.3.3 Bending in Spreader 0 0 M <(M1 +M2)/2 =7.1 inch kips (one spreader on each side of post) w = J H 1.00" CO u' uJ O Spreader u_ < 8 t =12 ga M 14.4��k cn a S =0.48 in3 = w • F. • 0.50" H O Z 1— I • j 4.5.3.4 Spreader Connection 0 v p: O H T T =2.1 kips = 0 Ma= (1.33)(2.1)(4.5)= 12.6in k E- f o O.K. Ili 0 I T • t's' 5r, Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. :• P....:, -..; ri. ;: ,.... ... r <..,.:. ,:�at��,i:1tL.Si:.c.urac... aswr.:L.x,:a.tt. - .. „ ww...::c,,:�r,. ��.«.. L::;e: ..�4.. .mr6M F++r +ry +rnW.erACN - .. tC+WF7'41 LaJr..LWi. - ut'. 9AMtrn� 6. • '' SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 STORAGE RACKS STEEL SHELVNG CITY APPROVALS ALASKA NEVADA DRIVE - N RACKS MOVABLE SHELVING STATE_APPRCNALS , y`I, ARIZONA NEW MEXICO CANTILEVER RACKS STORAGE TANKS , PERMR 1 TNG SERVICES e � CALIFORNIA CREGCN MEZZANNES MCCULAR OFFICES n H. . PRCCeeT TESTNG COLORADO PEANNSYLVANA B CONVEYORS GONDOLAS � '' FELD NSPECTCN IDAHO UTAH CAROUSELS BOOKSTACKS r • . . SPECIAL FABRICATKXJ MISSOURI WASHNGTCN re LU �N 2 ,..�. ; ILLE 6 ° ; . BUILDING DNISION U O APPROVED ° r LAN REVIEW APPRO g h ;',• 3, o Imo � W o I LV " OT AUTHO Zc SEISMIC A NALYSIS IZfc `Ji s.2 - CEED NOR OOE ; � ; . :' . > H O STORAGE RA CKS FOR =` °a z 1- OR LOCALAE ALIA8ILI w `::ys;s ;:421: A R S , # 1 1 5 6 x.; 1;; LIE11E GU OESI • • R FR N Y T r � w p 9 QD 1191 HARDING BLVD. 1< o co GLAIR COMPANY, INC R OS EV ILLE CA ,°,� • _ o #00 - 0657 APPROVED BY , : s di U N O = I- .yA • ' •: , Z \\$k > SAL E. FATEEN ,,... •ln ,. i.... )w ? • : : n•: +:/,. »< <- >tv :»<: 04 -14 -2000 ; ; vs4 ; � <. ••'\-(.) L , V S\‘‘.e.,\Q‘kA.s-S7, ‘„ .4N„ ; � `, ; , L C` �` l CI \ ` ff,,ll ", 9 N '' n,— V'S):>7 i l l Iv a . Ott 1 1 '' 'M yp ' r 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX: (909)869 -0981 • ",. : L 1 r . �•' " '.•r�,. .t, ..r.:.:.. } et r;.:: faro•. r•, A:.'. r /in,q'.),..°t:•RihYi':.V i�Si ".ibn'..T "•'�,bCF! . .. .. ... w+ nwr..• M1NWKiM MX 'Y`lltlW.YKr1{i'.A•[t1MN.+ro ' { —,L1 - - �, ;\ ` SEARS #1156 . ' . SEIZMIC PROJECT INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 2 OF 47 MATERIAL HANDLING ENGINEERING M.T. 04-14-2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 TABLE OF CONTENTS z j DESCRIPTION PAGE # .. , i z COVER SHEET 1 Ce TABLE OF CONTENTS 2 o o co 0 SCOPE 2 w= PARAMETERS 3 co w o CONFIGURATIONS 4 - 7 2 COMPONENTS & SPECS. 8- 15 cL. ct LOADS AND DISTRIBUTION 16 r LONGITUDINAL ANALYSIS . . 17 z F- . F- 0 COLUMN 18 Ili 11.1 BEAM 19 = ci N BEAM TO COLUMN 20 o � BRACING 21 1- OVERTURNING 22 . w z BASE PLATE 23 p SLAB & SOIL 24 z . LIGHT DUTY RACK ANALYSIS 39 -47 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, . WITHOUT ANY FIELD WELDING. ,1, idr''rr: 'y�2 ,Y,a� ?�t r� x M " ^ %A ir ,yy .haMsC1c1„ `v •p . fl � mLR � Y! r;.,.. i:; r:;. z, vd'., r.. zu::, x:..., r:.L'...s.. uc..w «.u.r.r »tii::�ci - TMw.r ,.,..,».....,..r,. .,.,- ,,..,.......M,,..... ... ,. .... ,.,..,,.,+,.,,.,..... c.,.,..,.,........,. �..,.. m:., z.• rm+± W+ t9tlw „!!i'T4"fict?tAiBdi#!:.�MkfiSi.+ - ...« -,1 :■ • SEIZMIC PROJECT SEARS #1156 . INC. FOR MERCHANDISING EQUIPMENT r SHEET NO. 3 OF 4:7 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PARAME FERS: STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH z • DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN . i z ANY ADJACENT BAYS. Ce g THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH -J v LONGITUDINAL AND TRANSVERSE DIRECTION. co 0 STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, w H Lu WHILE THE BRACING ACT TRANSVERSELY. N u_ w 7 2 I 1 pa 0 . k ? ~ A 4.4 4 , 4\. ,,,, 1,... f ,_ o Ili uj IR \ -.... 102;„ .„-..., ,,,,,,,,.,..,. \ w Llo z 6 II w� s r '! Z - . '144 ■4, 1% : - - I .1 a o 4 `� 1. COLUMN. TRIBUTARY AREA 2. BEAM. / , -_ --,, :.::, 3. BEAM TO COLUMN. 7 4. BASE PLATE. :, 3� ° . 5. HORIZONTAL BRACING. .a „li 6. DIAGONAL BRACING. ,� 7. BACK TRANSVERSE , CONNECTOR. t: LONGITUDINAL i : - t , vs- 0 TOP VIEW ,4_1'; . ivh1,, ,.,,,,,,„, 1 -ju� ' a „. ...„ .44 "?aW ... a .' .;?Vxz..=7't”. •.v .v . „..;' . w y = . ''''' ..<.,. ,.,, ''' . . . .. ,:u''u' . ,r.r,'''''' !!riyk, '''''''''' e:nxx'. i r , ' -- A Gr- 7 A i SEIZMIC PROJECT SEARS #1156 INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 4 OF 471 , MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX (909)869-0981 CALCULATED BY M.T. DATE 04-1 4-200 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS TYPEA(12'Hx4'Wx2'D) z - 2001b. _ - - I.- W / ii � 3 " _i U 200 lb. 0 0 24" 2 64 J H f 200 lb. CO u O 1 W 144" / g co D = a E- w 90" 70" Z !— I— 0 Z I— LL! 2 D • / U o 1 / - -- - - 0 ' .1 48" — 1 24" -4' w ; �� U- 0 ..z TYPE A (12'H x 8'W x 3'D) . I- 500 lb. 0 )— 1 if 3 #f _ 3.f " 5OO lb. 2 64" 24" / 500 lb. 1 144" / 93" 7 \ `:) ,,'',),?:,;ii ' l 96" — 4 • .i` 3 6 ": I lli kl`. 1�ypt�e; ,�5 \,'...k i l.11 * i 0 :14 tat ,} 4.! 1 �. Y:. .� .. .. - ...w 1�� 'If.Y ..YrL:. t., y.(Y �l�. J{. A.'ar:r Y:. r .. ... Mk+kC4tlt✓pr+;.:vn.ni.u..�... «. .. �... .. .. .. .. .. ,,,, r. i+ APiiynRyrift .tikCfP.a^A ?wF+'+.eaiv. t , . ra' , :\ 1 SEIZMIC PROJECT SEARS #1156 , . • INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 5 OF 4 7 . MATERIAL HANDLING ENGINEERING M.T. 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS TYPE B (12'H x 8'W x 2'D) z 250 lb. _ W f - 3 .J U 00 0 54" N 64" J H Lu f 2501b. 2 U) WO 2 ? . 144" 4 f • g a u) d 250 1b. I- W I 1 70" Z 1... 1- 0 Z I- 4 " • W W f U Q ' y - ��"" - - 0 N •f 96" - 7f 24" - ' . . := W • U L I ~ O Z TYPE B (12'H x 8'W x 3'D) w 0 1= _ / f _ 500 1b . _ _ - z 3 54" \ 64" . f 500 lb. 2 144" �, 4" - 500 lb. 1 T" \ , - 4s" ;' . M i' , % , 4 x z r l 96" k fi 36" --- ' Wit, ' 41. 1 ley ? 1 i ii i cam., e V , - - "A. 4' •,-, i S EIZMIC PROJECT SEARS #1156 INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 6 OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS TYPEB(12'Hx8'Wx4'D) z / _ 900 lb. _ w _ I W 3 6? -1 C.) 54" CO C 64" CO = J 1 900 lb. Q O W 144" 2 / g M 4" LL.a N g 900 1b. W 1 70" Z I 4 W I- iii / U� y - I - - - 0 - -- 96" - k .1'. 48" -'' o ~ :W W , i-0 � TYPE D(12'Hx6'Wx2`D) N � I= _ 80 lb. O 1- J, / - 3 - - - z 54" l 64" . 801b. 2 • 144" / 1" • 80 1b. 1 7r" \ , - -,?, qt , , ,� '41}.1....:.%f .E; . 43 k ", 3;p = # i' c t 1 tErtk= ! . i 1 i - �" . _ `l <1" _ A ..\ SEIZMIC PROJECT SEARS #1156 . INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 7 OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS TYPE G ( 12'H x 8'W x 2'D) z f _ 200 lb. _ — _ ' = Z '1 4 6= 3 U 8 200 lb. p (o w 3 64" CO u. 36 " W O 2 � 144" / 200 lb. _ f g _ 2 u- 35" . W 200Ib. 70 " z H f 1- O 1 Z I— 3 t• 2 ? 7 U p , I_ `II 01— , I` — 96" .1 24" - 7I' w — . . w u. O TYPEG(12'Hx8'Wx3'D) v 1= _ 450 lb. O ~ / ii - 4 -- - - z 3 3 " f , 450 lb. k . 3 64" 0 36" 144" 450 1b. / ' 2 35" f , 450 lb. 70" ,..,1. 1 3 " ' "p}� obi� .s I I r ; . �. 96" d/' -1` 36" � ..,z, , li WOO Noi LZ110 1 qtr. M • r' , ''ir ,,:'tt :. . a. h }.H!?'ti: i•f. + ° 5'eJS;^YNL '7 : Ht`Y: "l•.uS+`e:l .�.. +ni f; �..cJ'4.4 KX tiAti1,:.G'��n4Y;Khi:�Ya?t •iJ.} ., )l• ,. ,. • . +Y.. ti' ✓+b'.>':a. a; aM' N! i1/1 3T' i5'. P..? A1N' i? k:tlM.twbi'OSM4iM x'?`k19'�. LYQ1HI i"e N.kMK.iNtY:Y.Mwr . rv. 4 �,� . -'.s., - . SEIZMIC PROJECT SEARS #1156 INC. FOR MERCHANDISING EQUIPMENT SHEET NO. b OF 4 MATERIAL HANDLING ENGINEERING M.T. 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE • 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS . TYPE G(12'Hx 8'Wx 3'D) • Z j -. 8001b. _ - :.� z 4 w f D u� 33" —1 0 0 N 0 l / 800 lb. w co i w 3 64" J H to 1,., 35" w O M 144" 800 lb. § . / L? .2 .. co a 33" I I— w • = Z F- • 800 lb. 70" I"" O 1 W H w 3 ,t ? Q f . ! 1k-- 96" -- ' .1" 48" - ' • • z TYPE H(12'Hx8'Wx3'D) cw i Li) ' 0 4251b. _ z 4 24" 425 1b. ' 3 ' 24" 425 lb. 64" • • 2 . 144" 4 / . 425 lb. 1 I \ , .: , ----,c- , ‘ , 1-i , z..;‘. , 4 v / if - - - - 0 .4'7.'' . ,I`- -- 96" .4 -i" 3 6" --4' . 1 ,1), t 6,Sj l t 7, k 4,/° . � Y rt. , i ■ rirl e' Gt+ v�W` K` �bx' etr++ tluvra+. w« nrr�.. n�. ,x+v «,r....+rc.,.,..�.,...,.o,. �........ ......+. >..,,a «,..�.........,,...,.....�..., - r i ...:,�.we:.^.nr+ntM°�`•'�R,'� w�''d= 'St"—.�nAa�a , r '-s.. ' ,,,,;,,,,,,,,, , r ”, ,,..„,....„.1„,, r - - r- - ' -s - NN I • .. ' . SEIZMIC PROJECT SEARS # 1 156 . FOR MERCHANDISING EQUIPMENT INC. SHEET NO. to OF 21:7 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS . TYPEK(12'Hx8'Wx4'D) z Z i f 200 lb. _ _ - w 1 8 2 200th. 16" 7 U 0 co 200 1b. . 6 w= 1." 200 lb. 64" N u_ ■ 1 O 5 200 lb. 2 144" g 1 " 4 400 lb. u- 3 - a 21.4" f- _ 400 lb. , Z 1.- 70" 2 Z O 24" Ill 400 lb. w 1 n1 2� - " 0 96" --k If- 48 " -4' w w . LL h" Z . TYPE L (12'H x 8'W x 3'D) 0 _ o'- 225 1b. Z ' f f r 2 24" 3001b. ' / 1 �, 64" • 144" �, 120" 70 " ., ,, tom . , f t J, , ( t k t 96" I`- 3 6" - 4' 1 Nt F 1019 ,,, Y ; -" �.'0t ., f,v. �i. °. . ..t<fwY. 00 s:�k.'�;:i' n .... .e va aq+ nai+ nNrunwr, +,u...n..,«,... -.� .....« .. ,. ..rwefui•R ::t'= 'SJ'"vwww.....M. >,.c.. ,,nn.,.., a ............. .. w.....�:. ...., .,cr.v »•,�sit'Y *h4Y..N:2" sir xNs ...� r r - r . 'l.Gr ■ 1 :\ SEIZMIC PROJECT SEARS #1156 . • . INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 11 OF 47 MATERIAL HANDLING ENGINEERING M.T. 04 -14 -2000 TEL: (909)869-0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS TYPE N(12'Hx 8Wx 4'D) z f 575 lb. _ _ W CL iL UO Q co 800 lb. 64" J F_ 1 W . 144 �Q co D =d 93" 1— W . z= 73" 1.... 1- O zE- 2D f U 0 ON r / e--- 96" - •e- 48" mot' w W g ..z TYPES 1 (12'H x 8'W x 4'D) 0 _ 0 1— f _ 500 th _ _ _ Z 1" 3 500 lb. 2 3" �. 500 lb. 64" 0 1 144" 9E " a 7 \ , , ,2. ■,.....„.L._, !' / - - - , ..1' 96" di" i 48" - ., , ' i f a} d f at ,t p , -4,7,p r ., Cii�. .. ��• - 1 .-. •, ...• 6 i�yia i>: a.•. k•:,: w., �6k 4..,... s.... aLn. a'.: �. v. �. ai fiJ.�:�ir.vx !.t�Ch �l..ab•..•,...,. k....... ...�.w�o.w..'s.. �. .+Ndv4aRei t _____ t 4191N�•— �4PxSpN?�S�A P* . SEIZMIC PROJECT SEARS #1156 INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 12 OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 DATE 161 ATLANTIC STREET • POMONA • CA 91768 TYPE A (12'H x 4'W x 2'D) - 200 Ib. 42# -.....,--0, - - 54# SPECIFICATION 3 . z A 30 4-- - MAIN STEEL . 36000 PSI 200 lb. 33# 1 43# ce j - BASE PLATE STEEL 36000 PSI 24.. 2 64" d U O 200 lb. 26# 33# w 0 - ANCHOR - WEDGE TYPE 3/8 x 2-1/2 MIN. EM ED. / 1 —• _., J 0 11.1 H FLOOR SLAB 4" X 3000 PSI. REINFORCED 144 co w ,- w O } - SOIL BEARING PRESSURE 1000 PSF 2 I— - SEISMICZONE3. 9•,. u_ _ 7 a - TYPE = SINGLE ROW UNITS. = w Z 1 =.. . I- O Z 1- / w 48" 24"4 : o U SECTION AXIAL FORCE MOMENT I u = 48 BEAM MOMENT 01— Ill w 1 450 lb. 4,563 in.Ib. m v 1 2 300 lb. 461 i n.l b. 2,612 i n.I b. <- stdccnn. LL , 0 3 150 lb. 322 i n.l b. 492 i n.I b. <- stdccnn. . z 261 i n.l b. < stdccnn. Cu cn O z TYPE A (1 2'H x 4'W x 2'D) DESIGN LOAD = 200# BASE PLATE COLUMN BEAM V V 3X1- 5 /8X14GA V • 5 X 3.25 X .075 COLUMN STRESS =0.51 3 x 1- 3/4 x 13 ga. . BASE PINNED MAX LOAD /LEVEL = 3,162 I b. BEAM I S O.K. OVERTURNING BRACING SLAB & SOIL .- V HORIZONTAL .J DIAGONAL V V y.54 *�� �` ANCHCR STRESS = 0.64 2 -7/32 x 1 -1/64 x 14 GA 2 -7/32 x 1 -1/64 x 14 GA PUNCT. STRESS = 0.25 1 , i # CF ANCHORS = 1 STRESS = 0.03 STRESS = 0.28 BENDING STRESS =0.12 NOTE: THE ANCHORS USED FOR SECOND FLOOR SYSTEMS ARE IDENTICAL TO THAT ' ^ F '� " f OF THE FIRST LEVEL SYSTEMS. {. .. <.,q m, �1 t a .. ,, :vP , 6r:f2w.r:ih«k•a ,rn rr< , »., .' it r, .. .. ""�.,",un.I 7 _____________ , ■ t1r 7 t --- - . -- �- ft ;` .1 SEIZMIC PROJECT SEARS #1156 . INC. FOR MERCHANDISING EQUIPMENT SHEET NO. VD OF 4/ MATERIAL HANDLING ENGINEERING CALCULATED BY M'T' DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPEA(12'Hx8'Wx3'D) 5001b. 885 #. - - 108; Z SPECIFICATION s „ 3 w l ar -MAIN STEEL 36000 PSI 500 Ib. 67 86 F 6 U 1, 283 i n.I b. <- stdccnn. LLi 3 300 lb. 644 i n.I b. v 822 i n.I b. < stdccnn. _ 1= z , 1 TYPE A (12'H x 8'W x 3'D) DESIGN LOAD = 500# • . BASE PLATE COLUMN BEAM . V ,J 3X1- 5 /8X14GA .J , 5 X 3.25 X.075 COLUMN STRESS =1.02 3 x 1- 3/4 x 13 ga. - BASE PINNED MAX LOAD /LEVEL = 1,581 lb. BEAM I S O.K. OVERTURNING BRACING SLAB & SOIL ,.'r °{. t, 4j HORIZONTAL DIAGONAL , ;1'} . tre A NCHOR STRESS = 0.35 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.38 nt # CF ANCHORS = 1 STRESS = 0.05 STRESS = 0.34 BENDING STRESS =0.24 . ;° i , o z lii t •0 0 c ' F T i+ ; r. -,r. .„, „,.„ t x ,, „,.; o 0. , ? ' "J^3iY :.e « ;pJwG'v'1k.u3i.'1tna.NdII �' i.+4 =^ , '" h ' XN rt . h4io , , . x. ...b. j .., v5. ,ry.'.Jul.3,...0 ,"h ?d, ..+y ua '' k,"dy ,,,, ',,t.tB, +.t ".� 'Ism ,i y} �a t'�...,?P � {flri SEIZMIC PROJECT SEARS #1156 FOR MERCHANDISING EQUIPMENT INC. , 4 SHEET N0. 1 OF 41 MATERIAL HANDLING ENGINEERING CALCULATED 6Y M.T. DATE 04 -14 -2000 r I TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE B (12'H x 8'W x 2'D) 25o " lb. 61# 40,, - 78# z SPECIFICATION w lu= 54" - MAIN STEEL 36000 PSI 03 - BASE PLATE STEEL 36000 PSI 64" N 0 Zso lb. 38# 48ri W C0 U_ - ANCHOR - WEDGE TYPE 3/8 x 2-1/2 MIN. EM ED. f I — . ---1° - FLOOR SLAB 4" X 3000 PSI. REINFORCED 144" 4 O - SOIL BEARING PRESSURE 1000 PSF 2501b. 20# 26# LL, Q - SEISMIC ZONE 3. 1 —No fi 96" : • 7 - r = - TYPE = SINGLE ROW UNITS. ►— _ 4/3" 3 Z� I— O Z F— W J _ w d 24" v O � ��' i SECTION AXIAL FORCE MOMENT BEAM MOMENT = v 1 525 lb. 2,783 in.lb. u 2 3 350 lb. 1,054 in.Ib. 2,168 in.lb. < stdcann. 1,194 i n.I b. < stdccnn. 667 in.lb. < stdconn. BEAM — z i 175 lb. 834 in.lb. F O 1-- z TYPE B (1 2'H x 8'W x 2'D) DESIGN LOAD = 250# 96 BASE PLATE COLUMN V V 3X1- 5/8X14G/� CCIUMN STRESS 5X3.25X.075 3x1 - 314x ga. I BASE P1 NNED MAX LC�+D /LEVEL = 1,581 lb. BEAM I S O.K. I OVERTURNING BRACING SLAB & SOIL rtr :Tr" V HORIZONTAL DIAGONAL ANCHOR STRESS = 0.62 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.27 t,.kt ,,N # CF ANCHORS = 1 STRESS = 0 .03 STRESS = 0.25 BENDING STRESS = 0.14 "" F`.• y, ' . , N'+FJt ��yj1(�e" iyek .,., . note A �r a pt .....,,. ,,,,._.. _...,....�.. ..........r ..... .. ..: ... .. .... ytS ;'.!.4"?3i::a'tlgfiNtr'!:'ht . ..:.•.'S,n .•. ..... , ,..;.•.,.,....., .ur,•. .n:x+: , sf.:`;hin kc.,:rw�.e. t 1 ► �.1 r— _� __r • . ,,, SEIZMIC PROJECT SEARS #1156 • • . . INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 16 OF 4 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 • TYPEB(12'Hx8'Wx3'D) ., 5001b. 105# — — 134: Z SPECIFICATION 3 ~ w - FLOOR SLAB 4" X 3000 PSI. REINFORCED 144" 4 ` W w0 - SOIL BEARING PRESSURE 1000 PSF 2 - SEISMIC ZONE 3. - 500Ib. �5# 04# II 1 7�" N - TYPE = SINGLE ROW UNITS. F._ O 4 _ I- I— / w / _ _ - _ 2 ' fi : :: 36„ -4. , 0 6 " o 1 E - SECI1CN N AXIAL FOECE M CM ENT BEAM MOMENT w w . 1 900 lb. 4,770 i n.l b. 2 600'Ib. 1,807 in.ib. 3,789 in.Ib. <stdccnn. _ O 3 300 lb. 1,430 i n.l b. 2,1 18 i n.I b. < stdconn. w z c o 1,215 i n.I b. < stdccnn. U = O Z TYPE B (12'H x 8'W x 3'D) DESIGN LOAD = 500# . BASE PLATE _ COLUMN BEAM ', if j 3X1 - 5 /8X14GA. V 5X3.25X.075 COLUMN STRESS =0.60 3x 1 -3/4x 13 ga. BASE PINNED MAX LOAD /LEVEL = 1,581 I b. BEAM I S O.K. OVERTURNING ' BRACING SLAB & SOIL ,v�4 V HORIZONTAL . j 1/ � ) 4 DIAGONAL '� ,'41t , � i'' • V Y V � ANCHOR STRESS = 0.21 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.36j "� # � ANCHORS = 1 STRESS = 0.05 STRESS = 0.34 BENDING STRESS =0.22 "r•' `� i � lea' k otasio 1,, '• f 4.4 y,. n l,J: ;a:7u:,.e.,:.,..,..w '....,/v,, ,., ,,.•_xwwC+ .....P. wYc AIM h+.vto VW111104 uT i 4;:IMF Atk '9 4rhiA?h9 t"'"*V: 1. • . • • .. •. I. ♦ ,fir A: /;iSCl?,,,l +wv ^.:a..Hv,, re •(xrU• �`7.;:.sa,P"jrr , /9 •3rrirT 9 (.AA ■ --" 6. ; ) . ' SEIZMIC PROJECT . SEARS #1156 INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 16 OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 04 -14 -2000 ' TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 . TYPEB(12'Hx8'Wx4'D) ; — ' 900 lb. 1': _ _ 223# z SPECIFICATION 3 i z w i — MAIN STEEL 36000 PSI 5 4 2 — BASE PLATE S 36000 PSI 64" U 0 WEDGE 900 Ib. 1 1 O# 139# w — ANCHOR - WGE TYPE 3/8 x 2 -1/ MIN EM ED. / 2 `� — 6 „, J - FLOOR SLAB 4 X 3000 PSI. REINFORCED 144 N 0 - I" / WO - SOIL BEARING PRESSURE 1000 PSF 2 - SEISMIC ZONE 3. 900 !b. 58# 74# u. Q 1 7 „ �d — TYPE = SINGLE ROW UNITS. H = 18" z I - 1- O Z I-- , - - - - . M D I 96" l 48" 0 c Iu= 96" o '- SECTION AXIAL FORCE M CM ENT BEAM MOMENT = w . 1 1 5001b. 7,950 in.lb. F- 2 1 3, 012 i n.l b. 6, 381 i n.l b. < stdccnn. u_ z 3 500 I b. 2, 383 i n.l b. 3, 597 i n.I b. < stdcann. v a) 2,091 i n.I b. < stdccnn. H I O z TYPE B ( 12'H x 8'W x 4'D) DESIGN LOAD = 900# BASE PLATE COLUMN BEAM V V 3X1- 5 /8X14GA V : 5X3.25X.075 COLUMN STRESS =1.03 3x 1 -3/4x 13 ga. BASE PINNED MAX LC►4D /LEVEL = 1,581 lb. BEAM I S O.K. A(� OVERTURNING ' BRACING SLAB & SOIL 1 ~fi ''' 7 HORIZONTAL V DIAGONAL "' ANCHOR STRESS = 0.20 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.52 x # CF ANCHORS = 1 STRESS = 0.10 STRESS = 0.54 BENDING STRESS =0.38 . ' ' s, ' ' it,,A I 't i f :. r,�t:.d�cl.� tea ' a •�t '` ,. "ptterr•f. , }•9.b;i °k:v r.v :RF r4i sLR:.:. 'TS ae _Y r + ✓. .. ,. v...,. ., .. ... ..... ... .. ... .. .. .. .. .,.. . - urii .: fSHi' Y6AtiC ^;t *t?n...:riYY +.M'.rt!am+ri' ex.•.i �mm.,.. , . .. _•......u..�.,..... J . - V.C� - -�- 6. :` SEIZMIC • PROJECT SEARS #1156 , , • INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 17 OF 4:7 MATERIAL HANDLING ENGINEERING M.T. 04-14-2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 . TYPE D (12'H x 6'W x 2'D) 80 Ib 3 1 # 1, _ 40# z SPECIFICATION MAIN STEEL 36000 PSI Fr4" - BASE PLATE STEEL 36000 PSI 64" U O 80 Ib. 19# 25# ° - ANCHOR - WEDGE TYPE 3/8 x 2 -1 /2 MIN. E 2 , —∎ _ ∎ J — FLOOR SLAB 4" X 3000 PSI. REINFORCED 144 co u_ 4 „ / 0 - SOIL BEARING PRESSURE 1000 PSF W 80 lb. 10# 13# = 1 - SEISMIC ZONE 3. . -∎ -0 7�" N d - TYPE = SINGLE ROW UNITS. = W 4 ., H = z� / ZO „.. _, ii., LL, , i _ I If_ 96” 4' 4' 24" ---4' 2 D D CI U 0 SECT1CN AXIAL FORCE MOMENT lU — 96 BEAM MCMENT ° i— w 1 270 Ib. 1,431 in.Ib.. i- v r . 2 180 I b. 542 i n.l b. 1, 067 i n.I b. < stdcrnn. LL 3 90 I b. 429 i n.l b. 5 66 i n.l b. < stdccnn. • . .. z 294 i n.I b. < stdccnn. v co P. 1 0 z k TYPED (12'H x 6'W x 2'D) DESIGN LOAD = 80# BASE PLATE COLUMN BEAM V V 3X1- 5 /8X14GA V 5 X 3.25 X .075 COLUMN STRESS =0.18 3 x 1- 3/4 x 13 ga. BASE PINNED MAX LOAD /LEVEL = 1,581 I b. BEAM I S O.K. OVERTURNING BRACING SLAB & SOIL J ; : - '' ;S V im` . . HORI ZONTAL V DIAGONAL . j . j ; 4p , ANCHOR STRESS = 0.34 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.14 . i # CF ANCHORS = 1 STRESS = 0.01 STRESS = 0.13 BENDING STRESS =0.04 ' 's "y l j A . ,c ,i „. 1 ; MT.. 'P ,t' , P, - i ,, }. c:u„.;. +;.....:vr,..:a. <:'i •. ,, (.•..: ,..;; r .... - >_, ,,, .... ._ ...._... -_., ,. _.. ......... .. ....,, ..-F. n wrs. < PL' 1 r _,[ , - - r • - f SEIZMIC PROJECT SEARS #1156 INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 1 OF 47 MATERIAL HANDLING ENGINEERING M.T. 04-14-2000 ' TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE. 161 ATLANTIC STREET • POMONA • CA 91768 TYPE G ( 12'H x 8'W x 2'D) - 200 lb. 5 _� 5# , - - 7_ 0# z SPECIFICATION 4 S , 1 I 3r"' H W - MAIN STEEL 36000 PSI � 200 lb. 4 rr 2# J V - BASE PLATE STEEL 36000 PSI 3 64 U p co « I ANCHOR - WEDGE TYPE 3/ 8 x 2-1/2 MIN. EM EC 36" w H FLOOR SLAB 4" X 3000 PSI. REINFORCED 144" 200 lb. _2 ` 35# 0 O - SOIL BEARING PRESSURE 1000 PSF 2 r, 2 ` - SEISMIC ZONE 3. 36 I Q 2 lb. 13# 7) rr 17# cn d - TYPE = SINGLE ROW UNITS. 1 w 36 Z ~ , j - w F- / ' - - - - w J 1 96" -- )k • 24 " D , U lu= 96" o F- SECTION AXIAL FORCE MCMENT . BEAM MOMENT w w • U 1 600 I b. 2,351 i n.l b. 1,935 in.! b. < stdconn. u S2 2 450 I b. 1,120 i n.{ b. 1,19 6 i n.l b. <- stdconn. z 3 300 I b. 871 i n.l b. ti.i 884 i nib. <- stdconn. c.) 4 150 I b. 498 i n.l b. 449 i n.l b. <- stdcann. 0 z TYPE G ( 1 2'H x 8'W x 2'D) DESIGN LOAD = 200# . ' BASE PLATE COLUMN BEAM ' ' V • V 3X1- 5 /8X14GA V . 5 X 3.25 X .075 COLUMN STRESS =0.32 3 x 1- 3/4 x 13 ga. - BASE PINNED MAX LG' D /LE1/EL = 1,581 I b. BEAM I S O.K. OVERTURNING BRACING SLAB & SOIL `` ° g .;fi V HORIZONTAL . j DIAGONAL V V I C-0-1-ii ° -1-ii ANCHOR STRESS = 0.68 2 -7/32 X 1-1/64 X 14 GA 2 -7/32 X 1-1/64 X 14 GA PUNCT. STRESS = 0.31 # CF ANCHORS = 1 STRESS = 0.03 STRESS = 0.28 BENDING STRESS =0.17 k w,,'' n , i . 4 1 Y 0.4,'. 4:0 r p ,1'x$ir } ; f r c ,_ a ... 1 „x .:U i. ., »ry+lSA S u cr: _jW • : av± cs. a •urnvv;.rwrf.rr...v „ >r•... -n.. y»An.w,r...,....,,........ ... .. ... ., ss.«.:«. _ ..:\ SEIZMIC PROJECT SEARS #1156 • • • - ' INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 161 OF 4 • e: w:.';} isi. ,G $ uiw� .t :Y+ :J YwA:l+itlr'ls.u. , +. n(•:..,.:. 4: : iJ: 15; J1 : ):.S.S:: ' 1:3%:a.1.J.1i.Jk"wti.� ' A.'$f�bSYM'/Pk�yY �'! C� "NNj1%C,1YA47 'X'.iS�!`��tt�✓�'•'n'AYPW1�17GAC 1 ., . * - �' •' �•'� —tea,, , ,•-- "- . - I.r . .: s.. . '\ SEIZMIC PROJECT SEARS #1156 INC. FOR MERCHANDISING EQUIPMENT SHEET NO. OF 47 MATERIAL HANDLING ENGINEERING M.T. 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869-0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 • TYPE G (12'H x 8'W x 3'D) Boo lb. 165 � _ 210 , z SPECIFICATION 4 z 1 36" I_ Z - MAIN STEEL 36000 PSI ANCHOR STRESS = 0.24 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.62 " n ' • # CF ANCHORS = 1 STRESS = 0.12 STRESS = 0.64 BENDING STRESS =0.48 Fi L. �.1t3:,z G1~# ti ., ��II i : j j t,r4; 1.- x3; yt! T ' 1:.µ.i? , 5 v .Ay..Ri. aN 1 ., .. .....„.,„ k , . • SEIZMIC PROJECT SEARS #1156 , INC. FOR MERCHANDISING EQUIPMENT SHEET NO. ; - t OF 41 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 S TYPE H (12'H x 8'W x 3'D) 425 th. 85# 8# • z SPECIFICATION z4.' 4 t:. z 425 Ib. 71 # 971002# � - MAIN STEEL 36000 PSI 3 ---�► -- U - BASE PLATE STEEL 36000 PSI '� U O 24 „ 425 lb. 56. 64 • p - ANCHOR - WEDGE TYPE 3/8 x 2-1/2 MIN. EM ED. 2 - FLOOR SLAB 4" X 3000 PSI. REINFORCED 144" W 4 „ �, SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. 425th. �8# # 1 7 „ � = d - TYPE = SINGLE ROW UNITS. F- _ L a 0 43 " - Z �. - Z O0 W • W r t , 9 6" -- mot' ,L 3 6't - r • p aN to L]F_- SECT1CN AXIAL FORCE MOMENT I U — 9,162,f5 6 BEAM MOMENT = = W 1 1,050 Ib. 5,565 in.lb. u ~ f' 4 489 i n.l b. <- stdccnn. — 0 2 788 lb. 2,562 in.lb. z 3 525 I b. 939 i n.l b. 2,176 i n.l b. < stdcann. v U 4 2621b. 512 in.lb. 1,151 i n.l b. < std corn. 681 i n.I b. < stdccnn. O �" z TYPE H (12'H x 8'W x 3'D) DESIGN LOAD = 425# BASE PLATE COLUMN BEAM V 3X1- 5 /8X14GA STRESS =0.72 5 X3.25 X.075 CCIUMN 3 x 1- 3/4 x 13 ga. BASE PINNED MAX LO14D /LEVEL = 1, 581 I b. BEAM I S O.K. yS:• u iir OVERTURNING BRACING SLAB & SOIL HORIZONTAL J DIAGONAL ANCHOR STRESS = 0.32 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.43 +"s # CF ANCHORS = 1 STRESS = 0.06 STRESS = 0.39 BENDING STRESS =0.29 jx I 'NV 41P N 4 i ,rr • 's. �� =� r, ,� r..' �r; .: 'r,,:v' . ;. } 4Y ,i, }7C &' , : ,�.• .�Rr. ..ft ,» k r y -g ), mid, \VW ,,,V0 4 . 4 . �, . r a r .lel ,r'r'A�� LI,y'{ift ? d . : it , , f t.AMier' : �� "I w » «,eq a e1 rrwx. .nt:"('n�: ,i'.>ti'�' " -SG! - -._ , _ , �, .` SEIZMIC PROJECT SEARS #1156 INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 42 OF 47 M ATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE H (12'H x 8'W x 4'D) , _ 700 th. 130# - 164# z SPECIFICATION 24" 4 ~ z • 700 lb. 108# 1 137# w - MAIN STEEL 36000 PSI 3 —• ce - BASE PLATE STEEL 36000 PSI 24" 64" —I Q 700 lb. 86# 109# - ANCHOR - WEDGE TYPE 3/8 x 2-1/2 MIN. EM ED. 2 w w _if- - FLOOR SLAB 4" X 3000 PSI. REINFORCED 144" 4 / o w - SOIL BEARING PRESSURE 1000 PSF 2 700 lb. 43## 54# i Q - SEISMIC ZONE 3. 1 7 " W d - TYPE = SINGLE ROW UNITS. W 4 „ ZI , — F-- / WO W 96 " 48" v� SECTION AXIAL FORCE MOMENT I — 96" BEAM MOMENT 0 i o � . W ' 1 1,600 lb. 8,480 i n.I b. E- — 6, 892 i n.I b. < stdconn. u.. 2 1,200 Ib. 3,904 in.lb. — 0 3 800 I b. 1, 431 i n.l b. 3, 368 i n.I b. < stdconn. iii z 1 806 i n.I b. <- stdconn. o co 4 400 I b. 781 i n.l b. 1,090 i n.I b. < stdccnn. o H z TYPE H (1 2'H x 8'W x 4'D) DESIGN LOAD = 700# ' BASE PLATE COLUMN BEAM ' V -J 3X1- 5 /8X14GA. j 5X3.25 COLUMN STRESS =1.11 3x 1 - 3/4x 13 ga. . BASE PINNED MAX LOSWD /LEVEL = 1,581 I b. I BEAM I S O.K. OVERTURNING ' BRACING SLAB & SOIL AI �/ HORIZONTAL .J DIAGONAL . j V : »r' w� 3 i ANCHOR STRESS = 0.21 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.57 ;,� # CF ANCHORS = 1 STRESS = 0.11 STRESS = 0.57 BENDING STRESS =0.43 t . 'Al ; i ) 0 11 „ ,, it`02: (40A-30 , i 1410 R ; ... _..,.... , .,u .,x,ri - . :■ SEIZMIC PROJECT SEARS #1156 , • • • INC. FOR MERCHANDISING EQUIPMENT SHEET NO. .;1-3 OF 41 MATERIAL HANDLING ENGINEERING M .T. 04 -1 4 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 TYPEI(12'Hx8'Wx4'D) . sao lb. 124# - - 1 + 57_, z SPECIFICATION 3 � , 5 - .- MAIN STEEL 36000 PSI 500 lb. 98 24# 6 = - BASE PLATE STEEL 36000 PSI 30 " 4 64" N 0 72# 91 # _ � - ANCHOR - WEDGE TYPE 3/8 x 2-1/2 MIN. EM ED. 500 lb. N w --DP 1- - FLOOR SLAB 4" X 3000 PSI. REINFORCED 144" 3 co O w - SOIL BEARING PRESSURE 1000 PSF 46" 2 - SEISMIC ZONE 3. LI 500 lb. 32# „ 41 # w d - TYPE = SINGLE ROW UNITS. 1 2 w 500 lb. : 7# 21# Z H 2 „ 1 ZI- SECTION AXIAL FORCE MOMENT I u = 96 BEAM MOMENT • w w 1 1,500 lb. 3,1 1 1 i n.l b. O 2 1,200 lb. 1,478 i n.1 b. 2,794 i n.I b. < stdconn. — 3 900 I b. 3, 399 i n.I b. 2, 938 i n.l b. < stdconn. I ii 3,035 i n.l b..< stdccnn. c� - 4 600 I b. 1,672 i n.l b. 1, 803 i n.I b. < stdconn. 5 300 I b. 933 i n.l b. 967 i n.I b. < stdccnn. • z TYPE I ( 12'H x 8'W x 4'D) DESIGN LOAD = 500# 0 BASE PLATE COLUMN BEAM ~ V - s,/ 3X1- 5/8X14GA. V 1 5X3.25X.075 COLUMN STRESS =0.53 3x 1 -3/4x 13 BASE PINNED MAX LOAD /LEVEL = 1,581 I b. BEAM I S O.K. OVERTURNING BRACING SLAB & SOIL V HORIZONTAL V DIAGONAL V V A Xi. f _ v.?; ANCHOR STRESS = 0.20 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.51 p�. # CF ANCHORS = 1 STRESS = 0.10 STRESS = 0.54 BENDING STRESS =0.37 . 7 : - "i • 3 .w } . r .. . 1�` 3 ;M$ M L t ififsg 5 J ,i , ..,„•, . i... s. t K , .: r, . ., t „..„;dut`,,,,.„. ft' j' +4,... • , r.. Ai' L41. ` r04.ke 4 'T w. /4/ ”. y ''''/I ,' ,' Y . ere...,..'.' +a.'* a'ar. a1.fm+d {/P',1 2?c4f 901'S.'"i1er.iAXyn$ sd!yef 4 ■ ( - Z..., . SEIZMIC PROJECT SEARS #1156 . . FOR MERCHANDISING EQUIPMENT INC. � SHEET NO. . .a.4 OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE K (12'H x 8'W x 4'D) 200 lb. 63 #, _ 80# z Q SPECIFICATION 16" � s" 8 2001b. 56# 7_1#. w ce - MAIN STEEL 36000 PSI 1 '" ? 200 I 49# _� U BASE PLATE STEEL 36000 PSI 16 „ 6 2001b. 42# 64 53# N o - ANCHOR - WEDGE TYPE 3/8 x 2-1/2 MIN. EM EC 11 5 W ��,,___ 2001b. 35# 44# - FLOOR SLAB 4” X 3000 PSI. REINFORCED 144" .„ - -� co u_ 1 4 400 lb. 50# ...so -- 6 3 # w O - SOIL BEARING PRESSURE 1000 PSF '� 3 "'0 2 - SEISMIC ZONE 3. . 24 400 lb. 32# 4 1 # N a TYPE = SINGLE ROW UNITS. 24 „ 2 1- _ • 400 lb. 1 4# 8# ~ O 2 2p" , z, z t— W W / J� 96" 48" f U o . - 'I' o- Iu= 96" OF- SECT1 CN AXIAL FORCE MOMENT BEAM M CM ENT .ui w U 1 1,500Ib. 3,111 in.lb. u_~ 2, 948 i n.I b. <- stdccnn. O 2 1,250 lb. 1,985 in.lb. 3 1, 000 I b. 1,790 i n.l b. 2,288 i n.I b. < stdccnn. v z z 4 750 I b. 745 i n.I b. 1, 667 i n.l b. < stdccnn. _ 5 600 I b. 851 i n.l b. 998 i n.I b. < stdconn. 0 /-- 6 450 I b. 681 i n.l b. 966 i n.I b. < stdccnn. z 781 i n.l b. 7 300 I b. 482 i n.l b. < stdconn. 8 150 1 b. 255 i n.l b. 569 i n.l b. <- stdconn. 3 2 8 1 1 b . < stdccnn. 4 TYPE K (12'H x 8'W x 4'D) DESIGN LOAD = VARIES BASE PLATE COLUMN BEAM . .J V 3X1- 5 /8X14GA V 5 X 3.25 X.075 COLUMN STRESS =0.53 3 x 1- 3/4 x 13 ga. BASE PINNED MAX LQAD /LEVEL = 1,581 I b. BEAM I S O.K. ; rW OVERTURNING BRACING SLAB & SOIL �;: V HORIZONTAL V DIAGONAL V -V , , >t, . , ANCHOR STRESS = 0.20 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.50 ; 7r # CF ANCHORS = 1 STRESS = 0.10 STRESS = 0.54 BENDING STRESS =0.35.� NOTE: THE ACTUAL CONFIGURATION IS 11 LEVELS W/ THE FIRST LEVEL @ 4" AND . SUBESEQUENT LEVELS @ 12" WITH A LOAD OF 200 # /LVL. ;a,,; oink . 15; }% 'T w _-- ..l.. S ( f1FYl 7t Yi' tWt: LY +.vM'.t*_..WY✓.,Mbw.tA^N'th.$ *fr:..r_. n..,..u..rn.e: :: r.•r.'r... . i..:r........ ........: a........... .. .. .. .. .. .. .. A 1 :■,' . SEIZMIC PROJECT SEARS #1156 . . FOR MERCHANDISING EQUIPMENT INC. SHEET NO. ` OF 4 7 • MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE_L_112'H_x_8'W_x_3'D) 2 225 lb. 4 1� _ 52# f Z SPECIFICATION 2a Ir- w 300 lb. 42 s t ce 2 - MAIN STEEL 36000 PSI / • ----� ...—• 1 —I U - BASE PLATE STEEL 36000 PSI 64" U p - ANCHOR - WEDGE TYPE 3/8 x 2-1/2 MIN. EM ED. W I - FLOOR SLAB 4" X 3000 PSI. REINFORCED 144" W O - SOIL BEARING PRESSURE 1000 PSF 120" IFt - SEISMIC ZONE 3. N 7 " \ - TYPE = SINGLE ROW UNITS. ± _ Z1— ZO • W O• ( lu= 96" 0H SECTION AXIAL FORCE MOMENT BEAM M CM ENT = v • 1 3621b. 4,929 in.Ib. u 2 1621b. 247 i n.1 b. 2,888 in.! b. <- stdccnn. • z 349 i n.1 b. < stdconn. g _ .0 — N O . z TYPE L (12'H x 8'W x 3'D) DESIGN LOAD = VARIES BASE PLATE COLUMN BEAM • ✓ V 3X1- 5 /8X14GA V . 5X3.25X.075 COLUMN STRESS =0.55 3x1 - 3/4x13 ga. . BASE PINNED MAX LQAD /LEVEL = 1,581 1 b. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL •'jai: °:. , ✓ HORIZONTAL DIAGONAL V V 4,,i'. . } 3 ANCHOR STRESS = 0.22 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.16 . +' • % x # CE ANCHORS= 1 STRESS = 0.02 STRESS= 0.14 BENDING STRESS =0.05 i4 �'" g NOTE: THE HANGRODS ARE NOT MOMENT RESISTING ELEMENTS, THEREFORE THEIR _ 14 - LOAD IS DISTRIBUTED TO TH CLOSEST MOMENT RESISTING ELEMENT, 75# TO THE! +�,��ytty`r 1 st LVL & 75# TO THE GROUND. I 4:A , s ' ;r .,r,a,. r,.r t .•a .... .... ... r ,. a .1., :...no C. r A '.:..s ,Yi ■ • •••,k .u7:, ii••all, ', s M1'•f' 2W4' k .. ,. .., 4• .. .4 t •W. ''''%4''':l1:1 . .. ( Yw v^vry: r: ^r;l+,�an 'at *{x';Y It r ^Fb+awr}hl +:kxY.iArAY 'kr, }:)"rt 1 _. . - r - i SEIZMIC PROJECT SEARS # 1156 INC. FOR MERCHANDISING EQUIPMENT SHEET NO. OF OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY DATE DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE S1 (12'H x 8'W x 4'D) _ 500 Ib. 81 # 102# --, - - —_ SPECIFICATION 1 3 soo lb. 72# 9� . _ I- 1-z - MAIN STEEL 36000 PSI 2 ce 2 3 S00 Ib. 54# 68# 0 0 - BASE PLATE STEEL 36000 PSI 64" v - ANCHOR - WEDGE TYPE 3/8 x 2-1/2 MIN. EM ED. 1 —� —� W w - FLOOR SLAB 4" X 3000 PSI. REINFORCED 144" ` _I j_ - SOIL BEARING PRESSURE 1000 PSF w O ■ - SEISMIC ZONE 3. 96" 7 I - TYPE = SINGLE ROW UNITS. = z z I- j ' fi 96 " —4 fi 48 " 4 w w D o Iu= 96" o - SECTION AXIAL FORCE MCMENT BEAM MCMENT • o i— w 1 900 lb. ?;{:: H 0 5, 987 i n.I b. < stdconn. LL o Ib 3 300 lb. 325 in.lb. 1,276 in.. < stdccnn. — z 662 i n.I b. < stdccnn. v w — _ 0 z TYPE S1 (12'H x 8'W x 4'D) DESIGN LOAD = 500# • BASE PLATE COLUMN BEAM V V 3X1- 5 /8X14GA V . 5X3.25X.075 COLUMN STRESS =1.08 3x 1- 3/4 x 13ga. BASE PINNED MAX LOAD/LEVEL = 1,581 lb. BEAM I S O.K. OVERTURNING BRACING SLAB & SOIL Nr - , V HORIZONTAL J DIAGONAL ` � ' } ANCHOR STRESS = 0.1 2 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.34 r. . } # CF ANCHORS = 1 STRESS = 0.06 STRESS = 0.32 BENDING STRESS =0.19 “p F .__ .. .. — — - .- - r r - • , •.. .. SEIZMIC PROJECT SEARS #1156 , INC. FOR MERCHANDISING EQUIPMENT SHEET NO. ._' OF 41 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 04 -14 -2000 ' TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPEN(12'Hx8'Wx4'D) . 575 lb. 96# 121# ---I• - - --. z SPECIFICATION 2 - z - MAIN STEEL 36000 PSI 4 " ' ' — BASE PLATE STEEL 36000 PSI 6 4" ° 0 800 lb. 85# 1 0� # - ANCHOR — WEDGE TYPE 3/8 x 2 -1/2 MIN. EM ED. 1 w - FLOOR SLAB 4" X 3000 PSI. REINFORCED 144" , N u. O - SOIL BEARING PRESSURE 1000 PSF 2 - SEISMIC ZONE 3. 96 u. < 70" CO n = d - TYPE = SINGLE ROW UNITS. I- W Z = 1-- 1- O A W 1- '.I— 96" —. mot• fi 48" --71 v ° l u= 96" O SECI1CN AXIAL FORCE MOMENT BEAM MCMENT ' ° i.- w 1 788 lb. 8,529 i n.l b. ~ 5, 641 i n.I b. < stdconn. u. F- 2 338 lb. 1,153 i n.! b. 1,151 i n.I b. < stdccnn. ui U z - N ' 0 1- . z 1 TYPE N ( 1 2'H x 8'W x 4'D) DESI GN LOAD = VARIES • BASE PLATE COLUMN BEAM .J V 3X1- 5 /8X14GA j 5 X 3.25 X.075 COLUMN STRESS =0.95 3 x 1- 3/4 x 13 ga. . BASE PINNED MAX LOAD /LEVEL = 1,581 l b. BEAM I S O.K. OVERTURNING BRACING SLAB & SOIL Fail HORIZONTAL DIAGONAL x .., ANCHOR STRESS = 0.10 2 -7/32 X 1 -1/64 X 14 GA 2 -7/32 X 1 -1/64 X 14 GA PUNCT. STRESS = 0.29 # CF ANCHORS = 1 STRESS = 0.05 STRESS = 0.28 BENDING STRESS = 0.15! ,:� ra 4 As:. NOTE: THE HANGRODS ARE NOT MOMENT RESISTING ELEMENT, THEREFORE THEIR ? , " LOAD IS DISTRIBUTED TO THE CLOSEST MOMENT RESISTING ELEMENT. 150# TO THE '. " . lat 1st LVL & 150# TO THE GROUND. alli ` u � �� a • ' G'� s M r Ytti S S i„+�t.C'Y �'v �. tJ:�':: ...♦ - `5• LY'Yf !. :� "'•,t{(ra „:T .Yey <!u \;.waL+.tl r.�:�?d� ' . r,! wtik{ Ti ''"N�P.4r.tri�t,t:;�i..•�r +�.v. {..wrh.,.ry va r. ..�. ., w .w•<aM.+plw. d:: +'uA✓/yMc.Y '!.4f61VR: 1 • SEIZMIC PROJECT SEARS #1156 INC. • FOR MERCHANDISING EQUIPMENT SHEET N0. ` f..) OF 41 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 LOADS & DISTRIBUTION :TYPE A (1 2'H x 4W x 2'D) LIVE LOAD PER SHELF = W11= 200 lb z (BASED ON CLIENT SUPPLIED DATA) . I w DEAD LOAD PER SHELF = WdI = 100 lb . re ,J U 0 TOTAL LOAD PER FRAME = 900 lb f 200 lb. 42# co w I 3 -JI- SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC s 200 lb. 33# w o WHERE 2 q : 24" V = ((2.5 x Ca x I) / R) x Wtotal 200 lb. u a Wtotal = (WII + Wdl) x n 1 w n = # of shelves 144" . - z o f- C zi- iii 90" n o I U O N L] '-- Seismic Zone = 4 I= 1 = w F- i tL 0 Ca = 0.44 Soil Coef. = Sd r 4 48" - L" N . . R(Iong) = 5.6 Na = 1.0 1u = 48 c 1 R(trans) = 4.4 z 54# LONGITUDIAL DIRECTION Vlong = (2.5 x 0.44 x 1)/(5.6) x W) / 1.4 1 43# = 126 lb w/ working stress reduction g 64" 33# . --. 0. Fi = VWhi / IWh TRANSVERSE DIRECTION J f 'r Vtrans = (2.5 x 0.44 x 1)/(4.4) x W / 1.4 C `1 in '" il� h = 161 lb w/ working stress reduction 9 "iNitii Fi = VWhi / EWh ,if-- 24 11 4 viik le ;ria.. z o m 1 d . .� ... ... . y -. ..�. .. - , . .. ar .. Yhe ' SEIZMIC PROJECT SEARS #1156 . • . . - • INC. FOR MERCHANDISING EQUIPMENT SHEET NO. '° OF 41 MATERIAL HANDLING ENGINEERING BY M.T. DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 LONGITUDINAL ANALYSIS :TYPE A (1 2'H x 4'W x 2'D) THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE z COLUMNS ASSUMED AT MID- HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE , 1 ~ THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR w CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT 6 = CARRY MOMENT). v v 0 Vlong = 2 * Vcol = 104 lb. F, CO i Vcol = 52 lb. I (f) o w F 1 = 13 lb. 24 in. • Co con . 2 F2= 17 lb. FI _ �" a I" F 3 = 21 lb. = 90 i n. h= 88 i n . CoI. to slab. z I ... 0 z ° ■ 2W . 0 w BASE ASSUMED PINNED. °° I w Mbase = 0 in.Ib. ° u z i • M r +Mlower = Mconn'R' + Mconn'L' �v Mupper • � _ upper Mconn z.- --- ° I—. Mconn'R' = Mconn'L' I z Mconn * 2 = Mupper + Mlower L Mconn = [Mupper + Mlower] /2 �! Iowa . ' .'\'.\ . .J, - "`°n' It' . RESULTING FORCES ON COLUMN Iti SECTION AXIAL LOAD MOMENT Mconn iii Mb 0 1 450 4562 a SLAB ' 2612 „ 2 300 461 491 :.,: ;; . 3 150 321 a , . F,' k� `.iC 'vca4 r. ,4 w S7t h l' ' \. M. ..(�'l '+ ..'^ .e'' .;. + "lr,.'i ,.,, , .,.. .t .1 `.: r.;^.` A a+ t `` i; Nnel..:: S1M {:fr:dckP..7a1.i11i.P,.nxk.6. '1.S..rt .5+, 3I..A.aq•S+',jjS?#j' {. u 1}NN..'7.M. ....« , s., . , ,. w.,.:af..x 'it)5. i ..`:E' >'sr'.+w;; YI'D �. , kr ."�fa ty:t7ej i l ". \ SEIZMIC SEARS # 1156 PROJECT INC: FOR MERCHANDISING EQUIPMENT SHEET NO. bi) OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 04-14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 COLUMN ANALYSIS :TYPE A (12'H x 4'W x 2'D) COLUMN IS ANALYZED PER AISI COLD- FORMED STEEL DESIGN MANUAL. H . r- w it 2 D 1 UO • Pmax = 450 ib. Mmax = 4,563 in.lb. r W Kxlx /rx = 1.2 * 89 / 1.247 = 85.6 w o Kyly /ry = .8 * 70 / .631 = 88.7 <- GOVERNS A u. < Cc = (2n ^2E /Fy) ^.5 ` ^T�, _ HW = 126.1 zx SINCE KI /r <= Cc, • B w� Fa = .522Fy [(kl/r *Fy)/14941 ^2 2 o = 14,219 psi. . C °cal- f a = Pmax /Area _ v • = 976 psi. 1 o fb• = Mmax /Sx SECTION PROPERTIES . El u = 9,546 psi. A= 3" B = 1.625" o I fa /Fa = 0.07 < =.15 C = .75" D = 0" z E =0" Wt =O# fa /Fa +fb /Fb <= 1.33 tl = .0747" t2 = 0" Area = .461 "^2 Fb = .6 *Fy = 21,600 psi. Ix = .717 "A4 Iy = .184 "A4 t. Sx = .478 "A3 Sy= .214 "A3 fb /Fb = 0.44 rx = 1.247 "A2 ry = .631"A2 COMBINED STRESS = 0.51 _ _ 1 / - 24" 64" + ' 8 " 70" ,. Hi t i y!, i 11. 4 " ,c, , ,, , i �. 7 Fmnt V icw Sidc �'IC0. , :i l iroAl L a i J '. .. , 3 • L 'aR'if �� ..' y , W ... ........ «....,,..v...r..nwr....w ..h• n.rv.+.• x s..:..:1Y"+y'.:fX %GS"�f.E'� . , .. (Q{.q IFlilR: ' y...� • . SEIZMIC PROJECT SEARS #1156 , - INC. FOR MERCHANDISING EQUIPMENT SHEET NO. Di OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 04 -14 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM ANALYSIS :TYPE A (12'H x 4'W x 2'D) BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, z ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING , _'- THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE 'tea' w D PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR • . 2,000 in.Ib. WHICH EVER IS SMALLER) WILL BE ADDED. 00 co 0 to 111 Ill Iact = 48.0 in. 1.75" co u_ w o Imax = [1950 + 1200(M1 /M2)]b /Fy in -- J SINCE M1 /M2 = 1.0 ` r___i '( N a Imax = 3150 *b /Fy = 153 in. I i w SINCE 'max > tact Fb = .60Fy = 21,600 psi: 6--� z o I MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 3" w w 1) BENDING CAPACITY v t = .0897 i n. o M = Sx* Fb = w2/8 = 10670in.lb. CAPACITY = 2(8 *M /I) = 3161 lb. Sx = 0.494 in. ^3 w Z 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). Ix =0.767 i n.^4 N o A = 5wIA4/384E1 Z CAPACITY = 2[(384E1)/(5* 180 *1 ^2)] = 83801b. MAXIMUM STATIC LOAD PER LEVEL IS 3,162 lb. ti ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. M stab c=wl^2/8=LIVE.L&D*L/(2*8) M al I cw( stati c) =Sx* Fb Mimpact= 1.125 *Mstatic Mal I cw( sei smi c) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) - . LEVEL Mstatic Mimpact Mallow Mseismic Mallow RESULT 1.125 Mstatic (static) (seismic) 1 599 674 ' 10670 2612 14227 GOOD* : 'i 2 599 674 10670 491 14227 GOOD ,,,,w,. 3 599 674 10670 260 14227 GOOD F �q . r fR'k�P•.K' h �•., rH , s ' 4 AmitIti .'a. y t. k f� �, r fiovm Eviza ..,.. . •7•. ' ! . . ; r ,:. ,s .:t. M 4 ,: ri;Y,t}.R., a:ctir3f:i•k taws a:.± ,r,:a :, cc. t Ss:wwa:.µx:.i7ir cA. cwt .ArK.Yxr+sXr,1 Y„: *.rs ... -.., . ,' .: r, wxb,.' .t.. . r . «ti`A ;dV h ti L# }'k/}•t f?' '04 0INFYP <$. 1 - r . _ k t — �, o. .\ 1 • SEIZMIC PROJECT SEARS #1156 FOR MERCHANDISING EQUIPMENT INC. SHEET NO. 32 OF 47 . MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 4/17/00 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 BEAM TO COLUMN CONNECTION z TAB LENGTH = 1.1250 IN . ' z � TAB thickness = 0.1250 IN re w Fy = 50,000 PSI 6 m Fu = 65,000 PSI 0 0 l �_ _ v 0 W SHEAR CAPACITY OF TAB � 875 7 ' % '• w H i . 1.125 ' I N LL AREA OF TABS = 1.125 IN x 0.125 IN ''� �' i w O = 0.141 INA2 .75 / Fv = 0.4 *Fy \ _/ I U- = 0.4 x 50000 PSI ��� < i� ! = d . = 20,000 PSI /- �,� F . _ Pmax = Fv x Area 2 " 3 " z 1- / = 20000 PSI x 0.1406 INA2 �`. j ( �-- O % 3/4" %7 z 1- = 2,813 LB i: 8751 ti %% /.. �� W I BEARING CAPACITY OF TABS: �' i 5 �� �`? 2 D COLUMN thickness = 0.0747 IN � 1. l -JJ :I // ;�� , . `� : f 0 cn BEARING Length = 0.7500 IN —; ,75 ; o i•-• Abearing = 0.75 IN x 0.0747 IN /� ��- ' v = 0.056 INA2 1 ' • u. 0 Pmax = Abearing x Fu ' = 0.056 INA2 x 65000 PSI U N 3,642 LB • = . H • O CAPACITY OF BRACKET: Z Mcap = S x Fbending = 0.11 INA3 x 0.66 x Fy Sx = 0.20 INA3 C = Mcap / 0.75 = 1.67 x P1 e=m Sy = 0.11 INA3 \ P1 = 0.798 x Mcap = 0.0872 x Fy = 4,360 LB MOMENT CAPACITY OF TABS: Mcap = Pmax * d * 1.33 = 2813 LB x2INx1.33 = 7,500 IN -LB — • 4.�. F t; 1•x`41 f i+tl�?zti'' * _9 f, i p... ,,... ;•.. ......:, .., ,. ,..; ,r .. , ..r • ., •; 5•.v . :, o d . i . ?,rs.'ii:', .t..x ., ...v ,.✓.,.. .. anPr ...4,K n,. a,4Nwrsbw•aiv+w..a ..a n;3yLSlisiBi, .._..., .......,.e....,. _.........., ... ... .. .. .. . »..... r uww.w...ru..r ,....,. .,,.....�.. , i r' . " ' — �r • • ;sr ,.\ SEIZMIC PROJECT SEARS #1156 • .. . INC. FOR MERCHANDISING EQUIPMENT SHEET NO. 3 OF 47 • MATERIAL HANDLING ENGINEERING M.T. 04-14-2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 TRANSVERSE ANALYSIS : BRACING :TYPE A (12'H x 4'W x 2'D) ; IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND z COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. H W re D JU 00 CO ° DIAGONAL BRACING : COMPRESSION MEMBER w i 07/429.4 itixie s trim» J F_ L diag. = [(L- 6) ^2 +(D- 2 *Bcol) ^2] ^.5 N o = 66.4 ADI= w Vdiag = Vtrans * Ldiag. / D = 364# L= 70" = d � w kl /rmin = [ 1 * 66.4 ] / .355 z F - z P- =187.2 Ww Fa = [12T[ ^2E] /[23(kI /r) ^2] 0 N = 4257 psi. ° 1._ ' fa /Fa =Vdiag /(Area *Fa) D= 24" ,m LI1 0 ,a Arty' t ArAem ir; f vr . ,,.:�... ,...�,. . .. .•r........�...ti �•, «, . ?1...G� ., .,, ar.„.: �acara..,s:.. ti: rrr . <:k•.r:..M+rn.�v.,,tcaf�tc+ ..,. ... .....:.....r,, i�r .,.- ,,szaa;.a�tMrx[nwisu:mSxM • rtrtn+• r7 @iatL�N`!%F?:MttMfsl�[�7'if4irS -'< +�i�DMih' k1'h , �,� > r - - -- - — te r - - , 0 1, , n. .. • • SEIZMIC PROJECT SEARS #1156 INC. FOR MERCHANDISING EQUIPMENT SHEET NO. D4 OF 7 MATERIAL HANDLING ENGINEERING M.T. 04 -14 -2000 ' TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 OVERTURNING :TYPE A (12'H x 4'W x 2'D) . ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2228.7.1 OF THE 1997 Uniform Building z Cody ~ w 6 U 0 0 U) O FULLY LOADED co 11,1 TOTAL SHEAR = 131 lb. N - - w � Mot = Vtrans * ht * 1.15 54# J = 131 *120 *1.15 - LLQ 1(23 = 18166 in.Ib. 43# z _ �. ■ Mst = l(Wp +.85wDL) * d/2 64" :00 = ( 600 +.85 * 300) * 24/2 33# . . w = 10260 in.lb. ' . / o- Puplift = 1 (Mot - Mst) /d Di- w = 329 lb. <- CRITICAL 1- 73„ O Mst = (Wp +wDL) * d/2 i = ( 200 +.85 * 300) * 24/2 = 5460 in.Ib. Puplift = 1(Mot - Mst) /d = 74 lb. ',''` F t I ' t ' ; t +? USE 1 ea. 3/8 x 2-1/2 MIN. EMBED. MIN. EMBED. ANCHOR. ext ± < � ; CAPACITY OF 3/8 x 2 -1 /2 MIN. EMBED. = 565 lb. PULLOUT & 1100 lb. SHEAR QA-(jt itri C llf4 OMBINED STRESS1 = 329 / 565 + 65 / 1 100 = 0.64 COMBINED STRESS2 = 74 / 565 + 21 / 1 100 = 0.15 ' -. ' ' 1 + .' j.' t i +- ',. .,/ . rg , carr r ,, , +9':4eNtMtak.�* t raven .• ,,.w..,.•..� .. - '�� i t SEIZMIC PROJECT SEARS #1156 , • . ; . INC. FOR MERCHANDISING EQUIPMENT SHEET NO. bG" OF 47 • MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. 04 -14 "2000 TEL: (909)869-0989 • FAX: (909)869 -0981 DATE 161 ATLANTIC STREET • POMONA • CA 91768 BASE PLATE :TYPE A (12'H x 4W x 2'D) BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL z LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, � z 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST re 2 .. .. . • SEIZMIC PROJECT SEARS #1156 INC. FOR MERCHANDISING EQUIPMENT SHEET NO. OF OF 4 1 MATERIAL HANDLING ENGINEERING M.T. 04 -1 4 -2000 TEL: (909)869 -0989 • FAX: (909)869-0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 SLAB AND SOIL :TYPE A (12'H x 4W x 2'D) THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE z ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. ' ~ z oc w 6v (a) PUNCTURE N o Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD La ? Pmax = 1.4* Pcol + 1.7* (Mot /d) w o = 1,9171b. 2 J Fpunct = 2 *sqrt(f'c) = 109.5 psi. u d Apunct = w +t /2 + d +t /2 *2 *t = 71.0 in.A2 w z X = r-o v 0 25 t fv F Pmax / A un F unc t / ct P P z ::, :.:.::::.....:.:.,.:.:....:.:.... ............................::. w w N (b) SLAB TENSION /� b B U o _ , w — Asoil = Pmax/(1 .33 * fsoil) = 1.44 ft.A2 . L ' 0 = 207 in. A2 — o iui z L = sgrt(Asoil) = 14.4 in. 0 B = sgrt(w *d) + t = 6.3 in. z z b = (L -B)/2 = 4.0 in. BASE PLATE Mconc = wbA2 /2 = (1.33 *fsoii *b ^2)/(144 *2) w = 3.25 in. . = 75.7 in.lb. d = 1.625 in. Sconc = 1*tA2/6 = 2.67 in.A3 ' Fconc = 50 * sgrt(f'c) = 246.48 psi. CONCRETE * _ ' fb /Fb Mconc /( Sconc Fconc) — 0.1 2 t f'c = 3000 psi. SOIL ,.z,7z,, t, , ,, fs= 1000psf. .x. A 14 ( i ' (A' >'r r k, , ,,,, 1 v ¢" ' ' "i a �.;,. ) '.t ,,- , . . r,.. , . ,..,. t ..'.Y:wc.h?wS+at aL A+ id.i✓ruo>..: -... i, r, u«aa 4. «+. w+•:, r ,r.'..r. ............. ... .. . ..._. — .:.v... ,............. .. ... 1 1 r - - .s., , SEIZMIC PROJECT SEARS #1156 • ' . • , . FOR MERCHANDISING EQUIPMENT INC. SHEET NO. 37 OF 47 ' MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 4117/00 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 COMPOSITE FLOOR SYSTEM ANALYSIS z SCOPE DETERMINE THE ADEQUACY OF THE SYSTEM SHOWN BELOW IN RESISTING THE MAXIMUM POINT LOADS (PUNCHING SHEAR) IMPOSED BY THE STORAGE RACKS. 6 JU UO SPECIFICATIONS Pmax CO H CO w O f'c= ;3,000 PSI g MAX COLUMN LOAD Pmax =' 1,800 LB j AILURE SURFACE ' Q b +t= 10.0 IN I b • • N d 1 d =, 3.25 IN d I �� I d _ d'=12.0 IN { � � ?1-- C. ' a =; 5.00 IN I - - � r i Z O _, b = IN j Ili ul b +t o DESIGN FLOOR LL= 125 PSF O RACK /FLOOR SUPPORT ELEVATION p t :.. RACK FLOOR AREA = 32.0 FT�2 _ U • • i d/2 �' O w z CO d/2 : : o b z SLAB SASE PLATE F AILURE PLANE PLAN VIEW OF FAILURE P LANE ,? .. k -, 5� ? 'm Y v II I 1e•^"^ 1 rtW7.VNn .......... MF 'R ••• •N4�.. . , , . "I+ �.s ' ...: ,,, ---..p i IsRV+'&`.kt f.., V.,i.fM.M.�:i u t Lii( "•''�. Td Ft4S ',', L , ,, ,,7,7,•ft,Hrry.,*,441 ' , — I - •''' . –' « - •• PROJECT SEARS #1156 ' SEIZMIC FOR MERCHANDISING EQUIPMENT ! INC. SHEET NO. 38 OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 4/17/00 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 ,MPOSITE FLOOR SYSTEM ANALYSIS ' r 2E if a ECK ADEQUACY OF THE COMPOSITE SLAB IN RESISTING THE LOADS IMPOSED BY THE POINT LOADS. H Z F. SLAB SHALL BE ANALYZED AS A PLAIN CONCRETE MEMBER , PER SECTION 1923 OF THE 1997 UBC • . 6 j iSERVATIVELY, THE DECKING WILL NOT BE CONSIDERED IN THE STRENGTH ANALYSIS OF THE SECTION. 9 O E LOAD (P) CORRESPONDS TO THE LARGEST COLUMN LOAD , FOR ALL THE DIFFERENT TYPES OF RACKS. u) [] HIS CASE, P IS FROM RACK SYSTEM : TYPE G 1 44" H X 48 "D. ALL OTHER RACK COLUMN LOADS ARE J H .s THAN THIS LOAD, EVEN WHEN CONSIDERING COLUMN FORCES DUE TO SEISMIC LOADS. ... u 1- wo g J 1.4 *Pmax =Vu= 2,520 LB < = == FOR (DL +LL +EQ) LOAD CASE: FULLY LOADED RACKS 1. u- .~ , U O I W Z I ;"RMINE PUNCHING SHEAR CAPACITY OF SECTION s • • H 0 Z i— i. W W 0 * Vc= Vallowable= (0 * 2 * (f'c)A0.5 * d * b *I3 <__= ALLOWABLE SHEAR PER SEC 1923.7 : p (REDUCED FOR LW CONC) r 0 - . . ., .. W W WHERE b PERIMETER OF FAILURE SURFACE I . p= (DENSITY OF LW CONC /DENSITY OF NW CONC) — O = (110 PCF/1 50 PCF) Z U= tii = 0.73 ►— (1)= 0.65 O Z 1:., 0 *Vc.. [0 * 2 * (f'c) ^0.5 * d * 2((a +d) + (b +d))] *� = [0.65 * 2 * (3000 PSI) ^0.5 * 3.25 IN + 2 * 8.25 IN + 2 * 6.5 IN] * 0.73 = 5,006 LB • •• Vu /Vallow= 0.50 < 1.0 OK -. &J . 5 SED LIVE LOAD ?,�<; �' h,rt >, MAXIMUM WEIGHT PER RACK FRAME IS LB)= EQUAL TO 4* = 3,600 LB. THIS CORRESPONDS TO ,ant 'l1 I lPOSED � Q 4*(900 ) ,, r 1 8' LONG BY 4' WIDE RACK (TYPE G), THUS GIVING A FLOOR LOAD OF: 1 'J . FLOOR LL= 3,600 LB/32 FTA2 =112.5 PSF <= DESIGN LL =125 PSF ' } : „.111.1111 ' THUS FRAMING MEMBERS ARE OK ,,, •.t. . ' , . '704011 .w,” • L ''fy3 .ai .di.t Sri4zQ. • u. *iY.Nu2N...t• x atiW.l: TY..G ". xfid'Motli U4a'ew < r.. ,a.rv. nv.r . .. .. ..... .. .... .. ... _. ...s..f..64.1.4, w,,,,,, ...e, ....... 4. SEARS #1 1 • SEIZMIC PROJECT ' FOR MERCHANDISING EQUIPMENT INC. SHEET NO. 39 OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 4/17/00 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 LIGHT DUTY STORAGE RACKS . z PROJECT SCOPE, • • z THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY STORAGE RACK SYSTEM • re2 COMPLIES WITH CHAPTER 22, DIVISION X OF THE 1997 UBC. PARAMETERS w 2 THE FOLLOWING MEG SHELVING UNITS WILL BE ANALYZED AS AN ELEMENT UTILIZING THE FOLLOWING co FORMULA: WO V= 2.5xCaxIxWIR <== SECTION 2228.5.2 &1 630.2.1 LQ co 3 WHERE: Ca= 0.36 zF. 1 = 1.0 I-0 R = 4.4 <== FOR BRACED FRAME z uj R = 5.6 <== FOR MOMENT FRAMES W= LL/n +DL U N n= 2 01- • . 1.4 <=== WORKING STRESS REDUCTION w W. . _ U SPECIFICATIONS �_ O z STEEL - Fy = 36,000 PSI 0 O ~ BOLTS - A307 UNLESS OTHERWISE NOTED z RIVETS - Fy = 55,000 PSI ANCHORS - 0.1 x 1- 7/16" MIN EMBD. HILTI DS PIN ANCHOR ICBO #2388 SLAB - 4" x 3,000 PSI <== GROUND FLOOR 5 -1 /4" x 4,000 PSI OVER 22 ga B -DECK <== SECOND FLOOR SOIL - 1,000 PSF . NOTE: THE SHELVING SYSTEM ANALYZED HERE IS FOR THE WORST CASE SYSTEM, WHICH IS THE 12 LVL DBL ROW SYSTEM, ALTHOUGH A 50% LL LOAD REDUCTION MAY NOT BE USED FOR A 12 LVL SGL ROW SYSTEM, THE LATERAL FORCES INDUCED BY SEISMIC FORCES ARE TRANSFERRED TO THE WALL WHICH WILL BE SHOWN TO BE LESS THAN 5 PSF, THE ALLOWABLE LOAD IMPOSED ON THE WALL. ,g fps: • _' Ott n .. .. ,6'.'. .. .. ... ?; .i::_.. ,.. , . ....,. .. . ,,.. , . 3.;:,' z, ? :: +.>l. sz 4;: ... ..;•:.: rrt.. - w:'S;.v.t'A.'CPt.iviA 'i':rtsktiNe L : �:� X 7 7 `,, ' i4 + .'4r� 5 �q ` �• ` ? 4 F ." �i�'1 ' •R'� + ; s • . - I .- :■ .. • • . SEIZMIC PROJECT SEARS #1156 FOR MERCHANDISING EQUIPMENT INC. SHEET NO. 40 OF 47 . MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 4/17/00 TEL: (909) 869-0989 • FAX: (909) 869 -0981 • 161 ATLANTIC AVENUE • POMONA • CA 91768 CONFIGURATIONS: DOUBLE ROW TYPE -144 "H 10L 12 "D = 50 LB/LVL DOUBLE ROW Z TYPE -144 "H 10L 24 "D = 50 LB/LVL TYPE -144 "H 12L 12 "D = 50 LB/LVL SINGLE ROW SINGLE ROW H w SINGLE ROW TYPE-144"H 10L 18"D = 50 LB/LVL TYPE -144 "H 12L 12 "D = 40 LB/LVL re 1 �d / -, . - -..4. .. - _ 1 ... ,, PROJECT SEARS #1156 SEIZMIC FOR MERCHANDISING EQUIPMENT INC. SHEET NO. 42 OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 4/17/00 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 LONGTITUDINAL & TRANSVERSE ANALYSIS z TRANSVERSE DIRECTION: z ' �w COLUMN FORCES -J U 0 CI Mbase = 0 IN -LB < = =BASE ASSUMED TO BE PINNED CO = F- Vcol = V/2 = 17 LB N LL. wO Mcol(1 -1) = Vcol x hi - Mbase Pcol(1 -1) = 275 LB g 5 = 17LBx6IN- OIN -LB u.< = 103 IN -LB N a =w Mcol(2 -2) = [Vcol - XFi /21 x hi /2 Pcol(2 -2) = 206 LB <_= COLUMN CHECK z I _ [17 - 0.3) LB x 54 IN / 2 ZO = 456 IN-LB 2 : Mcol(3 -3) = 285 IN -LB Pcol(3 -3) = 138 LB U O ❑ I_- Pseismic = Movt / d =320 LB iv LL ~ BEAM TO COLUMN MOMENTS u. Z U = ' Mconn(1 -1) = [Mcol(1 -1) + Mcol(2 -2)] F. H- = 559 IN -LB Z Mconn(2 -2) = 741 IN -LB <== CONNECTION CHECK Mconn(3 -3) = 452 IN -LB LONGTITUDINAL DIRECTION: 0 k COLUMN FORCES Vcol = V/2 = 22 LB Pbrace = V x 2 < = =THE SYSTEM WORST CASE CONDITION IS WHEN IT IS BACK TO BACK AND = 88 LB SHARED BETWEEN (2) UNITS. , -� .,. , Vi ..� ':. , ,„ . ,40.-. 4� ' � :. r n' f 7z �:. AS " f1 fcH .4 Pd , .Y , r:m'y` ""to'5"%w ,�'JL W�1tltU(NM1 WA7lW0i.M1 %1.R1% ANA?. YM1) aNaiNW. i' AY'. c1eA' Mhv✓ mv. uNwv. wn .t.w-- ....+.- ..v .............. ......... ...... .. ....... s ....a.1..n...r.wvMwu41:WYCS6'CY ' "'... ..«...i...✓."o .w. x.rw ,.V.n 4M. .1 r.. } �.. 2' # .4. il ca_„* cat 1^F \ 'N '.;r4 1f,Y.t;S�.�:i 4 ,. ;t t ; \ r. 1 - PROJECT SEARS #1 1 56 • " • •• . ` SEIZMIC FOR MERCHANDISING EQUIPMENT INC. SHEET NO. 4 3 OF 47 k MATERIAL HANDLING ENGINEERING. CALCULATED BY M.T. DATE 4/17/00 TEL: (909) 869-0989 • FAX: (909) 869 -0981 i 161 ATLANTIC AVENUE • POMONA • CA 91768 1 TRANSVERSE COLUMN ANALYSIS z ANALYZED PER AISI & THE 1997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. . H • • Ptotal= 526 LB I 3/4" . re 2 Mmax= 456 IN -LB - ' B KxLx /rx = 3.89 IN /0.321 IN "'"/ ' N 0 ' KyLy /ry = 1.2 *48 IN/0.473 IN � O -I _ = 121.8 < = == (KI /r)max ! U- AXIAL w O Fe= rrA2E /(KL/r)maxA2 / b = 19.6 KSI h ' - J t =16 ga tL Q Fy /2= 18.0 KSI O .{: d • SINCE, Fe > Fy /2 d THEN, Fn= Fy(1- Fy /4Fe) { F- W z F. = 36 KSI *[1 -36 KSI /(4 *19.6 KSI)] / E- p = 19.5 KSI Z ILI I- r Pn= Aeff *Fn 4 , 2 0 = 4,328 LB ' U� 1c= 1.92 SECTION PROPERTIES . A =0.75 IN WW Pa= Pn /Oc B= 1.5 IN I 0 = 4328 LB/1.92 t = 0.060 IN ~ O = 2,254 LB Aeff = 0.222 INA2 I [.. Z P /Pa= 0.23 > 0.15 Ix = 0.023 INA4 v Cl) FLEXURE Sx = 0.061 INA3` f- I CHECK: P /Pa + (Cmx *Mx) /(Max *px) _< 1.33 rx = 0.321 IN = O S Z P /Pao + Mx/Max _< 1.33 ly = 0.050 INA4 Pno= Ae *Fy Sy = 0.058 INA3 • = 0.222 INA2 *36000 PSI ry = 0.473 IN ' = 7,992 LB Kx = 0.8 i Pao= Pno /Oc Lx = 16.0 IN • = 7992 LB/1.92 Ky = 1.20 = 4,163 LB Ly = 48.0 IN Myield =My= Sx *Fy Fy= 36 KSI = 0.061 INA3 * 36000 PSI E= 29,500 KSI = 2,196IN -LB Max= My /Of Of= 1.67 = 2196 IN- LB/1.67 Cmx= 0.9 = 1,315 IN -LB Cb= 1.0 Pcr= nA2El /(KL)maxA2 = uA2 *29500000 PSI /(1.2 *48IN)A2 px= {1 /[1- (C1c *P /Pcr)]}A -1 ofr '' = 4,388 LB = {1/[1- (1.92 *526 LB/4388 LB)] }A -1 =0.77 4 h`;'Y ' THUS, . �� , p (526 LB/2254 LB) + (0.85 *456 IN- LB)/(1315 IN -LB *0.77) = 0.62 < 1.33, OK r (526 LB/4163 LB) + (456 IN -LB /1315 IN -LB) = 0.47 < 1.33, OK li¢ -_' i 211 `e ,,,j :jai c'':a' �` � 'ii: a,..,.eeu -v. Cam.+ tl yia.v rrrtil,'v.,:p•.. ':{'1"`a. J, tfX%q.� ""t41 •7. P k k 2r'ri, ° ^„" u X'.i ^ .,';`'i `� '"gi f'PA;i,'� Y wUR'jfi: e Yt - f ./.- ..1../ ,•\ 1 . PROJECT SEARS #1156 SEIZMIC FOR MERCHANDISING EQUIPMENT INC. SHEET NO. 44 OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 4/17/00 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 COLUMN TO BRACE CONNECTION z SINCE THE FRAME IS ASSUMED TO RESIST THE SEISMIC LOADS AS A MOMENT RESISTING FRAME, THE CAPACITY OF . CONNECTION SHALL BE DETERMINED & COMPARED TO THE MAXIMUM MOMENT OCCURING IN THE SYSTEM.. ct w Mconn= 741 IN -LB U UO 0 CAPACITY OF A #1 Od nail N w NAIL 0 = 0.1901N F Vallow= Fv x Area x 1.33 NAIL AREA= 0.028 INA2 w u- O = 10000 PSI x 0.028 INA2 x 1.33 dl = 5.000 IN 2 = 378 LB d2 = 3.000 IN d3 = 1.000 IN u_ CAPACITY OF A #1 Od nail W/ 16ga. MEMBER IN BEARING tmin = 0.060 IN = c� Fv = 10,000 PSI 1- _ Vallow= Fu x nail0 x tmin x 1.33 Fu = 50,000 PSI ? I-• = 50000 PSI x 0.0114 INA2 x 1.33 P1 = 378 LB • z O = 760 LB P2 = 227 LB w w I'3= /(iLti 2 0 Mallow= P1 xdl +P2xd2 +P3xd3 ON 378 LB x 5 + 227 LB x 3 IN + 76 LB x 1 IN i G ' = 2,646 LB > Mconn OK • • O Z i • �, Z , I • • i 1 . 1 `l . 1 EA [q ulwai IV NV f fit . 7•r: �i`�„r.{� VIPi .o� :i: a s U 7�i+,fp4y.M gy4Y(}. �kk4etwxnl eGV, snw5stvfr l.r.*{aaramsWa`tlylrwm+m 1,,.. w., a. sw ,.,r.«'r ......................4 ...._..,... , =...�wv. .. .. .,.. , ..... _., _.. ,.... ,.,..,............. m ;v.1. w,vr:Mr,. anprh Mt4• .rom', PROJECT SEARS #1156 • . . SEIZMIC FOR MERCHANDISING EQUIPMENT INC. SHEET NO. 45 OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 4/17/00 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 CROSS BRACING ANALYSIS BRACING CAPACITY IS GOVERNED BY TENSION CAPACITY OF CROSS BRACING, AND SHEAR CAPACITY OF a CONNECTION BOLT. w Veff= Vlong x 2 v = 87.7 LB 0 0 N O Vdiag= Veff(Ldiag /Lhoriz) J = 124.0 LB < = == SEISMIC LOAD IN TENSION w w 0 TENSION CAPACITY OF STRAP 2 Tallow= 0.6 x Fy x AREA(gross) x 1.33 u. co = 11 59.2 LB > Vdiag OK IN TENSION = d UR I- _ Tallow= 0.5 x Fu x AREA(net) x 1.33 ? I' = 1238.8 LB > Vdiag OK IN TENSION Z O ■-- tu w BEARING CAPACITY OF STRAP U p O Abearing= HOLE DIAMETER x STRAP THICKNESS 0 I= = 0.0136 INA2 = ui • � Tallow= Fu x Abearing x 1.33 CROSS BRACE MEMBER u. O = 58000 PSI * 0.014 INA2 * 1.33 B= 0.75 IN Cu = 1,048 LB > T, OK IN TENSION THICKNESS= 0.054 IN H= 120.0 IN O F' SHEAR CAPACITY OF 0.19 IN DIAMETER HARDWARE AREA(gross)= 0.0404 INA2 Z AREA(net)= 0.0268 INA2 Vallow= Fv x AREA x 1.33 Lhoriz =D= 48.0 IN = 378.0 LB > Vdiag OK IN SHEAR Lvert=h= 48.0 IN Ldiag= 67.9 IN Fy= 36,000 PSI Fu= 58,000 PSI Fv= 10,000 PSI HARDWARE DIAM.= 0.190 IN , ma y ' " ii IsJ S y V .Fl .1,,'r, ,F /.. 4'y: F'lt..1.: .. , ). i, tL✓ • . 5 .' e": r f.Vl:}S!�:eS.ti{Ynl'4..{L. 'ir:iR .<+, 'x.n4n . ra'^: F^ is' HNn.,...a,iG,i.ine,' !Y +p7pl: l .F ::......:. ...'. .. . .,s.v i, v +nrf.:n.u:.awns + xuti^! ,_r• ;a:, °K:.rvu.A :.ery'r v {myr.A,Y,'ua:staes4..y .:• , . - -, - - -r 4:r �, :` _ - PROJECT SEARS #1156 SEIZMIC FOR MERCHANDISING EQUIPMENT INC. SHEET NO. 46 OF 47 . MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 4/1 7/00 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 OVERTURNING /ANCHORAGE ANALYSIS 1 2" DEEP UNIT PER DIV X, SECTION 2228.7.1 z Q • Vco1=V /2= 17.2 LB EL n . w Fn Movt= (F Fi * hi) *1.1 5 n = 4,414 IN -LB < = == SEE SEISMIC DISTRIBUTION F5 o - J = MSt= E (WDL + WLL) *d /2 cn F- = (550 LB) *12 IN /2 EL 4 F4 W O = 3,300 IN -LB 2 F 3 �� E L3" , — . Puplift= (Movt - Mst) /d N z w = (4414 IN -LB - 3300 IN- LB)/12 in . H = 93 LB EL 2 ^/ / F2 z F- i WO uj EL — F1 U0 z O - • 3 0 I- F1 0 " 7, , ,= U w , z . I� O # LEVELS= Ii N NO INSPECTION REQUIRED. d= 12.0 IN 1 U = H= 108.0 IN O F- z USE (1) 0.177" 0 x 1- 7/16" MIN. EMBD. HILT! DS PIN ANCHOR ICBO #2388 • PULLOUT CAPACITY= 150 LB $ SHEAR CAPACITY= 200 LB # OF ANCHORS= 1 . INTERACTION EQN. [93 LB/ 150 LB] + [17 LB/ 200 LB] = 0.71 < 1.0 THEREFORE OK F , DUE TO THE LIGHT LOADS SLAB & DECK SYSTEMS ARE OK BY INSPECTION ;` : "`�`` V;�`'V " z x, � ,.h. rcb „, t IPTAKI • Kf4 'te �, ,��; 1,,, 1 . 2A,p): : .,,. ..,,' :d: >..r. " A n Fn::.a:.a+:ulWa' : :tn^. u'i:J.`.'wrs.w.r "T.. rvdw•ax w.r.....n w..w.......... -.... . . . .. . - r ri , . r.., •••• PROJECT - SEARS #1156 ~' SEIZMIC FOR MERCHANDISING EQUIPMENT INC. SHEET NO. 47 OF 47 MATERIAL HANDLING ENGINEERING CALCULATED BY M.T. DATE 4/1 7/00 TEL: (909) 869-0989 • FAX: (909) 869 -0981 . 161 ATLANTIC AVENUE • POMONA • CA 91768 • 12 LEVEL SINGLE ROW WALL ADEOUACY SEISMIC LOADS AND DISRIBUTION: • Z RACK ANALYSIS WILL BE BASED ON CHAPTER 22, DIVISION X OF THE 1997 UBC, WHERE SEISMIC SHEAR IS DERIVED AS: 6= J U V= 2.5xCaxlxW /R N 0 1.4 < = == WORKING STRESS REDUCTION cn W Ca =0.36 -J 1= 1 w0 R = 4.4 < == BRACED FRAMES w R = 5.6 < == MOMENT FRAMES n = 1 < == SINGLE ROW w a d #of SHELF LVLS = 10 < == NO TOP LOADING & BOTTOM LOAD FORCES ARE TRANSFERRED TO GROUND w SHELF LL = 50 LB /LVL z H DL/LEVEL = 5 LB /LVL E-- O HEIGHT = 144.0 IN z F- WIDTH = 48.0 IN j � . TOTAL LL = 500 LB ° N TOTAL DL = 50 LB 0 I— w SEISMIC SHEAR w V(trans.) = 2.5 x 0.36 x 1 x (500 LB / 1 + 50 LB) / 5.6 x 1.4 z =63 LB 0 w • H I . V(Iong.) = 2.5 x 0.36 x 1 x (500 LB / 1 + 50 LB) / 4.4 x 1.4 z =80 LB WALL CHECK: ' Vmax = 80 LB ' TRIBUTARY AREA = Ht x Width = 6,9121NA2 = 48 FTA2 LOAD ON WALL = Vmax / trib. AREA = 1.67 PSF < 5 PSF THEREFORE OK JYVd OEM 0 , 0 :'47:ggictt 4 .. - , ,.r ;!. -i,:.._ .. n ..nir,:..le'if;wF c 7 .rst ., w.. t. Rrva... L, dr.•.. Y.; YB' iff .'•i6y:t•.a +yk'1..1Wt.'.''.iiv d„ , , ; ...,.. tf t:.+n: . aG, R.Yi�iarsaE ,t9k�,*$"v`R:Ma4".'tlR`#} t3'.'t,4k ?nt�fiTf :�Sbl'At *:1t8F!'da+t> . -, .- — — , , , ,.........),.„„! SEIZMIC . . MATERIAL HANDLING ENGINEERING EST. 1985 TORAGE RACKS STEEL SHELVING CITY APPROVALS ALASKA NEVADA RIVE-IN FLACKS MOVABLE SHELVING STATE APPROVALS ARIZONA NEW MEXICO :ANT1LEWR RACKS STORAGE TANKS pre,, ,,-...,., p--,.. PERMITTING RVICES CALIFORNIA OREGON !•IEZZANNES MOCULAR OFFICES h 1:" (1.; 1PR0oticr trsTOG COLORADO PENNSYLVNIAA :ONVEYOFtS GOMOLAS "nEii) trispicricti IDAHO UTAH .AROUSELS BOOKSTACKS SPECIAL FABRICATION MISSOURI WASHINGTON 1 n ( . . P ; 1" S'l 1 ■'',{ r‘ , , . , z ( - • PLAN REVIEW APPR \6° < ii;ICOMPLIANCEwITH APPLCABLE.ORTIONS OF „.,.... ..13,,„ CITY OF Roapu a, , i 1 ..: 0....*.re, . '.4'‘‘‘IF 1 — Z ■-■.,,.;:. : BUILDI146 —vii • w -1 ,0 .: • ION 2 6 D 0 %. : A 1 APPROVE'D C°NSTRU -1 _1 o 0 0 • LANs I . , . . AIL 3 1 di. MUSTS / 6 ' JOB N P SITE U) 0 U) W :".!1 .:. • 7 4 w I PLAN REVIEW APPROVAL DOES NOT AUTHORIZE ,,,,,,,,,,.., CONSTRUCTION TO PROCEED IN VIOLATION OF ,„., ,;; . :;3;p): ';‘, :..,??,,,,,. wr iii 0 'EDERAL, STAT. . • LOCAL REGULATIONS, NOR IA / . ,.,,. ;-: - .. ..., RELIEVE 5 NER FROM ANY - , ESPONSI8 :,-..... ---; .. . u.. < G „: • u) D , — SEISMIC ANALYSIS ,. ;..., .,, . — o , wnis..:,....._..... i ... , , - i I PANY, INC. .,.... OF STORAGE RACKS FOR - .....,,..........,.., SEARS AUTO CENTER ,. ,...0 F: ' .;,, , ROSEVILL , CA. c.) w , o — #00-0960 . Cll— „ . - - ,,„ , „ :: - — - :.. .... .: :",.. .;:.:::,., ...., , , ,,....,,,..,.„,.-...„.:..,,, / <4 ..,..f., ..-5 ,,,,, .,. ,„.-, ;.,.,..„ - ,,,7,„;;...;,.:,,,.,„,<;:,. I Ill iii -.'• - ' ' ' -,,,, - , , :,--,,,,., — ,, .'w — ,,„,,,,,,,.../. /v. ', ,', ',....,,,,' , , :.;:„;;;,•;:;;:-- —.-,,,,. - -,„ - ,,,,,—.--- — , -- --- - ,,....--,...--. . .,, o I— — I . APPROVED BY . — 0 ,,,./ z ; . 1:■,.. I • '). ;. 0 •If '', ../....'' Z / X.V7/ ' 4 ' , , A , ex ,, x ,.., —...—..5,-,, .:::/4- •:,... • ';::: : :e. -- -,,.; ;:,;'.:W. • ,..,.:o , '',/, .• ' — ' ,„ ,›)..4:-% re4,•.,4'.' • SAL E. FATE.EN ....„,...,-... f 1::::•:: 1 .i• ,,',..< .•,,, ./.:•.'(: • • ' z4: 5- . , 05-18-2000 . .„..,,!....,::„.;.,...,- , '-.- ....,. - '•--..--,,,,,,,,,,.., -...,/ - ‘,.., , < .,?:,,;-. - -. ,...z, . .. .„.,-., . .,,,.;.../.:? •- • . . ',, , .—,- .. ..,.:..),-(./ i I 1 0 41 1 8 ' 01 5 14 1 1 . Pe • l"fS1 —' ',—... ----P"--:s.' ''''■,■ sr ' ' ,./,' • /../ , ..,—;:7-_-,‹ ( ,\., // • :, ‘..C L ' '''; . ",,, \\ c, • -, , • • — - - - 1 . i .._.., \ . \ ... E) ., C9 30.03 ; j ----- i,'■ .- \ ' i 7 , i , --_. C \- - ,..,4 -......... a ,,,,. c ,„,, ,, _ 4 : J'Nr. ,• • 1 NN..'s rjr: , • \ \c' ...;';” '''''...., .. ''''',.. ... 4... 1 0,,, I•k . ■ -44( Pe,,, 17 ?C.J 1 7 " ;I '''' /° .P■,.. ..... .. 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869-0989 • FAX: (909)869-0981 "4.‘ • • ,..,c s ti,:a if'a k ..... I. r ^ a• 1 i 1 *I t . II ■■■■r . [. , - -- - , SEIZMIC P ROJECT SEARS AUTO CENTER ' . • . FOR INTERLAKE INC. SHEET NO. . 2 OF 17 MATERIAL HANDLING ENGINEERING CALCULATED BY BOB S. DATE 05 -18 -2400 TEL: (909)869 -0989 • FAX: (909)869 -0981 , 161 ATLANTIC STREET • POMONA • CA 91768 TABLE OF CONTENTS DESCRIPTION PAGE # z ■ COVER SHEET 1 , 11-: TABLE OF CONTENTS 2 cc 2 SCOPE 2 (0 o ' PARAMETERS 3 Lu i C ONFIGURATIONS 4 - 5 o COMPONENTS & SPECS. 6- 8 2 LOADS AND DISTRIBUTION 9 u d LONGITUDINAL ANALYSIS 10 1- i ■ COLUMN 11 z o BEAM , 12 j D BEAM TO COLUMN . 13 o N ' BRACING 14 , =w . i OVERTURNING 15 11- o • BASE PLATE 16 LL; z SLAB & SOIL 17 0 m z SCOPE: k THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. y .:..�. ..::: 4 . Fs' 3r.(' :. ' C ZO Frjq x: , Vii, '`.:.4. , . 4 4 , i � , 4 0 ;.,G'..,:.', .vr +..n,w :J ?. e>:v•f ..<Mk' .t u. f ^ .. •. •• •.— , ”. “....... ,..,, fX,,, MMhxxl.Yf :4 ✓,AtT, 5 .Vicilk -a P.. ,4%,rt1V. t —tI , — — ., - - - ,.-- ' .4., 0. !) SE1ZMIC PROJECT SEARS AUTO CENTER ' INC. FOR I NTERLAKE ' • SHEET NO. 3 OF 17 MATERIAL HANDLING ENGINEERING BOB S. 05 -1 8-2000 TEL: (909)869 -0989 • FAX: (909)869-0981 CALCULATED BY DATF 161 ATLANTIC STREET • POMONA • CA 91768 PARAMETERS: STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN a ANY ADJACENT BAYS. w ce THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH 6 v LONGITUDINAL AND TRANSVERSE DIRECTION. c) 0 STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, w i WHILE THE BRACING ACT TRANSVERSELY. N F- WO O \ � 4 ' 4f 1. COLUMN. TRIBUTARY AREA 2. BEAM. : / , 3. BEAM TO COLUMN. .'' v ,,T y 4. BASE PLATE. s 5. HORIZONTAL BRACING. r ' 6. DIAGONAL BRACING. { '` ° ' ' 7. BACK CONNECTOR. TRANSVERSE _ ,� LONGITUDINAL "'' !fir iq TOP VIEW ',* Buz * >r { / f l '11 V �Yv t wL ` „.. w4,..z ,:C.. {a.i..,,,, . . . . n,,,, .' 11... ..y ,•,,,,,,,, h Lii; V, Y • 11 H.da.4ti{ .. 'A.:I.,. 4�V.L( ,,,e, .fivio SW. t4. 'AX . ... •..✓.: 4Ai m uirt.w rye. rtrt ;4,,r.ks.A.,,`�v' ootniut.,,., v 1 , -- - - - ' 1 SEIZMIC PROJECT SEARS AUTO CENTER • " . • INTERLAKE INC. FOR SHEET NO. 4 OF 17 MATERIAL HANDLING ENGINEERING CALCULATED BY BOB S. DATE 05-18 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 • 161 ATLANTIC STREET • POMONA • CA 91768 I CONFIGURATIONS . TYPE 60x30 "DP z , / - - - • =Z f.„, w ; -/ 0 0 0 co w 70._._ 2,6001b. J = 2 144" w QQ J 2,6001b. LL , .. N li : "I- 4 " 43 " 1 0 Z F w ■ w 60" 4 30" 01•- U TYPE 120X30 "DP u_ g w 0- f f - - _ - ~ . , I I . 42° • 1 • 7e._ . 2,6001b. , 1 2 144" r 4 4,f ,, 2,600 lb. • 1 n _ 43» 4 ' , r rT a4� ,.... +� , • -- 120 " . 30" --7 `� }�� r- `r Y . x.+01 +' >h•. .. �. .. .. ,� � .,,..�; ,... .« „w r...t;� �.�f' . a.. riu.'r,:rz's.1q%.G:.N,,N.:.a�.3 %sic•.. .:.s..�..,i r..ww.��re+ war ...w..n,....w, - . - i6yyaawnu� �.,..,..«.., .... ...,..,.�........w...» ..«. e,. a ».y.atl�t^.�PA +M�YgCii6l'tsAM77L f++�Fr'.1! -M 1 , ' 1`s. 111 I SEIZMIC PROJECT SEARS AUTO CENTER . INC. FOR INTERLAKE SHEET NO. 5 OF 17 MATERIAL HANDLING ENGINEERING CALCULATED BY BOB S DATE 05 -18 -2000 . TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS . TYPE 48X60 "DP z a I- ft/ MI r li JU 4 � —,--- - 2,600 lb. J H N u _ 2 0 1 44" 43„ 4 „ � Q / 2,6001b. — 0 2 0 1 • I— _ � " 4" ij O 4 • . ,i`- -• 48" 60"4 W W • . I— H . . •-0 Z . . w 0- O 2 , . 0 { .1 < 'fit, � ,: r'M Igtiviis 4 r- .stag . . ...,. , ..., , ..t:., .x.. , ,. 3i .de '..:,...,,...dA..0rvr:.wtL.' .,.,. ,si:0 ., ; :.e... ,r. ,.. ,;,,, ,, ,i. , i ,,,ezv' kd2dd'1 btk.4•0t Rte,.. . 7"24.,Ni' uS{ d.' :e. t. 1 • ' t (, C _ ...a. .N SEARS AUTO CENTER • SEIZMIC PROJECT INC. FOR I NTERLAKE SHEET NO. 6 OF 1 7 MATERIAL HANDLING ENGINEERING CALCULATED BY BOB S . DATE 05-18 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE 60x30 "DP , , - _ - - z SPECIFICATION Fz < • - MAIN STEEL 55000 PSI 4 „ ce 2 - BASE PLATE STEEL 36000 PSI U Q 2,6001b. 413# 5 25# - ANCHOR - WEDGE TYPE 1 /2 x 3 -1 /2 ,,e ---0, �' Ill z - FLOOR SLAB 5" X 2000 PSI. REINFORCED 144" :I" co W O - SOIL BEARING PRESSURE 1000 PSF g • 2,600.Ib. 206# 262# - SEISMIC ZONE 3. 1 --40 --0 u_ j - TYPE = SINGLE ROW UNITS. d 4 4 " I— = " Z1. I— 0 Z I— r 1 _ _ 'I 60" --- # f • 30" D o 0 co Iu= 60" 0 SECTION AXIAL FORCE MOMENT BEAM MOMENT - w w 1 2,700 lb. 7,126 in.lb. I v lb 666 in 7,666 <-std.conn. 1,350 lb. 4,957 in.lb. z 4,103 in.Ib. <-std.conn. w U= 0 I- Z TYPE 60x30 "DP DESIGN LOAD = 2600# BASE PLATE COLUMN BEAM V 3X1- 5/8X13GA(LU25) . J . 7.75 X 3.5 X .375 COLUMN STRESS =0.73 3-21/32x2-3/4x14GA/384H . Mbase = 7125 in.lb. MAX LOAD /LEVEL = 5,788 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL HORIZONTAL DIAGONAL „,_ ANCHOR STRESS = 0.11 1 1/2 X 1-1/4 X 14 GA 1 1/2 X 1-1/4 X 14 GA PUNCT. STRESS = 0.5 t ;'f"" , # OF ANCHORS = 2 STRESS = 0.11 STRESS = 0.30 BENDING STRESS =0.50 L$ NOTE: UNITS ALSO COME IN 60" DEEP UNITS WITH SAME LOADING, i MORE CRITICAL ,,�� 30" DEEP UNITS HAVE BEEN ANALYZED. � i 3 ,,,,�,� 'rvn ,,`.AJ 4 t {Y,y • V A ' F dt'ZiA..; w ice` -'....i/ .. .• J - - - - ' e -- ' . . 4. SEIZMIC PROJECT SEARS AUTO CENTER . INC. Fo R I NTERLAKE . SHEET NO. 7 OF 17 MATERIAL HANDLING ENGINEERING BOB S. 05- 18-2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLAN11C STREET • POMONA • CA 91768 TYPE 120X30 "DP j SPECIFICATION — I._ z z., . . II_ .. MAIN STEEL 55000 PSI 4 " w - BASE PLATE STEEL 36000 PSI 2,600 lb. 41 3# 5 25# -1 o - ANCHOR - WEDGE TYPE 1 /2 x 3 - /2 .74- 2 . ' �� 0 cp , w � - FLOOR SLAB 5" X 2000 PSI. REINFORCED 144" 4 „ N w Ati. - SOIL BEARING PRESSURE 1000 PSF w 0 2,600 lb. 206# 262# 2 - SEISMIC ZONE 3. 1 --so —♦ g Q - T YPE = SINGLE ROW UNITS. T = C ! 4 " I— Ill , Z '— 1— O I �I ZI-- Ill lij — 120 "�" fi30" D 0 0 lu= 120" o SECTION AXIAL FORCE MOMENT BEAM MOMENT 0 1-- - w — 1 2,700 lb. 7,126 in.lb. � 0 8, in.Ib. <-std.conn. 2 1,350 lb. 4,957 in.lb. w F' 4,478 in.Ib. <-std.conn. — 0 z u.i — I , O ~ Z TYPE 120X30 "DP DESIGN LOAD = 2600# BASE PLATE COLUMN BEAM NI V 3X1- 5 /8X13GA(LU25) V I 7.75 X 3.5 X .375 COLUMN STRESS =0.73 3 -21 /32x2- 3/4x14GA/384H Mbase = 7125 in.Ib. MAX LOAD /LEVEL = 2,608 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL V HORIZONTAL V DIAGONAL .J V;Tel ANCHOR STRESS = 0.11 1 1/2 X 1 -1 /4 X 14 GA 1 1 /2 X 1-1/4 X 14 GA PUNCT. STRESS = 0.54 # OF ANCHORS = 2 STRESS = 0.11 STRESS = 0.30 BENDING STRESS =0.50 , z n .,. NOTE: UNITS ALSO COME IN 60" DEEP UNITS WfTH SAME LOADING, MORE CRITICAL 30" DEEP UNITS HAVE BEEN ANALYZED. E a =y t} 0 { 3 , n,.. AI 4 ti h . .,, k..;w:.. . , „,, !. ,,, csL , .,:.3ti 4 .. 444 ,r4 4 'f Mir e' VPAVVfxik MWMP 41V4: !"414 *. ,'4rtta „se ro.•w,waliit ;� ,V F Vt'k^,'! 1,9 3i ` M Y•Arkr P'? ! t :ri='CV .0 1I y . . _„I - T mss. ;\ • SEIZMIC PROJECT SEARS AUTO CENTER • FOR INTERLAKE INC. SHEET NO, 8 OF 1 7 MATERIAL HANDLING ENGINEERING CALCULATED BY BOB S . DATE 05 -1 8-2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE 48X60 "DP s - - - - SPECIFICATION = �. - MAIN STEEL 55000 PSI 4 „ re L i i - BASE PLATE STEEL 36000 PSI 2,600 lb. 413# 525# o o - A - WEDGE TYPE 1 /2 x 3 - /2 _/....._ 2 ---• --. N w - FLOOR SLAB 5" X 2000 PSI. REINFORCED 144" 4 „ w i - SOIL BEARING PRESSURE 1000 PSF w O 2 262# u) u. 1 2,700 lb. 7,126 in.Ib. .i v 7,341 in.lb. <-std.conn. 1,350 lb. 4,957 in.lb. u. r . . 3,778 in.lb. <-std.conn. — z 111 . - I O~ Z TYPE 48X60 "DP DESIGN LOAD = 2600# BASE PLATE COLUMN BEAM • V V 3X1- 5 /8X13GA(LU25) .■/ 7.75 X 3.5 X .375 COLUMN STRESS =0.73 3 -21 /32x2- 314x14GA/384H Mbase = 7125 in.Ib. MAX LOAD /LEVEL= 7,236 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL t , . V HORIZONTAL V DIAGONAL V j ` ` T ` ANCHOR STRESS = 0.11 1 1/2 X 1-1/4 X 14 GA 1 1/2 X 1-1/4 X 14 GA PUNCT. STRESS = 0.40 , _ : # OF ANCHORS = 2 STRESS = 0.25 STRESS = 0.50 BENDING STRESS =0.31 r{ <,rr,�,ks� A , A s • gk { ,•J' f . 4 4,1 3 t �t.ay k i .pc fi t` "Pl,;.r 1 -.p4. vi IA.'i ., 7 .—!„ , „ i ,,:,„.. ),„ sta...........,..s.... w.vM' ✓wrw.t n........ ......r. w .....- eyyaY;agyyauo {.. . ...,... ....... ....... ..... .. . ..... ,._..tl.rrv�v?: M r:N'1l.`iww?v...,+r. , d SEARS AUTO CENTER SEIZMIC PROJECT INC. FOR I NTERLAKE • ' . . • SHEET NO, 9 OF 17 MATERIAL HANDLING ENGINEERING CALCULATED BY BOB S. DATE 05- 18-2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 LOADS & DISTRIBUTION :TYPE 1 20X30"DP LIVE LOAD PER SHELF = WII = 2,600 lb (BASED ON CLIENT SUPPUED DATA) Z DEAD LOAD PER SHELF = Wdl = 100 lb z �w TOTAL LOAD PER FRAME = 5,400 lb -J v / / - - U 0 CO SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC w H WHERE LL V= ((2.5 x Ca x I) / R) x Wtotal wo 2 Wtotal = (WII + Wdl) x n — 2,600 lb. 41 3 n = # of shelves 2 D 144" 43" I=- w Z Seismic Zone = 3 I = 1 / 2,600 lb. 206# w o Ca = 0.36 Soil Coef. = Sd 1 o R(Iong) = 5.6 U R(trans) = 4.4 4 ° o w LONGITUDIAL DIRECTION / 1-- 120" . z I u = 120" i Vlon g= (2.5x0.36x1)/(5.6)xW)/1.4 0~ = 620 lb w/ working stress reduction z Fi = VWhi / 2Wh 1 TRANSVERSE DIRECTION 4 525# Vtrans = (2.5 x 0.36 x 1)/(4.4) x W / 1.4 = 789 lb w/ working stress reduction 4" Fi = VWhi / 2Wh 262# ' `'e J1.- `�Lbj�tF. • „ TOTAL FRAME LOAD = 5,400 Ib. _ _ $'4 l e- 30 1- visi it AIS ;:G -4; y 1 ',' 9 4, ,, s cL P , , ,, ... , ... ,,r, ,,,.„$, nd:,.,, ,,.,0$..$0 ,..,ra n, Vi a : " a:+rc; =;r:+c*.0.A Xnn.,P.4 AA,, ,,401t:ASUa:- '' , s 'x+k k 4't'AA! i''' 4*44 +11 1 • t `9 SEIZMIC P ROJECT SEARS AUTO CENTER r INTERLAKE INC. FOR SHEET NO. 10 OF 17 MATERIAL HANDLING ENGINEERING BOB S. 05-18-2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATF 161 ATLANTIC STREET • POMONA • CA 91768 LONGITUDINAL ANALYSIS :TYPE 1 20X30"DP THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE 1 COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR Q CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT , I=.. z CARRY MOMENT). cc Vlong = 2 * Vcol = 620 lb. _ 0 o Vcol = 310 Ib. B eam to w = 4 8 in. Cal. corn. -I I- F 1= 103Ib. > _ wo F 2 = 207 lb. • I' 2 IL 4C 48 in. - h= cot. t stab. 46 in. LL 5. a ? I w w D BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. o 0 o S2 0 F- Mbase = 7125 in.Ib. .w W .. t- ��� Mupper — o • Mupper + Mlower = Mconn'R' + Mconn'L' Meoan1. V.----- di Z Mconn = Mconn'L' L " Mconn * 2 = Mupper +Mlower �] Z Mconn = [Mupper + Mlower]/2 mi. t\I M`°m' -R' RESULTING FORCES ON COLUMN ill SECTION AXIAL LOAD MOMENT Mconn n Mb.- } 1 2700 7125 8041 B SLAB - .,. 1 2 1350 4956 1),Va' ■ i q %I! , 1' i , i" ''IT }. ' !,41 , it 4 At r tEVA Y 1. kr /'S 1^ 5a, t 'M C'BSWtPTM✓ ryry.y.NS:su.iwt +.tt�. .r. ..a e"' werrv. rn•mww..v.? r[ro.M..v�. •n.,. + �MW..MYnxvw -- • , - . �. ,, ,•` SEIZMIC PROJECT SEARS AUTO CENTER ' INC. FOR INTERLAKE • . • • SHEET NO, 11 OF 17 MATERIAL HANDLING ENGINEERING BOB S. 05- 18-2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATF 161 ATLANTIC STREET • POMONA • CA 91768 COLUMN ANALYSIS :TYPE 1 20X30"DP COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL z i-W re aa JU Pmax = 2,700 lb. Mmax = 7,126 in.lb. 0 o cn w KxIx /rx= 1.2 *47/ 1.111 = 50.8 J i Kyly/ry = .8 * 42 / .6185 = 54.3 <- GOVERNS A w o =102.0 B =a S KI /r <= Cc, Z i Fa = .522E - [(kl /r *F ^ I-- o Y Y )/1494] 2 z I-- = 24,710 psi. C w , U co fa = Pmax /Area o - al- 5,022 psi. w w fb = Mmax /Sx SECTION PROPERTIES u o = 15,994 psi. A= 3" B = 1.625" iii z C =.75" D =0" c)� fa /Fa =0.20 >.15 E =o" Wt. =0# 1---' I Kxxrx) t1 =.0897" t2 "^ z F'e = 12Tr^2E/23 l/^2 ( Area = .5376 2 F'e = 57,946 psi. Ix = .668 "A4 ly = .2056 " ^4 Sx = .4455 " ^3 Sy = .2377 " ^3 Fb = .6 *Fy = 33,000 psi. rx = 1.111" ry = .6185" 1 Cm *fb /Fb[1- fa /F'e] = 0.53 _ _ _ _ COMBINED STRESS = 0.73 T ) -- . 48" 42" ,i' + 47" 42" _ (- - ry7 ` ` 57:ksi� � , Front View Side Vie% l• A ". 1174 " ' it r`i 4'` !il'ilrq is , � [2:21 .. ... .... ....} .., , , .:,,.,tr.. , .. ,;:,td. :iany.I.s.J.:t .., M:. ew(> M :,,a.:>:,x+:hNrl.lt•.dast.:' .. ... .. '..<;,... .,r .rl.a.n ! , siVN� ',k¢YC�!JY,r?Mklk'ATiixs. �rir.:, wnssxrfa re«,.. , 1 -, r- . - 't. �1 : SEIZMIC P ROJECT SEARS AUTO CENTER ' FOR INTERLAKE INC. . SHEET NO.. 12 OF 17 MATERIAL HANDLING ENGINEERING CALCULATED BY BOB S . DATE 05 -18 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM ANALYSIS :TYPE 1 20X30"DP BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH fT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING z THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR w 2,000 in.Ib. WHICH EVER IS SMALLER) WILL BE ADDED. O A OA 00 co w I act = 120.0 in. 2.75" _1 i_ u. Imax = [1950 + 1200(M1/M2)]b/Fy 1.75 "4 W 0 SINCE M1/M2 = 1.0 r____ '1 g -.7i u_ < Imax = 3150 b /Fy = 158 In. 1.625" i d SINCE Imax > lact Fb = .60Fy = 33,000 psi. • I Z i 1 E.- MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 3.655" I w o 1) BENDING CAPACITY 1 2 o t = .0747 in. ( o M = Sx* Fb =wl ^ 2/8 � o = 24453in.Ib.. ..______J ._ • CAPACITY = 2(8 *M /I = 28981b. Sx = 0.741 .in.A3 u. o 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). Ix = L492 in.A4 v z u) A = 5wI ^4/384E1 0 i- z CAPACITY = 2[(384EI)/(5 *180 *I ^2)] = 26081b. MAXIMUM STATIC LOAD PER LEVEL IS 2,608 lb. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. . Mstatic = wIA2 /8 = LIVE.LOAD *L/(2 *8) Mallow(static) = Sx * Fb Mimpact = 1.125 *Mstatic Mallow(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mimpact Mallow Mseismic Mallow RESULT . 1.125 Mstatic (static) (seismic) 1 19499 21937 24453 8041 32603 GOOD 2 19499 21 937 24453 4478 32603 GOOD y � • �� y Ci ' t'°1 £i , a n:, P ''Y'i � r , aY *I h ; ..,, •i:," y.;: •. •,<; j. ;'• .i.,h.viShd.7l far {vA.- L.rv.luXx.V+.aua .m,.' V.tl. ..,u,"xtgt'r °ve},nK.aevar co.ss.p,a;y;f;::y........ .. 1 • r , • $ IC PROJECT SEARS AUTO CENTER INC. FOR 1 NTERLAKE • . . S HEET NO. 13 OF 17 MATERIAL HANDLING ENGINEERING CALCULATED BY BOB S. DATE 05 -1 8_2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM TO COLUMN CONNECTION Mupper Mconn= ( Mlower + Mupper )/2 + Mend Mconn. Mconn. a • r 0 0 � 2 ILI UO CAPACITY OF CONNECTOR ( IIMP) 0 o (0 0 a) SHEAR CAPACITY OF 7/16" DIA. STUD w w J F- U) LL Area = .4375^2n/4 = .150 "^2 w o Fy = 50,000 psi 2 . Pmax = 3,000# v u. Q Mlower ifl a b) BEARING ON COLUMN x _ BEAM TO COLUMN z F- Abrg. = t ' D t = .0747 min. CONNECTION z Og = .5 * t Fu= 65,000 psi min. ? LIJ o Pmax brg. = Area ' Fbearing P1 1 " w !— _ .5t *2.22 *Fu C = w = 5,389# > 3,000# V x 0 � z c) MOMENT CAPACITY OF BRACKET 4„ v c_n P_ S bracket = .110 " ^3 P2 1/2" z oi- Mcap = S " Fbending C ` =.110 " .66 F y , ::::: C = Mcap/.75 = 1.11 P1 C 1/2" P1 = 1.20 Mcap ;- 1 5/8" -, V = .0872 Fy = 4,360# > 3,000# C = P1 +P2 V SINCE PLUG GOVERNS P1= 3,000# = P1 i (.5/4.5)P1 /4.5)P1 P1 3 "/ 1"eff. Mconn. cap.= P1 " 4.5 + P2 " .5 - ; : = 4.555 " 3000# "1.33 t = 7 ga. ,,; :.: = 18,220 "# r� Sbracket = .110 " ^3 <; { . `�' ,,ii,' (A tulis rt +1 i++ fyy/pgy v,�nY.1 mr .,5:::.1;5 ..» .. .., .. 4 ',u. S a . VN. v. •.NJ':Yi' M- V • C iL(r.0 -Jv. v..,. , n;iL.a..tisn".+.M {•tlV! . y.i S:- „Hem,VYtA1wr _..,' jh A.' (j ?� y; > iRvt:.`cTit1,.` ' r `..v `� ;\ SEIZMIC P ROJECT SEARS AUTO CENTER • INTERLAKE INC. FOR SHEET NO, 14 OF 17 MATERIAL HANDLING ENGINEERING CALCULATED BY BOB S. DATE 05 -18 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TRANSVERSE ANALYSIS : BRACING :TYPE 1 20X30"DP R IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE Z ON THE DIAGONAL MEMBER AS fT WILL GOVERN. zH 1--w a2 QQ D JU ■ DIAGONAL BRACING : COMPRESSION MEMBER co o co w U { L diag. = [(L- 6)A2 +(D- 2*Bcol) ^2] ^.5 J = 43.2 DI= 43 w iL o Vdiag = Vtrans * Ldiag. / D : ��' J L= 42" u. =1137# u) d kl /rmin = [ 1 * 43.2 ] / .4085 Z i =105.9 Z o w uj Fa = [12Tr^2E] /[23(kI /r) ^2] 2 m 13311 psi. o fa /Fa =Vdiag /(Area *Fa) D= 30" _ 1 ... =0.30 u_ 0 — 0 ( Z DIAGONAL AND HORIZONTAL BRACING H --- w ---R Area= .288 "A2 i �� rmi t= .0 " , H W= 1.5 " g H= 1.25 " t ? . .6 lv, ?:, , b 14' u.Sf ' 7' , * i t t i Nti „a U ;�, 5 SONMEAGIMIONIMPANOWNIftweamtiow,rms. _.,_... n r,.,.�..'e.r .,+...w...- ....,.r...,... „. .�. _. ... — M.�,,... ”" 1 i. 1 ° ., :: ,,. ...:: ., . 1.141,41n A■ _ . ,4, , R. :. \ SEIZMIC PROJECT SEARS AUTO CENTER INC. FOR INTERLAKE • . ., - SHEET NO. 15 OF 17 MATERIAL HANDLING ENGINEERING CALCULATED BY BOB S. DATE 05 -18 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 OVERTURNING :TYPE 1 20X30"DP ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2228.7.1 OF THE 199? Uniform Building ' Cade. z H w it - I - -- . - .t, -/ :` SEIZMIC PROJECT SEARS AUTO CENTER 4 FOR INTERLAKE INC. SHEET NO, 16 OF 17 MATERIAL HANDLING ENGINEERING CALCULATED BY BOB S . DATE 05 -18 -2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BASE PLATE :TYPE 1 20X30"DP BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). z THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST t w VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. QQ � J U Pcol = 2700 lb. B = 7.75 in. D = 3.5 in. t = .375 in. N o w Mb= 7125 in.Ib. b= 3 in. b1 = 2.375 in. Ill i CO W 0 P/A = Pcol /(D *B) = 99.53 psi. I 2 Pcol M/S = Mb/((D*BA2)/6) = 203.3 psi. !�!. •!'_ u_ a `il a fb2 = 2b /B *fb = 124.6 psi. i w f b1 = fb -fb2 = 78.72 psi. A bl ,1' b ,' bl —/ Z I I I— O Mbase = wb1 A2/2 = b1 ^2/2[ fa + fb1 + .67fb2] % B r LU uj Mbase = 737.1 in.Ib. D ° Sbase = 1 *t ^2/6 = 0.0234 in. ^3 fa 1 1 1 1 t t 1 1 ° 0 to- Ill w Fbase = .75Fy *1.33 = 36000 psi. i 0 P. fb2 LI ° fb /Fb = Mbase /(Sbase *Fbase) = .87 w fb 10111W O 1— fb l z ANCHOR TENSION zMo = O � T *d2= [Mbase- Pcol *b /2] col _* 1 T = Mbase/d2 Pcol b /2d2 T = 702 1b. T Mbase Mbase I dl I•! b Ia._ c n , M ..s.. base � �� /` d2 d 1 '': ti /, d l / k ktii PrA u . * : P ita 1 Ir l'A ' il/.I:A.[Y. �.N.i.'b�SLa.I:'PNFHS+ f .ew. w.s.,.p.wr.um.... ,... �...i.. •W:yjblrev K'}n.iw_ aa4� _ > >- .- _- ___ T • • -' :1\ SEIZMIC PROJECT SEARS AUTO CENTER . . . INC. FOR I NTERLAKE SHEET NO. 17 OF 17 MATERIAL HANDLING ENGINEERING BOB S. 05-18-2000 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 SLAB AND SOIL :TYPE 1 20X30"DP THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE • ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. Z ~ w cc (a) PUNCTURE _l o P max = 1.4 DEAD LOAD + 1.7 LIVE LOAD ° * * w� Pmax = 1.4 Pcol + 1.7 (Mot/d) 0 = 7,891 Ib. w Fpunct = 2 sgrt(f c) = 89.4 psi. lL a Apunct = w +t/2 + d +t/2 *2 *t = 162.5 in. ^2 D a P z w f v /Fv = Pmax / A unct F unct = 0.54 :::>;:» ::»::;::: :: >„::::;:;•:;:::.:::;::<:::: t Z ,... aiL`.J. .:: n \•. \ �:: <v i::::i :....i � L r o z i- W w 2 (b) SLAB TENSION / b J B 0 ° o - Asoil = Pmax /(1.33 * fsoil) = 5.92 ft. ^2 ° ~ ,. Ili w = 852 in.A2 L 1- L = sgrt(Asoil) = 29.2 in. - w z U-(9-. B = sqrt(w*d) + t = 10.2 in. F. _ o ~ b = (L -B)12 = 9.5 in. z BASE PLATE Mconc = wbA2/2 = (1.33 *fsoil *b ^2)/(144 *2) w =7.75 in. 417.1 in.lb. d= 3.5in. Sconc = 1 *t ^2/6 = 4.17 in. ^3 Fconc = 50 *sgrt(f'c) = 201.25 psi. CONCRETE fb /Fb = Mconc /(Sconc *Fconc) = 0.50 t = 5 in. . f'c= 2000psi. SOILr„.„,.. ., lir fs = 1000 sf. 44s A ' e 1,040, •. a b. np 144,4 i . 'a` t <'t +�a ^'1 : e... , , . ..,•. ., wv �,u.:�4{.p :1 `+nrN1 ath ,.;isd,!:aY..Y. pm },,K. w , mn :tr t.'.l2't•,av,:tP , arrr. i �'+a.t;.� •n. . , .. .,n +._ 'o''L�.��'t}F,.:x °'+ f! `rs � 7 �Y t :$� WV A i,.• „ �YY'%i,r �! �r rltX�Jr �;• � a..h „�:� 5;��7�3. =!'�• 4 4 4I ,j 0 • �1 t+ ! S3 is i "'NE:111E1T & H O 3 L1 t 1, , , r. l.wECTS, INC., P.S. P 3 • 10940 Nom" :Pt ; rtrr 207N;8 L WA 98004 P:425.827.2100 F:425.828.6899 f a . v � '• i∎ s �' :r., � i z TRANSMITTAL via HAND DELIVERY r4 2 00 t DATE: NOVEMBER 27, 2002 w W E TO: CITY OF TUKWILA N 6300 SOUTHCENTER BLVD., SUITE 100 w ' TUKWILA, WA 98188 2 t 1 J 1 ATTN: PERMIT CENTER N C z I RE: SEARS TUKWILA — BUILDING PERMIT SUBMITTAL �" _ ? 1-- I PROJECT NUMBER: 02-447 w O I W WE ARE SENDING YOU: n o U ! O N 1 CHECK FOR PERMIT CHECK FEE 0 H 1 APPLICATION FOR BUILDING PERMIT WI LEGAL DESCRIPTION • W 5 SETS ARCHITECTURAL DRAWINGS — DATED 11127102 U LL 0 5 SETS STRUCTURAL CALCULATIONS Z I al u) THESE ARE TRANSMITTED: H H O FOR YOUR APPROVAL z XX FOR YOUR USE AND INFORMATION XX AS REQUESTED FOR REVIEW AND COMMENT \ REMARKS: Please feel free to call with any questions or concerns regarding this submittal. . RECEIVED CITY OF T11KWIt 4 Sincerely, NOV 2 7 2002 _ FREIH -' & HO ARCHITECTS, INC., P.S. PERMIT CENTEf t°'` =a r / // , A FE-1'4 Amanda Roberson ,, , , ' ° := � M . ti CC: File `F:� ` 0Ni 74 - 1 Vim; . ;' ' Y Transmittal.doc ' ' ' ' 4 1102_ 3 5 7 '�J "I 4i `: ii, .,..a..,..„.......,_ .„,,, a.,; n ». «»aM,.n- •. » a.r,., +utM4S 4. 49N4 4 u . h 3 'k. {'S`:.: 6Ckliald?.. t } f ' ! i . • 7,cr �., • z L Z i c i 6_ J 00 C o • W • w i L 52 d. SEARS - SOUTHCENTER MALL - TUKWILA WA z Wm LEGAL DESCRIPTION . Z F- U f • O { THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, p H W.M., DESCRIBED AS FOLLOWS: ,w uj z U COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 2b; LI ~ O: • THENCE N8q °40'24 "W ON AN EXTENSION OF THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID Z. • SECTION 26, 23.00 FEET; THENCE 50 °Iq'36 "W 43332 FEET TO THE TRUE POINT OF BEGINNING; THENCE U N . CONTINUING 50 251.58 FEET; THENCE N8 302 FEET; THENCE NO °Iq'36 "W 236.16 FEET; • 1= H THENCE 58q °40'24 "E 11°1.00 FEET; THENCE NO °Iq'36 "E 21.42 FEET; THENCE 58°1°40 183.00 FEET ° TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. • i 1 RECEIVED . CITY OF TUKWILA 1 NOV 2 7 2002 PERMIT CENTER ! 0 : 4 1 0* j4, i = vz.m\40,,A • T boz - 35 ? r . ... ,,. '.1'.' a:. a., iaNus ,aa,�.iz.:a:a,'.:nG...:.,..ca w....M •.. .......... .... ....,....,....•..._. ......., -...., ...._..,.......,,... w. ».. ..,.,.,. ,r.. e.,r.sr.r+r ca'Mwi ...Mn:�IT 'i , ,—'\ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -357 DATE: 11 -27 -02 PROJECT NAME: SEARS ROEBUCK & CO Z SITE ADDRESS: 400 SOUTHCENTER MALI.. ' i z w re 6 n X Original Plan Submittal Response to incomplete Letter # _1 U U O Response to Correction Letter # Revision # After Permit Is Issued 2 w J H N O W � ! DEPA TMENTS: .0z,, v I�. -- ( Z g 7j L (Z ! �C 5l� GPC, . 72 o u. a Buil ing ivision ❑ Fire Prevention Q Planning Division 0 y) 3 Pu I Works = O �3 ►1(� 2 - ��D 2 St ructural ❑ Permit Coordinator Z = ■ ZO DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -03-02 III ul Complete id Incomplete ❑ Not Applicable El U O N Comments: 0 E- w u. O~ Permit Center Use Only Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: t w j Departments determined incomplete: Bldg ❑ Fire Ping p I- p p g ❑ g ❑ PW ❑ Staff Initials: Z TUES /THURS ROTING: Please Route [.J Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: • APPROVALS OR CORRECTIONS: DUE DATE: 12-31-02 . Approved ❑ Approved with Conditions le Not Approved (attach comments) ❑ Notation: 'y REVIEWER'S INITIALS: DATE: vyy 1 7: m r. �}. : .,4, �. f Per Center Use Only � . CORRECTION LETTER MAILED: N, w Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: a , kgPi S.r DocumenWroutingslip .doc ,r,{ 4 2.2802 r f >1 .'' ,4 lc nv :.., , >.:.•s,: zL'..+ kkidl xbYACs+ rxaMsXMCNm .�cdwrnwYVw>ranxc..,,M.. ,,.... iw "1�rs -- ,..— -- , ....-..,.+s„+,. xur44e4 , "441N fir "" MintlX4V, I 7 . . .. .- . •\ • .' . • . ... ' . . . i • .. • . . .... .. ..... . . ■ • I - • -- - . - - . , 1 1 I i , 1, ,L"ARTMENT OF LABOR AND INDUSi ES i i i, • REGISTERED AS PROVIDED BY LAW AS i ' CONST CONT GENERAL 1 i • ., , • . ., , . • ;.,=EMV4CFZEGIST.'.7AVIJT7EXP_DATE '' • • . .,... , 'CC01..i;BLODOCA EFFEOTIVEGDATE .V : . , . , I ',Z BLODGETT'CONST ASSOC'INC' • : '''' '1 1051 WESTVIEW DR • • i WENATCHEE WA 98801-1239 1 H 6 -J 0 00 F25-05- ( : , S/97) H CI ' ...■1 - *- -1- r.....:-: - z:__....... . --- . - .---, ..i.::::_i_l_.- —2=te. 12. _ . -S.-- - : : __.- =1::.1.2... — 1,._..:212..=.1_1=1:_ . .7 . .. - - - 2:.::...2ie..- _ _ '..=_.._: Ill ._' .1...:._ ' I' . . .. . . . ..r ...).. ,.,...,, 02 ....3 ,,,... 1 . .. • LL1 ° IL, 4 4' W a . i- LLI Z . 17- . • 1 --- 0 :1 . . : z i•—• . • 1.1.1 a . I , . 2 0 CV C) 0 w. • -• . . . :13 1-; Ill . • 1- ' . 11._ , iiZ: ,.." . . . ' ,, • . . .E 1- E... 0 • . . .. 1 , i • 'I . i . . . 1 . . . . . . M. m.i. : ,. , . • • - • , . ' ilia4 ;TA 7 ' . : ..: , V4; .,..7: 0 .• .,&?:(,,. Avilvp...3 . 1141,i .....„,_, Izsc.ini: wetotort Itiowooktt.,,-,,.._ . „.....„_ .. „ . '. ... ... ...... . . . , .. . . .i• i, i i . , . i . . . , CODE DATA ' e TENANT zeruartamiaasaraaw IMPROVEMENT •p MERCANTILE DTI 900 64500 DRAWINGS SP • ACTUAL. EI LD* ARIA PER OCCUPANCY TYPE. (6A e6 APO 244 APO) FIRST FLOOR M ERCMTL.E (dAADE FLOOR TtCTAL') • 42,15 SF MI I A II LE (GPPIGi!) • ,,4a0 ASP LOC •f71P " UK 60C4P " L.0 Md&GANT (STO WE, STOCK, 4 ) • 6 A20 SF (STOW (STOCK) SEARS MECHANICAL • 204 SF 6)40 SP 7 0010 SP (11ESTMMOOMNS, VISTA !'R, STAIRS) • 9p12 SF / / /// TiOTAL NST FLOOR E1I,ILDINb AREA • �a,�64 SF STORE #1139 ■ ACTUAL /MALM AREA PER OCOPANGY TYPE. (MOW ANA) 7 � r � r %1 r/;, WOOD FLOOD MI:IMGANTLE Wet ROOK 'RETAM.') * 4433 SF MERC ITILE VORAAE, STOCK 4 !WPM) • 5,491 SF Lee AMU M MECHANICAL. • Y36 SF '%A S N24-000JPICD IIIlSflM001I, CORRIDOIRS. STAiRS) • 5$40 SF TOTAL 2HD FLOOR DAMNS AREA • 38616 SF 1°E agar "--- SOUTH CENTER MALL AGYIIIAI. a1LDMNb AREA PER OCCUPANCY TYPE. (614050 MCA OBE bROUP m-1 IHECH) THIRD FLOOR 5J'. LEE AAOUP M LEE AAOUP "_ TU KW I LA, WA M ERGJVNTLE 1 II'P!!R FLOC* 'PETAL) • %4 5 SF Vat M T EXIT E>aM M E MGANTLE (STCRAdE, STOCK, $ 'JIMPP 49) • I5,140 SF S" S' S (RES'1R00NS. COMM/6,, STA 14f4 a 2010 SF (STOCK) / � i / / // TOTAL SID FLOOR MX* AREA • 953 SF 1.04"1 S.F. TOTAL ACTUAL lIULDIN6 MCA ■ *1A40 SF THIRD FLOOR • OCCUPANT CGKRNT - FIRST FLOOR (Table 10 team AREA / SF roe PERSON ■ • PERSONS] MlRGANTL.0 METAL) ■ 4&15 SF/50 ■ ON PERSONS MERCANTILE (OFFICE) • 8,400 WACO • 95 PERSONS MERCANTLE (yTOGK) * 6A420 SF/300 ■ 22 PERSONS MECHANICAL * 264 SF/000 s I PERSON TOTAL OCCIPANT LOAD s 1,462 PERSONS %//% / ISE AAOUP' M OGGU'ANT CONMEIIT - =OW FLOOR (Table 10" Ak ER ■� veer, /ii., isT�� /� [QiMObb AREA / Sr P PERSON � � 4,111 94' MERCANTILE METAL) * 44528 MAO • 148 PERSONS / » / / / Haltom= (mac) • 5,4151 SF/800 • M PERSONS — USE MOW M i � A • 'J56 2P/000 ■ 2 PERSONS demo % /,'r, TOTAL CANT LOAD • "164 PERSONS 4 A' / % / ✓ =WANT' CONTENT - THIRD ROOK (Taal• l0-AJ LEE SNOW M - IT /P , /%r, 16,40E6 AREA / SF PER PERSON s • PERSONS] BASF ',!� -6" MI.R° CANTLE METAL) ■ 96,40 SF/60 * 604 PERSONS Ml51GANTLE (STOCK) • 5)40 SPA00 • SI PERSONS -LEE Mar M MECHANICAL • 814 SF/000 s 2 PERSONS 6E00 TOTAL OG!`,dJrANT LOAD • bbZ PERSONS � '.!r RETAIL) M 11-LEE � " • MEW MTh - FIRST FLOOR (Table 104)) 91,019 SP 504 SF. Is PE!!*JON6 x O.2 0" PER PERSON • 11DTH] NIEMAN LJE (*TAM) a 1,424 x .20 • 2642' MERCANTILE E (GFFICE) s S>5 x ]0 • T Ea Sat EAT a M ERC+ANT><.E STOCK) s 22x • 4.4' UN Mar M USE AA01! M '. ' • I x 20 s 2' %ir/ �i MOCK) 04X441 :::::56 MATH REND ■ ?452" s 25 %,/ >66 ". /////////////,//, SP. �,/� TOTAL 66M56 MATH PROVED a 4.7-0" E6RSE56 MIN - UPPER FLOOR ('fable IQ- I PM"Rr * x 030" PER PERSON • 11174 SECOND FLOOR metcArma (RETA L) • 148 x 30 • 222.4' P' CANTLE (STOCK) * M x 90 ■ IT MECHANICAL • 2 x 3O v b' EAT TOTAL 65RE 55 MUM ROM= a 2242' • Iy' 7' 11"-0* TOTAL E6lME"!I6 MYTH PROVMVED • 3O' - - worse MIIDTH - UPPER FLOOR (fable 00: j I. PbtSONS x 030' PER PERSON • PENH] • � / MERCANTILE METAL) ■ 604 x '90 ■ IO2T 04104101P M A ' USE MAP 14 r" ---1 M MERCANTILE MOCK) ■ 31 x .'!O * 53' (STOCK) j (5/000 AEC A!' 0 • 2 x 30 s 6 1064 SP. j 4046 SP. OFFICE) TOTAL E6RE56 MIM'7'1'H R 2/PED • 145.6" • IT % / -; ;.' / /r ���� . TOTAL MESS M�'TH PMROVIDED • 2T-6° s f /// r, • ItIP wx EL TRAV DISTAINGE To EXIT AC,C�E56 (1004.2.% ' RI '.M'RMNKL EKED TALON ( 4252.2) = 230 FEET EXIST,N6 MAX. TRAM. DISTANCE TO DOT ACCESS a 120 FEET USE AIIAr M • MAX TRAVEL OMSTANC,E TO EIUT ACCa196 - IJM FER FLOOR (k7a % 4316 9' SIMNIGLIMP DADN6 (004. 23'.2.2) s 230 FEET E105TN6 MAX ?RAVEL DM5TANGE TO EXIT ACCE56 * 300 FEET • NEM I. ALL 6v?. EOME2 SHALL HAVE A 141MJM4 FMIE RATMN6 OF 20 Mk TYPE X' 6YP. WNW SHALL BE U5152 MME NOTED 2. REFER TO SHEET A82A - A820 FOR PETAL 9FBV1N6 LAYOUT. AAAJr M USE lIIRC71/P M 9 BAND ON OL4u'ANT CONTENT, MS =MX 1Rt7VDES 11M!!"5. 4d g % / / / / /// 204 Sr. SA // /// ,/, k FIRST FLOOR iiiio FLAN 1121RIN , KEY PLAN ' , AREA B 1 i..a `� f AREA A REv9StC S :ter , 1 OIAJ•rG %RIC sue r' ut "' i 32 1 N all : 11 15 .-1 :1 0ta ,.r Ar S NUS ` . -4 1 :.; II ,tip - tp. _ . , - -� _� FREIHEIT & HO ARCHITECTS. INC_. p_S_ ,,,,.,4 � ri� sae �uE IP MOM IP 10 SO Ili WI ' NW PIIIGII T •C ,aQMv 1 C ..,aR ten 1111111111116 9/11/E VOW_ , I id ]) 0 2:11 7 y ..... A0.2 aurpipr►iwr fib 4rrr elk- • J . 1 I TENANT IMPROVEMENT DRAWINGS FOR SEARS STORE #1139 • SOUTH CENTER MALL TUKWILA, WA --- li N 1 . )) ) 1(4.-- '''''''''"'"*) Y ----". \ . SOUTHCENTER PARKWAY e""Mall.MMI. rr r • III. • �r • r .., ■ r .P • dig , m'C .,. .:. DE PA ljellIT ,, . .fie p k, .t °P '''' fed \ ,.. D - , �► . �. :b, <fit , 1 . , a 1 MALL. NORDSTROM --: ' , STORES t LI '1-1 . 6' ` DEPT. STORE ° ,„q- A r "5 „ nE moats -- !. / / - - • ,,�, • • i / //IN 'Willi, , \\\" •� . . (r---- N.1 , i l l . 'IL 1 s),. IMO B ILDIN iv N. Li /y O f 70 REAREA liFb C4W1..O.....•...M...JC:11.■,..............m.Y a '- ) i 4 ) MALL MALL. r LEASE PARCEL k t STORES STORES • 4\ \ 4) I COO S 316 CARS v +� 1 ' ' RECEMMG V 4 i ■ I c� { A+ ! 4e4c.... L i 0 V I .....w...1 V, V ............20 MARCHE PARCEL ,, : i t ? ■ ' \ ' \ 14.6624 ACRES 1 CM ... I ' ,ter THE HON •sts s fl -- D EPT. STORE " FOU0t FLOORS a 14 / 1 _...... i iv a . , 40., , / / ...r i .*4) , . 0 4.11.1■0■.■•m....■........■..., 4 .. k‘ `4 41r--- \13 1 ii ks, \,) v is) V A , o v A - MALL n © - - -- DEVELOPER PARCEL - k\ f! STORES sr. ACMES 5110 art o s ,� ArRAF.�► 0/ a /4 V if '\ --- STORES I V / 3 : : I ,7, ' i k. `4) 9 A 1 kw « A k.‘ Nzi I V A k• COURT 0 - % KEY PLAN ' N XI I \.:\.• ,_, AREA B i 1 --T.; _ W ili - - iii ... / / i f .., OIC W ( ‘ il V 4 t..'- - - ... .,-:;;;,:;;/;:: a . .. ai A i g V 4 3 . , i 10 4Ik NI) g 1 E M l .m."..inal...m.,..2 I i I 1 2 MALL MALL V - - - : wows STOIiE _ AREA A t i " \ ► REV iSIONS ' N V 20 . VA imp-...- - s; L r. ,._________ I N. NI? 9" A O ''''b , „..., «/ IrERVYN"'S k ' • l h '. V ' _ 2tL. V \\ _ L!! j DEPT. STORE a �- DEPT. STORE 4€ - _..- _ _-- - -r t k‘ \Z4 V A - WOE no rims MALL. 1 SEA • is _- Y •r i Of /9 .r.: STORES LEASE PARCEL i ! NIE,, I 2.12 MIES 1141 OCINI5 r --- --- . 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DRAWINGS rz f - FOR , AL , _ __ __ ,___ __T____ - ___ ___ �___ _ .________F _ . --7\ I I , — ____ SEARS �--� STORE #1139 hA SOUTH CENTER MALL r 1 TUKWILA, WA * _. I 1 1 I 1 Al 1 1 IN 1 �, I. • 1 1 I t tt KEY PLAN ' ` 1 I AREA S • 1.111 _ m■ 4* COIVIE'TE PAVN6r I L.S * 3001* AREA A 1.10124 1911194 ON 4• GJt13. ON ` cOP!PPG'1'!D INNII'SIDIMAOE REVISO S I 1 1 STAMPED PATTERN TEXTURE 1 , 1 ,-o• 1/1" ISOLATION JOINT i t EllyAm Cr FIVE 0011001 +, J. i _y. _�/' .7 0 Sta- • MS ill we. ' K: j) PAW � OF VERTICAL 0011,0 S R7 mIICM M�la. 4 ' E � ANR'!� 9UBr" G1101I►'1A�l.S M�1 I SEAL - I OE 1:�0' x- �I�1MLT PAW* III d SIDEWALK PLAN ' 1 . 5 Nil, %:j E. r*r-o• I CURB CUT RAMP DETAIL :A m s s , ,� s-I s .o , . ; -, SCALE= #4 * :1• -4 .........; SITE PLAN KEYNOTES E I WNW TO SE 1eorIED R P Onitacep N y,a 1 E R E I H E I T & H O Lowman Nu MsAet ran am r wit gem law A R C H I T E L T S, I� N C -* P. S I ( I�G/11.. p- AMMO st rlr,rlrl rPP : - , ` ' WE ' MMO Z an _ _ . PRO &C r; M11►a�c 0 MIX 42. J • i r • 11 112)1 1 ::1 2 11110. 557 ... -- • I Clerrlip RIR Awr $ r1► 110011111111 Mt • f r M • ` NO A 1 • 1 I TENANT 18 16 1 4 e e a) 0 IMPROVEMENT 1 0 9 8 DRAWINGS III III I FOR II II III II II 1 - Ill WENS STOCK I I ( ROOM (E) - SEARS I r STORE / �r=.:r x L I I - I--- 1J 1111 / #1139 III I II I J j II UP I II _ I NM --- -4 / I I I 0 L ' _ _ �� - - I - - - SOUTH CENTER MALL I � / — - — --_/ III rr �•.a■ .r. _ TUKWILA WA 1 I 1 \ _. / - I I I I I I 1 I I f I I ,\ 1 r - - 111 II \ ��r \\ _' � " J I I 1/7"-- \ C Z . 1 --11/17— Ilk -1 [-- lit / CED - - 1 —1:1-__ —ilk L- J \ , NI C.0 II I I I I I I i I II , I �� _ QH I II I I I I III I J. 1_ I II � r �i 4E F111 III 11 I /r \ \ �� II imilmilw■ ' limimplimiNe.. IiiIimilemi,.....111■,,40.0,1■11,ILIIII•mmlimetIl■ItilluimilrimptliminI, IIII 1). 11.11111.11.111MMIIIMMIIII 11 7 11 11111111111111.111111.11 I IIIINIIIIIIIIIIIIMMIIIIIIIIIMIIIMMMP I \ IIIMM 1 1 MIN I I MI I 1 I 1 1 I - I I t i i ii ) tMl I / - \ L _ _ -- _ I H H I I I �� �` rn � . � -.- A.aA r'Nruiu� 1 a ILD I 1 IMMO I 1 IMO I I ■IIII 1 1 i 01114 0 I I■ 0 II ,,/ \ 1 — - 1 r ) �, I �•: % � ;ter \N1 I I I I I ] 1 I I-1 4 CZO [..4:17 00 ... — MIMED 111■111111ft% l I I i l il! I I � I Iwi I ir-14:;fj I -I I -?) II ��II,,��,, I I I I I I -1.1 1� I I f�:r! III t►:i 11I - 1I I I I I I I i " _ -' J I I I �-� L -.- — �. . 1 _ , i I ) t D---) Ly - PE— ___I L___. -_ I I I 1 1 -+- rr 1 1 - 4 / �r: i � _ I &/ / ri I I I I I r % U - I - Ii1T I I r I \\ I I I I I I it I I ` x I I I I���� _ -- 1 I = 1 -- 1 I II I I-, _ 1 I I I I i, I I I I I I I �/ I I I F - .. U - = T1fP f% ►� - Il l _ I I - T1 I - 1 a IIII • H t •..,�► I I I I I 4r) osic J - -- ) II -- I I I I � I - -- I I I I I I / I III - \ I I I KEY PLAN I I I 1 � / ';> ' I E-_' AREA B 1 I I f -J I I �i r iR -- - (E �- 1 I - I 11 1 N i : - T - III t".-r I-4)X1 � _ - _ DPI 1 1 1 1 1 0 -3 - - I l I r`' I I X i AREA A 11 ��- I I I I I 111 - II l " ' REVISIONS . � i � 1 1 I t .� I 4111111111111 uIiiiiiiiii 1 I � - —�-� I I -- - - f STOCK _ I I ROOM (E) D/74 STOCK a { _ - = - = ROOM (E) _ 1 if_ T _ J 1 i - k 0 &- - _ Rt"l ' 2 *4. :: z2 : 4 . -+ 0 FIRST FLOOR DEMOUTION PLAN -AREAA X+A.E•1o'. z 0 DEMOU11ON PLAN LEGEND I DEMoimori PLAN GENERAL NOTES DEMOL FLAN KEYNOTES _ = r 1v SE ae�aLelm SPILL D& Iw► "M / .fti see M AcTMnes a AT rtrAr rem carMwc� JAWS r MOM IMO( 41111111D VEAL �wwOce�r, 111& MINE Au. -, Do E rwa,e,�, �•..r - + nrnc� •+awvr FLOCK w�us NO 11•,.. - rr� SLAM MOM prim F R E I * H E I T & Ho �A11p6 TD pig II. MOW C LT* A 101 MOE NSW t 311111000 il t = 11111.1111.10 r POLLS ID �i1N11 OR A � GArA� f GONNIAC#CR SWILL OWN it ltil7rE MO TD E —!D A PLAN mile �i s GlS�16T prC00411ly t 1 - • 111%54760 * !4 I � MiiE 1ifL'i M! �s�IV r+re �# N t 1 � I — Eil�rM� fir' me M'r �r�1o1 J�"J�t IF MOWS MIN L O C A L Ate. REPOILMINT IS VW CMt (MILL NNW MitamPerr at 11111, RE CCIIIIIPCIOR SOU PLACE 'ME _i - - - RINE AT MI LOWION& Mine �► - ID E � 2 NW Ai. MIND � ME MOM i& SOIL VOW* /ILL �� t •. r f - • E� SLAM Di1!'1J�►` GAE � - orweims w AAp Mme) t •_ . 1 ---__ �/ID+' 1�lMl TD NNW SNIP i A ( NA i� IN PLAINS* E 1a01A1 K 1D L 1lr1 MSC • •. • - OAt NO POW& IF / E AT a� OM hQll '.A REAM l9�Mi AS ICI 10 L IIIl1 POOL ID COISIRACIOR SWORN E I IIN111� MOM NM SWILL E '� ' �.'► IRE NO • Iw • ENNIi o 1�0 IADiaCf qC WIC 1p ADO. <fit BMW 4 M' E Rw>QIr MOOR NW • • f - otroi '1"1A +�r11 TO 1111,01k Pow um MIME O 4 AD I�11Mt 11•1111111 ram A S . NW GA♦ 1� • roam it G :7{'0 !MILL .?' auk mix* commciat 01111110 Ai TO I�IE NA MOW AS lG LR f t ' _ Cr 10 E PLR R ( IIC wort /r t dill IMO TO WOOL MIT MOM t . f MN* MOON �11� �• J MINUS ■ !1 t1 S DI FOIE 110100111111P i 4 Q dpi FLOOR -_ S �1 AIM /io IIMMI I Al Arm >D E 4.0. a ' � E ii OIIM! R Ri �I�� ND GLACE NW 101 00 i . M► di•1M► Aalat I'�R lL/� 4 ` NW 1101114111) Mw� MD WAR FOR MI I r !E Raga Ma AO ! E Ilk Pl1�'11 DAM G lE WS xr 1I�11 PRAM Li 41 ) IMAM GAMS! ROM 11i .. ,. 0 �0� AL RA/1E. 1011.M.10.01.116 A� • • . 04 �as I .. f- Eli COLIN - IA.. — _ i s 00A I� AL ADS ism ME AIPSEIOND A1f i NNW NW Ili 1p E� Ill. t !�M •1 1�L�O,1MaLf +~ N. *L <J MILS MR r•1 M L COMM SOU E • • _ • ' ' MOOD GOWNS OP COLAS AS MOM le ACCOMMNIE ION MINS AS - - l�1 �11LE ' MOW 7D A L� 4 1�O1 SE � lRI141111 • EMI !M Illmill NO 111/1111111P Corgpi MP ftlIIIra NIP 1r+lr Ilot P Y r • TENANT 1 $ oiD 16 0 1 4 1 0 9 8 0 IMPROVEMENT DRAWINGS FOR I SEARS ---11- ________ ,,,_ _ _ 0 ., -- _ _ _ ._. _ _ • STORE #1139 • te I I � - ' ` � � ~ — � � � CUSTOMER ASSET CCTV 0 I I I NW WAITING (E) OTECTION (:) MONITOR STOCK Q 1 ROOM (E) ROOM (E) t I I �` _J I -- SHOE STOCK ROOM (E) -- - `""� SOUTH CENTER MALL CASH INTERVIE (E) TUKWILA, WA STORE COUNTING (E) I I I I MANAGER (E) I I I LJ 1 UB sUPPL HUB SUPPLY HR 'El I .12: i n RAT MANAGE ) ASSET ROOM (E) ROOM (E) EX Q DROTECT ION I 7 EMPLOYEE 7 _ .7 l'h 4i' N 1 'FOIL u ROOM • CI) PEP HUB AREA (E) `-' I OPERATIO COATS T" .• _ MANAGER (E) L (E) j_.„„A., ____1 := IT._ II II SUPPLY i --- (ji) I I -• G M (E) I .L �_ - 11 �_ _ II I . 41 X I __ I X _ - i - RECIEVING (E) .j *, II ti T K 1 - r [Wi..41 ' 417-AiiMI _........\ STOCK ` R OOM (E) \. - I k _ I I .,..,.., .. .. i I. III I �' I I / M ENS STOCK 4---06 0110 4 ,,„ .... L `I I I � J __ ROOM (E) 41V x 1 II 41111 / 11 1 1 MIIII I II I I I I 11 II UP " l I I II 111111 I I I \ Il 1 \ ‘ Aa‘ ,) ) �,- _ -� , IN. Ts''','.,,, _ / - / — 6 1 ii .,--:. ---- I I I I I I I . / — \ ---- 1 1 / - I I I _ — I , --------\"4 -7- ---------- -1/ - — —\\I / \ ( 1 — - 1— CMD \ - — / aer>4 1 I \ _traff) I 1 � .� ii f — _ I CO I I I I I I — (Mr/ ,. ...f. w ..........% "----- II I II I I I I III ([ r1 1 i1 ) I I 1 I I I --1 ( t -I It r.� %� V1 I III I r �1 II a I I I IU , I 11 I I i I I r— t I I I • I i I. I r 1 1 I_. I a M. I I I I i . ., MN= a ma. r a t JI _ I� c I M� a ■� a MIN I I I r t o I a 1 Mlle I I . I / /> -- II / — \ I L J _ I 1 I I I I \\ \ 1 Amp, mArca.NE ' ` / / "%•, I I ' I I � �' -�► � � %-. � : � � KEY PLAN N I .- r T r 1 I I I 1 1 I I I T .J I AREA B I I 1 I 1 _ 11. J L, r I I I �-- I _ I 1I I 4 - I III I I 1 II u II I 1 I I I 1 I I I I J ■ I I I I III 111 L -- I — 1 1 1 !!!!!! ! ( rLJj ) 1 1 1 1 1 I I I I *.�.. .00 I I 1 AREA A r N I — _ _ _ 1 ,' , r, REVISIONS 0 L illir II I - �- — — — / _ _JL —, i F -77 Its _ , 1 'ADM Tea. I' Z' 02 FIRST FLOOR DEMOLITION PLAN - • AREA B F ti lane jj $l. W .rte,► r.: ' � s PeLs DEMOLITION PLAN LEGEND DEMOLITION PLAN GENERAL NOTES DEMOLITION PLAN KEYNOTES _ nee m E 0010,13$110 l lie GAIIAAGTIA BMW 1011a 1S PNMBA no ALL ca16omr1ail AG'RM�ls s k. AT =Ana mow =wax Jaws Now mum rem ► MIL 10 �awcerr, et rwma 044. rum* 1v I— - room s•... - • oases FLOCK PALLS A� ; � . • rralc�a alMeis r F R E I H E I T & H O gams) 106100. GAlOM me ALL Lam. �1arML SIM MOM llielPL MA. INEW 1101 mot E ROOM& Ab ►1a K�G ►w< MIMON!jA6 I ASCMITECTS NNC., P - S. Cr w MILS Mew A AlvAwtr► 10 po w p Atilt 111191001. IM1•S Cr A�AMMO ilk WPM WPM ClLri w s7�r mow /MEIMdL - t • . 1 - E *Moe *Moe • rte-'* /MOLLS Mt - ria 311D01. sat at maw .w inns At A GArAMi 1�1 � er tu. a•rAw ISZIO1Mb l MOE rEd 10 E On 11N RAN At 11e Ier a COMM 1G1' 00004915 C00004915 f •.r 1 - !Ji'S�i'�J�►r► mu' M'MIAItMa1' I rte 04115,074. F��r MM131'�1 LOCAL 10LOCAL 6 A SirILL �rM 1 /wlAV EAR4 1N Gi�AI1G1M OMLL PLALE 111 lr�A • - MIEN L,,aA1U l.�i AS alp t — •. . 10 II W/10040/0 w � Cot WIVE AR All owl�� �►► MSS OWN 1wlprrM�,s lIMOL�L. E AO - E� 111 OwAr wolf war A Mom VP at �/t1,t LL !70>bi1N► NE SEM iG- lrML& 1001Rt/1 ALL o�C IR 0 a ► A11M�OP MOM 11%. ) oMtL�' TO ADM IMF 10'J�MJ1 A RIGOari 10 E Ai 1D 119084. Id1 NOW GVIVIPCIM 1 ... I - • EilF�i 00Kf1It Alas' Moe rF A7e■�SE As - Mt oa7 con. +10rflI�1 a an 110 S ALONE Me MILL E 0101 OF CRY VIE AND w Al - k,pCd► tow& C !! � 517---.-".' 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M 101 mi. n0 !E� E I • _ • l� mums Or M'd � " MSS 10 � ID 11.1 MOM fa - - 0111111 41 - . _ • • IMIPSID 1CItafr rIPONINat MOO RAM OVUM M % A L� 4 tat A ma C /M WN MR —1 ". Qrvis ale 1 A 1% ra *rtrt R 0 _ • • • - I 1 I 19 18 1g 14, TENANT a is e 1 0 9 8 IMPROVEMENT gems ' r � 1 I III VN -� I FOR 1"----\ --- INclEk. —....._ 41, — ." , I DRAWINGS FIwo.Rt: OPTIGAL,'WE SIM r . 411.; 41111 _ X OPT-I TOO T -� n ,______•, MI fr i , i, A 1 \ A s I SEARS _ _ ,,,, , ix, tx, , i,.. �� -�- -� ► STORE # 1139 „ill . „ r // I I I - _ _ ,11 1 ,1 � I i I _ a! I II _ _ / 1 - 7( _ l . 1 i - - .- , 1 •-..-..z. 1 \-- an i, _ \_1 L SOUTH CENTER MALL i r l 1 TUKWI LA, WA E.., I / y } rj" I _ _WO_ 414- — . . 4 / \ .-W- , / IP --\\ rik 7 '-, - ,¶, \ \ ., • • ,. I _ ___,_ _ _ - ilk— _ \ \ iii. _ li I \ \ alb 1-C-XCI / / \ \ 4 1.11. I I I = I I I 1 I! ! I i I 1 I I I I I I I I _ I I mme I I I 1 ∎ I I I„I,N I I I I I lms I I I I ∎ 1 I .... 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ROOM (E) ROOM (E) 1 i 1 A I , • - .: 4 tr- - 4 0) STOCK 1110 - =- - 1 ] IC ROOM (E) - SOUTH CENTER MALL ... 4 (0" 7.......dp■m7r J _ - TUKWILA, WA 440) (4110, _ 1-12 114Z11 w )0 . 4 4110) 1 -nq me I 400 1 4 IC ,e .1 Eli- i 1-1- I I I - I • 1 - - - ) COMPUTER ROOM 1 HI I- Mr - a 1 s ' --- 4- 1 .-.1 I -1 r- - 11- 20 L _ _J II H l i g TERMINAL ROOM (E) fs e it ff_sr.-22r) I 1 D MAIN STOCK I 11 FOR INFO. RE: H t R e ROOM (E) I BLOCK, SEE SW HR-I 1 4 rn r _11 T ,_ . gr atill , , --- - CED ----- - VT. -I - „ - - - 1-1 N ' I I I I I I \ 1----CPID _jir _ . .,, 1 1 -: 1 1 1 i MR INFO. , RE: SEARS li "QM v \ I I I I I - -I I HEARD*, SEE HAI.3 Lu-1:31 lir I I- - - - - I t I i AL- I I r . I "... fli -41°----. Ilk ---1 . J r ------ . 1 I 1 i l l II _ . • D/18/38 ' W . STOCK L!i-00(71) illk Ill - ---\ ____I , I X ROOM (E) Le- -al _ _, _ I FOR WO. PE: WATCH REPAIR, SCE SKIS. VW . 1 , j'Y' I 1 I I I FOR IWO. RE. 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Oi •l rgoR /! t'�► I' I �, asr.rr MP ML . m swlrcwE IlsowE • Pee sew MILL lc Ma* �, �rna1� POW rrarr rrlp Mil RCM* 11151111101111 Mgt 1116 colrlrMC:T r ar�lss pixy' mass w opt Anus pip pegs or AN mu ' :• . •� :•. F R E I H E I T & H (1 ', 012111111R1115 PALLS r�11r w ME ME a111.� a mg wlrfk r< LAM P SWANS Ib SWILL rlralil -- 11E lD E MD 111114041,_ ARCHITECTS. INC-. P . S. POLLOPIIIII RIFORNIATIOR Men aR 151115 MOM OP VIE ti MIRY 41 1` -- - IMO* MP ME CMIPT MOM ME PROW= IIK argyle AV (,® mat �w , I ► 4 ,610 OIIIIIIIIMIII rM VW I VT Z- Z-14.11.111 OM�wds • i' oz.. pi/ 1 b? ,s.mt t a Mall at 1•1114141100 w MoIr 1011511111 SUMP ROLL 10 All/PIE MN rem RILL 10 AI NM SOW �/►1t� M►1R31MLILIS r1r111 MON �R MOO Mgr OP MEP M!MILY on AN • IL MEP' m K OCINI 1G101t BOIL NO �► G r Om_ W. a�ars�r i r ��rD rf»A7�1 �r $1110 A MINE E LM ME (Rllr.1) dr�s-V lMLL. E mlows'gi 15AGOO It BE 1 Q1 IMAM IMAM G011Mi 4m V �4VMS* S NNE rr�. b G NNW �� ` ► .. 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TOWELS A.L.A. OME ACCENTS A.L.B. lid ,� __ - © 0 706 705 705 �� ii i ----- \ BIG BOY ' J 704 ,_, n r -77--,1 , y :,,____,\_, 1, .,J 41- _ _____, I ��/� — ..._ ______,____ _ ■ . — 4119. — L—_ IS O O MA Tw. COOKWARE TABLETOP HOUSEWARES WOMENS SIZE A.L.B A.L.A. A.L.B SPORTSWEAR 1 ® 705 705 705 � r i� i I� r r� I rIII i r I . � r r! i i� r r� i i i I � 1 1 � i r k i t � r I r� r 1 � r r � � I � I 1 II r� r I � . r I I I I r i I � I i 1 r r U 1 i I I I I I r r I Y A3U4B � r i� I I i� I i e i 1� I r� i r� I 1 L I 1� i WIMP 1� a r� I r LIM i I I ;r • nom a _ _ FITTING A3.C14A"�TU��wE — f.:: — ..._ 0 a ROOMS i � ' �!- -- 237 FASHION �r/ BEDDING A.L.A. 706 I I - a • 0 a ROOMS v ROOM (E) 4 111111 I I I I I Ij , '� � 0 � I I I CLOSET W FITTING ! 0 . I ROOMS A.L.B. SIZE DRESSES I r FITTI STOCK LOUNGE BI GIRL ` I Toy 703 Oh ROO S ROOM (E) 706 70 CI 411" 204 a I "Si a •i - ''d FPI ) lar 1 -M Il k --- 11117 PI, :, :. /• r �� ammo warm PERSONAL SMALL _; . - •` • SHEETS A.L.A. CARE A.L.B. KITCHEN �►� . - no nis APPLIANCES • 706 4► O I I , COMF., SPREADS 8. QUILTS A.L.B. I I I I I 111- -HO 1.- _ 4 HOME DECOR ,: _ _ _ _ SHOP I I I MATERNITY I I 4.-- 703 2. n I � r J C _ UVENILE A.L.B. J 706 .1 3 0 LARGE ' � . A�i1i T1rP. DOWN A.L.B. I MATTRESS I I MEDIUM I I I `` WINDOW \ I I 705 705 1 705 .\ 4-6X GIRL \ 704 \` 0 INTIMATE IL \ \ 0 4> - BLANKETS A. L A. AU6N 7-5" 4 -1• APPAREL % 1 T06 - - - - - - '� ' � t .e,.. `\ ; KEY PLAN — —IV-- — — All AREA B PILLOWS $ I, .. MILI 4 0 Q o `� _ ■ i ll -F- 'P-- - PADS A.LA LUGGAGE ALB_ � � d .1 0 0 - ,. i,� 4) o � I ,,• ..,, /II 706 111111i - a .' - _ _ — 4 , - -� - - — - -__ _ r �? O S '� /. I aio 1 STOCK STAIRS AREA A I � ■ R ODS 4 r I Roots (E) .. I 1 I I REVtS10NS i 1 1 – — 'd aim ELEC 911 110 4> 1 Limmolons MI aIIIIIIIIIIIIIIIIII I NI .11 :___ ___ _ ___ = T. _. - _ ion inumwwwwwwwmimmom mom , IPA M nu w . '7r: L - . .. . - : wt.. imovit, TTAL t• a r2 - NAM* PET Sulionis. t• Z7 Q SECOND FLOOR PLAN - AREA A WALL TYPE LEGEND 14_, � - FLOUR PLAN GENERAL NOTES FLOOR FLAN KEYNOTES LL � SO MLL 1 wrE Aare wwr r ,■ 4 . .,�MPICIP, I W1" Zv i c pa ARCHITECTS. INC _ . P_ S Pan . .n com am SOHO w�Af1A1 s A • Fwd rw�s _wr SOW rerLATIO L few& FLOOR GOVe� * r Alp olwwb A PROVIDE ere all ALL. MALLS OF rYrnr� ROOM Wm. +ro�o�a wn+rs may carve moo am Prom wv yen caws Moms eV rMU.s • MO* rwU5 10 OE err comimoteL • . _ err r+do wOa,�T MINIM Aip A11r ROOM 1�nditl�ler NO ACCESSORIES NE PROVICEP en► aroe� Ma /ETALIm net caul* AR 1s rMNE eee11M!!m_ • MALL • woo w 'waryGT wean to r eMAJ.A?IA1 OP FLOOR I IMAM LS At O M 1" 3 . err Wet 10 OT A s sirs Am MAL, 40114 . - ; Deno Deno sVW 10 SOWN* 4 10 l gm sou. aeu�s . ,� 11001110110 rw�lr w"oA?�1 AD MALL SLOWS reorRelD +raae� wry c�a ,� ' wan was w earl Awn Amp Arm z cat A11 - , . - .' : 1 -- F R E I H E I T & H Q v V A:'!a/M►16 wwL1S rem �! DE ME ONLY) D NO �OMQi . •- PC srrOrlsr R. /I011 NORM OR *Jr OROOM M Li w 111E 'VI. M R. I _ I RIL NV ME CRAFT re0cw► ARE I*Il�ra� err MIR MID (� ma re lLS w �r o , 1'1► I Ma OWE .�� ]11�: •111114111.111 w... �a If!!' 1 _ at �!S 1l�f 111E '� UMW #i0 i� M Kr 81. ID_ �r M" Op • X072# w solliP AA' 11.11111111111 Driers VW MIL wD s��I�E Move NW . == Id1 1111W MILL wa COLDS PM SAO 811111A11011 MILLS MN NANOOOMP COI M'� E�ICi1 TYPE OF WISP I�l�l�.'r � MI e�ViNL� • L UMW � pimp coma �� Gwen swim pm rlRI1�E � MOM _ mil mi. �A�1QI MP - =111 me O� �11E OW �. , A�<Y WILL OE tat e I C" • 1 10. SOO, AT 1?1a1 a P/PI,Lf IMO MAN row Mt WS* lam R�OOR �GOlwi NM IrLieD Now IT WS* IOW lanOL L. Tom! • p! ,pl• s IM Mena MID Mal 10 cans �I1e11pR lrl� � 'w3 MILS NA11M�� lLQ1rE 11014010 !� PIOUS RR . - ., elk w17oi�+�R Mu. rot L! ALL a�wc� 010/1 1121.0100E �1ly1i► olr�wi► !�► e► MM. _ 1.111 N «�IIGw� ' ' v• Jam► �� I rpI R SON " �:, 1M�LL 1 wD neat, IMP Cpl Mint Q1. : " . Ira c�eLii Mel 4> 8 8 1101 011101.11t M Q 11 ! IMV rwL �eAlCl�wla11r1�8A'�ws PIP �'i► e urrr WE � i A ~ MINI +eti. Mr S Q � • M1 PIMiar MILL a.... lei Mi A wa E 1��014 A Lls. Si Ill I ~r ' 1 i� Y'MAC& AMPS* 1101~11 1M MOM I* Ill MOO* PIOUS 11011111111111110111111111111101111111111110 M y111M�/rw11�� ! • 1L 1111E 2,0•1557 , Mina ~Ma MEE !J ► ammo sort maw wD A r s l IR lrl Moe* a Ma i M1 Pea ........ I PRIM* FM 11111111111111111. Pi 111111101111P fir MOM 11111,111/111111 NO . =I MM. �I► jX 1wi 1v .1111010E NNW , NOTE: TO A3.,O -3-I I, MUM 111.1110M000111 A _ MD 4 A8i FOR FINISHES_ c..rrarwrM. ili oli errs we • S Mr 0 111 • • • • • • 19 18 is 16 14 OD (1) GO 1 O 9 8 TENANT IMPROVEMENT DRAWINGS j.: H � FOR ■ ■ 000000 � — - -- 1 o a • erillA, ■�� � . -.� CAME • . " . , o SEARS I A C <,,, - - , o o STORE #1139 TRAINING RECREATION I ROOM (E) I RO O M (E) O / n MEN -. 1 Q' INFANT NURSERY ® ® ® 1 ♦) , �, O .rte �+ `. 0 - -- -- I STOC&ACCESSORIES R OOM (E) TODDLER GIRL TODDLER BOY d d _ ji •�� �... _ _ � � � SOUTH O 1 2 1° CENTER MALL ' 1 w I w r CAME ' a CAMERA I I I I I I TU KWI LA, WA ' 4 d WOMEN PHOTO ROOM A ROOM B � � il kO P maw i I — a . ' , 7 — 11;p — J COMPUTER i O - - - - - ER ROOM Q - t'� ` & TERMINAL ROOM (E) �. �: H e R I d L _._ ._. — _ _.._J Eli eMOCK, SEE err. ►+ie -i : � l 0 0 H&RBLOCK 1 : I Q Q MAIN STOC Q I - � e __ - - - - - - - -- - - -- ROOM (E) � � � I I ME MP �' 14 �� STORAGE INFANT APPAREL 4 -7 BOYS 704 704 ► *-1-4---r-_, 2T/ Q1 4 TUXEDO 0 EXAM r } � I � FOR • _ I *Ilk ,� - a. - 1 FITTING . . , . . EXAM ® r ------------ Q , ...,_......................*_ _ O O Q . I D/18/38 a STORAGE EXAM ELEC 0 I STOCK 209 Qt 1 � ROOM (E) /' � INFO ! MATCH 0.- it 0 4 Air G f 7 e ai EXAM ;� Air- WAR, Stirs. w-i ��� T O MI-3 O 0 ■ © 2 $ WO. RE: s , IF.:;� WATCH STORAG Q CLO 3r► iik Q 4j■ O PTICAL I . I ® - I ,STAIRS l` PEP STAGING I 05 A 0 i ® W ..... r:______ 1M MI .............6.......... . OE& °' ../ 1-11* '.. . ,.-..'A.. t-- 4 I <> 0 El I ,, , ,,, ,.,,,, ..,, , ,i, ; , I , , , ,q, SHOWER CURTAINS « & ACC'S A.L.B. TOWELS A.L.A. NOME ACCENTS A .L.B . 'u: 111111111111111111AF Q i I !��; L 1 I BIG BOY 705 706 �� r 1 1 704 r r� ,, i C , T =� � - 1 – IP — sili -41 IF t i I - 41------- M D rfP. 4) I 0 COOKWARE TABLETOP HOUSEWAR S VVOMENS SIZE j A.L.B ALA. A.L.B SPORTSWEAR ® 705 105 706 - - I I I I I �r I 1 1 , i A r . I t IMMO I I 1 t I t I 1 ■ I II I 1 I I .V i I I I II I t I I I I • NMI I 1 NMI 1 1 I �! 1� • I SIMI f 1� 1AL 1� I 1� I I�I 1� I 1� 1 1� t 1MI I t 1� l� I t� I 1 ■ 1�� i 1 I I � I I I_ ! ■ ! 1t (1ATGH.ME �: '� PETTING • .� — _ --- ROOMS I Ei N FASHION `� �`��' / ,� _ Q MA � - .. Ai dk BEDDING A.LA __ — _ _ f Q € ROOMS ROOM (E) 0 KEY RAN ' I I I I I I I 242 2o3 0 I I I r AREA CLOSET W OMENS ,ii PETTING ROOMS A.LB. 1 1 SIZE DRESSES F1T71 P . STOCK LOU BI c GIRL 2X 106 109 - • • ~ e I)) I ROt'. M ( E) �a ® I _ 204 € ^ — 1 0 lir I ' C I N FFI NV AREA A TYP. 6 , _ _- ,‘,) c . _It_ _ Ilk —11 4 11- \\> pig •\IP - 11 4 PERSONAL SMALL 4 %.&&& own= Mama �I► �� M 1 1 I ...f..... -.. 1 1 - ....N - I I 101.1b' � I► 1 ., r- _ ` 1 - - 4 I at 1• 22 it ft SECOND FLOOR PLAN - AREA B 9.E. illr a 1%0' 01.1.101G Mir SUIMITTAL, NIII7F11.11BP I r IR WALL TYPE LEGEND FLOOR PLAN GENERAL KEYNOTES -ems __ _ (VOTES FLOOR PLAN �.s - .�.a. or pu ,/;1, Dorm r IMO s _ MU. TO s1w1c�1eE AANNE NM I I. OMEN Resort GpCOWS* MPLOW Alp rns1l~!. p1AMlWb 1R R7E.s as s CIF Wr�1i ROOM PI M* �t�11i �` .� .. ' ATIaI • A' >oc11s1M►11S mils ww. MID reOaAT0a1 �, sr WM 'aa M GT MIR Mkt Alp WOW NM MMIIt1 ICIRS Alp AE NOVV1j� fir arbt Alp STALLED °` EM WRVS KNA NMI MOW �r0 r man an Ms WILLS a r!� �+NUs 10 OE Pam= s+r caraw�cl we i T mot it, s emumia1 x mpua L 5 a O W meek sr c a • w � c , a k NEW 1 0 911 Er ~I-R/ S No V I T A L elk O F R E I H E I T S� H 4> s . SNP MI. 10 'S1 1ME MOW q� *ILL. cam AIL t or war M�M►11o11 Alp NU. RCM* RCM* 1lD rseR wss coact Amt was IN 1— - tip 1�1re1 z op A11 Ada Ada �� ��:' ��= (� De •�; ' *us /fM •1 �E a<� 2 *11E sR9w' L rM� MALL NW= 7ME Ta OE 01E4LIVIIIPIED AND ARCHITECTS. INC P. EO �Llari 0!'1Nr►11a! 1p at 1 or "E Z LMT'" t 910 SOILVri ND AE air r /E'1n11�'I� sr a AI• ` 1i R . I o F Kr z-Puma S • ]rl" Oz. Pima. air* lu�E s� �l�1I Lla in,; 4) im, D S_ MIL 'Ri SrOC.#E ABOVE *RI !M Sr_ 1 10 MU NIN »p X11011 ~~ i!:l111M1W3 WALS Ills d,O1 MR EOM T TYPE a< MAW A�SLY. OR M �W�LOE' • IL WOW M K Gae1MIG10R C� -- - WAR SIT E root 1Q L,ACE NV 107 IA! m. Or M w a '+11541' asrw il , Gm 90119 1111111LATIGNI i NM Oil V tip M MOVE we say ate (PIIIIMMILY MILL OE PROVENID FOR EArt1 PINEIRMOR +�. ��, 1D M1IOVME !M AT ►11011 w ROLLS NV /1117VE GSM& !ARM NM le FLOOR COMM NOM INIMA P NNW IT. � P NW Ilk • GOM GPO DRID R 40 ..._......... MONO __ rM1LL COUP* ®, rtes >a r+Ne�Aa1r MVO* NENN M�►1 b WALLS M 1r orr�1 WW1 E E 110154,00P �OAi r"r�1r1r s M R '. lei Pet WAL PIPE MOW �A. ALL. aa11ECK 001- A>0 Mat r �17p� AIEAi I lei /r - •• AO nom gm sum %di .... MIL PINEIRMORII 1p MM. !x0 cam M► art oamota XL MI ® • Mae PM 4, l : NM c1wRrR � - 4 MwoV�E nova IND WALL PER � E r r G d s MOB A . w 1 _ 01111311C NO. Mali OW 310t Y14///11 NM M ALL • maw �oOlrrr�tE M I1wa1 • ■ E M110rVvE MICA M WRL, !!G Pet Q rlvr SW awnwlc 4MaaI p • so m n. v a ALA. IND 10 E rwrMP ID A LEAL 4 MOW • • �~ -•■� 1'1l1C/ Pumps umA' Mali lam * ALL a Nous MOR 11.11 MIKLIC OVEN** l L. SE 1)02 " 35 7 X b�rwi aMR�[ PEW . 724 bw met rm. 1O A 1 4 NSW ! III • NM a M1 M . En 1d1 gap MU. 4 �O_ A - t 01 NPR 1001.1100.11 Lrawrr� Pr ■RAi der MD NB PAW 11P0100.kli NOTE REFER TO 5P ETS A3.04 -3.11, musirsigameark t 1 _ A8 .O 4 X8.1 FOR FIND - 011M0114111R NOW MI ft ftrlrr Ott + 3 . • Or O • • • • * • • • Al r 1 TENANT 1 9 18 GO 16 0 14 le e 0 i o IMPROVEMENT 9 DRAWINGS I I 1 FOR ,T)4 X14 321 I , 4> ! ,, i I I c: o ff' STORE#1139 x © O HOME ELECTRONICS ` +�► --- 701 I O 1 -- Amu.. 5 - SOUTH CENTER MALL lur 5s-/' 40. FT-- = TUKWILA, WA I I N►I . 2 ' , , L TYR I — ____Npf____ _ M k —I 4 - L _ i 4 Il k I 0 `t COOKING/ SPORTING GOODS HARDWARE CLEAN UP LAUNDRY Term 707 0 L- _iJ 707 Li lot 701 i . --- i 9 9' -6' 14 C ^R 1 i , t I .. i 1 i 1 i 1 i t .. i 1 . I I 1 1 I e s 1 1 1 . I ,I ! t I �1 . I i i I i i l I i 1 t 1 ∎ I t I I t 1 i I l i I I 1 . 1 1 1 i t I , . i 1 m o l t 1 I I i I 11 . I I i sum r amp . I I I r/ I 1 I � 1 1 I 1 I rwrom • • • ; I A3.45A"AT ; ' 1(11- lih- i ; ( 4 T a0 I I I I 'I I I - , ii 1 REFRIGERATORS 701 4 ' mi a , IF- 1,_______ Al I • . . 12. i 23 t i • . LIGHTING/ - PAINT ELECTRICAL ' 306 707 . 707 Fi 1 I I . I el 1 • T-O' 14-,• O c3- I l l 'ill- I-11 , 1 I I 1 I I 1 PLUMBING/HEATING -o• I4-4 P'-a• 707 n O O r� � -1 �►• �I�� -�I yr " VIP v 4• -.-- III iii 0 c O ^LIB ILA N FLOOR CARE/SEWI e - Q 711 KEY PLAN 1 4 1 ...... ELEC ROOM ............ 11111411 MI 750 0 rn'• , w, r -. AREA B A 304 L A —1,- r '''. L A .11? •r . - ig> . e ,i. - [N09 STOCK © ~ I L : / i i t : . . . , „ , „. „ , a ,.. jiliii- .1w 1. . ,w p. I I iii iwi STOCK +� '�� ROOM.. - .: re 0 ! AREA A ROOM * O TM • . ■ 4 ` 0 STAIRS I 325 I 91-0" 4'4 i - - - RECONFIGURED - - — /►� I '� 1 STOCK ROOM (E)J O ______„. I G 4 I O • .— ° ROOM O I - Cirt• x ; uKvrILr h: v 2 , : c , O REMIT CEV TEP a k ,� - - VOL aPPII0M1IL SUIMOTTet 1 22 Q - ; -. WADING P'ENNI" StilliTfA. I. Tr 02 THIRD FLOOR PLAN - AREA A ~" " ` r SCALE = VIP = rro• IS> Gp WALL WPE LEGEND _ FLOOR PLAN GENERAL NOTES KEYNOTES - 1 a,S -� FLOOR PLAN ... r� 1 / weaver M . ttt Merl SPIV w cr�rE As�c pew t- REAM FL oo t ammo 'um No + alaI Ad PROVIDE <r!! ON ALL PALLS OF terns IIIa�s+s NMI* � mu* `V sawv .�e�u 1 • A - r �s ROLLS r SOW l A Br s MO 1 r yet r �v Mr win rwrY1TU � NV NE *So _ srt ar t Iry �rxAv Ian EOM COW. w.1.* NW TO MI WU. S Q, era MIS S Pe WILLS 1 0 er sr' amacia�c MERE MUM OR SOP RIS MIN UM Pr eV NE • ----- 'ID ye T Feat 1D relu►1(4LA1raN aF Ram �w10�rs at men Foam a' IOW 10 !�f S !SETS 4E1 OETM 4941 wat , /*1 / r s MALL 10 sllrlc�E 430 ...... a I MI SAP MU 1D cam An, ce�Ielr► MILLS MIN IRS ME MY) 2 I s IL ue , POE •�' Pwer1 r ►1Mar AID AID lMLL [LOW* [LOW* Ielriev I�et 1M� G AGT. 1 0ia max ems M 1101 Nl.d AMp ma ma ? or no NaI,E ..:: �:: :,,� F R E I H E I T H .S . - s�o aes� MIME 11E 10 SE NO Ms�1v,Iep. ,i R IH I T E C T S . INC _ A.. 4 P. S . --- A�I� �!►i 11I7t CR L Irk W 1E 'ti. LOAF' ''� MOIL 1141100111. I�1 MOE GIFT . ONE PROM K OM NV ® ma). r VT Za' i C J.$ • ]4' OL, re' 1 IQ' Low* 311.1140 311.1140 SIR IR �ESIL •w �. ® MM. MMII . 10 S1 NEW O M • • I ow • a a a U I IVO !NP M1rILi.1D �JU PON0 soma �Ancer cu : 11,413 LS -- - Imo' 01 r MON Till. OP WED / SY, CR All �11MIL U • I . US M* . i PILO* WOOS Pros Sf OLIE . �LI1GE � MOIL '� I ' 117! III- O T err W i �m w MEN ferm L� mom IT Z-141111110. CAIIIMI�S new N�..11 � � ems dm NOro : c. NV «! MOVE as � ALTS IDLY sou E PROVIDED PEN !'I 11E rum Gams se e MOW 10 AO�VRE alp wnelr►tl0ow w rirlLLS ND WWII au. MAIM NOE 40 - NMI' MIL. MALL M • emu* ape /MILLS MI Ei�Ii SAD MMILI ID mum _ _ r am /ItRMICIR MOO* �'� 1's MIS AM 111 IMp ENp1 a mace Mlp�.prlp EiAM�i mama MILLS PER A 1100M Pmt PM. 1'1"IE Leo 1111. e�11�.AL AV abet SIM M� PVOIONIV O' IIL1m co M MD ele MOM ea" .... r... ma,. iimersomos 10 �w� S� DIM MOM= it �' 40 DORM IMP ANL WOO III MP PO MUM MO I • EN O 4 PROVEN RHO M ARP MIL PO - « .€ II. �f C x110►' i 1O ENO OT A .� w P LEN! r�IB 11D. A!� • I E NOM 113911 OMtI�Ii�II • m «/■! • _ . !'J PMw. ION t� sr MIL 41... �' MENUS i# ILLS ILL mom !!K. . r KL !� 1p E r::=, 1<'It A L 4 u==: 11 10 2 1 'v m Arm eEN1a' MOM. MIf MIL A1,L !'J NUS PEN L .� • lJENes �I MIK m !ew 4 - • - 4 - +'4,'m 41 a sea'pm swam 1I0 A L� s 1 1 'IR AMU r /MIMi r /rt11EN soi,.... IRANI 11,010414111* ■ ,� w. UM IND MOM 10 SWIM E mat iiii) NOTE: TO A3.aOq -3_I I, 105A I, .o 4 Ail Fa. FMS _ tsom.r•aille a Nit 4rrr .e • s _ le • • • 1 I 11 TENANT 19 18 16 14 is le 0 1 IMPROVEMENT O DRAWINGS <i> , ' 4 I FOR I 1 6# b4' SEARS u 000 o0V000 I ,�, vISUAU DISPLAY ____ . .� V lg . STS�K STORE : ISUAL/D►ISPLA o i �'/ SIGN ROOM E it., • 1 0 -- < 1 ) P.M.T. (E) RE) 110: Ell O STORE #1139 ___.N. 0._. - (1 - o -- t ....., Ill ISUAL/DISPLAY 0 FIXTURES (E) CLOSET - .* f■\G - 322 0 4 En 1 SOUTH CENTER MALL 1" 41 . V . r TUKWILA, WA I I - • • - . _- I I I I • -I le ° ° . 701 MAIN ' 4 t ° 0 LOCKUP (E) RETURN TO • VENDOR (E) 4 ® • I STOCK ROOM (E) I I I ii 310 M A IN STOCI4 i I 30 1 . = ROOM (E) 0 0 II • ) ELI i WI 0,, p:1. ■ ' 701 MAIN I © � �, � ± �, 0 LOCKUP (E) 4■ 4 4> --C11--- • � I: . 4 libi llh, — —___f._,_. — r li k ---- — L .1 0 — — ill'- — ---1,10—............ — ii 4- . 11 y Al ifir 4 41 306 IWI. - O gli 0. I "' • • Afi TYP 1 L T ' 1# I 328 C LOSET �+"� lei pi I I STAIRS A ,� _, o Tep I I I © Q • HOME ELECTRONICS toil ,.....4.,..,.. . - gr►�i�r, ti.: (� _ - I . � �. i , �'- . 701 1I f`I Q '_ y --rk- 1,, 1 ..- , o 40 I I I I I W. o ---L- I I . o 4 __ •D 'I'-0' 1 TYP. - , P — Mk _ f , .,, ___1 IMIF___I . _ il k — ______ Mk_ ____ — i I./, � �.; 75 . , COOKING/ SPORTING GOODS HARDWARE 0 ` ` Q �� CLEAN UP LAUNDRY 707 707 , _ A TYP_ 701 701 I Y•-4° 3 -6• - r I I r I i t , r r 1 . I . I II I . I I I 1 I MEIN t I M , I I I 1 ■ 1 a i I i 1 l �� i t i t i I i, I _. I i I r A3.05B � � r � et , I � I � e I � � r � i r arm I � � I gam I � u � I � I L I r' r � I � r r� I limo • I u■ O I A3.45A Iiik — NIN — _ , I 1111-- i f 41 l 1— 3.? L KEY PLAN ' AREA e I I I I I I I I REFRIGERATORS 701 AREA A REIASIONS — —lip__ _ I,- _ _ip_______ ______ t i4 — li _ ill _ _ 411,_____ _ — ,...,______ Kill 251-0" MIQC ygp • LIGIiTI 7/ , ern. pc ;uc/ o AI wrT ELECTRICAL �'. 1_ - 14 C V 2' X i , ' ` _ _ I : 4 /1 ( --"%; SCALE 8 me it r-cr ____ _ : _---_-.: - - • -+ 10‘,. S uplarnti 1 171 it THIRD FLOOR - PLA,N AREA B ...... N I 111.111r7111117 , I i WALL TYPE LEGEND A „; . FLOOR PLAN GENERAL NOTES FLOOR PLAN KEYNOTES z 2 ! ' L sI 0 MST's* WORT MILL 1 0 m lel sw Nu. 10 SWIM NixNe mng• . rMl� s M RO MC WARM Raw AV POW a A6 , IIIPPIPISEas .. Sary �etlLwnaMl •A• 1es rwu. 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P E T ITES - ' f I E -° I EE ACCESSORIE I � �• It. r. ms's I I I '; x - r - _ _ �. _ r• _ t = _ � - -. r = - ! - ► — tire 7 ] wrrorlos wrbws r --- > I -- I �'' SOUTH CENTER MA All El 11111■,. 11; LL C ALL �-.o�t STAIR um ] -. �. `�" Ir I I I x S HOSIERY ____=_,___ - - TUKWILA WA , 7 ^911 NT:' • 7 . ' Gil' ' :'r. - - - I 1 II a.. �,,. /�� � .. �.,@ E? �� . -- " - -�'t ,r `` �E' -- -_� • si - / 10 , • • _ �0 • + ,. I ' .... I MENS PROMO y► I' WOO I I k AREA n I ,„1.11 f IIII C 1 -, �J4J I 011 ! I , p li 6... 64 16 IMMI roorwita I i I I I I ± , I \ . _ G '" HANDBAGS /acc6so1�9 I ., J KIX ] €8-3216,1 :FrIlihrlIAliNNIII- El / ,- �"� F r:, , Limos-� I mo, -1� � : � _' _ :_ �,I� ((:- _ I c _ * T01 - I �, ) TIME our s+owM 1 I' , 1 Y L___ + TO. wr TOT. WT. ,or. wr. w ___ ✓ ,'/ •Lai ! �, 1 ; Y . �I _ 1« 7 I� ACr4 � ElY ,'r! 11 T �� - - '� tll4.d a �t _ >` �_aaru �.. �..I r \ ,rte ---_ 3 : i I i — 1 @P - f ' I I = L ; , y 13 la _q - I f - --�L - Ir. rrD. -- 1 - --r L G! I 1 lop 4,4 , 5 11 � , 1 5 r . '-" i V� T om \ �.� -.�. - —I 13� 1i DRESS SHIRTS/ �` IL - � .,,, � I "'"' `ii. — I 1 `' K �- - SSNAL ' -� NC - S E INE JEWS R COSTUM : fJ.[!JL° - ""°"` """s ' Iron ar JEWEL J:; ._._ r t MEMOS 4 = li I I 1041 (, WE • c; �a �., ��r POP‘" I RIM r _ r r ; : 1 .. WIT M I r A3 OB ■rte I I - r I 1 I 1 I I I I I I 1 I �� I I I 1 sm. I I mom 1 ' - L L _( ` pia_ "• 4 I 4., I I -_- -- - � � I I I 1 I I I 1 1 I 1 , I m -1 I I I It . I I I I u I 1 I 1 I 1 mom Ij 1 iG1 , , r — 1 1 1 1 ma ,rte _ ,ti ',-.40 t', 1 ; Si* 1 Oilii+0104 .,■:::-',. • a � J _ i rlonl�E _ C� 1 1 M ,1 0 ,J � ` �1 _ I 1 13 . .7 I _ -. _ ..� - - I I Ili '.�. i t �••�• I i ��! I1:r - ;_.. . - 1 ' _ � - � it � iiai WOW (MOM 1�1 J - raillni, � i 1 A/M.i �•• , s 114� L J M I J FFF _ ll s ill (in moo D RESS SLAC DRESS CLOTHING 1 `, rr _ : ,� 1Seo a a„ a .M " � t- � rlNS la�stanr !•it:� 04 Imo] - --�' STOCK IW .t -� ' - �'_ ' a __wt 1 _ CL.ASSIFICA7 ON�., [� y. Lr ] fir y l i •, I - .a.,rnl./ .... I f 7 •� �." I i - 1 M 1 :. 1 I �� ` l 1 104 Ta L ` f. y mum 9 ROOM (E) cm ,,-* '; L. + ' + ' ri- . • I fl • I rrIfel+1 -{ ' � _ . -._- - - • i 1 to it E ,_ ._ • - T r • r i ' { r T t r _ R . , ♦ _ T a .....,; 1:4i 9 [ I t- i !.I se CI 2 i c 1 [ -- 4 ,-:, i „..._ ___:_.., i ,, i r,--.77- �. r~�� ..... ; fi r' ,�t' �II� -+° '7 . i :I . -- P " Fl r L - j- _ _ __,__1 -- li ' ' a 1-. i I I - i r t• F 0 . I � ( , ' N I 1 i I J ; F-1-. it K I I _ _ - F ' -� . a J 1rr- -� r ___, a : I r 1 — • u-. f— �' 1 , �, BI AND TALL 1 • I 9 r 4 r^ - -� F!- `'`�� i,„... k -7- 1 LF ,,,,___:/„. " I ! ! f T L EE1 t I '' i I 7 ! J ,�1 fi r-\\ r \ ~ 1 Ltlt1f 1_.+7. Wit. 1 "r, w 1 r 1 I t ��a�_ r .0 ____] - � OOJNGA11�ES . - - ..r -_ __ _ UNIORS `- SPORTSWEAR ; DRESSES E T , _, 1 ± I i "! SSES TIM M " — '' ='I -- Tao ?,7----1 er F -i i �•- u ' , 703 . — (M I It• I E 2 I I I I [1+14 } I I �. .12 // j: [tF IlWirja- _ _ __ FASHION ACTIVE aoMOICIO t i t t-- 7 p1{ r-- .Ir- TdDl�a r-- i , {E 1 Wail g [ 1 s 1 s t� rte. 4 ! I r j ! M '-� — - _ ■ l - ter r 1 1 _ I I I 1 t 1 t I r f� E i • ft or 1 1 I � y _ F _ i ROOM li s� Q 7 f , ; �, r2L-2, MI „._,,-----‘ ,. 4 .„....: ,,,. S I I I I FITTING > ; 1/- , , 4° t\ ' \ II -�� .1 +- � i 7fAM �� , � \ ' , //''' , KEY PLAN ' CD (=ED D a �J ��� % ti � /!X \ * ROOM I' C�` w `' AREA B Y a71t'� ti AIM L�� L _ Mil . -; L , ri r i- `=l - 1-- ■ /, /' '� ' . 7111!: Al A ilhil x ..- r— r- • ONIMONINS 1 ; r- ---- -. ' r r° °. ^ r - -- s- - r — r ^ �- K~ -+ :- ' - r s- S ORTS R j f, \ � %hi - 1116 - -- ...: ill-i------":7---1*-- jam _ L • -- on 703--u ti ____� }� —I — �... se ws �. .. ` • TOR. AREA A ____ ._._ -�r1 __- -__ -- - - -- -- w - -y--- D 171I�t>r1 . - s e- --. - s- -�. - r -- r f . - r -�" ..+-. FOUL REVISIONS ' I - _ GP - r .r , En 1 L . _ j - . : - - s ! _ 1 DENIM • 1 - . - - CH ROOM 4111 1 IM 1 1 �• Lt.: S R �_ iiii 1 E 1 f- � r c ,- H STAIR ! - - - - 704 . i , i _� - FF 4141 , - k I 1 1 . y- rj ,„,,,,,,„,,,,,. 111111111 I C - - 102 ' - - 1 - _ STOCK IDI U . • •• N V _ , STAIRS �-- * . - - k • - - — ` rr nit I - - - _ _ - ROOM �� • • (E) STAIRS 11 - 47 O D -� iNIIII ,vim ~ H I I ELEC. RE Gs — — 0 I CLOSET" I wc. su merrti 1• n 12 euaa.r; err guwrtr+rt v r MR FIRST FLOOR FIXTURE PLAN — AREA A 3crvllE • per • roe 3 1 1)0 ar 55 7 , . V s ' S FIXTURE PLAN GENERAL NOTES - FREIHEIT & 110 • I Vllrlr 01154 61101194191145 PM COWIIPCINDIR6 GOISM=110 G1t i Ga1a'namd ,+A R` H I T E C T S_ INC., P. S. mg* io mounges row ve poet. NV wire ve noritcr wells rAigrr liOnE nowt WEIR IIIMLVUE •!w ISM or swl+rsrr 011013 M!!•i 111E Mow PM 1.121801011111, •+esw •F4511011_1. P M, No soPeu mo er GOIIINACICONNICIVIRED WAILS Ai fleal lD 2 WIN V OW AIN lo810IaE' Plat art wa o1%/a10I OP 1111 1MININIUMS EOM z& AMP& MC 11111611 MR et r le Dot 1113111111116 a 11111 A WSW IV abet ASE 1IIIIR E IMINSINIED. NOW AD . Mar 4 WNW WO / saw «Ry me sac aroma/ ML in ow Aai . — PIP, NW M 11 ' aRRY'ICMI�[ ` /�IrrlrG� 7 gA/r� 11, comogloft Poor GIRT KM 11.C. 0111..1 Q ME w AIM PM 118,11.11111111LOW O< Mir ammo 11111 aA MOM Me C111111.10!i Ili MOM .47 94Er — — !i a111M !MEP UM Plow MA sima . mS • 06A - / . - . a w I• IP 3 • • ' 0 • '.r - 1 , TENANT 1 8 1 6 1 4 a e 0 0 IMPROVEMENT 10 9 8 DRAWINGS FOR 1 _ SEARS ___. 7 ..._ . ..„..... • +~ ~ .0 '.'r 1-1--- `_ - ^�r__r ► _ r • Cis al STORE #1139 .........---, •,,,..„..... , . STOCK I I -- ~ - ~ — ...j PEP CUSTOMER ASSET MONITER ROOM (E) 0 I I RECEIVING WAITING (E) • • r TECTION ( I • OOM (E) toe f' I 1 6 I 1 ® ® m 6 Pr — STORE CASH ••—.., SOUTH CENTER MALL SHO 1 STOCK ROOM (E) MANAGER (E) COUNTING (E) INTERVIE (E) OFFI E H ` toe 1 ® ® ® TUKWILA, WA I I I I I I I 122 HUB SUPPL HUB SUPPLY n r P ROT. . 1 � * I �■ In MI I HR Q ( ROOM (E) ROOM (E) , , 11E1 III ""= i S MANAGER f� '� �; r ROOM II CI s7E! 1a [ _ s7174 ,�4 97174 r• 74 n,7s i 47174 a M sac:r{ p I 110 _ OPERATIO PEP HUB AREA Li 1._ z= - . ' " " '" 1 C ♦ • (� COATS I& LOCKERS (E) E C i wooers =` MANAGER (' . � g. FOCAL '� . - z u � � '� •• oac ..� ® 123 p ,,- 4111 - . ,III iti _. ■ - _ __ TO - I - �`�; r �, ,f-a- \,._.„:„), ;_ � .c fil .mot , AOf ItAll , ROOM E ! lei I RI Q O ... - - - - V ' L+I OUTER =MI I � I o I1 1 rte, �r _� L .., ' � 706 ______"'j. El 1 ...1 i . , .., t :1 -_,1 = -- sir _ ; 1 21i STOCK -L - - - - __�L �, Elll 11 nil 130 Imo w ° ' �i « 1 � QRRIDO' ROOM E F ECFI Nr (F � ', . t NI I FIT / „; 1 /\ 2 ' E 1E3 I I IMO KIM El rt.:wig ... ce. + 1 .. lir* 2 _ 44703 t" 94703 ■ — woo 7045 mD!, /AMFTIC 0 I Ilk I grairer I ' Li , : :i - i I '---1 MENS STOCK /b y0 tOiLN L_ _L_ "L. _L_ .1_ _ zumauseirs ift :er v � �� sena / LOSET ROOM (E) F - r F � 1 • i I I i I < p 'Ii � = HOSIER — _, , , a ,___ , ...... ,,„,_._ ,, ; S _ 'a (� - r I '� j ' _ I [ -'°" r� ! ._ -- ' ._w I U P - �- -- --- i ' I Fe; / _ _ , r PETITES ` r I ` - r I r� I rir � `ir' M � _ ACCESSORIES ' �``��i 1 1 I . no I . I`t. sArlr ' LIMO HOICOws 703 - "- T I ' + ' I I i I iS;s ■ eater >: 1 r, I I ii i „,, —1. - , - 17 ' , , ; I ■ I 14442/011 , I • S• . 1 1 A 1 2 1 I I ; rj I ( 1D r.M 4.• 1 * 1 ,. MENS PROMO "I' 1111 _ - __ M j AREA r` -_r , - --,_ !, -- ,r____ r-'Ic`7 M70] �' �' M � � � 1 , c ,� I I I I I . �• 1 \ ` .., l II': , Atcapiowss . __, L f - i ! 1 IF— .---,--_- lir H►L P ` 1 .t;:i . - ii_ .,, / I r , ,..___________,______. i ! II ' ill -' .__J ' Ill I -- r , 'j `• , - r te--, r Y L - , ■,► + • 1 Tor car war. �w rr itz iti 511:2112 2/ 111 MIL. MK 60111/4 inIgain ,Th...,. i ,,,,,,,,,.., aa,.. 1..0 t , ' — ' . l ' � � I � � � L w■t Our � ~.. � � � 1'11 � "-" ._-_i ErIg "' E .----\.:, it I T"' e ou KU = .1 _ r r1 , �� f r tie ' 1 '�. 1 �`_'.� .-� • IA DRESS SHIRTS/ - � KER �� ,...L7 � � i `' - I r � 1 ! -� NECKAR S ' F RAGRANCES ` a ;1 •F COSTUM -! -- , e INE JEWEL 7Q'1 704 ' ' sr�raers , :� u - nor Won JEWELR , °. J id en 1 i — k - 7 -----1 4 ,�� L`"Fi I 1 1 ..lie C ' i - �- , ► � - -� t , r - ; r MS . g , i Q 7 :� D t �j • 1 _ _ +� t ,' '.' 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AREA A L-__F_-_. _ _ ms's ris 1414 r - REVISIONS ` ' T 1 WI 4-7 —VIP — hi ,...____,.. ^ i 4i �� r • \ 0 e-a._ 1 :'ti : r± -- a F - 1,11,0_ - - �� co .._ . 1 I t 1 F'*T' ! y n _ . -` Y t - ' IP BOG AND TALL ) — IF 1 I- I L I I �� �ti �� r r----1 I = '°" arc- :'� �, _ • • _ '� 47 _ 2 .-: k PE Carr - : P. -I,- RE:r$TrZATop, eft. APPRowsx sutirrot. ti /22 32 i. -- ._ - SALM MOOT SUDITTRA 71 ' Z7 07 0 FIRST FLOOR FIXTURE PLAN - AREA B 5.EsYd' =r-Or 41111 0 te '11 57 1 1 1 N, ailiencriessige• 1 IN i ta u F REPLANGENERALNOTES , FREIHEIT & HO '- viler, IElbMie4315 caner costeraves caealiveD at Ems COVITI011e A R C H I T E C T S INC_, P S F Cr MC* 10 PIROCRIDOM AIM . t Ioung. tap Rarer ii a Njoinecr M ►eLY ; MOM ]■D % E iit 11111011! •w MOB rA1Ir Deawi acas Lai 11c vaisuiernam maw MIA M'a!1►71pr r4135aD =4sarsa1w !fir mg glIPPLegliNtf WIIMACICII4WPICED glittOLS Ali 3. 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STORE SEARS I ##1139 M (E) EXAM � ; r i . -t ® I I F i r Ta..--, r I - r 1 - I r; , WATCH STORAGE CLO ;;,��y . _ _ �► " Ea Eril EXAM ` � OPTICAL STAIRS PEP STAGING !ai f i 235 10 206 208 ® A i 22e ' `i- ' �}, - ;- I �� k _ 1 _ I I I F - _ SOUTH CENTER MALL .. - - - I L. , _ _ „ _ - ♦ .�1 . _ , . TU KWI LA WA I " f I iii - i t _ 5 2 1 14 1 12 11 1 • 7 S - • ,----,,, 1.-- --, 1 Li-, . wain- _ 10 _ . 7 10_11 4 3 ; 0 i 4 } 2 emu 11011E O114Q11S :. _ _ . i - - -_ L 1 - A " . M MI MMOLE 1101E Iwo 1 -- -L_._ l._- _i_...,_______•._ iii-tmii ' � mown CURTAINS ,a �cc' I t I CAI, F 1 rT - Irf r - . A.LB ] FOC -1 Towns A-LA ] I _ � , •-� y f 'll 1 l ih III r r 1 f r • 2: }{ RD iX { .■ . I E L , a , .., 1 1 ��. .7M11 r i � II I SHO CURTAINS I r 'w. :� �, -" ... , . . s . $� A CC S ALB I r :1To . I I ' �' - ' .1 " «. .. 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Mr.S111S • .7111 s.r..c"' - i 1 ,t F I ' PIANGENERALNOTES VOW NM IIIR 1/R 1104511411 GOM ld ' FREIHEIT EST l H o MOOR PIMI P 11/ M■ 1,E »�IAO.•r INC., I S arm Valli ME VCSESPICT/1211 111111111, PC1R 01114300011111011r � 211E= 1111101111. MN Alp !/lt,!lerser commociamomoviow OrtaiLlk K a w11eie V 11Qi Mu 1100 sonar Mat oerialn+lal clr 111E cameo 1/F initonanin 111.001.111 MOM veolowL w■► c411140C10111. MEW [fa; J 0 mit I XL AIR 3 A 1p1 ir QOM TIME Mira 1r mow m1. mar 4 r11'1O ROM 11x1 1Eli Mir M'AIN'LY 1111• IS Quit r EE SW km rat +11111+ 111 ft,' lO�E 1�11111i1rE glull� pa ti s usegmrs NW MIRY MP IOC. caliPlOt $ AQI 11101111111111. i- Mar 61111101111t WE PION A GR1/A► NPR CMOVIIIINPS Ai SIM Willa+ 111ei 1/M SIAM Li1Nir rrRtillIE a llttilali rllRr OE MOM POR 111110111cot 111111111111141111111 • .......... . Mti■.a.. 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I ■■ - 1111■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■1111.11 ■ ■ ■ ■ ■ ■ \. ■■■■■■■■■■ - , 1 1111■ • 1111 ■ ■ ■ ■ ■11■ ■ ■r. 1111■■ ■ : _ . 11111112 1111 ■•M 1111 ■� _" (� rl' 11/11 . .- ■1111■ ■1111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1111 ■ 11 r 1111■ . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■1111■■■■■■■ ors ■ ■ ■ � _ _ 1111■ ■11■ 41111111111 •••••••••••••••111111111• 41111111111 •••••••••••••••111111111• ■ _ ._._ ■ ■� ;■ • 1111■► 1111■ - _, 111111111111111•11•111111M•••111111•111110111 111111111111111•11•111111M•••111111•111110111 111111111111111•11•111111M•••111111•111110111 - I■ O•5111. ■■■ ■E ■■ ■• ■■ ■■ ■ ■ ■ ••E■ •■ •••■ - /■ ■� ADD FITTING • MUM. - 1111■ ••••••••••••••••••••■•• _ �■ ■' ■ ■■•■■•■ ■11 ■•E•■ ■ ■ ■■■ ■ ■■■ ■■■■■••■■ ■■ ■ ■ ■ ■ ■••E■ ■■MEIN■■■■ ■1111■■ -- - ROOM 1 I " ■■■■■■•■■ I t.E TO ROOM - - - _ • _ • - • _ . MATCH 0 P AR LE __ _ - - . - . .. - _ I - . _ 4"� -- _ ■ II FITTING c,-6e) - - - - - _ , .(E) HARELE To Raw _ - S a o i k or R OOM �D 4 - - . . - - . —, - or - • �•••■•••••■ •••• ■ ■■ ■ 1111 ■1111 ■ ■• ■ ■ ■■ ■1111 ■ ■•■ ■1111 ■ ■ ■ ■ ■• ■ ■ ■ ■•M• ■ ■ ■ ■ ■ ■ ■ ■ ■■ AREA B MD ■■ ■■ ■ ■■■ ■ ■ ■•■ ■• ■ ■ ■• ■•■ - - - - - - . - - _ - _ _,_ _ - _. : - - - ■•■■■■■.■•■■•■•■■■i■ �T� G-66 f ■ ■ ■ ■ ■ ■■ ■1111■■ ACTI'VEWEAR 111111•11•••••••••••••••••• - - - • - • ■. ■.E.• ■.E•.... ■.. ■ •■ ■■ AIM 1 --iiiiiiiiiii- 7a '1111 ■• ■■ ■1111••■■■■■■■■■■■ ADD 1 d ■■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■• ■ ■ ■ ■ ■■ - - • - - - SPORTSWEAR ADD MD ADD • ■ / ■ ■ ■ ■ ■■ ■•MEIN ■ ■ ■ ■■ _ - S 1 , ADD , AM II - ...www....www.... A0.0 e 7 03 41- ...•. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ► N - ADD AI ADD ?- - Irk t; I DENIM I , GH ROOM -- _ : - , d - - REVISIONS ' vs 0 - - -- - - -- AI ADD MD ADD STAIR ' Ae,o I - H IIIIHI ' nuim iv . STAIRS _K 131 E • • , d 12 UP ► ► ADD MD ADD I ADD _ i i ADD u uimiiiiiu IiII a Ng I I 4 ' - STOCK D/74 • w. STAIRS ' ROOM (E) - • • (E) y ��C? UIIII IIL 1 411 1 1111111111111111111111111111111111 II ....111Amme STAIRS II 0 Ill 0 — . ELEC. I - RETRJ� i SON CL OSET Ira, wADWII swar I Ti i -` 1 WILDING KNIT SMMfTTN, ii 271112 1 --- - -, - FIRST FLOOR FINISH PLAN - AREA ` A 1 4 41:',.„ ) . 1 SfiER•y'aro► — _ - --- Mwip S � � . Pot = gm: - FLOOR FINISH PLAN LEGEND , FLOOR FINISH PLAN GENERAL NOTES EREIHEIT OOR FINISH PLAN KEYNOTES L. MOM nor GOWEIEIP sr M1.�►lrwi 117 OE P+�■e� 1u 011‘1011 IM�.rrcvlr ■ . ' MD Lit af r1 1111 Mr) & H O EIId�s ARM 10 WPM 11 A r►) /Mi11r1er r�pr MILLS 111010410 =PINE d wo+r RCM 1 T E C T S. INC.. �. S 2 Al FL iMS OINK MSAKr LAGS COM Dcr� ROOM* 11, r'r XL/ !' M I10l5 M•i+ MLLS MRf lQPI!■I r�ao� � 4/10 I l . _ VOPODI GAR NV AWL c an m CAIPET X I Q r' I ■D OW MR Mt' : : : : : : : : : : : :: N un 1t� r CIOIN1POWINISIENIPANNE AIL CAISIET ND POOP MC: 10 OE ILJEVIIL MOO Pat s arms MU /rp I Q •••se �/ILrEEliPt IGOB rnwA�IO� ■ PCIR el : : : : : : : : : : : : : Raows ws ■E ca1�■r�1a OEM alrti■r PLA>� MID R+O�OR COMM SOW Nom 1111 I ICE Mow morma• r�oM■arn all I 41) ! . p l PLOCIO pIEIS io (ism Powomp MOMS io E air MID f OWE A■1rle tit name 1~rerwow um Mr Port maws umeiso meow ritp rM AWR e_ INIPLAr IPLAW01114111 0410 111 CAM GOMM Pitallelk ID It 111141001116 NNW 0101111 I dig IMO COMM AS IOW GNAW SLIM °MOM IMO. PL+001t PI! us mu rat Pet lamas CAM IOW MON OWN* IMlM110 MIL AIM !MP COMB 10 111 ];:)(52 . 0, 4 3 4 5 7 OW IMIS OF PPIMINNONI l' ! E .1 woos It E l 111111110•11W/0011111=kr e' OM NO OM t At. It O MR MID "AM MOE A 1.011 • RIM `_ ' A 3.09A 0.041rawt•1 ~i ova 4rrmti at •■ _ 11 i II IP - J • TENANT IMPROVEMENT 18 16 14 (I) e al 10 9 8 DRAWINGS FOR • SEARS �— • rte. — rte. 7 ______ _ 4:1!) STORE #1139 STOCK J:: " ASSET MONITER PEP ROOM (E) I I I RECEIVING r WAITING (E) -� • • TECTION ( I' OOM (E) tOe P I ® :I I go I ® -. IlEill — MIPF SOUTH CENTER MALL SHOE STOCK ROOM (E) STORE CASH H • MANAGER (E) COUNTING (E) INTERVIE : (E) TUKWILA, WA 108 . ® OF 122 E , 122 " I I I I I I ASSE HUB SUPPL HUB SUPPLY I _ .. PROT L.) 1 . : - . ROOM ROOM (E) HR ( E t) 1.11.11111,1111.11110 1. i i ii I I MA : ' 128 S II r , ROOM - Oo m IIIII IIIIIIIIIIIIIIIIIII r 110 ♦. . - . MI OPERATIO ' PEP HUB AREA (E) COATS 8 LOCKERS (E) ' MANAGER (• _ ■, ® I b 7 Ls • • Ma MI MI Ma Aba Ab.0 AbD -- - I .. ■ d ROOM (E) ; OUTERWEAR M0 0 II 120 • ■ r0s I I Ma I ■ 20 ELEC J I d Aba MD M STOCK - - : FITTING ORRIDO • ROOM (E) pEC ® - ■ ROOM +- • 130 FOOTWEAR A ea i c-6a 0 MENS STOCK ■• All /I CLOSET— CLOSET— ROOM E :: - v • • MD ® ® Aaa II ■ HOSIERY • OSIERY 'tea I ■ c-b-r : I I Immo I f.....411 E li - , ■ Ma ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1 IA 1 1 .t.. -- -..... : MENS PROMO _ : : : : : :■ ........, le . _. . : • • ■■■■.■ ARE r■ I Ma a i : Ma L e �_ y /<) _ . D •. M • . • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ . ■ . . i . ■ • •111•1111•1111 CASUAL PANTS : T :.� •••••••••■ ■ ■ ■• + �, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■ / ■ •• IIIMMMMIMIIIIIIIIIIIIIIIIIIIIIIIIIIII 4... Ine 111111 •11111101•Millen....1011.11•111111111111111. - _ •■r ■■ .. ' _ : _ ■■...■.■ ■ ■■�■■■■■■■/■ - . itth ■■ ■■ _ ■■■.■■■■■■ ■ ■■■■/ ■■ :. . 11 ■ ■■ T • ■:uui■■■■■ .. 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DRESS SLACKS • ■■■ DRESS CLOTHING ■■ CLASSIFICATION - - - - • _ - - : : :: AbC AREA _ �a■■• ■■ _ -: � -_ � - - - -� _.. . - _.. :_. -�:. :- - -= - -:� -_ - -- -- -�: -- - -- : . •__ : - s�-os :: 111111111• STOCK I AllIk 704 ADD .. IN I 'a to - - - R (E � 111111•10 101 wwt •111.8 ... - - i •••1111 V ..■■ MO : :: ;; - - •••• ■ ■■ ■■ • ■..■ ::: • • - :: � � AREA A S.. ■■ :. .■■■ i■■■■ ■■■ ■■ - - .■.■ ■ ■ ■ ■ ■ ■ -- � REVISIONS I . I■■■■ III � 0 . ■■■■■.■■■■ 4 - . ■.■■ 16. .4 .___ ...171711 _ L.,.._....._.__..... PEr •trEn =7 ,- ' - • It,- .. -- r r ^ .1 _ I 1.-- -- REGGTRA t ` x[91■' KNIT 9unirrit. 1 27 V2 0 FIRST FLOOR FINISH PLAN - AREA B► s.J�Le ■ iv=r -o' , I a m s '-` - ism IF r FLOOR FINISH PLAN LEGEND FLOOR FINISH PLAN GENERAL NOTES ~" FLOOR FINISH PLAN TES L sr 1D SE —10 , G -- ■w. s ,c► ME. TOME ue�► am Lit at 'Lomas (I'M F R E I H E I T H O MOM ISM 112 MOM MALLS RP.) Amour 11115110r NEM MALLS * SW 1CP mE e . WOOED. A RCM 1 T E C T S . INC_ P S a AI M� amas RANI WO . NOWT WES B[7 ' CF . - - - S. R PAM *L ! ■i OS ACLf 1r.L�■i MILLS Ap 1'1!S Ma WE St 1111/1111.. la � ........ •.... P Ml . S EAClal cANFET No van TILE GANTT SI MD OM IND, 1 ••••••••••••• • • • • • • • • • • • .. GI�E� MOM 1113111/1112 E 1l5AT 1111 ! PER Blw '.E S NU GOB �MLLC i IR C�E1v�' �I .r wpm w ow amp ••••••••••••• DM IMMO! & 21111 PILL POEM& PITINICT 111. d 11 D E Blame► 14 E NO �D • ON 1 Mil DUE CD ,110E 1� ,E mu ! P mom Ma 1r6+_�■y I P OrRAr RJ► S 1110 G1O!"1` COMM M! M 1Q E 10, go 2 5 7 „..=, R Mil !R X101 ! 1 I INS CAM AO I0 i�rA 011�1E E� t � E AIM 'Q rlii[ IS MSS 60111111111M S Nit PINIBIrLS rOE 010•111P siltalirs sorNrrllO NO L Nile mow ! Sow NW 0� E fir OE NIP 11•111& 1 t /Y. SIR Ii 11.11 NO OPAL NOR A LINK 4 MOW 1 `°C)B IIIIIIIMIIIIIIIIOIIIIMIMMO cr ielp Name S •e IPs • • • ■ fa S • • • le ii IIP r J • 1 ■ 11 ■ TENANT IMPROVEMENT DRAWINGS FOR 19 1S 16 14 10 9 8 D„ ��� �,�,., «�� t , SEARS c ) _ ■ +t t,- - -- STOCK C 2os ® ® 410.- — s � ► I - ■ +t t -t ROOM (E) _ �► - ADA �.� . $ STORE #'1139 EXAM 1, �''�:''1r► ■ _- 1 ::! ■ Ell 206 1, ,,l r• ■�■�� ■ - -i -. h -ii I WATCH T r ADD ■ + C-64 S ORAG CLO LO' 3w' � ■� Gli �1►_ j �`� : Oh 11�� ©�� 0 11 11 ■I � I� i= - + -_ ADO rii5 2ce OPTICAL I I 1� I I , STAIRS PEP STAGING ■ � =iii 11�11 G-b7 G-67 r ® _ : �s ADD .. 11 11 ■ ■ _ . 1 ll ♦ • SOUTH CENTER MALL mamma. . men. ! _ r :. — iii 1 1 H !Ilia .. 11 11 ■ ■\ L I i — lillii■iii — :PI - 1 • TUKWILA, WA /� ■ 1 ■ , 1 A = 1111■■■ 1111 „1 i� - 'I � ; � i , ' 1111■■\ 1111 ■ 1. ■ ■� ■ ■� ■■ lul 1111■■■► ■ ■�� 1111■ ■ s � 1 1, �.■. ■► - , .■ •11 ■ ■ is ■ ■ ■ ■ ■ ■ \ ■ ■■ rl ■11■I� ■■■� I �!, • ■■■ ■■■■■ ■■■■■■■■ ■ ■■■MIf■■ 1 1111 ■A I1aOMI�� ■■ ■I' r 11! !' , . ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■■ ■ Ark Ali ■ ■ ■ ■ ■1I ■� ■IAN ■■ +.-..1111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�!11■ ■ �� �IA iN'ke ii 11a 11 ■1111"_ - I ,, ;, � ■ ■ ■ ■■■■■■■■■■■■■■■■■■■/■ ■ ■ ADA ,Ap,O I ( _ ■ ■ I d 1 � 1 �� � � ■ � � MIN IIIIIIIIIIIIIIIIIIII! _■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■�.■ ADD ADD ADD ADD ■■■■■■■■■■■■■■■■■■■■■ I .,., SHOWER CURTAINS PI a�■ ■■�■■1 ■ ■ « N ■■■■ 1111 ■ � ■ 1111 ■■ ■ICI F411111 II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�■■ ■■ 8, ACC'S A.L.B. ■_ ■ __ ■� ■ ■ ■ ■ ■Ilr ;i =a TOWELS A.L.A. 1111■ NOME ACCENTS A.L.B. ■■■ ■aal ■ ■■■■ ■ , ■ _ 1111■ zeiion...• ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■r 1111 ■s = ■■■as ■ BIG BOY 705 705 1111 1111■ � ms ■ 1111 ■ ■ ■ ■ ■■ !!!E!!!!! ■ ■ ■ !E!!!!iii!iE .11 ■ ADD ■ NES ■■ It■ M11MM■ a11 ■ ■ ■ ■ ■ ■ ■�11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■ �■ ■■ 11■■ t■■■■■■■■■■■■■■ M■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■ ■ ■�n■ ■ ■ ■ ■ ■ ■g■ G : G-6' I ■■■Mlrss■�msssnisssa■..s��wr.i - r�- N ■sssssss�■ ■ ■■ ��� mom ■ii■ ■ ■■■WE RCt■r■■! i g 1111■ I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1■ ■ ■ ■ ■11M ■i■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■aM ■11 ■11M■ ■ ■ ■ ■ ■ ■ ■ ■■�; z : ■■■ ■ ■ ■ ■ ■ ■::1r;.■■■H■■ t3EMS .•. 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N • ■■ i. ■.. ■ ■a ■ ■ ■ ■ ■■ 1111 ■■■■■■■■■■■■ 1111■■■ ■■■■■■■■■■■■■■i■■■■ 1111■ ■ M ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ !aa ■ : ■■■■ 11"11 ■• ■■ ■1■■■■■ ■ ■ ■ ■ ■••••••••••••••••..................................... ■ ■ ■. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■a ■ ■ ■ ■■ ■ ■ ■ /' ■■ ■.. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ � ■1111 A■:aa■ ■ ■■■ME ■■ ■ ■O ■■■■■ ) MARBLE TO REMAIN M■■■■■U ■M■■■■■■■ ■■11■■■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■a ■ ■ ■■ ■11M■ ■1111■■■■' •••••••......................... / ■ ■\ 111.: urn.M ■11■■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■■ I ■■■ ■■ •■■■M■11■■■■■ ■MM■ ■ ■ ■■N■ ■ ■11 ■11■ ■ ■ ■■ ■ ■a ■ ■ ■■ ■1111 ■ ■ /' ■■ ■11.1111 ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1111 ■ 1111 ■ ■■M■ #: : :;: .. ::: : : : N■■■ 1111 ■a ■■O■ ■■■■■■■■ 11■O■■ 11 ■11 ■■■■ ■ ■ ■M ■1111■M■ ■■■ ■■ ■■ ■ ■■■■ ■ ■ ■■ m ■■ mew : ■ ■ ■■ ■11 M11■E■■■■■■■■■■ 1111■ :11 11 ■■■■■■■■■ ■■■11■■a■■ 1111■■■ ■ A I ■ i ,1 l■■■ ■■■■■■■■■_■■■■■■■■■■■■■■ •111111111111111•••••••••••1111111111111•111111111111111•••••••••••111111111111111M •■■■■■■■■_■■■■■ =■iiiiiii NNW ■N■a■■■■■■■■ ■■■■■■■■■■■■n■■ Ark ■■■■■■■■ 21111111•11111111111111111111•• ■■■■■■■■■11■■■■■■ ME •i I OOKWARE TABLETOP HOUSEWAR : S ■ ■1111 ■ ■ ■■ WOMENS SIZE 4•11111111•111111111111111111•1111111111111••••••••••••• 4 ■ ■ ■ ■■ ■1111 ■ ■Ea■ ■ ■ ■ ■ ■ ■ ■ ■■11 ■ AeD �■ ■■111111 A.L.B A.L.A. 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TENANT IMPROVEMENT DRAWINGS 19 18 49 16 14 10 9 8 FOR I ..../ SEARS 1 i ■■■ ■■ ■ C L OSET IeD !if ST ORE $ # '1139 I � ■ Aft mommmoom 11111211111111 . . ..1 ; 1; iI 1 : : MD ■.■.■■ ■■ ■1 I M .■..■■■ ■M .N ■ ■■ ■ ■ ■■ I4 ,s. . r MOMS ... MD NI _NV ■1111.■■■ I I I I : 1111 1 I STAIR :111111.211,iiiiiill ■■■■■■■■ I ■■■■■■.■ ■�r I _11111. ........ NM O 1 II il ■■ ■■ ■ ■■■■■■■. SOUTH CENTER MALL ■ J1HIH! OME ELETRONICS 1! � A �� w mirimik 2 n ote■ - -- ''�/i Nil-- 1 41°111111111_11 i ■a■ ■ 1111111 ■■■1■ ■■a■■ ■■■ ■ ■.■i ■ ■■� ■■1r 1111 1111■ • ■�1 = . r ..■....■.■ ■■■■■■■■ A1 ■ 1■■ 1i11 ■■S■■I ■■a. ■r= ■■.1Ui..■a■■.■...U.1 i ■ ■ ■■■_ ■■ ■1i ■ ■■ � ■ ■ ■■■ ■■ r■■i ■■�ilaaaa. =1111 �■■1i■■.r■■ ■■ ■ ■ ■■■ ■ ■ ■ ■■■■■■ e 1■■ .■ . :III" 1i■ ■ ■■ ■ ■ ■1. ■■■ ■ 1.111■ 1111_ 1■■_ ■Mw I iu1=:1::1iii1■■ ■ ® . ....■ ■■ ■ ■ ■ ■■ ■■■■■ ■ ■■ ■ ■ ■■ AD 111 = ■ ■■� =1i■a■ ■ ■■ = 1■■■■■■■ a ■■ ..1 ■■■■ ■. ■■ ■ ■■■■ ■■■ ■■ 1 ■.� ■. .. ■■■ru1■■ ■■ ■ _ i=== �i■■■ ■■■■■ ■■ 1irw = ■■ ■■■■ =i■ i�i■■ ■■■_■ � ■ ■ ■.�■ ■ 1 ■ . i 11.11.1111 1111 ■ ■ 11.=a ■■ =r1l�ii iMM i■aa11wil - - -- - -1■ ■r ■■ ■ ■ ■■■■ ■ ■. ■■■ =S. s ■ 1111 ■ ■ 111. _. ■IIRI 1=i Iiiii= mil ■Ma �.......a.._...: 11 11_ ■ ■ ■■■■■■■■■■■.■■■■■■■ "...............- 1 1'1 = ■■ ■ '�_ .■■'�'i■ ■S■■■�■■1■■ ■ ■■.■ti■ ■I■.■�■■■11■■■■ = r■■■.■■■■.■ ■ ■■■■■■■ ilk ■1■ u ■ ■11 a Nr■1a ■ ■■■■■■■ ■.■■■■U■ ■ •• t = ■■ ■.1■=Eas. ■■■■■11■■■.�1 ■■■■■■■■■ ■■■■■.■■■ 1 _ ■■ ■�■ _ ■ ■ 1 ■ = ■ a 11■■■■ 1111■ ■1.i n11�■■ ■■.■■■1 ■■■a r■�i1ww �. ■� ■r■■■■■.■M■■■■ ■■.■■■■a1s■■■■■■.■■■■■■■■.■■ AbD ■■ ■ ■_■I_■ _■■■■ ■■■ .■ 1 ■■1■■ =■1■ . ...■■■■■■■■■■■ MMa■♦ ,, I • ■I.■■ 1 ■r■■■■■■■.■■■■■■■■■■ ■� ■ ■ � ■ ■ ■ ■/�.■ a1 ■� ■■ ■■ ► ■■. ■■11■ ■1■. =■�i i rr ! 1.. ■ME ■■�■ ■ ■■ ■ ■■■■■ 11N. ■r■■.■■■■■■■■■■■.■■■ '1■■■■ ■■■■ ■■■■■■■.■■ ■�M ■wa• ■ ■■ ■Now ...... ■. ■■1■.■tttr��ttttttt■t.�.■twiti E■■■■■ ■E ■N■■ ■■ ! ■ ■r■ ■r■■■■■■■■■■■■■■■■■■ !' r + 4-- + 1 ■ ■■ ■■ 1 =■au ...i.0 U...a1 I NOMEM E11 ■ :�:::■ . ■11a■ 111 1■■ a■■ =1 ■■■.■■■■. ■■■ ■■ ■ ■N■N■r11■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■■■■_■ ■■■■■■■w■■■ ■■.r ■ ■S■■ ■■■■■■ 11 ■1■■■.■ ■r■.■■■■■■■■■■..■■■■ t -, 1NMM■ Ma■■■■■■■■■■ ■ ww �■i ■ ■ ■n■rNEM. ■ ■� ■w ■ ■ ■ ■ ■ ■ ■r 1111 ■■ ■ � E� •■w■■■■■ ■■ ■■ ■■ ■ --I- -- . -tY,,,,, '� ■ .■ ■ ■i ■ ■ ■ a ■ ■■ ■ ■■ ■N ■ M M ■11.■ ■■11■ ■■■■a■■■M1rr■■ ■■.■■ ■ ■ ■1■■ U ■■ ■ ■■ ■ ■ ■■iv■■■.■ ■..■■.U...UI. \lk , ■ tt... -AI ■ ■_■ u ■./ - I■U•Uiuua■=■ ■11■ a1■ 1!! ■■ ■■ MONO ■ 1111 ■ ■11 = ■ ■ ■�■■ rM ■ ■a ■ ■ ■ ■ ■ ■� ■ ■11. ■ ■ ■ ■M ■�� ■ ■� ■. ■.� ■ 1111■ ■ ■ ■ ■ ■ ■ ■ ■ ■■.,rP ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ , ■ ■ • ■ ■ iiiu i ■a/1• ■• ■1 ■ ■■ ■■a uuu I wr■■■■■■a r■■■■■ a■.■■■■■ ■■ara■M■a■■I■..■■1■■■■■■w■1■■■ um■1ii: ®al■■■.■.■■■ ■■■ _■ f ___ ' ii■►,■.■O _■ ■1 ■■.■s11p■■■ ■■1 ■ , MM■■■ a■■■■■■■■■■■■ w■■■■r■■■�■■ ■■ ■■■r■ ■ 1111■■ ■■aa■■=■■ ■11.■■■ =__ Na■r ■■■■ ■ ■■■■7 -- t .■ ■I■i■■■■■w■■■■■■■■ ■■■ ■■■■■■■■■■ n■ ■■ ■ ■■■■■t�[ui■ �■r■■■■c a■ ■■■■■■ ■■ ■■. r� 1111,_ _i - , 1--- 011 , - _ 1111■ ON NOME .1 !■■w M ■■■ ■ ■■■■■ ■ ■■.■■■■■■■rr■■■■■■M■■ ■■■■.■■■■.. ■■■■■!■u■■!!r■■■■■■■■■■■■■■■■■■ _ 1 _ 111 ` '_ r �=■ ■! M __ ! i■ ! i■ ! _ i � ■ !.■■■ . r■■■■ i■■,■■!■■ !■■�■■■■■■■■■■ ■■■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■s ___IF____ - IP- ....._ . ■ ■ ■. ■.■ 4-4- ■..■ .■ ■ ■■ - ■ ■ ■■!!R ■■ ■ ■ ■ ■ ■■ - - + ■..■_.■ ■ Mir ■ ■■■■■ru ■.■■■■.■ IbD ■■ ■■■■ ■■ ■.....■ ■.. - I 0 ■ ■ ■. ■.1 ■ ■ ■■ ■ ■.■ -- - ' c -o5 a.m.. COOKING/ ■■■■ ■■ ■■ ■■■■■■■■ ■■■■1111■ ■ ■ ■■.■1 ■1111■■ ■■ SPORTING GOODS ■.■ ■ ■1111■.■ HARDWARE ■ ■■■■■M■. ■■■■■ ■1 CLEAN UP ■■mm■m■■ LAUNDRY - 707 � ■ i . ■ ■1■11a1■ 707 ■1a11■ ■■■wr li■ WL 70 ■ ■ ■ ■ ■.. ■ , 'Y ■. ■■ @ .�'", . 1::1:NI ' 1111■ r ■■M ■ ■■■■■■■ 7 i■I►®ir] VCT-6 ■ ■ ■ ■■ ■1111 ■ M 1111■ ■ VCT-6 VCT-6 ■. ■ ■ ■ ■. ■ ■■■■■■ar/ ■ ■1i. ■ 1111. ■ ■ ■■r ■ ■■ 191111111111111111111 VCT-6 ■■■...A a...■ ■ N■■a■■■.■ ■ �. ■ ■■■1■■■ • 1■■uNi Ammo= ■■11■.■■■ ■ ■w1 �� ■ ■■a11.1■ (■11■ ■■a1■ ■w ■■aa 1111■ ■ r■■■■..■■■■■ ■ ■w■■■■■ ■.u■mi■ a■■■■■■■w■■■ ■■■■w■■■ A3.11 ■1■ I I I- 1 •11111 a - i I a1 'r■■ - I I ttr Y - I I 1- �..._ _r - g ._ii��.. 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I PLUMBING/HEATING : . _ : ' � � - _ �■■■■ s 1•11011••1 11111111111111114 AREA B ommwommilimmummummummmomm ' - LAWN/GARDEN I ■ ■ ■ ■ ■ ■ 1 FLOOR NG ADD IbD --iiiiiiiiiii- _ _ _AIN_ _ ,, ELEC ROOM AbD s e "•-' .. 1111 � _ :�, \ Iola ADD - _ . AREA A ____ _ MD AbD AbD AI REVISIONS GI09 STOCK Oh ROOM (E) I ROOM VCT-6 , STOCK ROOM - 393 4 _ _ _ m I c... . -- T !rill STAI k - • - 3. I 35 Mr VW I I I I STOCK Road ;icy ,t+,t -�s ELE ___ c , ip , , . Q ROOM _ - - PEW- -„� . E. i RE S RAO &INITIAL 1 = k* G PEW SUIT rit 'tI ' T Q 0 THIRD FLOOR FINISH PLAN • AREA A N ii nom . „ ........ 9 ,01,z = WY : r-.0 ., l C rwMS I WM s •...w• FLOOR FINISH PLAN LEGEND FLOOR FINISH PLAN GENERAL NOTES FLOOR FINISH • PLAN L Carr. oar WAND if SAIRRILL T O VIE PO411/157 T O 0061011 # ft U b car OWE amireniusfeaffesemea VIP WOE MEE =MVP (am) L E OF A L o o ■ m o m e e n e m om ) F R E I H E I T & HO E n♦rI TILES 30 Orn♦It r _$ Mr) maw moor MOIL MILLS MOM 111C, IO E SNOT rya- !� R C H 1 T E C T 5. 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SEARS STORE#1139 STORE ' V ISUAU DISPLAY ____ ° ° STK ; - _ ; I SUAUDISPLAY o Ark 1 SIGN ROOM (E) 1 8 P.M. � R E) a �e.o T (E) � I � 322 ® • ® 0 ICI • VISUAUDISPLAY - - FIXTURES (E) C LOSET SOUTH CENTER MALL ® TUKWILA, WA --" 1 ► , � 's I I I I I I _____• • �" I i' _ ____ lih-- _ill, Q Q 701 MAIN '0! — * _ .._ RETURN TO o LOCKUP (E) mum; ........ — Nlig _ _ . _ 1 VENDOR (E) ® • 11 i aae I STOCK ROOM (E) I I I 310 MAIN STOCI4 I I 1 • ,� I • ROOM (E) • • MO • • _•a.•. M ■••O ■■■ 111111111111111W1 • ■■■!■1111■ . , , II Q 701 MAI MEMEM ■O■ 0 LOCKUP (E) ii U.S..... 8 ii ,4 111 El ■MEMEE■■ MINIMOMOOM MESIMEMEM — —Ilk— — - _ r r r : ■E! ■ ■M!■ .--4 II ME. IL EN ■11MMM■E■ ■ ■. \1111 I 30B 309 G-68 a 1111 NM ■ G m r. ■Ii ►1 ■ ■! ■■ ■E ■ ■11■ 74 111 M�r1 ■ ■■earrnrarr'!O.■■M■MIi■1�!■ • ::: - - = MO�!!!OM 1 ■■■1 \Yriiliir ►OM MIN ■/ % ■C■■ U1IUII■■■ ai 9 a% ■i�G��:7■ I1%i1 ■ ■�� ■ •■■r . 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I r • i ■ . h ■1LNMO ■ ■p_■■■I ■ maaMm MiN■■!wmmmsmMmx■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■• ■ ■ ■�Nfa�� �� I ■ WNW. r ■ ■ ■ - .. q ..j OLN MNHm ■M.MN 4 L. _; -- ■ t . L A . U I U U • ■ 2 _ l T f ! : f ! r wONN ■ ! ■1O!! --N <'fu� ! USSIU■ 1111111111011111 ADO ' - -C�5 E . ' - 7 '",� ■ ■ ■ ■ ■ ■I ■ ■ ■ ■!! ■■ SPORTING GOODS -� , • + ; I � : ■ ■■■■■I COOKING/ ■■■MEE11■ U ■■•■I/MM•1 ■■■■LEI MEMO■■■■ HARDWARE sl1■M■s'•■■ ■ ■E11■■I CLEAN UP M ■ ■■ ■■11■ LAUNDRY 1 ' # I H I TO7 u� ■MO IIMN! ' 0 i .' I ■■ ` ■■■■I ■■■■■■■■ � I ' H , . , 1 MNMIM•d .. I i ; I , lie siMMI lot ■ ■ ■ ■ ■■ ■ ■ 701 t VCT : 1 1 4 . • • f VGT ■ i1Rm!! ■ E ■ ■ ■ ■ ■ ■ , L . , 11 CEO ' l 1,t R ' `� I 5 MD i f I r I I r r 49:-._214 r r f f r r r � _ f i , i , f f _ EN '. '� r , r I f , r f, , f r i t I A3.11B . EMI . 2 A3.11 AMATOUNE •lM Ma rr KEY PLAN i i i , r 7 r � l E t t T ; M� —II/ - - I 7 • ' . . � ff - _ .. AREA B .: i _ ■� + i 1 j} 6. + • / �- " , 1 ; ! 1 6F. i t I _ 5F ; 0 5 -- _ _ , i i _ _ ___. _ • - - REFRIGERATORS AREA A - - .: F -‘ -1 - 1 ... . ... REVISIONS ■ / INIP1 ...'".... _ EJi E:7 ..." — •• 1 - -, - I .. ____ _ iT ._ - 1 ,/�� � ��/ N /r� h ^ , L it _ -, Z. - RE(W.MATION UMMMMMMIMIIMIIMM - . , IRR i P�f S YAK 1' h 5 M THIRD FLOOR FINISH PLAN - AREA B �'�'■' 40 SCALE • Mr • 1'47 IMS I FLOOR FINISH PLAN LEGEND IFLOOR FINISH PLAN GENERAL. NOTES FLOOR FINISH PLAN KEYNOTES . i I. W A W A w• WARD s r 21.4111141411 10 eE P 1 1 0 W O W 0a,M r G T I aN 0 MIS 10. e a t S I M LIo ► � CM) Lae aF PIMPS. M P ) F R E I H E I T HO MM. 1tr.lS IM�I S 11101.9 game UM p, . IMILis l�►10P' !aE m MX 110041M0, ARCH ITECTS . INC P S a yaw rL OM* P1�IN mirk NOWT L MOW CP RAM. O it PAM r IL errs ire reps P 4.$ Mgt 9 IO !a NM W � R+ : . I •is M Ai. JAMS OLI r NV VIM. 0:111 'r1IlI+R0 AVOW NV Q WM N I P ■ Ir7 MP. ••••••••■••• mum M !J! !EZ!. 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NOV 2 7 2002 -. . t Irv - iir E - L /,-�++ //yy�7 A - REG ST T MIIIIIIIIIIMMONOMWMINM ___i. W41 APPOIDWIL �X ii 22 ,t:2 woes �1r'r WORM -, n 1 02 g s1» 1 FIRST FLOOR REFLECTED CEILING PLAN - AREA B 414, 3CJILE = lily = r.Cr * -:... - lens 111 is Snit 4F11141111.110 'LIGHTING LEGEND � CEILING LEGEND _ REFLECTED CEILING PLAN GENERAL. NOTES REFLECTED CEIUNG Plow KEYNOTES 1 A FREIHEIT & HO .. 2011 �► s � arr ,rrin.E eM�s Mill Ill � ws1n1� � OWNED teal. ,.. L • R maw poi cam, s 10 plum,. AT tiers. IL !leMl lies PLAN ISO IPMPOI IG NIP IoV '- 101 A CIWR CAL CAWS a olre11l rn1E Pirmer S '�1 WSW* SMILE. OE 1115, 1D M AGC,�MIICE NM 11501!1' ! T N► • ��r�11aNM D LoGo s Aw w = Dime z aF Acr '+' Lain 10 E OMR 01138111110. 01138111110. wr.�+ R ID SWIM MOM - + Loma r11e+1 11111! IWO 10 OE art �1 t ' f ,� R C FI i T E ` T 5. INC �_ 5 mpg mpg gyp Ceabs rr eons eons GT par 1'E Raw fix. ME . �lp�lE MINK CAM mow wins rblilri ■ss a� A mum �uw�Y L►1!a w rrvaNs�Ipl� cam milk ( in A 2 � LAMPS 10 AMINE A L I alt 40 Poommaint NM ONO MUM GO M VIM olilelt 11111161:11 a MOD OI�11o1i aF A 2 ww#12 IBM 01614311111 01614311111 wo l.I1r1s i Meossr Pr ME UMW V 1 L�1o*r iIQiI�1+E memo saw .1 r. 1 .1 1.► urrwl�i -1101 MAW I,M011111s r•nr�s MR WE • • • • • 1AAla L1rNM1Mi IL SCE SIPOWSP CL • 0'E MN* RIB '. -... 61011111010 UM JII at R'1D Oi!!wi IIIIroRAtL MI 3 x 4 r.wi MIN Miia111I,L IN UMW, Oat n a a 1 b. rwr Meet PIP Miler i wILL, En I oA < E, f ic r NON •E IIIIM 10 MOM 101'J/�Oi MUNI A l� III& CAINDIMNIE AN fa visrp iE Ram Pim, III AtL ezingrwup alum As ��► Nam cam= OIAIMIIC� Ski 1 01111141k NOWT N4. mar I r ! _ r 1112 L MINN 1�IR * Mow 0lLlrr LIMO, WO all RAIL rat /lei 70 i '!1'l !� '� 11piA!p M11�1 rat ram, N 11E 10 E RAT Y Olfat X1'1 .-._ -• 4 «I1' 4 AL a sum mum 101 Rim vv. Paw M a. mum NILE 11p111f _is Q� SE 411.4%1111 1, AL OSE 'IQ LP JW ID It �illEi/ 1111001.1S1 e N - -� E rte► 1� !"J■IMi 1014.1111 MAME AO IW . mum • , 1 I= adialrAliD name , MD �I�J L 11 i �N ID E �OI� "PM �► 1`i rs . . - 1 UMW AL MAW IIIISIMID OM MINI •PIUS dr■1L.'out ASS , .. • r..... c u1'.. vws mama �aA`E Mai '1LE .12B 0 ; ow moseat dm var ems luou.las Crasors 7R woarr a •lip arms INC • S • • • 41 • 11 1'i► 1 I 1 TENANT IMPROVEMENT DRAWINGS 19 18 e 16 0 14 OD FOR 10 9 8 0 13B 21_02 4 � _ � •P rr. � . 1 1 SEARS i STORAGE E I r- __ f STOCK 209 E3 ISM I rn:. { STORE #1139 3 c , ■ . 2212 -- - � -.- 2222 - - -� - - - --- - -- - - - - -' - -- EXAM IIIL En , r . ROOM (E) En 2o6 !PM • ''`1r I WATCH STORAGE - --- -_ - -- --- -, --- 2222 -- -- -- _ _ _�- _ 2222 -- - -- - - - - - t • xxx CLO , ■� 2111 -1- EXAM � OPTICAL I I 'I STAIRS 235111h116. Isi _� -- --- PEP STAGING ■ ►• ►� - + - . 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NI �II LIm IN 1011 emir �MN1�7 7L!"E ARCHITECTS, I N ` �' S - o alp Pi 4 �,rt 'wwereta► Now wow are Aar ALE My reeeo um,* lc la swat aerrle�v asset io• pew um.* yet secwrA�rw� ND =PL. err, NM 119 aE at vim �'' '/IL CODE • fIr1 1 OE 00rrr Ga. 10 R 1d1 I MMO NG17� Mel via Nt A '.IrISem Ma* M D X11Y =MID w d r E IQ a AIL VA moo - • mow gyp au. MLA F Eli KT pew PION MOP MUM GOM71 NM 70 WOO 011011P11011 f� C;g3 boo EE PI 2 �'�1>d� `QS/!w R�hi� LAMPS A L Ll11lL 40 M1 l •r) eons GlS • ' 2 _ r_ WW1* Mp M rlS Ili K CASE MOM MO WPC Ll1*,'A awe dm dIMID OM 111 1040C L 11LM 1 � - E �� 1 . - r) 1r UMW L.1AVi PONTIONSI MM ME 110 l 1AApNG LIM1� 't �� . MUM POW NR.M NIA r : : s • Is* NFU MMIlR 10MMR'J�.t3 ` a I 10 UMW MP 10RALL 1012 X 4 names for Lim A 4 _ -• .:) - • - RAMP s-7' 1O1 111103 et •et L Il>1t hOr�ll It i N It NW 10 101 �1m Mill Milli MILL G+1 m* up mimic rpm w ALL. ItI+lO�M,)! cams so P 1 - - - COMM MID 171R *Ok r11p NC Iii Q N K 2 MA. MM. 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IIMIIMIIEIINIIEIIIII MIME _M_L_MMIMIIMIIIIIIIIIIIIIIIIIIMIIIIIIIIIINIIIIIIIII IIIIMMIIIIIIIII=IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIUIIHIMIIIIEIIIIIIIIMIIIIIIINIMIIIIIIIIIIIII I EMI ni. 111111111111111111111111111111111=1=1111111111111= 1111111E1111111111111111=11111111 , 11111111111111 c.)11011 IMO 0 • 1111111111111ell o 11111111111111111115111111•1111111111111111 111111111111111ME11111111111111111111 a iii Ilii a 111111111111.111 I IEEE .110.11111111111116 IMPAINKOMPAIMI 111111 111111111111111111111111111N1111111111111111111111111111111111111111111111111111111111111111111 IIEIIIINIIIMIIIIIIIIIIMNMMIIIIHIIIIIINIRIIIII I 1 I 1•1111111111111.11111111111•11•111111111111=111111111 EINIMM111111111111111111111.111111 IIIIIIIIIIIII I ' 111111111111111111111111•11.111111111111111.11111111111 1111111111.11111111111111111111111111•1111111•111111111111 •11111.11111111111111111111111111111111111111111111111111•11111111111111111111 IIIIIIIIIHI EM11111111111111111 1111111111111111111111 ' ; ' ' o• ; 0 1 onormumutummuniummummm Immo a 1111.11111111111111111111 AMINE 111111111HMIIIIIIIIEIIIIEIIIIIIIIIIIIIIIIIIIIIIIIMIIIIENIIIMMIIIII 1 i ' Mono • 1•111111111.111.111111111111 1 • i .' MIMI 41P1111111111111111111111.1111111•MMIUM1=1111 1111111111 • 11111111111111111 N 111111111111111 • 11111 1rommmminmummini.111•11111111111111111111111111111111111111111MININNI111111111111111111.111•111111 • ' f MIIIIIIIIIIIII I Irll 1111111111111111111. I 1 1111111 ! 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I IINL I M I MIL IIMII 111111.111'" En I lei :11 " mil Frl ill: MI I: 11.17 EN nomminim...n.--Eu=: -1 -4 1 ± 1 1 : ' i ' II ' " a -""nillil 1.. A I n , i , : , f "71 1111.14 11.1111111111111111111111111111111111 IIIIMM.:111711.11111111.111111111/1 I M I MMIMINEEREmummmounlilis ini mail Immo ill iihnnim auramonnimummommumaimmo mminmiii 0 ii , i ; 1 ; 1 ; ! ; ; ; ; INIIIIIIIIMIIIMIIIIIIIIMIIIIMMIIIIIIMHPIMIMOMIIINMIIIIIMIIIMIIIIIIIIMIIIIIIIIIILIIIIIIIII 6, 00K i NG/ ' H ! I 1 ' ' ; ; i 1111111111.111•1111111M111111 II I I.-, , - 7 - ff' I, imi 0 : • ' 1111111191111111P IIIMMEIMIll ' ; 0 i MIME IOMIIIIIMIK ,401 MNIFITIMIIIIIMIRIK4111011111111111111111111101111110k1110111111111111411111111111•11111111 cLEAN uP 4 1011111111.Mair . • IOW 72110111111101111E SPORTING GOODS . \---- . _ LAUNDRY , . . 1 i . : , i i ' ! 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STOCK LOUNGEWEAR BIG GIRL . _ . . _ _.- _ _; - 4 - . 703 ROOMS ROOM (E) 706 ; _ I _ - I I _ _. _ _ _ . - ® gat _ , — - .-- - - - ,- • - - -- _. , .[ ..., Ili _ ....., , . „ , .. . , • .. .._ : , .. — -- . , ,.-.------,•____NR____„___ . , . , _ , [---, ... ,...• —... . : ..,. ,...:, , IP \,;,# . . . , A 1 = — --.---- A • • 1 PERSONAL t SMALL _ — - • FFICE CARE A.L.B. ' i = ; t 1 KITCHEN - _J; ,e ., s -r SHEETS A.L.A. - -- .. , y� ;�; • •L j �' i s . APPLIANCES ` ,w y ," ,. . - �- • .- --- } • ..� �. :. , I - ` . � y _; ` e ' 7 "f -- • • COME, SPREADS c & QUILTS ALB. _ - ;- I I HOME DECOR _ ' _. I SHOP I I MATERNITY I .'r \ I r" }� I \.... ' e-, . _ • JUVENILE f _____ -, , iiiii- _ _Hi _ _ _ L E A. L.B. • - I 7'06 _ _ T _ _ _ _ t - _ _ - - .. _ _ _ _ ' 2 , - ..- 1 ' - A -, ] j .. . : ., '- -- LARGE _.: t : — .. - _ / z. M - - � _ , i MEDIUM . 1 , • DOWN Al. 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' ' ' 1 ._--- 4 .i .: : .'--1 ' ' ', f & TERMINAL ROOM (E) ,_ - L - MIRY 1111111111Erii. , i, , , - EIJI ,1111 .., -: 11 „...,i 223 I; ) Pi: � - - - MAIN STOCK 4 , _. ... ....., ,., HBRBLOCK ` 210 41 _ _ - — ,i, - - -- -- - - - - ST ORAGE ROOM (E) I APPAREL 4-7 BOYS • 704 1.11 - 227 I , 222 1 - ' ' T EDO . - ` . ill , I M EXAM 1 i 1 1 1 /., — 1 r ' _ - - ,. — _ — HEARING FITTING -:, - • '' ' ■ - } 22 EXAM III :,,.... 2m , I f �?. - , Li D/18/38 - STORAGE EXAM 1... 1...." A.-- 1 --• k f ' : --: .- , STOCK 209 j 7 � 1 ROOM C 1! 1 , . , _ 1 (E) EXAM ' � • .. -- . _ ... s. _ _ 1 _ . _. WATCH STORAGE CLO, Eli . 235 OPTICAL 14,1111 , STAIRS PEP STAGING I ; :_ _, I EMI 206 . 22S 206 1 Ilk _,,. —; _ tom • , i�`1. F _ _ 22221 - — — — • L.. .._:.-_-_.... A,Irl k -CI . ; , umeimmolowormassor ANNNENNINNINE-- • --:\\----- -2-I:* .. • • • SHOWE CURTAINS �.. r • # _ : , _ ,. . ! 4 1 - - • ,„ . . , . • •-•,„ 8 ACC'S A.L.B . _, :, , f_ — __ -: - ; .„. .. ,.. . TOWELS A. LA L.A , HO ACCENTS • E S A.L .B. ,_ _ • E -,... l ,� 1 • BIG BOY I , .„... ' 706 ¢ • • j • _ • e _ IP- 1 ! + 1 1 NE. ' , 1 I 4 L 1 � . 11 h 1 Ilk . . ,-t-r .:. ,.-t-,-• ___-_. i '...._I.:-._ . 1 1 • :.._--r_ ...•,\;., , _!_ r • -- COOKWARE T _, _ - ? B L A. L8 • t ABL A - _ : HCNJ S ENS SIZE _ `- , : _ t - J ALA. : A_LB : , _ SPORTS►VNEAR f _ r : ' `'' ,. :. s _ _^ ____ . I I r liii I ,.. , . 1 r I � 1 r r i 1 r i • r � , r s r r r 1 1 r r I r r f, r r r `; 1 ___ 1 f I r f r I 1 1 , r i s r .1613 / r I • f , ti�� r, i s r sum _ r _ -- ; . _ .: f f F s _ - - - �: = r _ ` FITTING KEY PLAN I r lit: 1r w ± ill ,,___,___.. _ _ -- L: - _ - ,� _ RpCXY1S i l l - - .,.. ... - , i FASHION - - w - - - 1._:_ -- •••,- --. z s - - �, AREA e BEDDING A LA --- I 706 .; - r ■- _ ° - ,' » - - ROOMS - - l 4 • r FITTING j - -- - - - �■1 CLOSET _ ` - SIZE DRESSES - ROOMS AREA A I 4- - - -.. ,x--- :7,1".77,--.7J _ FITTING STOCK LCX.1 = �_ _ � = — - = _ _ _ ___ - �- r 7ocs ROOMS FtG10M - ; _ BIG GIRL s - , _ _ . , _ (E) II 0 - _ - J'^ _._ IR .,. • ______: PERSONAL _-- _ . .. • SMALL - - - - _• � SHEETS ALA CARE A_l_B_ KITCHEN 7, - , , - ///..: X . X PERM- V Oki APROVAL StIIIRTAL 11 22 Q . - - - - f MINT; TAL '11 27 12 SECOND FLOOR POWER PLAN .. AREA B , M.. t•yd'•r-0r - -" 1 POWER PLAN NOTES POWER LEGEND - T _ PLAN GENERAL NOTES POWER PLAN KEYNOTES 1 At, FREIHEIT H I Doe/A- d c rt GA�ACw7R T Plat f Eft • lam_ rle!'r All !"NML. MILE ND BOOR �fp�6 mu slurps Pup ARCHITECTS, INC _ *_ IL RV PILLS GCE POINIIED Or ESOP SENS ppeE5 tarll<.710ri liC !!tom =PUDE PleallimaLE ■ V i • rr Arr. ODPSIFD mai= •••••1e1 Maare ID - 4•41•• 31111141/0 WE Wit IIIIVI.10 ISM Mrd ID $EM ca dEICAMINGKPPM 2 rINPL1cralW!!1r0 Ppe* Pals AS Imo GAN ••Mme mow rnagi Nom MI 141541114119. 2 ALMS I PROM I 11:1P- MSIM ' S. car�ee MOM- aecar�. GawMCwae �v M�I�vwE ruoree aa.� el, arm � 4111112r E P1101/CIE M�aree GawecroR carrowt,o ors • rte, Mae area yea UMW 1 w • r APP $awrerr r>r 101 02 7 E also oM.. .. irc .10 111 4 Gann w1101 . PIMA I r errxrIlrAL PALL x. w arm . arc _ Iran ME am me 10-= a sot 1 1101,110.1/01111. /r dOC�iM. caweK,�ore rreE�► KM" orw .re�laear! POP - torrrrr eareOr +�•� IMIL AV 4. a - 4 Poor out Ilan. QM olirwcrw1E 411241411 _13 Illie w DKr srOIE oers;sar wevNSED NO wvaLs pr r wrt nowt - arm unermin arllf Wit r�►rlriw I w► aricam aarwNrrlre 0 I prime MIME t PEP L Earls► = M 4 M�IR�1 W rot R 1 I PIP 111.11111111110 If IWIIIIMIL 011111111111110ER & h► GOO. 1 wp SEIDSAND M MOP i _ _ • 16B r c.paiiii rltw.11..a w __ siomis s • 3 I } TENANT IMPROVEMENT DRAWINGS FOR . L....A ,,,,j ... 04111n J.4 I , SEARS HALLWA CLOSET— STORE #1139 326 ® i iiii r ,, : � I I:I STAIRS t gi SOUTH CENTER MALL ,,. , j '- NOME ELECTRO __ TUKWILA WA 320 __- _-- -__ .. _.._.- . , __ 1 i _.__ illir---- 701 ► ..., , ,, ., , .: , i i PP.-1 .. _ MATCH EXISTING � .. __ E _ TOOL TERRITORY , - WHERE NECESSARY • - y k f a 1 ;� z �dl y } . t ; r i;y1t la 1.1 , 410 _ ; ; ',,c) 0 : , , tJ7 1 !! + - ' 0 r 1 , ,1 ; t •- , -. -i 1 } ' COOKING/ i' :- .' - 1 ' .911100.. '' : : .., SPORTING GOODS , ,- + •EAN 707 : 1 H A R DWARE ` JCL P /�( 4? 70 7 . . LAUNDRY r E 1 t - � .1..s: il: �,, I 4 "1 t ! __.,.. 701 i � c M . .. .4.. r -_ -,t: r i , I I j 1 - i . �..—. :. _ ' 1 1 1 I. 1 1 1� 1 , 1 1 1 1 — , 1 ` 1 1 1 1 1 1 I 1 1 1 I I I� I I t I I 1 I 1 i-� 1 • 1 , � t I . I 11 1 I I I 11 r 1 t 1 1 I 1 1 I 1 1 1 I 1 ' 01-� 1 11 1 1 . , r ai l ' 11 3 7V I I t ; . . • + r. i TG�'LI1e • r a _ .., .„_. Erni= w i- + t 1 • ,' :4 1r1 1 ',.., i . NM i . ; . . I . 1 ,`�:.. •.--„,-- • .. .c•. + -- - - -- .. ' $ - 1 '- - - 3 • . 4 • I - . II , . _- „,...:fe - ..": -_-: -... , -: - ' - ... ; `...7 ' . , ' i +q • D.D. .. • - ..... . • i .',_:-='---''''',. • REFR I G ERATORS . _ RG S t ,1 T 1 1 f ' .. , + ' . - • I - - I r` • i .... (. t _ ' - - _ I k_-. . _ '' r -ems t a . I ® ! ' - . 411 1 I • STOCK r_ s_ t ROOM (E) _ - LIGHT NGJ i ° — PAINT I ,O _ _ Y 306 . - - -' i- i _ _. _ _ - y — ..� • f � ELECTRICAL - ` - • • • -a- - __ ! 1 - • k- _ _ -• , : , COS . . ... . . . „ism.. 0 . _ - - _ '„ * __ .ce _- "i . - - a _ _ : . , . 0 l • ; • --,:- --.... :. 4 - - • --.-- • :- - . • ' ON-11111111. 1211 I 111111 -- _ _ , r- ", -- '- K. - - . I* __ __ _. - _ _ r _ o _ • r • - - - - - - , - r r.-w _ u.„-......„:...-. - - T . -- .. ' j J . , _ Y .L i � - 1 - _ - \L 1 PLAN • 1 PLUM I _ F B NGJH TI NG co - • r - _s _ . = AREA B 31 ,_ 'rte •- .. - Jt�,s ; _- 1 1 1 1 r 1 I -- -- - i i - - - - LAWN/GARDEN _ . , _� �_ FLOOR CARE/SEVNNG { Y 1 ---Ir 1 ■ I1 =1 :i _ . - - _ r __ - 1 � v MN.. ,.. _... • ELEC ROOM _ _ "'= = ` 1 -` = _ _ _ _. _ _ _ • _ _ _ : _ : - "... _ .. - _s _ - -� - - - - AREA A Dl09 STOCK _ _ ` _ - . t ` r : E STOCK r ROOM (E) ROOM 303 _ _ . _ i _ _ .. _ I _. _____ -4 . . STAIRS ■ # � -_ __ - -. __ ._ ..u. STAIRS irA./11 ■ ] - 4, .-- RECONFIGURED STOCK ROOM (E) ELEC 'till 3 ...... Q R OOM ''' ": _ , „.. _ , ,_ Ii J e p , wrrta! REG,ISTi'tAD0N L. - MU. 1119110NL SUINITTPL 11 '72 Q _ NAILLMF' POINT 3UIIIITTPL 11 2T Q THIRD FLOOR POWER PLAN - AREA A SCJIE • Lir a r-47 1 1 ). . 1, 8 . 1 11 11111111 Mlr• 3 �S mai s.rr POWER PLAN NOTES POWER LEGEND POWER PLAN GENERAL NOTES POWER PLAN KEYNOTES PIM r Crr�atMa.E EREIHEIT & HO 1 �es / a►TA- eLDPIN AL cDOW4PC X4 w�us coa.lr aa�IIIvr •• ` • '� "'�� . I. Vert' MlIM. ABLE MLabrt aE rua. s NM SONS I 1� LS C1 E 11.171010 01' AIL O�IEfC KW /• ■' AF?. ;T 1 �' a 1 ARCHITECTS. I N C -. VS. �I� Mp 1D M�',1� cm ii dam. ./1L. MOIL 2 BALL 0 Met M AT NS CAIN MR S mak 1 1#4111541172111111 1 : " � 2 Kos I PAIN* I K ors 1 O� DATA WSW 0/ILL", 1 M�v rout GoessatoK t1c1pt iv aims • M1k rat 3 W MOW 1111011104. COIIIIIIIGIVIII 1rD►1�VfIE MalR Mir r 4 aIR e1RtlP LOW ARNE IN SWAM rI► Olrrrr/r !nu JO III 41)0z.,„,,,..357 4 1` Meet ' _ arge L. ALL dR K Si MMIi tMl .ice • 10 APP. Na ! LI�J11 oat 01131610101, - B. XIII 1 MS - cuw owar ' V S. 1 �' d1L7MI A rely. r saw tiros, , os 4. 40.419 1110 wvll� . II � 1 1 Q Mast Mart Mpl� r, NMI i, act Wipe !P et' OM, I I:�E 41/1101/3 n VIII acinecoos M d�Cwid�. RAM -eels rig I i gout i • �t�I�. it FOE RILL Si PPM 11111111111110 M411701101O It' M!E 11 / _ a Tv ems- nipmw Seimullp Wrist -- . A I L I 11 7 ■ 0111.•1 Pilaw a•1.ftnrls me Ns Q • TENANT IMPROVEMENT DRAWINGS FOR SEARS _ . oQa R o�0000 — STORE #1139 STORE VISUAL/ DISPLAY iiii �o ° STOCK REPAIR I SUAVDISPL A • °o SIGN ROOM (E) 8 P.M.T. (E) FIXTURES (E) �° EiEl r\_ • VISUAUDISPLAY MI FIXTURES (E) CLOSET L ....- : : T _ ..... '... _ �:.. _ . ___ .R 4 SOUTH CENTER MALL T22 -1 ® TUKWILA, WA Ali . . , . . . . . . . - . ..._ • •- . ., „., , ; .._ .... ,...„" 1 . • _ , :� y 1 . I • ..- 1 ....t F3 -I • di 0 O 0 - t _ :'' P IP-- '.. I . • 701 MAIN RETURN TO 6 LOCKUP (E) VENDOR (E) ® O STOCK ROOM (E) MAIN STOCK r ! J 307 310 1-640-1 „: ... r 0 • ROOM (E) 0 o o o 1 60. , g± 0 701 MAIN : , :- _- • - - LOCKUP (E) 0 y r . v: • illk 1111 • I! Lis NI 1 ME • -- EN - - ..... rJ 306 309 HALLWA o • CLOSET 326 921 ,., } s • 4 • Irli 1 x • -i HOME ELECTRONICS 1 i I • ,..1 -- - - - — 1 - -= '-' -. ' • - - 1 - ---- Iiiii=LE , ,__ .._ .,...,................ _,_.._, ,.,.._.,„,...:•......_._ I ... I . . lot. __ .., ._ 1 _, 4 ____1 .. ... : ..- i , i ,z_ . 4 -•'''• - .. . ■ ! : r ' { r - •` r' . ice - -_ - -. - C _ - - r -- ' .w . _ . Y . _ _ : ` --- MATCH EXISTING '__... 'W _ __ MO" . - ° ' �.� _ TOOL — '� TERRITORY ., . • WHERE NECESSARY : : i 7 - AN - ., .. .. _ .._. . __ : -• :.0 D - • ' : __ . . • .. ., ::: _ . . .; . ._ 3:41k . .ms„, ._... ..:._ . . ,.._.. . ...._ . • RN _ ? ` i i • T - _ SPORTING GOODS � � l'e.' i r �' COOKING/ t ._-. "HARDWARE UP 1 E - U Y >. HAR CLEAN 707 4. - . l ' a -r.�.- 701 , 1 i • . - • --, • ' . 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METAL AND ,, FIT TIGHT r STUDS • Ib' ON GaiTeR 1111111 CONTRACTOR CONTRACTOR -- Sean TO § a A I) ,, . ■ I ON SHAPE VARIES DOTTOM Of 91 bPQE,�!'p PANEL GEM.rl METAL STUDS HO '� V2' TYPE 'X' MS • EACH PAGE LD J / BOTTOM a d . Pet PLAN , . •. PAINT To MATCH WLL I° va.F,! . P�OMIlMt AGTWIRD FASTENERS FLOOR SOUTH CENTER MALL , • Ib' uNret TUKWILA, WA - , 1 , �? MI OOD ALid MeltT GFIAIMM'1. - --- AND INSTALLED Br WE R R PL PARTMAT MALL GOMRAGTOR -. TAPE AND FINISH PER Sae= TO MATCH AD .& C. IT MINI FINISH • HAM EIOAAD PANE. :�feI1 FiSOINHED AND INSTAI,I.ED UNIIII EMI DY SEARS OW MI WOOD ALIGNMENT CHANNEL DETAIL a@ RECESSED STANDARD COLUMN DETAIL W/O RECESSED STANDARDS PARTITI W ALL BRACING ABOVE �=�, =It PLAN DETAIL _ ___ i 1e1 i CLG. go, • DEMOUNTABLE PARTITION WALL WALL TYPE - FLOOR TO STRUCTURE -0' A.o SCAM I L/2 ■ I'-0• MD SCALE: 9' • I AbA = ; - SCAM 3' I '-O' p X.ALEt I. • ro• I— .,,,„,,,, ...., ALIGN VALANCE +/ ink ' 4 ' DI ON& DRAMS AT 4b' ON OEM I__ 1V .1. EOM Ab A ULTERMAIF) VERIFY =ORANGES CoNcRETE STRUGTISIE ATTACH Gfr mo ....1 LICENSED BUSINESS SIDE ' �,„ JOISTS MV SLIP TWINS I SCAM OR EMT MOLDS ' �, S!! Itl9"L.EfC1lD GEIL.IMIb PLMe POR AWNS 1. "' J 4'-0' MAX OR " I I 1 TYPE AND E.lVATION itiort 4' METAL STUDS .---- - , 1 i '.!!E PLAN PGR DI ION I • IV 04. ' LNr OF JOIST 1 'OND) I FINISH PANEL PER PLAN 3 METAL EOM LK ! V.4 READY METAL MALL i GOVT. METAL Rum (T1TJ BUSIME5b C ARP E T SYSTEM 91110 9 SID' x 70 ddb METAL ii LICE • 3 WV )1 20 6A METAL 911V I SY'S1@f O TGM MAGI( i STUDS • lb' ON CENTER DIAOON& BRACE AT 4b' O4., 1 - ANG110R TO BOTTOM FLUTE i WE PER PLAN - TRIM TO FIT 1/2" TYPE 'X" GM • EK•H WE �' n .; . _. Z _# AID li r_ J FLOOR FIN SH PER PLAI :9:' I rilli- 14.4 MR2'44 OR w — t ON AMR bYP. EID. TILE LME — SLAB PER PLAN T "CAD1r METAL POLL SYSTEM! - ' BASE PER PLAN I Ittllllllllllllllllll tllt1111111111111111 — I 7-O' OL. 1YP. 1'-O' '3' i i CORE SIDE GEEJNS PER PLAN 1 24 1 6 I� ',mac 't 4 95/5' METAL S11.1:6 _ ,� • IV O.C. - iI•I•E■■ ■M■I♦I•MMEIE'MMC` 6Y110. PER PLAN iv BI�! )uuuunutenl uturnu +.....k...,1 : - , ik - PER PLAN ON MIATCH EXSTITib SEIFBIDED ,. LICENSED BUSINESS ENTRY DETAIL ,; DEMOUNTABLE PARTITION DETAIL TYPICAL DROP SOFFIT DETAIL `�"°`�P' i BASE @ DEMOUNTABLE PARTITION WALL 2 WALL TYPE - FLOOR TO CEILING A b a E 344' a I'-0' Abo 4.j_ 1 sS 4• • p. e SCALE: I V7 • I'-o Aba SCALE: 9" = I'-0• Woj sotz I• = M-O' PER PLAN METAL Z- STL COWEGTICal I slue B1tA�r.Ir�, • 24 oM GBn TA, �~ AT TV DLA IILl . P (rv'PJ . 7 3 : 4 : s1*E+TIII � • VAL�MK�E ABOME LAN COIIlGME'iE JOIST OiOD GLEJIT ++ I I BRACE HEADY METAL STUDS PER MAMFACIIN!!tS .,1 4 NOLO TO RECEIVE S1E' . JOIST, I EXIST EIEIip FEATURE MALLS MALLS 3 1 . 7 GElX.•i6r P@t PLAN VALANCE i I GOVT. ATTACH MY 2 V2' 1 V2' 611'611 WARD ON REAM METAL • 24' O.G. ' >- 1 TAPE AND MST FOR 9EAMLES6 IM'!'EARANCaE -- - . 2' &WU BY rw� TttP. _ PIRl7M,.Io TO 17-0' MOVE FM. "LOOK WW/ CONTRACTOR ''..4? ► : 6L.Aeb PRIME PAINT ELE1/A11C $ Sl 15 AA4).0 A4).0 $ A81 ONLY f AUGMENT CHAN L -- FUNISiED R ' � CATION Ank 9SYx3D6A.METAL t P1 INSTALLED BY CONTRACTOR MAIL MAIL SVAMIa STUD 0060NALINTACE � 6 ON METAL t _ - I par. OF MOOD TRM 40 KEY PLAN ' ' MUIF _ . T 6�617). BD AT • O X I6 r �Vi I PRAM POSE +lY� Att. - - -- BOTTOM MUTE OF ROOF I.+ ►.+�.� 1. OCCURS AM SWAGE SAM ARE ¶ :_: GOIRSTI1I�TiOM Dlf KIM AND AT METAL SUP 1 '� I I COMM PEIR PLAN AREA B 2• FRGI7 TIPS MALL PARTITION S'RD =nom W ST L DS HANDEIOAPD PM8 ON MAW ME Li- go FFi11Fit1Nt111t , flttFl! 4' X b' X I6 dA. GLASS 092114) I 7-0 O04. TT. 1'•0" 'READY METAL MALL 9r5TE� METAL 511D -s EMdE PEMt FN91 PLAN AL's TO FIRM MALL s MEW METAL SLIP t G! .E 9 #SOTT TRACK LEVEL BOTTOM MUCK MUCK I GM* r 1 - ME BOTTOM TRACK. ELEVATION TO EE TIE LME OF METAL PMtAME ! - S � METAL I PAIeiY.LEL A eave IMAM METAL MONT lir tlrlSilD Moat I 611181 PER PLAN 1w ' " ?0 • DECK IL TiaP aF GoNC1ETe I • i �, AREA A t NOM PO NOT FASTEN FARM* MALL PRAMS OR MIEN TO i. SUP CONNECTION. KAMfAM 2 V2 • POL FOR DEFLEGTIOII RET'Elt TO 406,0 FOR .1 . fil ,.M1.FKiFY..Afff7..r}•IFSFItM. F1 Q},pp..f•.UfIMn RF.Rt ".M.R.fT ` MATI� + i I ■ I 1 TIE5 S1 MOTION N 11E PIROJQGT m READY METAL MI. 9P311,1 CELMb Plat PLAN M LICENSED BUSINESS LOBBY SECTION DEMOUNTABLE PARTITION DETAIL TYPICAL DROP SOFFIT DETAIL DEMOUNTABLE _ RF- :ED r PARTITION TQ BOTTOM QF STRUCTURE WALL TYPE - PARTITION � ��- 4 SCALE Sfar * r-o' �Aio SCAM 4 • r•o' WV SCALE 1,2" = r-0' s 1'�"` ° t' I Irr = r- Aba SCAM r * r4• Nov 2 7 202 • i pm .*- c-Cti -E 1 1/1"01 BOARD ON - OW T �K II II N 11 1xiAM1lU ICE. TR1+�T'�Oti Ir._ je / 1— PER SINGNIAL. MANS II !! H II wow 0M NEW m em . _ _ - . - ' Simi mis.. 9u1MTTA r 22 22 � r -O► Z-o" 74' r-o"` Z -S1iEb • ]4' 011 GEM1at I t � m S7AAG1vE AllvrE !I II II 11 WISING WISING � ,• r � f 1 1 "�rAL� s�. veerrx r� Ar s-o oGC. II 11 II II G�1lD 10 NM t NNW R MO � q1 li 1''O"' ; q II AiI.IpM�OIf Q1A1/!� � �,..� - - r •- MOVE. NbTAiL AN !1 - 1 II PRIrE� + [ , 1'T PL1M1 Iflll TOP !R« Cif AIp n� I >CE �1� MOVE DrE SiM � Al MUM MUM sr ME QT/1L� x / VIM VIM Q!' JrEi �ItE 4E AC. MVL �4 1 ) / moo O MO i 41111111 j ::L C ' 1 w 210011111) MIL .!!Lin I �` �T/r .1ML1 // - • - - - . r MINN � � Me 1�MMeg F R ARCHITECTS, I E T& H O DOI MILL •o �al� w�aa wN,wuep i ~ C _ ` '- s �`` �\ use PAWLS ar1rE �w� :■.►.w. AGM* r+ AT r � M� I MAIM CLIPS AMOCO Uv MOT ha.111. s.�,R.114A �,, MM. • x aN1 cyst N N N I L RwtlE 111111‘ MVP PACE OF:�s NM 111D MIL weE 1.110 I we : s roiLanomi - q�rrws• AN NM M I. fix. Ili MIR MI Imo[ M Lei IM PAM er PIMP RP MOM sNralMV a,2 DM NrvEIM! MG 11 x 2 liw ws NMI 10 Et WIND NO MOAK' mum - GO ! MU Ma ! MANE UMW MIME !!�` � WeivaL IEIr1ftN� Mt Iin !•fit ZiZ mom N111E n1i s •M 1E maw MAR I �� 61111.■1r■■1111' 1 CEILING ACCESS PANEL PLAN AT FEATURE WALL SUSPEI� PTON __ A6. iiii0 ED CELING NG WALL BELOW CLG. ELEVATION ABLE sc w� ! * am strRr. ply � WALL - - • w le r NI e • 1 • 74' TENANT �. -�' '- MUM* Pdt PLAN I/7 MAX PM SCIEDLE J DRAWINGS ' [ wT**eEt "`" MAO TMbOAT FOR FRAME �' I� MALL MOWN PENETRATION � 11.16 I MIS li 6�A 'xc' UL. LISTED PENETRATION _ U.L. LISTED f �EIRATION PAINT ONfrGK T TO 'MOAT pIMlI61ph1 �p1ALS f'MM+.li+ftp l�Tl1p5 4'xl-y4 b MULL M G ? 6 PL S 1/1y ' rll! -DRILL FIRE-ST IMP SYSTEM MV U.L. LI T F WSW MV MATCH MALL DOLOR III__ � A 4 IulLDI)� cow r. `'xl4' bA . "F' RAnNb EQUIVALENT !' 1 `T' RAT N�I66 EpNVALlNT LIGHT PER "Nei T O GOVT P LATE PLAT N�MNL SEARS _I i TO RAM* Of `WALL TO FLOOR RAnMIb - �, PS ' T O CCM. S 5TW al�►1r'S • • �'' -''�� ' . TI RAC WN PENET CATION FIRE 11C515TIVE FLOOR C TRUCTION 4, STIb ANr",Fk7R5 / . r I 2 N19G f N� ,�... DDL. STUDS , TAP . t BOTTOM TOM Pae ATTAC,M�DIf STORE # 39 ,, SYMMETRICAL /L:• :•:.:.�.�. 2O bA . Mk GOVT. 6'�c14 6A. • =_ _ a d d 4 leeFLeGTOR r -•'• •- • -• -•'� PLATE FA 1. _._ ___ a 4'xl- V45c1` GA. TRACK urACHANNEL el _ bnr!lIMJlS MELDED TO 2112 FH51M.S. i tc: tirlIe.....6 GONTTNJOU6 FLAT AS SIIOMf4 TOP I f'fOTTOM OF l , PL.ATE i i ce" SOUTH CENTER MALL Y MW.L PPER PUPLAN eAC PLATE FOR ALL 61RAB OARS M FITTING ROOM ee 1Es Nom P I T H I r SUBMITTAL \ .VMS'JIIOMf1, 1 /2 rm HAT LL 1 TO 500 A J OP MOT FRONT LOINS ROOM T U KW I LA, WA PNSTALLATION _`,► . SGIM'.E TO TECT s g � �'"� NOM, PROVIDE PRODUCT'JUENITTAL AND REVIDI A6ENGY MAD - ' 1" MS DAGIUN6 PLAT! 6 NOT ACCEPTABLE root ___ DENGH NSTALLATHONS. NOTE: FN . ' MIALL T1MC QIIE.SS ACTUAL SRO SIZE 2. USE M2 Ste- TAPPING WT. MIL. SCR15 5 1104 MUG/4M WTI INSTALLATION FM MALL MATERIAL TIMGIOdb, yE1lrY TO BACKING PLATE SCHEDULE TO ARCHITECT TOTAL THMGKN STD 5. MALL ST FLANGE'S ARE GONTIMIf,1lIS. FOR REVfHN AGENCY LOON 4. VERIFY L MT„ LOCATION OF BACK,* PLATE NV MAIM A OP OF CORNICE VALID NOT EXiCL'rD 17-0' Al'?. O. POEN REASINS OLD CONOCO MITFIOUT LIP, tee THE SAME LIGHT mama WITH MI�WItAGTIMIER OF RTES. • r • FIXTURE AS MOVE, OUT METH CLOSED REFLECTOR M 4141 DACION6 PLATE SHALL BE SECURED TO MIN. 5 STUGR G. COME DOE'S NOT TOUGH MLR* 1 EN6T* cause S. STUDS SHALL FULL IE16IfT OR ADEQUATELY SRAM TO STRICTURE ARE MOVE 124' APP. © WALL PENETRATION FIRESTOP 19 FLOOR PENETRATION FIRESTOP CORNICE DETAIL NJ, ,,,,rk HOLLOW METAL FRAME JAMB e BACKING PLATE DETAIL Sr..a. 5' * I'-O' , ZGM.f 5' • 1'-0" mrjr SCALE: 1' * 1'-0' =P SCALE: I vY * I'-0' SCALE NOT TO SEAL! MULL GOM6T1lUGTION ---, - I SJ5' TYPE ** SPElN BOARD. i r 3 I NOUS TOP MIST OE PU PROVIDE METAL STUD KIG H GZTR PLATE MIME OCCURS KW MOVE SOFFIT 0 ' AIL MALL SEARS J ii r ...I STOIRMROM' ANCHOR 1. 11211 I CLEAR 'I'EM (MTV b) �S I -I v2'1 OD. STAINLESS III ow 6i.Alib sTORRONrr SYSTEM SHIM STEEL TEE OR TE'B I ��'� TIR. TU6Mrb MV V�!' 1?K. X 5' i III FA6TBi TO '� M ENDS ' SILIC.OlE .!DINTS AT f ` ! SOFFIT PULL HANDLE HANDLE E ® N�ANI�ALRN0:1! .�� SCRIM A6 1077, ! I . ON DOOR • COUP* aifM.LF MADE BY �— AL SLEEVE I REQUIRED REQUIRED STRIKE 0 • 'v DODOOR MUMJFAGTIR�.R - _ RIG H WITH I '.J,Ib' WIDE ID! RADIJ6 • di STYLEMA "'' STYL 4 K IiOfl68 OM. CHAPEL. III RIO Wirer, METAL SURFACE ON DOOR • AL L GFWfL MV Mb BUwFfED TH CO1444 /RAP I SHARP O FNT O LONE ON BOTH SIDQS — r l • GRAB 9 EMS AT THE SIDE SHALL I C AT LEA6T 42' WITH THE FN► END PO50NE0 24' !I ETAL F114SFf L�2' TFGIC GEI IT � +'r ,• ,+ THE MATER CLOSET STOOL, AND 6RAB Bb AT TIE BACK SHALL. EC NOT L !! THAN 96 LON& M ' 1 ......rowel �,.r�,, �.r • e e L GR PIPTH OF THE GRIM* SUPPAGIS OF A WR a OAR 9FMiL OE 1-4/4" TO II-117 01! THE 00AAD SOFFIT AT THI.E _�►,�► =�� �► �� �� �` .�' '�. f PROVIDE M4 EGINVALENT 6RIPPII6 lI wAGE. STOREFRONT MOCK "NW 6MIB *ERE ME �� r .rr'�' �'•�►►' -O' O MINED 6 6 ' TIC GRAB DAM ARE mum AL7t1AGENT' TO A mu, De SPACE MIEN De WALL NV DE dRAB /r�����'��j/ ►��' ����/�`�`.�Ili'''�`•�`��'r♦" • - �� ADJAG@1T'' SHell. OE FREE OF NW AERA61VE dIDENTS. 1 // r_RxM ?9teH 5oetL STORE mom FINISH SEE I �� � //�► �/► �► '�-�'�, = - COLUMN - SIZE PER • . w S: 1 5/4 MIAlR�E TILE AMORE /���—� �► MGT. SWILL HAVE A MMNYMN�1 R,AL'�NJS OF I/B • ��'� a ' exams) ���W "� � 1 /►./` ®° ALL COL !IMP FRAr Ib , OF 6R/1D DABS, FASTENERS, AND MIOUNTTNb vEVlces SHALL MEET THE -� �'� I d' GOL MfRAP -ea# , STRESS N A 6Rfr DAR OR SEAT INDUCED BY THE MAXIMUM MDMIMT FORM NE Iff iri ' MANIPAGTIIER .�� j I APPL.I ea f r Nl OF A'�Op -L . POTP P LOAD SHALL E'E LEM6 TWTHAN THE ALI.�OVIALILE STIKE �6 FOR TIE MATERIAL �BiED (HYPE b , TTbRAE� BAR 4R SEAT. a ORfiFIMOI�fT ..� V 2'' TDMW 6L ASS MEW INDUCED IN A GRAD TSAR OR !TEAT 8'r NE APPLICATION OF A 300 -LIB Pow LOAD SHALL OE 4 414 SHIM SPACE SYSTEM IV Lam' SILICONE WYE 1b' LE66 THAN THE AI.L+OE SHEAR STRESS FOR THE MATERIAL OF THE GAM DAR OR SEAT AND IT5 JONTS AT DVS M01MII6 DRAGKET OR OTHER SUPPORT IS COMMDERED TO EE FULLY Hemmer), THEN DIRECT AND TORrRSIONAL SHEAR STREW SMALL NOT EX THE N.L.iOMUzE SHEAR i , 1 THE IN IDE AND OUTSIDE OF THE GOM'ARTM@TT DOORS TO SIMS. 64. TO PUR HALSE FLOOR DIED A LE STALLS MGT ISM EGIIJFPED MN A LOP h -SEAR FORCE WOWED IN PASTIME* OR HUNTS, DEVICES FRCP, THE APPUCATION OF 13 4 FLASH MATERIAL. FROM MALL OR U-SHAPED HANDLE I I 1ATELY MOM TIE LATCH. THE ' I LOAD SHALL BE LESS TWIN AL .GW! E LATERAL LAID STIER A : L H D GONTRAGTG AND N6TALL LATCH MIST DE P JP OvIR STYLE SLIMS OR O P HARTJMIAiRE OR mmHg EVMC,E OR THE SUPPORT,* STRICTURE. MfIGIEVlR HA6 THE SMALLER ALLOMIAEI~E LOAD. t NOT tlEf�ISRN6 TWIT SPAWNS Gs memo. DOOR SMALL DE - T5eIL Ii7 FORCE U ED Mil A FASI1EN R L9H' A D1PECT 1DdION PM! OF A 150.1.0. PONT LOAD, PL1 THE SELF GL.Of�II . MA)iM'MM MOMENT FROM THE APPLICATION OF A 500-LEL FG61T LOAD, SHALL USE LESS THAN THE ALLOI'MaE N!TIVRANIAL LOAD BETNID4 TIE FASTENER AND SIPPIOIRT14 STRUCTURE ,,,�, SILL DETAIL - MALL ENTRANCE ,,s HEAD / JAMB DETAIL - MALL ENTRANCE TOIL PARTITION CO LUMN _ �` �' "� R°�A�"TM""�"`` �r �s I�, ,© �► ENCLOSURE MALL ENTRANCE ,© GRAB BAR DETAIL ►�Ri , , ScALb y . 14r say SCAM KT'„°�. SCALE 1 v2' is I'-O' SCALE, S" s f' 1X4 MOD CROSS MEMr;�iR Z MIA�SONRY HALL . \� N.„ --- . r 2D FL ,c10 R pi,44s--- .T , � \ ' ' —.� Ls cr!R ��►: '�► 1 (id /(41';',1q1 -.„,,, . 41% lk I fr .010 4, 10,04 ,00 ,,, 4 ,w , I 4\ AN ON O P ,. � ,� Z MOW k i � ueE MALL L1. Ti CRICKETS PLAN � � 411 I ��-� -� as � F I OR D1LT -6l SEAMS, ME GLEMtA1r,E 15 NOT AEOa. Al cam= AREA B N Ti1a,E6 OR GAMCANTS* (MIGLLV N COUNTERS OR SBRVk"E `� • I ► ...... CUT 147T LIVED TO, 'ST1 Y � �, 1 ' '�, - ..� - i _ / ■ I J CARRELS A!0'SIIDEMT LALS. STATION, A. MN#M'J0 GEAR 1 SFACIc D % - _ 7 ' SOlfi TT INC PRIOVfi7ED M PRIG, COMM PROVIDED. _ _ 40.°° RUSE, OR $ fr4. !MA'YIIE Aiwa, It 145611T OF TAA.ES OR COMMIS is fIETI�i � ` ' '""~' -- SOFFRf AT LEAST FIVE maw Ml, OW ]fs FROM TIE FLOOR OR 6RAID. NOT L S T TW 4 A6 1 ORE, MOST !!E C. CIE FILL U110 1 ME OF THE CLEAR F / /1GGlSdta PETALED TPETALED PETALED OW!. L.R SPACE MUMS ERLAff�t -. ACCESSIBLE ROUTE OR MOWER 4 ...1 � 11111.01 I. Nd16rs 50199T aJTAIR FLOOR SPACE AREA A • "I/ O. ItalE Gi6ARANr,E AT TAIB.e' COMM Alp ma SWAGES IS AT weir 2T 114111, SO* I I I I I - ICI MAME TLE TO SIDE MV M1' DEEP. RE'JISIONS r MAIM MTh* I I l l l l l DOOR gi REQUIRED KNEE CLEARANCES a► DETAIL AT JEANS WALL A ri k NOT USED , I I I I I I I ' K SCALE= 11.15. •e► KTS- Vii 2 I I I I I I I 4+ MAX Plitn musioN � ��•- .. � jiIiII aer cLEArR 'et = PAM OP 'IRt 'et 1 PIAINOuE I p n PIIIOM TRACE i. TRUE MEN 10 OF ACCIESSORT I I I I I t Mel PER PLAN tv. . ipwill S1NhTT DAZING AL "� n .-t- SM. SOP! PENIS* S SIST -st. - 1 r ` = „„, t J . • ' I I I GtNRA.eR MOM a rrFAc� "WNW OW caving* mans (� PM PLAN IMIO y� swot 1 PLATE _ - _ - 7. I I I I! I I M la . sir" N� Mir MK S1 - . xa a�ur�lT M� . OM Is 111011.1111 E 2 'f' ' '� a IrRNw PRPES ®''. I I I I I .._. _ _ � s � ,� � • g ,...: f!bt ... es si.. 7iw io OM lint r1Aw. • 1 ' '"LL�'T""m"I�°Ra°'a .�R . rR_■Im 1 F R E I H E I T & HO 1 I I I I I I • w1/ NM SAME VEIN •.IMrs.1�IS NOW vs� Lwrrnrarer Min I A R t M I T E C T S. INC �. S I rims mom OR TOILET STN41 • auiroll a�at �R w MOO 1 I ! I I I 01411014P Mf us r I I L .ClR.E1• ac ,, ,rte „ Q !i —CT-4 i r*ocr.lx �..- 4S t Ai L t w ' i COW 1 1 M IL S IRlolollc SI eIMA ILS ....... 'Ec S� 1141111 OM oroore 1 ,, MALL SECTION I A6.1 �, TYPICAL. PARTMON D-- .c; or • Piv smuts, , •D.IArw~$M. ••••• our • s • • • • . • • r i 1 • ______. CD 1 TOILET ROOM ACCESSORIES _ SCHEDULE ..... 4 to. �cces�oRY MA11N"AGTI�IER r TITS God IIIIDIANKS TENANT - - r , 0 IMPROVEMENT TOILET PARTITION EXISTIN. WA NOM E7 TINS I I r DRAWINGS FOR _Ili , , , - , ____ _ _i.. O O O O O O ____ .r• SEARS STORE #1139 1•• I•• 1.• PLUMBING FIXTURE SCHEDULE 1■. I•■ 1.. I I N0. AG C�80RY l4a*, GIUIOt , T1TE Gam modem • - 1 PIG-2 ' TY" WI" - NO. r-4930 MITE MULL -MO ITID SOUTH CENTER MALL rr .. TUKWILA, WA k I !!; •• 1 l II Co` 0 •• Ili; I.1 •• M2 i1 rl ii • . SI I •• ■1 •• it El II :: r■ li1 L • r■ it , ■■ •1 .. • 1 WOMEN I :: roe . ;; mi. cos •r it •i ■•1 •• u •• •1 r■ •1 _ Iii h ._ ••' ii u •• rl •. LINIfflaiii _ r■ n II I r■ ■1 Z J !$I! 1 I 1 '� N 0 .... ENLARGED FLOOR PLAN - THIRD FLOOR RESTROOMS 4,1 1 16 1 _ ,_____„..______,.. . I. -. i to I I CD . 1 : ri i r \ \ r KEY PLAN 1 1 •0 7i*, AREA B , I obidin IIII ........ 1 r MEN © 4. ° El- I Mr,-2 1 X N: I , AREA A ...." ic I 1111 , AllE ' A , REVISIONS ` A1i:', , Per JED 1'. • all( _S - BIE 1 — , 0 11E IiU 2' NC AIM I � I , ffilk I II , TR1 WOMEN - '10 _ .. - - Mil WM:1W StAINIrTii. fULDNG ;SW SUOUIrrA 1 22 :2 I i I NI ..r E C e i 1 . , AID 0 •'7 lit%1):1 .4 i II _ O' I REIHEsT HO r - 1 . . r r r 0 •, immil a :6s 7 1 F : . ... filCalealigl [ 6 � � c t 0 . �w w r •rr Noir "Lit r*•arqg or I 11 I u._l wf Mgr As •; ■ �r�r 9.4u- FLOOR - SEOND - = 1 `. Pi.�w o . . V - ' IOU • IIPIr e NIP Covalitatir aft _I NI. •S - 1 I 8 9, 8 TENANT . .. ., N 1 : . ® IMPROVEMENT \ s. • • DRAWINGS r. 0==9 === FOR \''6,. • f § FffTING ROOM ... ... o S EARS •r. •. '■,. ‘,... I r STORE #1139 I . . I? \ I ......_ • I■1■.•1 •11110 M \ 0 t \ N... ,,,,‘,.. 6. / I / . moat " T • (7 SOUTH E '" TUKWILA CENT WA R MALL \ .0 r 1 4b'x24• 5.-4' ,t' 1e• Arr. RUNG RooM 5) CO b HIM* / \ ; , I? / I , L A a • VW 1 �,� it RooN "T FITTING ROOM 4 6(24• I ` n • • I IN �` L. . 0 All 0- Null 111 M1N r 6 FIRST FLOOR - ENLARGED FITTING ROOMS PLAN - AREA A , SECOND FLOOR - ENLARGED FITTING A1J * U4 _ IV Ali ROOMS PLAN - AREA A 1 lilli \\I L_ .., / 4 i (\ ,, '�• t1 25:3• i I \ 1 -� r .r. � ,� RrTMS MOON (&31 I P . • : ! : . iw 1 1 1 :: ii I 1 1 r * r1 _ - _ - _ X1 . ■I 1 ■1 I ■I .rte / MI 0 - _ UP 4 UP 1 KEY PLAN AREA B sTel ) 4 SECOND FLOOR - FITTING ROOMS PLAN - AREA A _ FIRST FLOOR - ENLARGED FITTING ROOMS PLAN - ,I xxE *Ur =r r I1J AREA A AREA A e 6 19 18 REViSiORS / 7 .11 . ® r:""] I - / . \ . IIII , I c' •Zrccwi .\ L _ N • - -III_ - -. - . __ _ I r+ li? \ 1 , I 4 it I FE 3617.0,70,4 7 wt:. iszeco t suerrrTK f • r :11 ;". a mum NOON w* suarr -+� ti r 11 alb2 r. - ts '1 N_ I "A' it 1 „.4:„ .. tea 4 _ ( 1 I = I O I z I FREIHEIT & HO I ik„... ..._ ARCHITECTS, INC- P S �� ra Bair m 0.415i11411110 •mo /: ''"0R I I o , ; 0nwweP I..rr +w GSM NIIMAIM a ME . A ,/ 1 efM�1t M11�IE IQrv i . / iornumms ,. A7. 1 f imi Ws PIP • Mr SECOND FLOOR PLAN A FIRST FLOOR - AiliNG PLAN - AREA __ -- sir�E • Mr • r,,r . am.rrMwt *r�■ir •rrr.� R 0 s * S • i - __ • ALIONIME IT CHANNEL OM ROCK ABOVE 12' -0' (INVISRILE) MOON 'cm SK'ETTR�'JIe ABOVE TENANT I 12'-0' ," � � t – t &WNW GMT& — AU6NPCITT CHANNEL.— SHITT ROC1C IMPROVEMENT comma my *29084 DRAWINGS (1NVIS+eI.P Ba.Ow P -132 ) coos + FOR r r 1 i r i l re _____ I I I I % SEARS 1 111111 v STORE#1139 _ 1 1 1 1 1 1 PIG-38 - _ _ - - y - C I I I Al I I _, � z �� , „r_., ,....... _ ,._. ........ F. f — �� __.. SOUTH CENTER MALL rem& DEPARTMDIT -�--' '-- FOR CARPETED AHEM .. �_ == E TUKWILA, WA 1111111 NM= =■1 b FUE1R ECM —FOR CARPETED AREAS RUN CARPET (A° RN CARPET APPROX 4 � . PANELS I 1 X2 OF HARDBOARD PANI35 —FOR HARD SIBlFAGE •- = '- _ FOR HARD SURFACE COME TO THE GEIL.IN6 moans AREAS -- . ... FOR HARD SURFACE - URFACE ® Fir00R1rb AREAS NO SFlETROG1cJ FLOORING AREAS "STORES WITH BNAGK,WIIL1 CORNICE VB- FOR CARPETED AREAS HARDBOAIRD I RUN CARPET APPROX 4' PANELS FOR CARPETED AREAS RUN CARPET UP ON WALL < P -131 APPROX 4' UP ON WALL F RETURN ? 4CL ) K1 CGE MOM E AT FOC1 GLACIER WHITE •1360'1 FLOORING AREAS FOR HARD SURFACE iCiM VS-17 RrOORINb A1REA6 ATT FOCA �� GENERAL ARCHITECTURE BACKWALL FOCAL GENERAL BACKWALL W /SLOT GENERAL BACKWALL ,T, ALL CEILING HEIGHTS ,„ INFANTS/TODDLERS /NURSERY BACKWALL FOCAL d(7 )HOME FASHIONS /APPLIANCES 1 8 PANELS/ NQ CORNICE ` '6'° 5 C�.E: V4' *I-0• 09.15 • • .. A 150 9GM E: V4 sl-0' O9�Ci�1. .. SCALE 11"1 Od..0�1 Olaw 1� �� SG ILE: V4 sl-C 0544 .... S CALE= V4sl-O 1 '' " 09AI��dwq� 12 1-0' IF SI$TROC.K ABOVE. LEAVE E)OsTIN6. P -131 )---- IF HIVRDBOARD PANELS COMM TO ML. DOVER Arm 9/b' AL16NKTIT CHANNEL SW ET ROO( ALIT S T ROCK GOIR , MLR*. MASONITE TO TOP OF FIXTURE, T71�a16NATE 6RAF�IIG 121-0' MOM P-131 _4021P...4 'WHIN 12' AREA t VAR ES t ' I r r 1 1 F ,, re 4 I I I 1 I I P -131 . I I 1111 r I I r 1 r I _ - a Ilior 1 1 1 1 1 1 I I I I l l l l I Z 1 i 1 A MOM ! Z Z AM" MEW MINI ME 1 I I I I I I I I I _ = 4 31 it .-�— .p �r�w� 1 1 1 1 1 1 1 1 1 f _ '.. --..- ..�.... ...._.._.. TYPICAL DEPARTMENT a ... �. �r _ _ 1 BACKHALL -.___� .. f 1 _____._.__...___._._...__........ ______ ■IM 1N■ 1=IIMI■ M=1011111= NEI ===.= ■11P1=111 i■1 INEMI=1=m OMEN 1 WORM VIM BAC.KWALL GORMC.E • - HARDBOARD I F --- NETIARN GORNGE TYPICAL. DEPORTMENT FOR G 'E1Efl Awe RUN b SLOTIWALL P/40.5 RUN CARPET APPROX PAWLS ---FOR Gr1IRPETI® /NREJkS RUN CIVET AT FOCAL 1 comer APPPDX 4' UP ON WALL IRON 6L f1t 4 UP ON WALL P-13I APPRDX 4' UP ON 1"4RLL CORIGE IS ' FOR 1 SU RFACE AREAS FOR f# 511RFACE TH ROWN NON - APPAREL FGGN.5 VB-I'i FLOORJI. M EM TYPICAL ESCALATOR WALL GENERAL BACKWALL - ELECTRONICS GEN ERAL BACKWALL if , ALL CEILING HEIGHTS ,{ BACKWALL GRAPHIC LOCATION 12" OVERHEAD FOCAL B AV" �,� " �,� . , , 1� ACKWALL W/8 SLOT PANELS 2 8 PANELS/ 8 CORN ICE oafl a0iad g L SCA L V4 =I -O' 09J 1.00a 19 1,�'d'� SGM. V4'•I' -O O91;MD.7a,dng M O SCALE: V4'• I'-0' 05.06 Af �oaa�g t SGALE:V4'=I -O' Oe.ol1Xlicrg 1F S IBETROCK ABOVE, LEAVE E (STNS ALI6M+e r COMMEL sFETIROr,K 1F HAIRDDOARD PAWLS CONR IE •3 TO CJa.Nr6. DOVER PIN W' ALI6MrE1tr C144104:L SHEETROiCA[ ABOVE W 1.7•47f 1.7•47f 6C E TO CENTER OF CORNICE. �) "MOM CUM // YAMS , l 2-0' 7-O' WW1 AID # 4, * [�v P -132 w A E V E r r VAI ,�' C TO PLAN. , f ". ST 1 i 1 1 I 1 1 1 1 _ _ .� - - - 1I I I I I I I I a s � =I..— ` amm" '_ .i—,■• " ! ' . ' Z - Ara i I I I 1 1 1 1 1 1Z - .. ......... - . i l l l l l I - 4 di AREA B 4 C / / 1 1 1 I I I I I I _ - I .—E1 A �1 _ - ..... 1 11 1 j VI3rr y ---► '.*: -3e' —. S I w C EIED fr frb . _ _ __ _ 1 __ _ NDTE: 11 ELEVATI 1 APRS MIN CAIR!"ET AP'PADaC FOR comma AIRE/�16 NW — FOR C PPETED WM TYPICAL TO ALL T TWIS5. 4' UP ON MALL_ CARPET APPROX. 4• GN 1WMl N tiGlyQ AiRD FOR GAMED WAS RIM C I°ET _ 1 (GYP AREA A W. OR !CAW METAL.) FOR HMV SURFI�GE APPT�OX ' IP ON M L.L 6L.AGE�R MITE I - " FOR HARRD P -00 S.A711ALL PA18.5 FOR HARD FLOOR616 MW6 S1 ACJE MEA6 siwz o 9Iom a: FLC1lOI s, A1EAb REVISIONS ' P-ei Vl3n TYP. SIDE OF ESCALATOR WALL GENERAL ARCHITECTURE GENERAL BACKWALL GENERAL BACKWALL ,a,, ALL CEILING HEIGHTS " WIRECESSED STANDARDS 12" OVERHEAD FOCAL ELECTRONICS �� BACKWALL WI8' PANELS TODDLERIINFANTINURSERY � � NQ CORNICE � . A" SCALE 1• -' ODJT • - • - . 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NV 2 FROM EDGE OF GLASS. 1110%2 TOP CHANCEL. 14/4' VB.-8 •IIOI'!S6 ANCHOR FOR ASOVE - - 14/4' SAFETY •410%6 ENDS FOR TOP SILL FEAP S11tIP 26' APP. •410966 END FOR BOTTOM CRAMEt. . • *22600 GLAZING VINYL FOR V2 . ISLAM 1 - 4 4 ..) 110025 V DOM& FOREDGECP 6LAuS PANELS (ATTACH An 51L,K,OIE,) d ^ 1 -_ V2' 'TEMPERED GLA 450' S k ' (ALL of THE AeOvE LOCAL PURCHASE) - MAIL a *,s A rk NOT USED NOT USED LIC ENSED 1 VS. d BUSINESS - TALC SERVICE s LICENSED BUSINESS - FORMAL WEAR BUSINESS STOREFRONT Tar SCALE V4'a ('-0' SCALE: V4 " *NCY T " • SCALE: V4sar• Y I•b.2 -Ira q -.I , J SCALE: 1/4•=1"-0 a►b02-1434•9 -Liu- TURAL OW -- --- VEMCIGR COLOR L.1c15® BLI51ME5S P - REM TO SPECIFIC COLAS U46 TAXI NOTE: IN ALL CEILING L BUSINESS SLIME (NANO , -O' CGMDITIOMe SAND WILL 0 AFF) BE 12' �J v 1 Q l y c t O a A. MaN le Ili PANT PNNT 'MJ.JZ41 90'114414 V V MI 1R % PLM3 4' 612441- cream , Dt. 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T1' •410366 EIS FOR TOP SILL E R 5151119P B' 96 APP. kk �� � NOTE: maw PLAN FOR 6WMI6G 1 410966 F0FOR BD�TTOM CHANNEL C6 FOR NAPE IN5TM5T NOT *226015 6LAZINS YOWL FOR Vr GLASS 1-W ' AREA. A DOORS PANT 4 110029 V GMNIC. FOR WOE OF I DOOR 6065 PANELS (ATTACH PM SLICCRE) i P-6o 7EMPERED 6i.AS5 47s19' 0. �, REVISIONS 71l6r1 OW. OF THE Ae01E LAICAL PURcaI E — DETAIL `:J !'' 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COMPOSITION TILE ARMSTRCN6, SEARS 1145e50 04650 6P-0e TRANSITION STRIP ME DETAIL MOM 6P-05 TRANSITION STRIP SEE DETAIL MOH SOUTH CENTER MALL (3 TRANd1TI0N STRIP TU KW I LA, WA SE! DETAIL MOH Q 1 VIM% BASE eemRS • 46860, mum •206, COLOR DREAM 4' GOVl/STwAI6HT BASE 1 Q VINYL DAM SEARS • 44641, ma'am 401, C ILO1R CLACK 4' COVEJSTRAI6HT BASE Ina VINYL BABE MARS • 4465I, remelt •304, DOLOR SPAY 4° COVE/STRAW IMA& I) VINYL. &ME SEAR' 1144645 JOHNSON COLOR - MON10L,K •z. PANT H11111 MOM* CMCE 011400 CARD 1I11I -2814 ® PANT K6 #P P-60 PANT BM. AC-4 YOSE T! SAM 0 P-106 PANT 8.14. LI54 6iE ( 044060 P-aIO PANT D K HG-I66 CHELSEA GREY 04400 CrZi Miff - D.M. AG 40 6LAGIEt MITE 04400 PAilt D.MI I4G-14 6REENORlr"'R DBSE 04400 1 • PAW JJ241 WOMAN 04400 PANT KX341 04400 P---T ) PART BM. FC-54 PUTNAM MITE 04400 , PLA6fG LAMINATE MOON ART 1101 .60b4P6 COLAiRI 60M1AMDA mike I MIALLGO'VERIIQ� EALDMIN SUC3 N O4640 SEMIS •451 G VOLLOVER1N6 PEAT 04640 CID MEAL MOW STA114.136 STEEL. h FLOOR TRANSITION STRIP DETAILS =ONG TLE FEATMER IP CONCRETE FLOM OW IN 1b•)'30 moon* WM MIN ALI6Me MN TIN NemTION E 61 VINYL TLE STRIP •45012 CERAM6G TRAN6ITWM •45612 CSUE4G TRMernoN 876E STRIP ! 5T1lI� OUZO DO CARPET MUM & TLE Ml1 VIV SETT,* E D IIIIIIIIIIII111IImII31w ;:* 2 : ; :n;Z: 6!6!6!6 /:.*%! *!i!i! :!i!� . _ . • { • - • 4 • -, . 4 b' FEATFIR IP CONCRETE FLOOR mama VCT SNIP (APPROX 6'l Mr IN r-O'7 SO FLOORS* TO FEATHER CARPET TO CERAMIC AL16N5 MTN TRA 15111011 STRIP TLE FOR A MORE NOSE FIT. N•�SITIC1i6 6F-05 6 FLOM* TRA CARPET TO CE RAM TIE GaRAM#G TILE TO VIM TIE KEY PLAN ' IVOLIE DAm AREA B & W"ET LAD ON GafAMIIIG TLE MK MUM FACED SETT,* Dm TAME NO PAWNS ..ii min ,nnh uuunn nnnnuiI{" CER4v6G 71.E ` f1I16664. OR VaGT iammi L -- AREA A --; - .. - ^ REVISIONS ` , 16 2' CAPPET C NER CL RM& 'Taz SCALE N.T.S. FINISH GENERAL NOTES I. ALL MIL PAINTS 9VAD !E M MI 1:61611ELL 19 1. Pi's' JED (" rUPCVML" 2. ALL C'1LINS TO !E PAa IIW PN S MIT OS G1EM4 FIPP. vow AS NOTED. M Q v 2 2002 3. Au. want APR= TRIG 1401 .vue wears ars Ta OE PAWED Sel -0,0e3 P118.1 MI6 oh+lMINIE NOM. . 4 COIIIRRAG101 a TO MGR COLOR PLANS AND I11113RAL IVIES PM arer.m. Cast AIRS• 1 ~KW on ILNAncee. S. =WRAC= 6 R!! ILE MR 1E'SIMW ALL 1441516,43 FUR Gt T gE. �:' ? WU aPprlJWII SAINFTTAL '' T i 6 G4R1RAGRX1 6 1113 FOR 11EATi* ALL 1 Nur 6611316RLY PLANE Mow TO MET 'ADM KNIT 9urr*M, , • - L71' LOCAL 5, PETARD/NW e . GAIIRAG Nor 11114E Gl lOVICA1r3 A�VARJIWE RIR MAN ME CfriGION.. 1 COLOR LAMER SE'S ME TOME -=- SUMO MRCS O110116L *MED S. ALL PART oR •11 10 Cif REAM R6 OR MIN MIN 10 S' NAM m l M I MD WM NNE 10 SE PANS TIE SINE Mat ON VE DAM Mk OR wE P1101r SUM ORIERSIOE 1b'1!p_ � i N _. NiL1.s sNwi� s.rMrw rI. ALL PLASM LAWN All 1NE '. MII •A' 10 SE NC SIN R';111M7m Malt lib IN PL. 1l= MN A Mono Post L THE cm AMOR1►111oN ON wE COLOR MD w►1EwAL RAM OIERSINNED we PINES FOR w1E MINA MM. R 0 mingieD- A a ALL dlNeNr*L •110.101111C 1NAT 1011101116 MiMN6r MU COMM, 'RE rLOCIPIPS S 10 E MUM P.1 was ram dip F R E I H E I T & H V OEM PI ear Mb WIMP A R C H I T E C T S INC. P. S. TwaaR -a r�1rlrrt•.� w1w: E. *L 6111111‘111~MOIERL 418181IRL /O011WCw E 1D ME PRISM K GM ORSIENNONON. 0411a/l1Mr P-41111•141111. MEW Tap CaM AIM IMPS! PR PM. COLOR 14. ALL. MOOD LAMMC»E NI/LIED 1p VERRGAL 111WAGES WIMP We NM OMIN RPM* SLY Iair•ar A» 411 110 Ilk r COMA ARE Mt' OR Lab HMI MR WOW PPM se mime row swim 16601 wE EI1SR MILL ORE 11 0+61R0.72 am INIDECr rC IIAaF 1x41 . 3•1'E tv2r4fi *11131 11 1DOZIP: 111 b 1 5 ? TT SSC _�t04 A9.1 .. _ ....,_. Ili...e w! *mow i A aperuma R • s I • • • M . • • i 4 L 44 x ' : . : "4,'.4' . #1064a ' r . • . ., - ....... «.. • . - . ..r. +..rAY f..r.. • 4.. TENANT IMPROVEMENT DRAWINGS FOR S EARS STORE #11 SOUTH CENTER MALL TUKWILA WA • M a SCHEDULE O . TYPICAL D � MD � UD MOUNTING S�HN IGHTS TYPICAL ENTRANCBDIMIENsIO1�1ED AS srroVw WDRK EITHER OPTION A OR B WILL BE USED IN RECEPTION ARE+L BUT NOT DOT t y�r � w� DLO TANI r r1•L1t X . L / ' Ntaw 1 T Is Ar �R Nn .z-r.A / am samai X � n Iii ' // I i L w x X � acanr. r ---4 7 it NM 11011 SW UWE • � Y sor 0111-11110 � X 0 0 t 'w, ant 1g VAIN LM X 1 u X 1 sv 1:101IL.M!M11NO i X x +rr WE MM - tsft sc - m >r 30'-8" �$ MAIL =IOU E OF' AMC DRUB NIIIILLO MI 1 WM MIMI - Mt CID - mat' 14' -2" 3' -8 12' , . 14' -2 3 "8 12 - NM uE NWT .11/ MIL 1/t ■ • + Man ■p s 1111111111111 t11 ILY NM - �1■ .n11R 1 Ss1Yt X X 111111111111111. >< 1111110111141111 � ' I .) I ►� -VT' J�� j r III) MN I,1 y■ au vm in _ - x " X MN • �� w 01111•11. _ 4111. Mt MI M. FIE t WWI IMX X v.d x . . c 1 Ell , III) S�TO�. III �' X ■ 7 ■ i•. _ t• _ via NM as r tafr.R _, WINS NM at i • n � ■ x RAN I �� I 1 MIL. X X - NW In MEI MO ©■ X iu W. I " O MINN RECEP710N :a• 'u I RECEPTIGN I au SWIM Sian X X IN H ■Rn i lm X X r ' T TEST u- ^ T TEST is. I X X 0 11 Q r► MD X 1 MUM . V. "°' �!` 1 I f.w s am me me X • our my II °' „ II 16' -1" all II Mr 0 NIL 0 WWI IMI - ILL MI II X X III) - • 1as iV MN X X ► , o , "ri. sr - • • X X } 1 3 ! ! r s ■ills MIL X ' x unp• • . s a X X 1- 14' -2' 14' -2 awot wa<T�>�r ` x rR[T WW1 SIOUX .� ss • ■a X msr 1111141111 M JCL 2111 WIRD WM SW N • ssr..rrm�w X X 1 0 ..r1�. X X • r'r Of MD C s. ■ rr�l NIL X X ►.I. Won. MID X x p.:4 X r. x x . b ■11111 LI/ s[ a 1 rill - MR M 11 _ 1111111 1111111 w x urranrao STOOL p allec maw INC SICK 11101111114 �.. 111110 rm. s X X - IN MR s T Mete NOM POD T t110100 1". i erar - s i■■�L Tie ■NI X • � TO r MOM scta. � 4-77Ia CIT. 4100. s'o PROM: ( s34 -rn4 EEL MOS. �'" , 0 sows MOM X •• x x MALL MOW 010 ISI . Olt UM V■ Mlrrw PAW OM SOPMOMINT •-• alms as sr NM • v �t.l i MINI w t MOIL E. a1 MOM NM T M MUM �Mll� KIM I'D I'D um rl ma s r X x I ILair NE 11111 !!r X X .. , r — r a■s�ti!••113 X X 11111 111111 Mr X s �� wlr. X j X tolF�rrs s7nRE TYPE .:.1i- _ .. u A OWNER ONIONS VOW 71!! IDLE ,m�rttlurrloM btES 4.01114:11 Ili ME" OM* a KEY PLAN • UM" - >•1/rF air �" am Ai >rElwrrpT !ai lA' • !"-/r aT * ! ■ � ! � PLAN IMES ONIE ' ----- A 1w 1Lt ! !R E� RIB 1 aim L �� L � s AR S .- G . • - i r a IMP • !'�� 11M e mu = so= w ow © ...... ©� ■ X STONE, s7alE ., a M. PLANNER AMT. sn n. I_ ! wLM rlwr s s ■ 17 11": �a�cr■t w " 1111" Mali Miracle —Ear ' fa; is 4 i.. Rte!! 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A� �w-ias AREA A REV SONS ' ' rM:3 r .UKWL' MOvL Z +- - =.. r *WOW SUMMIT/4. t • 72 :.2 r i mi nirie) - - -_ i FREIHEIT & HO ARCHITECTS, INC., P - _raw 411.1t) otiv.5517 Ms O csiv 32. an 0 CT +Ki Mac MI" WM T'4111.2 lin IMOMING MME _1 ■rmamarT HAM 1 011111.0111ausikelres Pap !tea a • S • is • • OS • • _ _ _ i I TENANT IMPROVEMENT DRAWINGS FOR SEARS �,. _ _ _ _.„.__ 21_ STORE #1139 w- os �...,. MEN'S t7 Otto ww . ur, 8 ' CEIL. r ! -, C v - " II } ,, i .__ . ' t RP . , 1 " ira K .- _ _ / SOUTH CENTER MALL ., O amea .,a. „ 1 iii . ai. "'su'ir _ aal . I ��) C�1►� • „w - TUKWILA, WA W .Aar w r ..... ai r":614:3: ~ r+ r P.M r a .or.. w `w i w.Z+r w , yr a:i 1, i, a.r • y. may. �+ Ww � 7r .Jr k � q. ,°Ym°u [Z 11 RVMEN'S e III s�- .. • .; ' .,....�r„ k MON. ! fit! • I � 0 M 1 yQIE AFT - - : __ _ gral ■ M. MI MR Nil s 1 lia.M ju i NO( rw w E000R L7C 0 - li -�e °°°� • nFTAII O , - r v,. o rxo"' I .�p"t - ' i -o rrw ooa fil► .��. . �•r �^r II • mum r ear 1f t w at . w rrr {are 4 Atr Lune[ P.la I .V I a 1 IYe fi r ,eul YAAe. t -- - �� J • Lill r uJ, lL+,rrrur _ S 0 1 ii1 -ir as IMO az MIIIIIIM Mr ----1 1 aa. r : t O , y r + 11.401 61101 r : t O ' • " a I .�r.... - • "� WI ►�T, -„,,„ , • wr 'PAW LLI + • A r .rtl eti Laeerur Nla b y mu rAAA►tr owR roa LP• u,. ••�� MA► a ►r! 1 ��I Ytl► - MJ Ole. Yr P.. a.YwrM r4�r eeO. ••� r'■■YY wrr i M�r. y . r rrr M a +•e,l. p.°34 .aa uw :::1 i Lc �r� �^► _ LWlrb.11r� _ Ira M a•.r "Mali ' � ,•� p VT Mm= a .w 1.. ri r wl wa■ : TI w yr u• k � 4u a�ur "wewo r k- �- —: ELEC. I[� UMW" - _'7 _ u�o surrtss_ w s )7 411 ' °' ,. I �o ° ® fig„ •, o .� o • w ,�.r te r. _ "" >Q� K i ��� woos •Mar . • s sear - TYPICAL ELEVATION Mar ,.Le r we. �r r-- (,,,,,,,,, 044 r-r uJ.r i I ill IT0 SCALE 1. - rl . 1# a � e . - ti ::: a+a Ae- u, , p r arAe, rr■rr..■Or sr u, `� r rr v urt �w. v .■rA. w r+M retvvr _ ' our r . jgIIID IL — — .. i `te 12Wial [-________] alarm- C, C�� i■'LS$ - T. soma UCEI.SED [U6NES5 ILL /0.s -� -, ; nom r� - wend 000a f r o -o +mr , 2 TYPICAL ELEVATION REFLECTED CEILING VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD, IF DISCREPANCIE' NOT TO SCALE SCALE: 1 /e- +1' -O =' ARISE PLEASE CONTACT OUR OFFICE IMMEDIATELY CEILING PLAN NOTES: PLEASE REFER ANY PLEASE REFER ANY DRAWING DATE: bLOC 1 \ FOR ALL OTHER ENTRANCE ...THIS CEILING PLAN PROVIDES SUGGESTED PLANNING QUESTIONS TO: DECOR,/ADA QUESTIONS TO: 10/15/02 TL) KWI LLA, WA 1 UCHTG AND VENT LOCATIONS- IT t5 THE GREG SIMRQSS JERRY LUBICK REVISION 1: JANE ANN HEWITT MI CONFIGURATION ELEVATIONS, RESPONSIBILITY OF THE LOCAL CONTRACTOR TO 3333 BEVERLY RD 3333 BEVERLY RD # 1 1 39/aIST:24 AS ' . ST DETAILS, COLOR/MATERIAL VERIFY ExISTING CONDITIONS AND Am.., KANSAS CITY, I 541 > 1 `JP'ECS, ETC. SEE OTHER LOCATIONS FOR CPT. LIGHTS. VENTS. ETC. E3 -356B E3 -353B REVISION 2: LEVEL: 2 816 16 - 3 PMONE CORRESPONDING ELEVATION •"O''ADE SUPPLY AND RETLARN DFFUSER(s) w HOFF 601 7 MAN ESTATES, IL HOFFMAN ESTATES. IL T6 932 - 8489 FAX , EACH ENCLOSED ROOM AND IN EACH RECEPTION 60179 PROJECT I_ EVE L PAGES IN THE DESIGN **REFLECTED CEILING PLAN MAY NOT REFLECT 847/ 286 - 8399 PHONE MANUAL OR GALL JERRY CORRECT STORE CEILING TILE/LIGHTING 847 286 -0224 FAX 847/ 286 -7890 PHONE LUDICK DIRECTION/PATTERN. rO&LOW EYJSTINC STORE S47/ 286-0224 FAX DRAWN BY: 2003 BASE REMODEL SEAUIS CEILING TILE /LIGHTING DIRECTION /PATTERN UNLESS E -MAIL: E -MAIL: SARAH E. OLSON LIaNSEC1 (3Li51155 2 of 2 SPECIFICALLY NOTED OTHERWISE. GSIMROSOSEARS.COM GLUBICKOSEARS.COM FINISH /FIXTURE /WORK ISTM-I I , WALL LEGEND J ., '-- , SCHEDULE stms L'�wsre4TF N. PARrmON TO BE 3-5/a METAL sites GENERAL DEIrc/cONS7RUCrigN/PERA.n I 1 x X ® AT 16 O.C. MTH 5 /8" GYP. BOARD ON , - BOTH SIDES RUN CONTINUOUS TO 6" 48/NE. + +; OR 4 111" I FLO COVERING (/46656) - X t X THE CEILING GYP. BOARD ON • PARTITION TO BE 3 - /a METAL STUDS MEWS — PAINT - 016. 6 ,BE►LIMIIN MOOII A C -40) ` _ x B X - X 1.11111.1 AT 76 O.0 SOH 5 /a' 8 CQL... - saLL 6►SE (/45x•5) x OTH sots RUM CO TINU US TO DECx r- 1111111 GENERAL u iTw C .411r • x x II= FIXTURE NALL (SEARS READY •ALL) 4 . • X •••� I . MN BuSNESS DECAL (MID) ` X X •:: :•::• ANSONRY WALL O►► KEY PLAN MN SAFETY DECAL FOR GLASS ( 3;7741 I X �„. A a R1ENTiiC* • :EWERS (MOT N CORE) • m. , MI6. ' AREA B (097367 X DRAWING INDEX: 11111 A•O> S" IDENTfcATI°N LETTERS (N 'ORE) I x X ■ (#3972.7.) A7 FLOOR/FIXT1�l1E/E;�FCTRIGIL PLAN GENERAL NOTES GYP. CLG O 9• -ON Fa -� 1 ` - TAt S+dA■ (mac +/I.A■G; (�329�1 x x A: REFLECTED CEILING- TYP■CAL ELEVATION P c+ti caRE? j FuRNrrUI am FotrJRES x X 'S Q PHOTO 111111 El ...s POS +aEas�R .ro ,ONE Y >< • 4 1 1 5 - ----Ej— , RLRIATE p►C44 xAaE L.,rt x X .(STA GENERAL NO -ES --- =CZ Pilli, 191 4 r A�(}ITE�TLRAL P4ltT5 "JO NO 'AYE V Q CI: �1 AREA A I PRE OEAtGE �VEP JUR 5PEc - i - D Aw■GS _ - S _ 4, i I r ■ ■ 21 .AL_ INNUF CTJ D MASS AIL EOL�mEA/; 51114 BE i ,, , —, • — — u5 N ACCf1i1DIwCE rr n . • I Mlwls.c-l.aES .p - TE•■ sPE rAnaNS © � � L + ` I REVISIONS 1 I .T Ay, waft ii , l.l4TCIMI '^ at DONE K 4 _ _ L_____ S MI �aoa �P1eMq�MF MM•EI► A� S+AA L ' II . Z.YXF , IN_ s ... _• L_ CA. CODES 4- -4 r . I�ail�C . 4 , •r+Ep( APaiA AeLi *� S �? 42 rf5'M _f: 4 146..44.... WS WOE' ./R •..... 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I + ILIA • 41144.C.. • • •11.:411.111 �_ r., I.. .j..4 'r 41` .. : • If4� . �'_ 4' •� \ 1 _i . ^ ' T IR�h ►� c - r • c P - . ��,�, - - FREIHEIT Si H 3 ; ` ,.. . ,rr ., • I .' :y� � ` V ! �'! :• _ .� ..,, AN' } �/"ti+►h _ rt = ■ - ARCHITECTS, IN I : I tiwv Ej C ti y'.?I + -1+:01 .�_ • � ac: _ i4 ..ILt�_ 1i4s DL A C 5 aft 4111 011,,, 1 ;RE L :S > �:'t'' �.E+� -. .+ylP4 I r T : �', - - Q ; .+ ANN -f NI p 2 ! ! ! � 'III MSS I WI 1 1 c t- _ TSA* ^,-,!. - 3 I .ac 1 �6 1 L E \i C r. L a•+ ..' _ s a:. :.., -, t 1 I . ..‹"*" E _ T4''E'S "l '4" 1MIr : Sr•'t S 'l h ! !.7,.. tat : „,„ • ■ . 4 ' ''� .214.1A y� 'S:. '`I - _ Al • , x . FMK "±lI.3i' C>�...1''1� , I gilt tioriesm Z. J1116 • _ _ = yt1114t'ti�+;t +; :coy 'a_ �IMI :r sF _t^,t .,44-, c `�t`.�h i_ „,42...\`i .. q - --: r or _ CTT I MIMIC Mir •� �•• 8 WI ZINI7241111100Litmg 1 )02.61.155 1 . '. -- HR—I . _ . ... ... • I aIw1..0 MP • OW II '414 11rl/at •t • $ 1 Mt r tf It * * 0 S - ■ i .._ i_____ _ • r ------- r 0 --- \\ ELECTRICAL NOTES FOR "A5 -15" REMODELS: . I) Kt M ACI ANY `iTAINED OR DAMAGED CEILING TILES. P) Gf Nt RAL LIGHTING, UNLESS NOTED OTHERWISE SHALL BE ONE LIGHTING SCHEDULE ')(4' LAY IN FE.JORESCENT LIGHT WI PARABOLIC LENSES PER C ole V MANU. $ SEARS' 60 Q. FT, OF AREA; REPOSITION 2'x4' LIGHTS AS REQUIRED. SYMBOL TYPE OF LIGHT FIXTURE * HARDWARE 3) UPDATE 4 ADD LIGHTING /E=LECTRICAL WHERE INDICATED CATALOG # ITEM # QTY C orporat i on 2' TRACK JUNG #T2WH 44400 (EXCEPTION OF SOME EXISTING OUTLETS), 4' TRACK JUNO #T4WEI 4 44402 3 1925 Enterprise Pkwv. 4) UPDATE ALL 2'x4' LIGHTS BY INSTALLING PARABOLIC G' TRACK JUNO NTGWH 44405 ' 8' TRACK JUNO #T8W11 ' 44407 2 Twinsburg, OH 44087 REFLECTORS IN ALL EXISTING FLUORESCENT LIGHTING FIXTURES. JUNO SPOTLIGHT 12' TRACK JUNO #T 1 2WH 44409 (330) 486-3414 5) PAINT ALL EXISTING HVAC DIFFUSERS AND RETURNS. TRACK LIGHTING PAR 38 OPEN BACK FLOODLIGHT JUNO 05P 1369W11 44430 1 4 G) IF HOT WATER TANK 15 INSTALLED UNDER SINK IN VANITY, �— (POSITION EVERY 24" O.C.)GHT AGOPARIHIR/FL30 120V SUPPLIED BY COLE VISION ONLY �y POSITION ELECTRICAL OUTLET AS REQUIRED. 24' PENDANT STEM KIT JUNO #T90 -24WH 44423 ` THE DESIGN AND 7) UNDER CABINET LIGHTING MUST BE E QUIPPED WITH ON /OFF INSTALL PENDANT MOUNT 48" PENDANT STEM KIT JUNO MT90 -48WH 44438 ARRANGEMENTS OF THESE TRACK LIGHTING WHEN 'VARIABLE ANGLE CONNECTORS JUNO NT2OWH 44411 DOCUMENTS ARE THE >WIT'CH . CEILING HT, EXCEEDS LIVE END FEED CONNECTORS JUNO NT38WH ' 44421 3 I 0 A.F.F. EXCLUSIVE PROPERTY OF 90 DEGREE T CONNECTORS (WHITE) E} JUNO �'T25WH 44415 e) it RECEPTION DESK IS BEING REPOSITIONED THEN ALL N -LINE 4- L- CONNECTORS JUNO #T24WH 44413 2 ' COLE VISION CORPORATION. OUTLETS AND PHONE LINES AT THE RECEPTION DESK NEED 'T-BAR CLIPS JUNO #T37F 44420 14 WITHOUT EXPRESSED A TO BE MOVED, WIRE WAY COVER JUNO +IfT93WH 44425 9) — i /2" RECESSED ' z' ILP BtAx WALL WASHER 277V 44030 . WRITTEN CONSENT BY COLE "x, o RUN CORD FOR SIGNATURE PAD FROM REGISTER TO TROFFER WALL WASHER 2' ILP BtAX WALL WASHER I 20 44031 VISION CORPORATION THE RECEPTION DESK. AN EXTENSION CORD FOR THE LIGHT FIXTURE (POSITION ' 4' ILP 51AX WALL WASHER 277V 44028 USE OF THESE DESIGN & SIGNATURE PAD CAN BE ORDERED IF NECESSARY E WALLO.C. t 3C OFF 4' ILP BMX WALL WASHER I 20V 44029 ' CONSTRUCTION DOCUMENTS THROUGH SEARS, ITEM #33325, WALL WASHER BULB 25 /CARTON 4 3861 IS PROHIBITED FOR HALE) RECESSED ) RECESSED DOWN LIGHT G- 5 /877IA.x7- I /4"H HALO H7T -42G 43883 al."'" DOWN LIGHT GE TC 100WATT /PAR 38 @ULD w 1 8635! 1 2 C5 43634 PURPOSES OTHER THAN THE � 1 • 2'x4" FLUORESCENT LAY-IN 18 CELL PARABOLIC LOUVERS; SPECIFIC LE S GT NAMED I� CSI 2'T2' I FIXTURE CHROME FINISH HERE. COE �IS1ON FIXTURE fLUORE5CENT LAY-1N 9 R LOUVERS; CORPORATION ASSUMES NO 3' UNDER CABINET LIGHTING 2UC -25- t 20 -LPF - 43881 _ 3 , LIABIUTY FOR THE I 4 UNDER CABINET LIGHTING , 4' UNDER CABINET LIGHTING 2UC -32- 120 -LPF 43882 STRUCTURAL INTEGRITY OF 3' UNDER CABINET FIXTURE BULB F3OT 12/3OV/RS/CS 47640 I ANY DESIGN OR DETAIL 4' UNDER CABINET FIXTURE BULB r40/30V/R�+W -tt 30iC5 47641 SEARS STS: r 7 bi—ilk r._ L _1 #277 -1 139 (....1 TUKWILLA ' WA L IJ ORA1D1 SY: C T. 7 KATIE HORVATH _ t r F` 7 DAB: L J 1015/02 f I — - L. IJ � �0N I: - 7-4)-- 7 NEW TRACK — NEW TRACK —I n NOTE: ADD TRACK LIGHTING WHERE DEMON 2 INDICATED. CHANGE ALL BULBS FROM SPOT TO FLOOD 13ULD5. NEW TRACK IEMSOM 3: • NEW TRACK NEW TRACK — • ■ SC ,/„\\F 0 V. JJ 1/4" = 1 � .d\ , I ilk UNDER CABINET LIGHTS LIGHTING PLAN '...)-- 1 \\,__ } • GENERAL NOTES: DOOR SCHEDULE 1) ARCHITECTURAL PRINTS DO NOT TAKE PRECEDENCE WALL LEGEND OPENING MATERIAL OVER COLE VISION'S SPECIFIED DRAWINGS. REMARKS 2) VERIFY ALL CONDITIONS AND DIMENSIONS. NOTIFY , imiiiii NEW PAPA lHON 10 rir 3 ',M' METAL NO. TYPE 5IZF. DOOR FRAME HARDWARE QTY, COLE VISION - STORE PLANNING OF ANY DISCREPANCIES. — r, rt,r, - . % c) ± WITH 4 0 44 ," r.;Yt• 3) ALL WORK AND INSTALLATION TO BE DONE IN A rK) nMt) , ) N rK)1►t ±slt >r•, Kt1N I SOLID 3 ,_ 0 " x` ,_. PAINT WOOD HOLLOW KLl' LOCKED PRIVACY LEVER DOOR EXISTING ( r)N(lNt_,[_)t,'; TOW A:s( rtIC CCiI IN(;. CORE GRADE METAL HANDLE; ANTIQUE BRASS FINISH GOOD WORKMANLIKE MANNED AND SHALL CONFORM a HOLLOW , 3,- 0• PAINT WOOD HOLLOW KEY LOCKED PRIVACY LEVER DOOR = = = FYISTINf. PAFTITI()N i(0 Mr t )r km CORE GRADE METAL ' HANDLE; ANTIQUE BRASS FINISH NOT USED TO ALL CITY, STATE AND LOCAL CODES WHERE APPLICABLE. HOt.t.OW 3'_ ' PAINT WOOD HOLLOW PASSAGE LEVER DOOR 3 Lakr. GRADE` METAL HANDLE; ANTIQUE BRASS FINISH INTERIOR WITH NOT USED 4) GENERAL CONTRACTOR RESPONSIBLE FOR ALL WORK LISTED 'vision 1 i txl!STINt, rAPtItIJhl " PUSH BAR; KEY LOCK UNIT TH ' ON THE= WORK SCHEDULE (SEE PAGE A I ). . 4 GLASS Y - roil - GLASS ALUMINUM 1N51DC CYLINDER TURN LEVEL NOT USED NOT USED FOR FINISH. SEE WORK SCHEDULES FOR FINISH. SIZE ALL IOW PARTITION Warr WOOD CAP TO Br — 5) ALL WALLS TO BE SHEET ROCK, TAPED AND SPACKLED READY Corporation i * MC tAt `1T ljtJ') Al I is ().(: with 5 POCKET 3'- 0'x�' -�' PAINT WOOD HOLLOW STANDARD HARDWARE W/ /i�iitirii GRADE METAL DEXTER LOCK N470 OR EQUAL TO 'WV ( 1N)ARV ()N mom *3IL)r`'} RUN - (.()#lrlNI,()Il•1 to 4 ; »• A r r 6 DI_rOLD PAINT WOOD WA KNOB W/ ANTIQUE BRASS FINISH NOT USED WALLS WHERE WALL COVERING IS REQUESTED. 1925 Enterprise Pkwy. GRADE `- - , 6) INSTALL NEW CARPET, CARPET BASE AND WALL COVERING Twinsburg, OH 44087 'RN tlATrn/*Jcx1Nt)M,(OF1NC: WAt.I`s +i (.rn �N {:F, L)►n(rN•s (.(>KNIN(� tfA1T x I THRU -OUT ENTIRE= OPTICAL DEPARTMENT. (330) 486 -3414 i... orr ■M4 J 0N►ACrt) PRODUCT C OW. . I 7) ALL WALLS HAVE TO HAVE A 4" CARPET BASE (SEE SPEC). Nwt♦.'hlr'X) - 8) WATER SUPPLY TO BE BOTH HOT AND COLD. IF NEEDED THE DESIGN AND INSTALL A SMALL HOT WATER TANK UNDER SINK IN VANITY, ARRANGEMENT'S OF 1 . POSITION ELECTRICAL OUTLETS AS REQUIRED. DOCUMENTS ARE THE WORK SCHEDULE _ - FINISH SCHEDULE 3) INSTALL NEW HVAC SUPPLY* RETURN DUCTS # DIFFUSER IN EXCLUSIVE PROPERTY OF SUPPLIED INSTALLED BEARS ' CODE MATERIAL DESCRIPTION ALL ROOMS. COLE VISION CORPORATION. No iTrM BY: - DY: ITEM r 1 (X 7)() `. 4 TOW '9rAW SrAk,S MD CARPET LEES CARPET (BROADLOOM) i 0) DOOR TO BE UNDERCUT I " FOR CARPET AS NEEDED. WITHOUT EXPRESSED VESTALF ;CUSTOM MULTI COLOR; 22 oz. I I ) CENTER "OPTICAL" SIGNAGE AT ENTRANCE. WRITTEN CONSENT BY COLE .4 PAM Wm Nl 4 HEAP.) SEAPrs ADHESIVE 5 GALLON PAIL COVERS 200 SO.YDS. SEALED 3 -stIrrr WI. r NrA n �rArn TtSD ® CARPET t3A5G CARPET BASE - BY LE CARPET SIGNAGE SUPPLIED 4 INSTALLED E3Y SEARS (SEE SPEC.) 12) ENTE=R VISION CORPORATION THE CUSTOM COLOR (TO MATCH BROADLOOM) SIGNAGE AT DOCTOR'S ENTRANCE= USE THESE DESIGN at 4 h'AINIINr. yPA SEARS "OPTOMETRIST" 4!5795 ® WALL VINYL GCNON CONTRACT WALL. COVERING CONSTRUCTION DOCUMENTS 5 'WAll I 4 )VrPINe.: iNfAlrn ,EAR. , N2 -5t -DV DOVER 24oz. WHEN SEPARATION EXISTS. SIGNAGE SUPPLIED 4 INSTALLED , ;AWPFt TP WOt 'iLAk' SE AC4 PAINT {POOR) BENJAMIN MOORE - EGGSHELL FINISH BY SEARS (SEE SPEC). IS PROHIBITED FOR _AC4 YOSEMITE PURPOSES OTHER THAN THE 7 tilt ttrx • r+Ahr ^,rAh• 3rAF�� BENJAMIN MOORE - ) EGGSHELL FINISH I 3) ALL ROOMS TO BE EQUIPPED WITH STANDARD 2'x4' LAY -IN SPECIFIC PROJECT NAMED I c :rIIIN�;� KKi31 PAINT {TR �KK GINGERSNAP TILES TO FOLLOW STORE PATTERN UNLESS NOTED OTHERWISE. ,rAPn 5 rAt+, , 8' FUTURA LETTERS `OPTICAL' Wr wr Po( )M 1 Anlh(r1' , 32 "132 V SIG HERE. COLE VISION NAME em t()r5 "br."-5 iCAK`i r 0 DE USED NON-CORE LOCATIONS ELECTRICAL NOTES FOR "AS -IS" REMODELS: 32903 SIGN - U U 7 L L • •M RI ' CORPORATION ASSUMES NO 10 rat r+rl( Al wr>Mh nrA>R'� "frAR' (TO BE USED IN NON - CORE LOCATIONS) I ) REPLACE ANY STAINED OR DAMAGED CEILING TILES. LIABILITY FOR THE H roc tWl( Al rtxtt,Pr�; 4 IAMP•1 ' 1rAk`� :,rArr.'S 3 ?996 SIGN 5' LETTERING AT CORE ENTRANCE 2) GENERAL LIGHTING, UNLESS NOTED OTHERWISE SHALL BE ONE STRUCTURAL INTEGRITY OF C AN, 32733 0 SIGN OPTICAL DECAL. FOR GLASS PANEL It r1„ ellh,rie, 't 'i �1rAM'' 329'1'! 2'x4' LAY -1N FLUORESCENT LIGHT W/ PARABOLIC LE=NSES PER ANY DESIGN OR DETAIL 1! rtVAG. '1rAk�S Fyr ' _ 1 SIGN 2 2'x22` TAXI SIGN TO DE HUNG FROM CEILINGS I t4 �I'•r*1r i rr�, ,CAiw , � PAKF► 45509 SIGN • EXTERIOR 'DOCTOR OF OPTOMETRY" SIGN 60 SQ. FT. OF AREA; REPOSITION 2'x4' LIGHTS AS REQUIRED. stt ; (FOR SEPARATED STATES WITH OUTSIDE ENTRANCE) 3) UPDATE 4 ADD LIGHTING /ELE=CTRICAL WHERE INDICATED "fTi */* riot I Pr'S colt cot r 508 43 YCT TILE 1( LI LINOTE5TA TILE; 9x9 TILE (EXCEPTION OF SOME EXISTING OUTLETS). #277-I139 16 or14.A r. hr l/tt +rr�lti yCAlh'', 4 CERAMIC TILE 4 AL OLQR ILC N R MtC TILE 4 ) UPDATE ALL 2x4 ' LIGHTS BY INSTALLING PARABOLIC TU KWI LL WA 17 10(P h r r• a It x A r l r e, (PI( .r I ')roviz SEAKS ` _PORCELATO 12`x 12 "; COLOR: BEIGE #CD3 I , I 11 7+Nr :wrAl)(rt•;rfri rtAl►t)WAir `1FAR "? SCAR:) "NOTE: ALL ACCENT AND ACCESSORIES (E.G. SWITCH PLATES, OUTLET REFLECTORS IN ALL EXISTING FLUORESCENT LIGHTING FIXTURES. ' - - COVERS, PLUGMOULDS, ETC.) SHOULD BE AN IVORY OR 5) PAINT ALL EXISTING HVAC DIFFUSERS AND RETURNS. CRAM DT EQUAL TO COLOR. 6) IF HOT WATER TANK 15 INSTALLED UNDER SINK IN VANITY, KRAFTMAIO WORK ROOM CABINETS POSITION ELECTRICAL OUTLET AS REQUIRED. KATIE HORVATH _ LIGHTING SCHEDULE 7) UNDER CABINET LIGHTING MUST BE EQUIPPED WITH ON/OFF i }I #t)Gk.IF'1►UN `'EAk�' Q tY ' T MANU. SEARS SWITCH. DAN; Er n= rtx Irlt -) I'1CM • SYMBOL TYPE OF LIGHT FIXTURE HARDWARE CATALOG # ITEM # QTY 8) IF RECEPTION DESK IS BEING REPOSITIONED THEN ALL 10/ 1 502 �� )NP �� +I +I[ir,; tr 3rd t• 171*tE~ i- 2' TRACK �JUNO MT2wH 44400 OUTLETS AND PHONE LINES AT THE RECEPTION DESK NEED ,r f ,tnth 4' TRACK ' JUNO NT4WH 44402 3 TO BE MOVED. 'WO , A i rlF I — � I G' TRACK JUNO +IIT6WH 44405 r�1Ai�11 f : Pt yrs�snmlr 161:01 JAIII IA14,� g t r 8' TRACK JUNO #TBWH "' 44407 2 9) RUN CORD FOR SIGNATURE PAD FROM REGISTER. TO . 'w r I N?h' . DR WCP,:..'. , � JUNO SPOTLIGHT I2' TRACK - JUNO #T I 2WH 44409 RECEPTION DESK. AN EXTENSION CORD FOR THE i I �1A • ;Eli ; r • , H x ,P • *AWrp , ,3 1i7 TRACK LIGHTING PAR 38 OPEN BACK FLOODLIGHT JUNG #SP 13 69WI1 44430 14 sY•rr�4mm�a ___,__ � Q . , IM i :4n ' - (POSITION FLOODLIGHT - SIGNATURE PAD CAN BE ORDERED IF NECESSARY , , r ' , CVrRY ?4" O C) A60PAR/HIR/Fl3O 120V SUPPLIED $Y COLE VISION ONLY THROUGH SEARS, ITEM #33329. t • 24" PENDANT STEM KIT � JUNO NT90 24Wt1 44423 �� R' • ��il:tl, INSTALL PENDANT MOUNT 48' PENDANT STEM KIT JUNO #T90-48W1 44438 ELECTRICAL SCHEDULE ',' �' ' "I'''....i.�> 14 TRACK LIGHTING WHEN VARIABLE ANGLE CONNECTORS JUNO MT20N/1t 44411 I n' A II.. It! t , PAW P" • I' . f 1113114 4 CEILING HT. EXCEEDS LIVE END FEED CONNECTORS JUNG #T38WH , 44421 3 SYMBOL DESCRIPTION QTY. i>< +YJ.Tii�All I d A.F,f. g0 DEGREE 'f" CONNECTORS (WHITE) )LINO NT25Wfi _ 44415 _ DUPLEX RECEPTACLE (22" O.C. A.F.F.) • . t T"� iN•UNC i E CONNECTORS JUNO #T24WH _ 44413 2 , T -BAR CLIPS JUNO IIIT3 44420 ' 14 ♦ FOURPLEX RECEPTACLE :4' w A<< :�tilit L�sr Ft� �1Aldi JC A "r 1 ' ' ' "' "'h " � WIRE WAY COVER JUNO VT93WH 44425 D EDICATED DUPLEX r '7 " ' 2' ILP DIAX WALL WASHER 277V ,_ •ts 2 x I 112 RECESSED 44030 _ ejrOC MOUNTED DUI'LFJG OUTLET TROfFCR WALL WASHER 2" ILP $ LAX WALL WASHER I 20V j 4031 3 � (DEDICATED) �j �4AJL _ l tt,� {, ! 1 11637 LIGHT FtKTURC (PO 4TION 4' ILP SIA1( WALL WASHER 277V jj0 FLOOR MOUNTED FOURPLF,( OUTLET i +/A' N A � .' f) r r ,r, ► it t► �b37s CVCRY A' O.C. 4 36" OFF REGISTER _ BA F' ' rr � , 3 2 TNC WALL) 4' ILP BtA1f W ALL WASHER 12 0V : _ . I t(Y� , •{' + lT, i (,t�Rt I CAR 14 I WALL WA$HCR BULB 25/CARTON 43 ° � 2 6i COLE VISION RECTO' INFO. FLOOR DUPLEX TX OMBSTQNEENTpATA 4 41 �`�`� HALO RECESSED ' ECESSED DOWN LIGHT G - 5 /8"DIA.x7 I/4 "t1 HALO H7T - 426 43883 TOTAL SO. PT.: 1 175 I SCALE: �i� ' . .r.l4. i •1 i ' � DOWN LIGHT GC TC I OOWATTIPAR 38 BULB N 1 86350+ 2 C5 43634 DOCTOR'S TOTAL 54. PT.: 273 i II = I II 2 DUPLEXES IN A TOMBSTON WITH 3 fa , S;; i.M 2'x4' FLUORESCENT LAY -IN 18 CELL PARABOLIC LOUVERS; SALES AREA TOTAL SO. FT.: 902 ."- , : , _ • , • .. •,� I FIXTURE 1 CHROME FINISH 'FRAME COUNT: 712 '4 = 1 • F � er •'e r r = • • O' ' 1.L . r ' f �� 2'x2' FL.UORCSCCNT LAY -IN 9 CELL PA RABOLIC LOUVER OUTLETS I 2 O.C ON SW ITCH W/ PILOT LIGHT_ A I D _ TELL:Pt ioNE - SEARS I -S TORE UNE �' t ` � • ' wring - - I + FIXTUJRE CHROME FINISH TELEPHONE T t OU S DE L N>r (44" O. C.A.F.F. 3' UNDER CABINET LIGt 1T1NG 2UC - 2S f 2 0 - LPF _ 4@81 _ 3 D \ UNLESS OTHERWISE NOTED) 4' UNDER C LIGHTING 2UC 32 120 -L 4 $2 p TELEPHONE - COMPUTER LINE ' ' � I ! UNDER CABINET l IGHTING s TELEPHONE -OPEN LINE FOR FUTURE U5E WITAINEMME «� 3' UNDER CABINET FIXTURE B ULB r 3oT 12/30V/R5 /CS 47 640 I 4' UN DER CABINET FIXT BULB r4o/3dvAt5tw -II 30//C 47641 — DIFFUSE (POSITION A5 NECESSAR r ,ht , r , o •NA► r I it . 1411711 ; SINGLE WALL SWITCH (44" O.C. A,F.F.) 1IIII yl _044{ I _ 3 THREE WAY SWITCH (44" O.C. AFF.) ` 0 1 DIMMER SWITCH (44' D.C. A.F.F) •■ Q JUNCTION BOX (SPECIFY HT. ABOVE SUSPENDED CEILING) E ■ I i 11 l • / ' : : : H " ' EF - v� .- n Q • O 1- 3 1T1 In C I § ; —I —4 C I : g 8 S i : - I� I o ... . PI rn �o m m � f � o< IIIII _ ,' z z ca i ., _ > z 11 P "1 a (� j > 0 r 0 t - . - _ 1 S s ( --- E __ o. 1 0 �, - —mac , (---- 0 17' '0 0 = - I i 30" SPECTACLE KIDS o 0 0 30 17 - - [ I - G ME5 L IMAGE • � + • PROMO H . I •• • C o l e Visi n _ft> 0 �, � � � - ----� � - Corporation 0 e z, z, e I , 1925 Enterprise Pkwy. J 4' r t 8'- t " k 4 ' L 1 3' -6" •, 5' -5" *_ 2' -7' , Twinsburg, OH 44087 I r- (330) 486 -3414 • INTERIOR ELEVATION , C INTERIOR ELEVATION o INTERIOR ELEVATION INTERIOR ELEVATION F I NTERIOR ELEVATION THE DESIGN AND A3 A3 A 3 A3 ARRANGEMENTS OF THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF COLE VISION CORPORATION. WITHOUT EXPRESSED WRITTEN CONSENT BY COLE VISION CORPORATION THE * 4° 43' -G" ® USE OF THESE DESIGN & 4' CONSTRUCTION DOCUMENTS .... '�■f��_� ."4 ._!_ �` IS PROHIBITED FOR - - - \ \ % % PURPOSES OTHER THAN THE 30. I CONTACT I CONTACT I 7 . ' n SPECIFIC PROJECT NAMED -- lL"5 _ LENS _ IMAGE — G 11 rc P -° HERE. COLE 1ASION MC55AGE P ROMO L — CORPORATION ASSUMES NO _ - - uABILITY F TH _� __ FOR E STRUCTURAL INTEGRITY OF . 0 0 ANY DESIGN OR DETAIL. "a AN( M II 6. A \ \ SEARS STONE [MC k #277 - 1 139 +trr.A; " EXAM Rt7 tid _ r li--- , TU KWILLA, WA t.►IAI1► r I I I 1 I G I NTERIOR ELEVATION • I I I i A 3 oRr►rw sr: VIt.ilH7. prr,r, L_ - _ - - KATIE I10RVATt1 - -. El DATE ntAN(, I WA 10/ 1 5/02 "tr r EXAM RC OM I - - - - - - - - � 1;cTLrNsCONTACTLS j �� fi —� , REMSOM �; (. ►IQIM T LE WELCOME I— — — -4 — J I 30' IMAGE MESSAGE GIZA G 0 __ . : I READERS TOWER 6 pr",, 1s _ _ _ _ J j RECEPTION \` `` DESK FITTING ' ' FITTING FITTING ' *COVER NE rttt .Y!iTEM TABLE TABLE TABLE r 0 Th 0 Th 0 6) II r P RO MO NEWSOM 3: FILE I i WORK ROOM in, S ALES A REA ROOM • ,,, ACCESSORY T0 0 I ` TOWER SILO - 30" IMAGE _ l...__ - - - - - -- � 740X74X84 KY IMAGE PROMO 1 T I l f TY _- .� - \ PROMO E t )Mf�t) O t�� _Li I /4" ! I ' 0 " (? FLOOR/ FIXTURE PLAN } A3 i 0 o�Vision Corporation 1925 Enterprise Pkwy. 3 4 3G . 36 e _ 36 Twinsburg, OH 44087 - /"\ - (330) 486 -3414 © ° C X X X i THE DESIGN AND \4.1` NI''' Nt'' x ARRANGEMENTS OF THESE • - DOCUMENTS ARE THE - - - L , - - - 'I EXCLUSIVE PROPERTY OF r - ,1 N >:::( - ArIN �\ A � VISION CORPORATION. M THOUT EXPRESSED �' V WRITTEN CONSENT BY COLE 3 A + 8 L 3G *18 x 36 1 30 A y 3 VISION CORPORATION THE 1 � I USE OF THESE DESIGN & I ` 144 , CONSTRUCTION DOCUMENTS I '• I' 2'.10* IS PROHIBITED FOR ' PURPOSES OTHER THAN THE '' r 5' Ok WORK ROOM ELEVATION SPECIFIC PROJECT NAMED 1Z)1 1 H ERE. COLE VISION CORPORATION ASSUMES NO UAB$UTY FOR THE EXA� OM r - - - - , STRUCTURAL INTEGRITY OF (i��i'r 1 r -' - 't'' — ANY DESIGN OR DETAIL. *Al i VINYI I I I - 1 I I I �, SEARS STONE I 1 I #277 -1 1 I L_ _ L -- - - - - TU KWI LLA, WA b __ 4G'- 1 °" NAVIN sY: ,,. EXAM ROOM' f — - - - - - _ _ - - - r — KATIE HORVATII M a' I Awrr i I I I 1 ;, WA11 VIN',I I L _ _ -.4 - J I DATE: I I I 0/ I 5/02 1 I Ne�-- I- -- i ) - - = - J �w 1: SALES AREA 1E — — — _, WORK ROOM CARPET - a i ll -\ 4' (;AKYC i 1 WALL VINYL V lE RtOM I wnu vINYt MN I 0 A'rt 0 I wA{ i I/INri «} I tliN3 , V--- f L Y __D_ _ -- �:( ►MfX) MINN 3: , ? 4 !Ilia A , e I/' SCALE Ur ,-- C8-5' A ., CD DIMENSION/ CONSTRUCTION PLAN ,_A2 .,,,,„„ , . . , — I f , _ cn 1 : , „ 1 \,......._ ____ I : I a v i ITI -- 4 -1 I: ' tit' nrn i 0 i i I ri II * "1 t ...* ■ il 13 1 s i 1 Zf,, r. ii 7o I amm li :,.= .. • 4 N.) ' i t^0_ is kis ar • _______■ • S w - 4 7 • i • 1 P.0.5. WIRE MANAGEMENT VERIFICATION 0 At)DITIoNAL WOKK UQUIRI`MENTS: � II AO('IN�: A e()A rwrAp.rlr, tt)' ALL AOOITU)NAt I(+ UUPLCX OUTLETS. THE OUTLETS ELECTRICAL SCHEDULE Cole \Tisiori �NILt fit r(rlrr)NC() IN ( ?r tt)t.A11C)N`.i AT !tit' [)5PCNIN(; TALCS. THCSC rtt't.tRl(.AL now, wit At' =O t,t INtIUC t)Nr (:ATCGUKY rIVC VAIA JACK. OUTLCTS MUS1 SYMBO DESCRIPTION QTY. ' ■ Corporation Mr rt ( )4 )0 M(x tN rrt) Ft t l'AI I INt Mi' I INt)t'i± GARrrT WIRINr, i5 UTIL I /ED DUPLEX RECEPTACLE (22" O.C. A.F.P.) Y) lrtw ( At!-,.(,KY rlvt IA(:F :, Witt rtr WIKt'O WITH CATCGOKY rivt CA13tt ANL) rrvMINArrU At tjl',rrN',IN(: rArstr L(k AflON5 INTO A 8.145 OUTLET AND AT THE FOURPLEX RECEPTACLE 1925 Enter 1'1$e Pkwy. Klc.rr•rI(,nl !?r.0. IN1 ) A rrMAlr (low 11.14r, .IA(,f. AI TtIC K!'(;t f'TI(7N t)t5r PLACEMENT DEDICATED DUPLEX Twinsburg, OH A 087 )r ( tr,r 1A('F_ l(X At rr) AM{ )NG tHr,iPrctrtwwRC(:CPTION DESK OUTLETS FLOOR Mou rr ) DUPLEX OUTLET (DEDICATED) (DEDICATED) (330) 486-34 L `iF`ttlO (,N rINAI t'lNN' 4 Nt) C1� "4) Itlr t ',rI()WN r()M rm., DI!',t'rN51N(; TAmt.r9 RCPRr5[NT CENTER MINT FLOOR MOUNTED FOURPL2 X OUTLET or owl t r T rt At.rMrN t SEARS REGISTER REQUIREMENTS; THE DESIGN AND 8C FLOOR DUPLEX TOMBSTONE; I DATA 4 • LEGEND' i5aigw ," ' jI TM ARRANGEMENTS OF THESE 81,1- 2 DUPLEXES IN A TOMBSTONE, WITH 3 DOCUMENTS ARE THE O FLOOR MOUNTED IG DUPLEX OUTLET AND THE SiPiiit $� ifO o ' - EXCLUSIVE PROPERTY OF • [] SINGLE CATEGORY FIVE JACK (DATA LINE). OUTLETS t 2" O.C. ON SWITCH W/ PILOT LIGHT COLE VISION CORPORATION. as ' TELEPHONE - SEARS IN -STORE LINE D TELEPHONE - OUTSIDE LINE (44" O.C.A.F.F. 1MTHOUT EXPRESSED ma, RJ45 DATA OUTLETS FOR DISPENSING TABLES _ UNLESS OTHERWISE NOTED) WRITTEN CONSENT BY COLE stay, TERMINATION AT THE RECEPTION DESK. ID - TELEPHONE - COMPUTER LINE P TELEPHONE OPEN LINE FOR FUTURE USE VISION CORPORATION THE p tDIF FUSER _ (POSITION AS NECESSARY) USE OF THESE DESIGN & SINGLE WALL SWITCH (44' O.C. A.F.F.) CONSTRUCTION DOCUMENTS S THREE WAY SWITCH (44' O.C. A.F.F,) IS PROHIBITED FOR D .. DIMMER SWITCH (44' O.C. A.F.F.) MM. Lfi o JUNCTION BOX PURPOSES OTHER THAN THE (SPECIFY HT, ABOVE SUSPENDED CEILING) SPECIFIC PROJECT NAMED HERE. COLE VISION CORPORATION ASSUMES NO uABIUTY FOR THE STRUCTURAL INTEGRITY OF L,.., ANY DESIGN OR DETAIL SEARS STONE imP 1 ..F 1"- 1 .� 1 #277 - 1 1 39 L -.. I --1 - TU KWI LLA, WA MANN •Y: r KATIE 11ORVATH 1 l r- DAl t d 101 15/02 r .. . ,.I_. ,_ 1 , .� - L., r ...0 ! _ ...1 f MEwsoM ,: a ...a.m.-a ...mom - ...mei ,7-NN t- c/-NN IE UPOM t ( _ n N /� \ \\ 'N o o N \(:.\, \...„6-, / 5 3 a a ll \ \//\\ 4' / %I' ""' QUAD 8.145 � 0 r DATA OUTLETS / �' SCALE 1 14 = 1 icy. 0 — � —'k- — J , 444 CD Pl.t1GMOUl.0 (c7)44' A.F.F. ELECTRICAL PLAN E 2 i , , . I 1 1' ( , i ' r • t • Ch 1 . : : , , & )P?I F t - 0) o -NI . 1 1 8 li vi r^ RI C = Oij D i N' � M rn • I! I I i N 1 1 53 1 I ,' , L — 4.1 2 Z 12 pi 1 .,‘,. •� l > co n3r- It M 4t 7111 Z Z I 1 t ; (, m 1 "4 > M -I 6 i„ P S IS I— CO air 1 V • __________--...iall I • 4 , _ i "i SEARS LICENSED BUSINESSES 3333 BEVERLY RD HOFFMAN ESTATES, IL 601'79 PLEASE REFER ANY PLANNING QUESTIONS TO: GREG SIMRO55 DEPARTMENT 824P5, di E3 -3568 847/ 286 -8399 PHONE ` 0 . 847/ 28G-0224 FAX 102 368 El] E -MAIL: GSIMROS a@SEARS.COM 41:7;i•Af(!:;1 _ 224 $ PLEASE REFER ANY ii ii: ' QUESTIONS /COMMENTS REGARDING THE DECOR PACKAGE TO: I U I� II .JERRY LUBICK tZ DEPARTMENT 824/VP, E3 -3538 I 847/ 286 -7890 PHONE I 847/ 286 -0224 FAX um E -MAIL: I GLUBICK @SEARS.COM I I WATCH " - - # I 139/DIST: 243 I ' (CHRONEX) A \ 8' TUKWILLA, WA I �� _ .. .. • LEVEL: 2 \ PRoJEcT LEVELI 2003 BASE REMODEL I 14 co . . I ., • "' . 'n STORAGE c I i ' - SARAH E. OLSON ::Immi:: to...1 - - 1 f -J •i DACE rl t .*; 10/ 1 5/02 REVISM 1e REVISION • SCALD 1/5" = 1 '0" F1.001 PI.A A2 SHEET 2 OF 5 • , i \ \ - / ELECTRICAL SCHEDULE WALL LEGEND I WORK SCHEDULE SEARS SYMBOL DESCRIPTION NEW PARTITION TO BE 3 -5/8" METAL STUDS I SUPPLIED INSTALLED AT I G° Q.C. WITH 518" GYP. BOARD ON NO. ITEM BY: BY: LICENSED BUSINESSES WAL (18" O.C. ,F I BOTH SIDES RUN CONTINUOUS TO G" ABOVE SEAR2 LB GEN. CONT. SEARS GEN. CONT. A .F.� 3333 BEVERLY RD THE CEILING. - I I FLOOR • SINGLE RECEPTACLE OUTLET 1 PERMITS MI X _ HOFFMAN ESTATES, IL WALL/C OLUMN - QUADPLEX RECEPTACLE ��' • 3 FIXTURE WALL (SEARS READY WALL) { CONSTRUCTION PLANS X 6O 179 , :: . x (18 O.C. A.P.F.) _ ■ 8 MASONRY WALL 3 GNL CONSTRUCTION X x ®'4 F L OOR PHONE LINE : ± : ± : ± : ±; _ PLEASE REFER ANY E LECTRICAL X X WALL/COLUMN .. PHONE + «♦ 4 PLANNING QUESTIONS TO: .• • • ••+ GREG SiMR055 ►� ♦ ♦� ♦♦ 1 2" MASONRY WALL kIN!` ( A.P,F.} �l��i�� 5 GENERAL LIGHTING X X ����� WALL/COLUMN - DUPLEX 4 - - DEPARTMENT 824P5, • 0 - x x PhUNt (I 8" A.P.F.) 6 HVAC E3 -3565 7 b WALL/COLUMN PAINTS X X 847/ 286 -8399 PHONE - MOUNTED CRT � � 8 FLOOR COVERING - 4 847/ 286 -0224 FAX D VAIN PHONE REFLECTED CEILING PLAN NOTES: x X • -_ + - - , E -MAIL. 0.: D t "LOOR DUPLE I DATA 4 9 BASE COVE x X GSIMROS @SEARS.COM CEO � I PHpN WITH NO REG. FLEXIBILITY "THIS CEILING PLAN PROVIDES SUGGESTED 10 TELEPHONE JACK x x � Rya. FLOOR DI1PLt�X IN A TOMBSTONE, WITH 3 _ I C D' CAT combINA1IUN5 or REG. i CRTS, LIGHTING AND VENT LOCATIONS IT IS THE it TELEPHONE x x PLEASE REFER ANY I PHONE RESPONSfBILITY OF THE LOCAL CONTRACTOR TO QUESTIONS /COMMENTS WALL /COLUMN DATA CABLE OUTLET F.0 ' VERIFY EXISTING CONDITIONS AND ACTUAL 12 CA5h REGISTER x x REGARDING THE DECOR FOR LJF' TO 2 JACKS (18 " A.F.F.) LOCATIONS FOR GRID, LIGHTS, VENTS, ETC.. 13 x ' t "PROVIDE SUPPLY AND RETURN DIFFUSER(S) IN � GLASS ENTRANCE PANEL X PACKAGE TO: on I PLUGMOULU #2000 WITH OUTLETS JERRY LUBICK =II= 1 U.C. ON SWITCH W/ PILOT LIGHT EACH ENCLOSED ROOM AND IN EACH RECEPTION 14 BUSINESS DECAL x X A - - I DEPARTMENT 824NP, AREA. 15 02.74 5TANDARD J'�LUORCSCENT FIXTURE .LASS SAFETY STRIPE x X E3 -3538 • REFLECTED CEILING PLAN MAY NOT REFLECT 16 IDENTIFICATION LETTERING X x 847/ 286 -7890 PHONE E HVAC; RETURN GRILLE CORRECT STORE CEILING TILE/LIGHTING - ` 847/ 286 -0224 FAX (PO5IriON AS NECE55AR'Y) DIRECTION/PATTERN, FOLLOW EXISTING STORE E -MAIL: HVAC. `511PPLY DIFFUSER CEILING TILE/LIGHTING DIRECTION/PATTERN UNLESS DRAWING INDEX: GLLJ ICK @SEARS.COM ' (t'0 1110N AS NECESSARY] . I 6 SPECIFICALLY NOTED OTHERWISE. A I COVER SHEET ¶ING1C POLE SWITCH (44" O.C. A.F.F.) STORE. s tHREC WAY SWITCH (44" O.C. A.P.F.) A2 FLOOR PLAN # ! 139 /01ST: 243 • I Q , JUNCI ION 8OX (CEILING MOUNT) GENERAL NOTES: A3 FIXTURE/ELECTRICAL PLAN TUKWI LLA, WA • A4 REFLECTED CEILING PLAN LEVEL: 2 d WALL/COLUMN - J -BOX (18" A.F.F.) 1) ARCHITECTURAL PRINTS DO NOT TAKE I r G� Cl.t'CTRICAI. PANEL • PRECEDENCE OVER OUR SPECIFIED DRAWINGS. A5 TYPICAL ELEVATIONS PROJECT LEVEL r 2) ALL MANUFACTURED MATERIALS AND EQUIPMENT 1 2003 BASE REMODEL nook COMBINATION DATA/PHONE FOR SHALL BE INSTALLED IN ACCORDANCE WITH cl • UP TO 4 CABLES AND 4 JACKS (1 A.F.F•) , e/-4 WALL/COLUMN COMBINATION MANUFACTURES WRITTEN SPECIFICATIONS. c TECH DATA/PHONE FOR UP TO 4CABLES AND 4 3) ALL WORK AND INSTALLATION TO BE DONE IN A WATCH JACK.` t ► 8° A.F.P.) GOOD WORKMANLIKE MANNER AND SHALL LICNS E CONTACT SARAH E. OLSON raja , r[.00 COMBINATION DATA/PHONE FOR CONFORM TO ALL CITY, STATE AND LOCAL CODES C 4 uf' 1 2 JACKS WH ERE APPLICABLE. , II • DAT PH 4) INSTALL NEW CARPET AND WALL BASE ThRU -OUT C h RONEX CORP. Ai ONE FOR UP TO 2 JACKS ( I ENTIRE AREA WHEN REQUIRED. G82 10/ 1 5/02 A.J",P,) _ 5) INSTALL NEW HVAC SUPPLY RETURN DUCTS E. THOMAS RD • nook DATA OUTLET AND DIFFUSER IN ALL ROOMS WHEN � i� tA &O. REQUIRED. SCOTT5DAL, AZ 5525 '`SC) `�I(,NATt1Rt' CAPTURE Ia} INSTALL APPROPRIATE SIGN IDENTIFICATION .141j = ELEMENTS PER L.B. DESIGN $ CONSTRUCTION 4Q...949...5777 FI1ONE S FAX REVISION 21 : MANUAL WHEN REQUIRED. t 7 7) DOOR TO BE UNDERCUT I " FOR CARPET AS , • COLOR / MATERIALS: NEEDED. . " REFER TO THE LICENSED BUSINESSES 8) ALL ROOMS TO BE EQUIPPED WITH STANDARD ' 2 "x4" LAY -IN TILES TO FOLLOW STORE PATTERN A DE`�IGN / CONSTRUCTION MANUALS V r' UNLESS NOTED OTHERWISE. FINAL PLAN SQUARE FOOTAGE: FOR COLOR / MATERIAL AND DESIGN 9) ALL PHONE LINES $ ELECTRICAL REQUIREMENTS TO BE INSTALLED PER ALL APPLICABLE CODES. GROSS SQ. FT.: 368 ,', 5f'CIFICATIONS, - -- - USEABLE 5 . T. 2 Q 244 . - _ . i VERIfY A LL DIMENSIONS AND CO NDITI O NS IN N SHEET I IT 5 . . n7° 1/1" i I' ' 1 ' ' 1" 1 1 IV 10 ° c -4 0 CA gm b I N 1 -- I -i i 1 li I p l ig i rrn r— 3 c' 1 wrn „ mc -� 0 I. I I * I i 11 ; I A Qe k P I! j � 'o 9 If • I— ter` 1 / 4 . . (" SEARS LICENSED BUSINESSES 3333 BEVERLY RD I1OFFMAN ESTATES, IL GO179 PLEASE REFER ANY PLANNING QUESTIONS TO: GREG SIMROSS DEPARTMENT 824P5, e E3 -3568 847/ 25G -8399 PHONE 547/ 28G-0224 FAX E -MAIL: GSIMROS @SEARS.COM PLEASE REFER ANY • QUESTIONS /COMMENTS REGARDING THE DECOR PACKAGE TO: r tt tt I JERRY LUBICK L R - DEPARTMENT 8241VP, I E3 -3538 I 847/ 286 -7890 PHONE 847/ 286 -0224 FAX ■ _ I E -MAIL: I GLUBICK @SEARS.COM --� .. ..: Ste, I O Y 4' CASE " I I 9 DIST: 243 .• ill :i # ER •I . TU KtN1 LLA , WA 2 WATCH LEVEL: 2 I (CHRONEX) W -- • � SLATWALL I ::::.•': 2003 BASE REMODEL CARD TEcI .:-: L W ST ORAGE I 8 ;. i SARAH E. OLSON 1 -- � • • DATE: t omm. 2' CASE O I 0/ 1 /O2 .4-;, 'MISPLAY DISPLA" N •a.+ • TOWER TOWER REVISION is REVISION 20 0 SCALE. I /8 " = I '0" FIX ,Lc PLA\ / SHEET 3 OF 5 0 /ede0 00.---- REFLECTED CEILING PLAN NOTES: "THIS CEILING PLAN PROVIDES SUGGESTED LIGHTING AND VENT LOCATIONS. IT IS THE RESPONSIBILITY OF THE LOCAL CONTRACTOR TO VERIFY EXISTING CONDITIONS AND ACTUAL LOCATIONS FOR GRID, LIGHTS, VENTS, ETC.. "PROVIDE SUPPLY AND RETURN DIFFUSER(5) IN EACH ENCLOSED ROOM AND IN EACH RECEPTION AREA. "REFLECTED CEILING PLAN MAY NOT REFLECT CORRECT STORE CEILING TILE/LIGHTING LICENSED BUSINESSES DIRECTION/PATTERN. FOLLOW EXISTING STORE CEILING TILE/LIGHTING DIRECTION/PATTERN UNLESS SPECIFICALLY NOTED OTHERWISE. 3333 BEVERLY RD HOFFMAN ESTATES, IL G0179 PLEASE REFER ANY PLANNING QUESTIONS TO: GREG SIMROSS DEPARTMENT 824P5, E3 -356B 847/ 286 -8399 PHONE j 847/ 286 -0224 FAX E -MAIL: G51 M ROS @ SEARS. COM PLEASE REFER ANY QUESTIONS /COMMENTS REGARDING THE DECOR PACKAGE TO: I _ _ _ _ U I I II I JERRY LUBICK a I- n DEPARTMENT 824/VP, ...._ 4______616._ ... , nim. soinwas-s-■.. : . I E3 -3538 1 847/ 286 -7890 PHONE 847/ 286 -0224 FAX I E -MAIL: i GLUBICK @SEARS.COM vow I I # I I 39/DIST: 243 M rT TU M LLA, WA � NIP,..::: — LEVEL: 2 ----- ISEll 1 Ilf III •: PROJECT LEVELS I W'TCH 2003 BASE REMODEL i `�. ` : CARD TEp* 1 �•' p:-: SARAH E. OLSON I iC 1 %, 1 L I _ Inv DATE• ri w • 10/15/02 REVISION is 1 SCALE %)1° ( 1 /cS„ = 1 ion LIk Uk .. 1 i • IFI.,C3 f Likrii PLAN A4 \iir- SHEET 4 OF S 1/4 17 g:; 63 11 cn Si 0 au 1 . 0 i I 1 I ,--,F-4, i- , 7 lh I. - 1 I i f 1 s , , ii ' nr " I II 0 ,i, . ,, . , t [1111 * 2 X/ M -Ti 0 z m M_ �� • _, . D z M> a *m D It r • Z 1 11 �m .1 ti D : I NI) '4i is 0 _ 0 . kiM _ r - W —. - sr i 4 • f 4 { t r r s (... ARCHITECTURAL BAND MD — VENDOR COLOR SEE A LICENSED BUSINESS ARCHITECTURAL BAND P -131 `F VENDOR COLOR A LICENSED BUSINESS NOTE; NOTE IN ALL CEILING CONDITIONS REFER TO SPECIFIC D AIL CEILING HUNG TAXI SIGN REFER CENSED BUSINESS C-Z9 CEILING HUNG d G }SIGN DECAL POSITION 1/4"x 18" " A.F.F. BAND WILL BE 12" LICENSED BUSINESS {HANG 8' -0" A.F.F.) NOTE: IN ALL CEILING CONDITIONS BAND WILL BE 12" r (HANG AT CENTER OF DECAL AND Q �' o `�� 2" FROM EDGE OF GLASS. SEAR _. ©4 #32774 - I 3/4" SAFETY STRIP LICENSES BUSINESSES '4 4 ' = o c .44 . r A. F. F z 3333 BEVERLY RD 26 . N - �* HOFFMAN ESTATES, IL 01•■•■400 � ' - • 60 179 i ;\ T FSN� I . "' PLEASE REFER ANY r t`, PLANNING QUESTIONS TO: Iii gi ETAI L GREG SIMR055 o OPEN DEPARTMENT 824P5 Q r N.T.S. a a N ° Q--- E3-3565 - °' , 2" 847/ 286 -8399 PHONE - ,, 847/ 286-0224 FAX • I 110 BUFFED BRIGHT METAL FINISH E -MAIL: v'r � / 1 1 1 1 0 0 3 3 5 6 8 2 110363 BOTTOM CHANNEL 4" GSIMROS @SEARS.COM TOP ANCHOR CHANNEL FOR ABOVE 1 3/4" N 410366 ENDS FOR TOP SILL HEADER * / PLEASE REFER ANY 4 - --- r -. 0410367 ENDS FOR BOTTOM CHANNEL ` #226013 GLAZING VINYL FOR 1/2" GLASS QUESTIONS /COMMENTS 01 2991_ SEE PLAN FOR I 1 1-� _ SEE PLAN FOR } 110023 V CHANNEL FOR EDGE OF > OPENING DIMENSION 296 REGARDING THE DECOR OPENING DIMENSION PANELS (ATTACH WITH SILICONE) I V8 -11 I- ®12992 I V9 - I-- -- G12962 1/2" TEMPERED GLASS 4' X 9' PACKAGE TO: (ALL OF THE ABOVE LOCAL PURCHASE) JERRY LUBICK DEPARTMENT 824NP, 1 TYPICAL E L EVAT I N 1'-o E3 -3538 LICENSED B U S f N ESS 847/ 286 -7890 PHONE , C-0" SCALE: NOT TO SCALE I ' -0 ' . ` STOREFRONT ABOVE 1 847/ 286 -0224 FAX r' E -MAIL: 5' MIN. OR VARIES GLUBICK @SEARS.COM * * * * * * ** * * * * * * * * *• * ** *•••• ' A , I DETAIL SIDE SECTION FOR ALL OTHER ENTRANCE, # 11 39/DIST: 243 VARIES STOREFRONT ELEVATIONS, OR T I U Kw LLA, WA d 1 DETAILS ETC. REFER TO LEVEL: 2 *„.--- CEILING HGT, APPROPRIATE DESIGN MANUAL VARIES REFER TO PLAN ELEVATION PAGES. ..••••••••••••••••••••••••. maim LFVOL1 2003 BASE REMODEL Alia t _ T 1 r --: ! ■ CADD TECH+ , I I w a sill SARAN E. OLSON ...._ _ , , N IF N T • n 4o 1 PAINT 8 SLOTWALL PANEL IH111 WEDDING CAKE se OI 5/02 , VII I i - 1 i d � LOCALLY - _ PAINT El I d BASE REVISION Is ri vB $ ._.. REVISION I l ■ — ir I a , WI NOT TO SCALE 2 TYPICAL ELEVATION TYPICAL ELEVATION 4 SCALE: NOT TO SCALE SCALE: NOT TO SCALE ` �) 4', LICENSED BUSINESS WATCH REPAIR INTERIOR t - .,, .. ,. SHEET 5 OF 5 f , f VI I 1 11 n p - - C I 0 cn a .0 I : ' '� � ii ; xl m ,I > Om .-� m i . : 1 - P - I bi x RI I . 1 8 1 ; 7 1 `i e ; ..,7 i 5.:! N_ , �� 177 0 < 1 ar ; : z ii It' M m � -I 11> * X1 e, E ��_ AI ... :►i v+ - I- Co _ -- _._ • 4 _: • 1 i ..,.,,, ," ,1 , . ) TYP. > 7 -:\ , 'V (!--) , , ,_...., ...;,,,,,,,-;. .-! - / - ``,,, 4 ilk 1i. r. < TY P. ,..,,,c,„:? �` LOCKING PIN ,- lki � �, 1/8 N 1/4 _, 1 " - 1 31 � ~ ::.. �' �- 5 "., ,,, : - 7/16"0 STUD ..-„, t r \ 110 (--- 4U , , \ 0 , . iki 1 _ w_ �.� �' 3 21132 -' �.. rr TYP. -. 1 /8 1 r �` �..' 5) , 14 GA I 1 - ' ..- 4 4 r 4 1 8 V ._ 1 r \ / .. J.! �r (9, .v. . 0 : 1/8" 1 114" < TY :41 1 f 3' APPR X. ' '' -- ( 0 1- 1- III 210 ' � 15/8" 7 GA TYP. > f - .•r. 44 % , 4 . 1 /$ V 2" r ' . MI , 1 3" APPROX. ' , .: ,, ` ' Uf . (1 3 Th 2 C ) kj 6 CONNECTOR - . '\. i_ ,..._..) k, i -\....._} w fl - B TYPICAL BEAM TO COLUMN CONNECTION NOTES n 120" �� 1.444 TYPE 60 & 1201 TYP 48" ' 60" & 120" -. - 30" 60" _ _ 48 .r ___ _.__ _ ____ _ _ 60 " _ 1. STORAGE RACK DESIGNED PER CHAPTER 22. DIVISION X . �.. _ _. _______... �_ _ ._ � OF THE 1997 UBC. _ 2. STORAGE CAPACITY: 2,500# PER LEVEL '� i _. 3. ASTM A570 FOR SHAPE Fy = 55,000 PSI GRADE 55 I 4. ALL BOLTS A307 UNLESS NOTED 5. ANCHORS HILTI KWIK BOLT li OR APP EQUAL 42" 42" 1 4 2" ICBO #4627. 6. CONCRETE 5" THICK x 2000 PSI 7. SOIL BEARING PRESSURE 1000 PSF _ _ __ r _ ! B. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS , • 144" 48 144" 42" 144" 42" 144" 48" I 144" 42" • PLAN REVIEROVAL � �.�.. � - F�R WITH OF i , CITYOF , ,... ,. , ,, 4. i { ` . �' �. A - - - . ' iz • 42" 42" ' 42" musraE , - 48" I 48" � • a 1 JUL 3 1 . l I E I. I I. • PLAN REVIEW APPROVAL DOES NOT AUTHORIZE , r r _ - ` 1 )ONSTRUCTIO i T1 PROCEED IN VIOLATION OF FRONT VIEW SIDE VIEW SIDE VIEW FRONT VIEW SIDE VIEW •C:DERAL.STATE. i FIEGULATIONS.NOR 17 110:7: 1 L1 ill:) lT RFi�E1rE DE � A FROM ANY I.iAB OP t>� �,.�� . 0 . �iES�(�SIBIUTY STORAGERACKELEVATIONS 3 1 Moo 1018-015U t C 1 St 1 ome i CLAI' PANY. 111C. �.. I 3 1/2" q�pF ESSID, LIL, M IN- EMBDMNT I 1 49 E L M ( e; TYP "` ` ` f 4� '�` - 0 2 1 / 8" 151 1 1 .,, 'U 63 Oi/ '911fi 0 I w 2 Ir No. 35 FECIEICWIEll Exp 4 -30-43 1!2" 2 RECTO PER BASE PLATE I i . ----r— 7 jU1172000 (1) COLUMN t _ C I V � �`' ii ill 1 4" B I --11' 1 I 13GA 3 / 2 _ 4 _ ._._ ____-___ L _ . _...i - - / I ., 3 ') 112" 0 ANCHOR f14GA 1 1 /4" Q�►C �O MATERIAL HANDLING 4 1 I - - L_4 1 112 3/ BASE PLA 2 o *,� FA � SE 1 I k` �, r � (tic. \-- 318 - TM . - '� fi 'ENGINEERING Atlantic Street CONCRETE �. II _ _ I • `S.? 0 -t Z ', EST 1985 POMOna, CA 91766 r - 7 — ---< TYP_ _ - * - - - - • u' No 25969 rn Tel. 909 S69 -09 • Fax 909 11694981 118" 1 -12' 1 ; , 33 _ ' � ' E M : Exp.12/31/2001 +� • - • ' • cAt IF oRmA DRAwN err : * _ _ --- -- - -- --- - -- 73/4• _ -- - --- -- - . • • r' � ` s CO T AT(' S r Ay aY r' F �.� ICNSE • • • . • �,, - : • I OF CALF • No. 665374 A V O BY SALE E. FATEEN sc*LE NONE na sa M Kr go scrap nom - = --- _ __- ; . _ _ = - z -, '� za i TYPE) = STORAGE RACK DETAILS (INTER r 2 BASE PLATE SOIL A..... .. NUMBER SEARS AUTO CENTER COLU1 �►NCHO 4 HORIZONTAL It DIAGONAL BRACING R�DSEVILLE. CA . • • . DIDI ww....°.(4 6.17 • • r lit s i . --:fi r„ r V ..B r , -I - vv r - .. r r • l ' 0/ : 0 . ' ''''. \1 6 �i poop ((( ((� 2 6 ;011 r r r r bi I . °lb I : N ' r : : 4 ; ; TYP. 1 I 14 GA.,.- l i 1 A TTACH 5/16 0 tr I. :: :;' BOLTS 3/16 P % R VIEW APPROV AL. i'''' -' (q. I �'� ,�°' , , �'� 1 • W1 PORTIONS !i (.....--/ 1 . 20" e4(4 1 i ; i - I a' 0 i. . 46 kh , - -.1 IL 3 /8" II 11 111 1 (1) os M I� % 1 5/16"0 � .� ♦ TUBE P .... W 1 1 • t ! . REVIEW APPROVAL DOES NOT AO 2E , - 18 1 • s TRUCTION TO PROCEED IN VIOLATION • % 4 f • STATE.OR L • T1C114S. NOR • • < I r„ x . �T RELIEVE r }: '' A lrPOM ANY LIABILITY • 6 USE TWO PER LEVEL NAY 0 US O ER LE E Pat 110: ----8" 0 41.---erAl 1 . •. . -A TYPICAL BRACING TO COLUMN CONNECTION 5 HANG ROD GENERAL CONFIGURATION -B TYPICAL BEAM To COLUMN CONNECTION ,...), aa f. 9 1/2" & 48" "` - t.y'.,.;„ � � 1 1/2" - - t 1 ‘es... A . , � r MANS N% c.. 'rc`. �`►y. MA 3 0 1 15/16 .875 - - - I IIII - _.. 13/16" 2 "TYP 1 25 �" II,,-- _ ', 14 GA. -- 2 7/8" `6 / 3 1/2" 411111011110 I ` 1 1 /4" - { 1 747 2 1/4 / t , 1" 13116" -; 14 GA. ....t 1 'h 41111111111 11111111 „Ne-.- 7Ik , > - 3 ......._ , IN„,, r 11 • [] 2''32" ff , .. 6 BACK TO BACK & HANG ROD SUPPORT 11 I 3 4 � .875 � . 0 / 10 SHELF SUPPORT (14 GA.) `�� NOTES' 2 15/1e" 1.5 C. t„, .1��► 1 ATTACH W/ 5/16 "0 I -4 -.75 lc.. 1. STORAGE FIXTURE DESIGNED PER DIVISION X OF 1 CI C A RRIAGE BOLTS �� THE 1997 UBC. - $ USE THREE PER LEVEL FOR 8' WIDE UNITS 2. STORAGE CAPACITY: SEE DRAWING No. 00 -0657B FOR CAPAC & ELEVAT G' ION USE TWO PER LEVEL FOR UNDER 8' " WIDE UNITS - 3. ASTM A 570 FOR SHAPE Fy = 36,000 PSI GRADE 36 --' 4. ALL B A307 (UNLESS NOTED 413, DIAGONAL BRACING 5 BEAM (13 GA.) 7 SHELF SUPPORT 5. ANCHORS HILTI KB-II OR APPROVED EQUAL - A A ICBO #4 627 6. PULL O UT CAPACITY IS THAT OF WITHOUT INSPECTION 2 7/32" SPEC INSPECTION IS NOT REQUIRED FOR ANCHORS >i: - - t 15/16"`1` 7. CONCRETE 5 1/4" THICKOVER B -DECK FOR SECOND FLOOR - f y 3i ,�,, _ CONCRETE 4" THICK x 3000 PSI FOR GROUND FLOOR • _ �{ 8. i. :'�-,: G PRESSURE1000 P.S.F. GROUND FLOOR }- �'" �` ,,,,:x.-8 �,` II 1 '� { y 14 GA. 1 \ 41 q I I r , / &s : () kq( < C ( f/ % p. _ � €., 0 .. , ,..r I i -, 1 -1 N � i, ,� �1 � Ic- I � 2" TYP � i NO. 352 O �' 1 edae . r,„„,, 1 1 1 ATTACH W/ 5116 �7 ' M I Exp 09 -30-03 B Y _ _ � CARRIAGE T G BOL S 2.. , r / _ _ '.\ - C I V 1 L V '� _.... 0 a a I . _5 \a .,..,.,:ortg ..r.,_ ,_ r I 3 W 16 �� _ " �-- _�/ MATEI��Al. HANOLM�iG IC If _ . �. •r ... I - ;ai E IZ M . _ , f 4HORIZONTAL BRACING 44 n 4 I ' • " 0 W \ 161 Atlantic Street `'� i t I ( . co Z Z EST. 1%5 Pomona, CA 917 * , ` \ I 0 • 11 ,* I W No . 2596 9 I Tel. 1 � �. r ! I r '1 2 E M ' , ` ct i • Fax (909) t r 1 I MIN. I �� * xp.12/3 *, �♦, CALIFORNIA MIAMI BY p_ A_ A_ DATE- 4i12/00 21100 $. I I ` s ) , �' IV t�• , CONTRACTOR r I MD �' BAST RErr BY DATE /� o IF , - UCENSE .- F �� ENO_ 6 6 5 3 7 4 PPRV1 BY SALE _ FATEEN SCALE NONE , -,, -,-- T I Ill +" I as OES liP r wr STORAGE RACK DETAILS (N.E.G. TYPE) REVD PER BASE PLATE ADDRESS ii onhon rG Ew SEARS 1 56 I NARDNMC'' BLVD i :1 COLUMN 2 BASE PLATE 14 GA. . 3 ANCH 657A 1 � l . CA. "1"*I Oale g°11.1 3 5 Iliailli TYPE.._ "A" - 144"x24 "D TYPE. - "A" - 1 "xa6 "D TYPE "A" - 144 "x48" -D TYPE "Er - 144"x2.4 "D TYPE "B" - 144 "x36 "D TYPE "B" -144")(41371) TYPE "D" - . . _ 200#t . _.__ / 48LEE" VEL _ - _ - ' i 48 ", 60 72 ", 84 ", & 96" I - .. 48 ", 60 ", 72" & 96" -- -- 48", 8 72 -~ - - -- -- l' 48 ", 60 ", 72 ", 84 ", & 96"- - I .- 48 ", 60 ". 721' & 96" - - 1 - - - -- - -- - 48 ", 60 ", & 72" - ----- - 500#/ LEVEL 500#/ LEVEL t _ _ . 250#/ LEVEL 5000/ LEVEL 9000/ LEVEL 800/ LEVEL t -" ~ ire. ., - n.rreer .. A 18" I 1 _____ i 54" 54" 54" 18" 24" 24" 2411 - ti � � 811 � M 18 " 144" 144" 144" 144" 42" 144" " 144" " 144" _ ___ _. 2 42 j 90" 90" 90 „ 18 " 14" 48" 48" 481 I 18" 4 Front iew Front. View Eront.View Front View Front View K AN REVIEW A' • 41. „ _! NOT AU RiZE • Front View CONSTRUCTION T • . • IN VIOLATION OF +:EOERAL STATE OR LOCALfEGULATIONS. NOR WEE IT RELiEVE DES e ► - ' FROM A NY UAB OF AONSISILiTY. . rurlr 3 o moo BY: ct*rT.. PANYSINC. TYPE "G” - 144 7x24 "D TYPE "G" _144 "x36 "D TYPE "G" -144"x4irD TYPE "H" -144 "x36 "D TYPE "H" -144 "x " " _ " " n " 4� D TYPE t 144 x48 TYPE K -144"x48"D 48" & 96 48", 60", 72", & 9 6 " - - - - - i __ -_. 48 ". 60". 72 ", & 96" _ El ", 8 96" 48 ", 72 ", & 96" i 96" —. -- 48", 60 ", & 96" ------ 2000/ LEVEL 4500/ LEVEL 800*/ LEVEL 42 / 5 LEVEL 700# 1 LEVEL / LEVEL , _.. �. _. - 50 EL 2000/ LEVEL " " 16" -t- 36" 36" 36" 24 24" 30" - — 1 6 " e �_ 24" 24" 30" 16" -1- . ---t- ______4_ 36 " 36„ 36" 16" 144" • _ 144" � 144 144 144" 144" 48" 144" 48" 144" l 144" 112" . ! " +.i _ 12" 1 18" _____ 142" 3 36" " " 48 " 48" 1 3fi 36 20" 16" i Front View F�View 4" front View �i Vtew Fret View Front View Front View : - flYOF REVLLE ROSEVIUJE 1 w N *� ' A,ppR . .. - -- - $•• DOS PLANS szv s s'o,, * ' Musr eE 1 ATE 1 a w w " w w w n w _ w a w % �' �p`� M. '��►. Datir '� '� TYPE L 144 x38_0 TYPE "N_ -144 x48 _D IYPE_ S1 .-144_ �- £ mi signed _ 24"__10 48 "D "D S �' i ---- 72", & 96" 48 7 - - --- -- " -- NO. 35215 rArT7 rECIEEIVIll .60". 2".&9s 9fi - 24" --- 36" - --- 48" -----f f Ex i r 1 , 5000 /LEVEL � � P 09 -30-03 24" 16 _ _ V Alti ig 2250/ LEVEL 575# / LEVEL 19" 19" 19" !.� I V ‘1.- , � ` - 4" 48" 44" r44" ir ,. OF�4© 750/ LEVEL 32" • BY:2 1 46" 4" _ _ 45" 4S' , 45" 1500 / LEVEL 20" 20" 20" w MI - - ,�,�, - - 1—,-. - -- r r . .y. I 144" ----� 144" 144" I I I GJ LJ wG*7 �� I 1 w „ 48 .0 __ .. J ESS/O 9s• F � 4� SEI 70" _ , T eft X47" - 4T' - 4r „ ••• 161 Atlantic Street E ST. 1985 Pow CA 41768 m ona, 32” 22" " N o_ 25969 m Td. (909) 869e 9 •Fax (909 )8694881 _ ' a t N- ---=, 12131 /2001 / s CAL FORMA DRA BY P _ A.A. DATE 4//21100 Front V'! 7" r i r 7 " 7" r �C`' IV IL `, , CONTRACTORS T Front View Front view Yin/ rF �� `KE us REV BY DATE aF NO 665374 APRYD BY SAL E. FATEEN SCALE NONE ■ DESCRIPTION STORAGE RACK DETAILS (M.E.G. TYPE) 1: j AcyoaESS SEARS 11156 DRAWING NUMBER ELEVATIONS 1 191 HARDY BLVD_ ROSEVILLE. CA rc I,1 . .. 7 1 J 13 "O$4UM _.. _______ . ...________ ..._ __________. ....... ......... ...._ _____ ______...____ _ ..______ _, .____ .._ -. - +. . .,, ..e..'. , , .10 - 110W . ,41F °wtl6e... ... ...' ..rt.. ..,..∎....... y,l:..... .^!. .., 0 - -.r -. nee..+.,... I • I de f 4 _ - - y 4:4 1 36" 8 48" . '\\ I 0 i.� . c 7 fi r): I P di r eER x -BRACE RIVETA7 GENZER ,/ (J'ti C 48" - (-) 5 13/16 (\PLAN REVIEW r -- -i ) PLANREVIEWAPPRO 1 - WITH APPLICABLE. PORTIONS - ,,,,,:, /"°*°' - ' - ' 0 4. 1, .. i 00 SPREADER 420 ., PLAN REVIEW APPROVAL DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF c 1; � r L. 5 LUCI�L. AA .IVUi1uoi: (-- HORIZONTAL BRACE (SPREADER) WALL ATTACHMENT 7 XBRACE IT RELIEVE DESIGN ROTA ANY LIABILITY OF GENERAL CONFIGURATION , N_ ) __.,) DOUBLE ROW gy; OME MAY 3 0 2 000 -,1,:.1.7,.)::- - TYPE-144"H 10L 12"D = 50 LB /LVL DOUBLE ROW C INC. •.: BUILDING LF TYPE-144"H 10L 24"D = 50 LB/LVL TYPE-144"H 12L 12"D = 50 LB /LVL - � Oivi, p SINGLE ROW SINGLE ROW DOUBLE ROW SINGLE ROW k - APP'ROV D SINGLE ROW TYPE 144 "H 10L 18 "D = 50 LB/LVL TYPE -144 "H 12L 12 "D = 40 LB/LVL WALL "' 4 WALL _ . 3147 TH1t�l1 . TYPE -144 "H 5L 24 "D = 50 LB /LVL TYPE -144 "H 10L 24 "D = 50 LB/LVL TYPE -1 12 44 "H 12L 24 "D = 50 LB/LVL " �,� OO[� 3+6" 48" 36" 48" — 3fi" 48" E t - t " _ 24" 12" 3 - [I- 14" 12" .: .. : .. . _ . . .r::. 28 "_ �` SINGLE ROW h 14" r 1 `' 42" 42" TYPE -96 "H 6L 24 "D = 120" LB/LVL t 7 i 1 - ♦ 14" ♦ 1 2" ♦ , 36" & 48" 24" -- r ♦ w 14 , w ♦ w �`__ 1 "� 144 T �"'% 1,4 ,4, " _ � ► _ I 8 1 4 I i 1 14" i ` 12 f 42 " , 42 6 " 28 12" - - " 12" -- 1� - I 12" 16" 42" .� 14 " .� 12" i____ 1 1, ♦ 14" w ♦ 12 " \ / I 1 ♦ ♦ - _� 96" STEEL END ISI 18 GA 48" 14" ♦ ' 48 12" ♦ w 48 \ ' ♦ w 54" , 54" ir"-- 4. . t (18 GA_} ♦ w ♦ w 12" , ' w ' 30" , s jL i s 12 " ' h 4-' 18" 16" 18" 18" _ _ _ _ i 6" 18" 114=3=1114 3 it j*--- NNEJ - 4 1 Front View Front View Front View Side View Side View Front View Side View r 1 r 4 END CHANNEL & SHELF STORAGE ELEVATION NOTES: _ 1. STORAGE FIXTURE DESIGNED PER DIVISION X OF THE 1997 UBC. 2. STORAGE CAPACITY: SEE ELEVATION 3. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36 ■ 4. ALL BOLTS A307 (UNLESS NOTED) ''� 5. ANCHORS DS SHOT PIN OR APPROVED EQUAL, ICBO #2388 44, )0:, 6. PULL OUT CAPACITY IS THAT OF WITHOUT INSPECTION F _ / - SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR Gq .%" 7_ CONCRETE 5 1/4" THICK x 4000 PSI OVER B-DE e " T' : ' 1 1 Vi 1,, • .. •• 0 1 I CONCRETE 4 THICK x 3000 PSI, FOR GROUND • 8_ SOIL BEARING PRESSURE 1000PSF FOR GROUN= L F cc J 2000 _ 0 4 , SHANK DIAMETER _ 17 FOR CONCRETE BY:_zii.meariz.... .,7/7' I re) r� - �.-� Q'� ESSr,C4, MATERIAL H SEIZMIC �- ( te' a F� �►,� S EI ZM IC ENGINEERING 1u c 161 AManlit Sava! l'ille) 3/16" 0 W rn EST. 1985 CA 91768 l , '' %�` 1.4375 MIN. EMB NT _ 4- U N o. 25969 v Tel. (909 • Fez (909 1 - - E cAL FOF�AA DRAWN er PAA` DATE 4/120 2 3/1G• t �V a \ ZE3 * C�ONTA�CTORS r- / / 6 l UST AEV ell ` E L � F LICENSE 1 ...so IP Z NO. 665374 rr BY SAL E - FATEEN NONE C7 ..... 'r vi DESCRIPTION 16 GA te No. 352 15 i.IGHTDUTY STORAGE FIXTURE DETAILS M.E.G. TYPE) E -30.03 En) � ♦ �. ' , ' ADDRESS SEARSI1156 DRAWING NUIIIMER e 1 .�,� 2 UPRIGHT ATTACHMENT PLATE 3 ANCHOR �� 1191 HARDIN G BLVD. 004)657C OF GAL LE, CA ill i i :)C2 .• ■ •1 5 .1.1 7 1 31 s 1710, i ;0. - Oi 4U " ......_ ......_ ... .. _ ..._ . . ....._ . , ..... .. _ _ ........ ...... ......._ — ...r i ..w -tea -.+__ _ ... _ _- _ __ sir. .... ..... p.p.. r . , - — — , -- — -- • alt • • . . • • REVISIONS BY t i r F11Nug , t 2 c1 � 1 86 A 1')< 111Ckci ty (2) 706 - AT 2¢���Oc - �j Ell � - BOLT • I11'�+I(.iV DA IA �1 and 61..1%.1'.14:111. (rl) I I...'� L ,. ft )GS 'WA r - 1 The contractor shall verify all dimensions and conditions before ELF • 2 SILT IIL •�( ta$ _KT 2 Q C 'Cc T APPLIAhI .ELECIRO r C �' (ht I MUt'i 4t1E. PE:R `,VALE 5FC Pit;iIT- 4- Doric -X ' -p�1p _ t' N / erg. G?�' D�IN�r- starting the work . IA it Bea - 5 PE AD 1�1L - tK�u5vt2 SE F,�Rt►�Iag C F'iRSt L _ 1 1 -E / a �o _ 1 E?C uFi'I �.f11 F�5'1Ei�ERS It q" 511 05-- h% HIGH S1R1:1�yG� 16 5 p,t45" �1 "EiI EGMI �1T ' r1tA M , � �! t1 ��E 1NSY• � �Cc11G SCTi dt l_k - TT Ti Dtt•� ��,s 2 Any deviations from the plans which are necessitated by field SEE .Rb�D t�w _ -_ _QFTtQl1 14 4 (VI E O�Dttpf RA � 1 conditions different from those indicated on plans , shall be called l l it'A A p C ii Ci ri le a. bt .. _ . � K , 414 3oLT IL «�-. __. ( _ �oN D +i C if . �yR l� lc �6, to the attention of the structural engineer. B -, --•�. '� 3- ) r� w r-- 1 i I i I ne is overran U 2 - SEcoND ��002 .,� - -� i n t X 9 6 o.os 3. Designed per 1997 UBC(or 9 e it on , w c 1 o y g) - i � r -_ � -1 Vixi �� � � i ' � - - � ,` r / , / .��T,�� 1 and City of Roseville amendments - I i .-,/ a e r / ,�'� / / ' i - 4. Steel AS1M A X70 Co ld Formed with Yield -F r 33 ksi for all �x_iE1 tNa BLit .. . _ I I _ \: ' 1 - �.,. -- o a --, � --.- -- \2_4_1,07,.0.1 17'-Q �' f + ?! - �"" y 1YUALL �`f,„ l i OM/. uf - • • • I display walls members a , 1 l SgR�� ) I I 'r3 1 � , Gr: 5 Studs (for bracing to the above floor) ASTM A 57U Grade 33 - FA L C / l� -- 20)( 0355- SrC1D - = 1 _ ) p�,Ci- t� f 4 _ r M it* F 33 k I # 1715 ( A ng eles Metal Systems, or equivalent). (K) I.,,, lin I i : T i : � \ I w3 ©1014 - 18 ' 1 0D358 W !, ` I �, N -R�i 6. Loads -on 7' -0" of display height(from elevation 1' -0" 'to 8' -0 ") tj ' At STUD h i1 /!t' P_ - • - ` . �° - --- . S l up S C c `�.�' - Ity ,�, ____ - - _- ( 9 Y) P Y • ,J .1 ' . E ^tµ STUD ,� ALTE R,N ATE SIRE ,11011 *� }(� ai rnaximurn 9" load center of ravri from tl�e ills la wal : .._ Q � st } f e 1 o A j1 • A a _ + ° 'r'si� °�i6ic�i�l�t � � � -TV, Co mputers, Electronics ,Appliances, Auto Center...15 PCF L.Irr x'0 :.15Lt r l HORIZONTAL SPREADER TO "Z" STUD CONN. > FRONT ELEVATION - � oR i Z. 5 () �, - micro - General merchandise 8 PCF W - TRANSVERSE SECTION �,r I 'f V ,� Z � 5111D5 � +�� + N O P TION for Ready Metal Co. part # 25032 P y vKttMr;b _ , ) DL o Di s la - one face 2.5PSF • 3 ZUG b ot h f ac,es.. , ..3.5PSF O Ins :t r .+ ( � a I - t D . i e E t= , . - _77. - ? - 4 1 - ....\7 y = _ 11 Ct RT - oh 4 _ 7. Expansion bolts -Hilti Kwik Bolt II ICBU # ER 4627 or Ftllti Dome 250420GI SIV �Ec_ ME.. f i --� 070`04. P >HD 353 i TR /3 OC .1$)► . p _........ �' 7 ---- RIMBi` b K C - Head Nail X -DNI ICBO #2388 .Ore uivalent a roved b local _ ' 111P-2 � -- ''� "! _ ■ale . BOLT, q PP by _� ,. I � � 1, -- _- -- ~~-- TIE t'S7ra 9 Q 4 4' e t) 4? 11 I .� .• 1C " " " Bldg. City Officials.The anchor bolts at X bracing location(1!2 f 24 1Q EL -"' • • ��r",13 !P 1'"1] .. .� f NOT _ . ~- I - 3 " at level two -oral -S ecial ins ection re wired D ' 5 _ .: - �. , , ► �,�rB N� �. + �1�PUY �14�.. ES : . r Oren kwiK Bot.'r�t, i n .11 t � 1►G. E Y P P q �� n `V /4 `>. :CJ.Z. N L 1 NOTE # 1 -Stud connection to top 8� bottom track rail- . !ON!C�f T'� I�t��l ����N�r N �-- (test to Pull out at120U Ibs- or 28 Ftxlbs. install. torque).All other 'Q �.: 1 �' �TtJD �-- 4'- - G`.`'� �1ER'C�iAN D15� -�+�N E S IQ.� L o�p�D vrJ V►J s R �Y Z ��Ua per detailllR -1. �j Z Cry o� . . 1 ..• �I_ 'l "� eu ]fX anchor bolts special inspection not required(half allowable W j) I - at lower flutes. • 24 13 .�' a RcNANDIS� Bcrfi SibES. �.otiol:p 5EE jut N ilIOTE5 .2 p I �y A DISPLAY WALL -PLAN NOTE # 2 Always connection to steel deck A.147 �.ZY. IIPI�LI�ht:� �LEC7RC�'�k AUTO �'��` Iona __ - Q tension value in design). ENLARGED VIEW 7 NOTE # 3 See top & connection to the above floor - SI "� o � , - �-' \ i 8. Bolts : -WO -Nigh Strength Bolts(Grade 5) for longitudinal bracing. O Ili details on 6 /R -1. • 11N1nuti OtAtTt" Wu. SEGIi ar c ) IAN r ' Uf'Klt�f 1 ST r 9. First level -Slab on grade- f'c =3404psi.,t =4 ";Second level -5'/." light �- -� ' " " _ c c - H+6}i STRE'IiGttt boLTS (G1c . 5 _ . E _ I i '1 r r 2 T u J CO LL: 4 tSta IiP_P+t3� Q t _ NOTE # a See detail 3/R -1 for bridging to Z s!ud connection. �1�1�TE 1gE�5 't�D 2 �TLD g p y � � 1 weiyl�t concrete f'c =3400 psi overlBGA Verco Steel Deck;Raof -2" ; d -� I \`-� QPTION :20GA furring channel can be replaced by 318 i ! EL NOTE # 5 S d 4/R -1 for anchora to floor detail. - --�' �� - -2 '/z I nsulating cone. over insulperm over slurry coat overlBGA �i A p lyw ood tied to ea. Bldg stud w /2 #10 self tapping screws ! _ --- W J ! 'ell NO # S- See detail 5/R -1 for top rail splice detail. -Verco steel deck(See KSP- Consultin Eng.- Dwgs.:S -1ta S -4). ...I < �EUStarlAP�' FRON ELEVATION 10.BIdg. wails: concrete grid CMU exterior g walls first level oral < Q J P ANCHORAGE TO FLOOR -� DETAIL y L TO TU M 1FYr • TO THE 80VE FLOOR " SECTION - BRACING R 1 -metal studs(16 or 18Ga @ 16" oc)else where. TRANSVERSE 1 of Display walls -Level I- 10 " -0 "; bevel I1- 10' -0" & 12' -0 ". I""• J C•INiEL r NOTE #1:- 24GA. FURRING CHANNEL -If distance between display wall and bldg. is 12.CIear distance (to the above steel deck) at display wall locations: '� Q J AGAINST STUD BLDG. less than ruse only part "L" connected to r - {� T�. cpij .E 4 S S t30-L•ICS' -Level one- 17' -0 "; -Level two - varies- 17' -0" to 19' -3 ". < < 5 PLAN SECTION B -B bid (on one side) and directly to `Z" stud via r -- cp - ''�- ! • 9 H of ti 1 13.For all free standing display walls, the SEARS representative a Cej j r " ja mb cliplp 'M " }on the other side r LC1 11'iDilwti2 , 1 ( • a t8 - _ � p -See detail 3/R -1 for bridging to "Z" stud coon rX . ca _ Set e 7to� r p _I 10QE T ,4IZS ^ r , i lF�ACM: L� • _IZ P _ 1*j+ r 4 IiRJplNhl A a Cr C3N T of these walls which one ate both sides loaded and shall space ...1 24� -�T�D r I�Lt� • -1olC iiottE « A4ttS -See detail 4/R - f or a to floor detai 24r f Z 1� 5 Ml>1► '�' ' � AtL��} p O < i r � � _ nection. .i'� �A SUP N�;p _ ____ , • .,� all "X" brac ing acc ordin gly. If this is not done .all free standing -See d e t a il 5 /R 1 for top rail splice con N _ _ - _ _ -. *N f -- : :_.......„,„ , . ._ . ._ ii; ____ 12 _ 47___. -- _�- . -__ walls shall be braced for both sides loa con dition . —� 14 Read Metal Co shall furnish sho & drw s. instructions < �� showing the details of components connections. "" Y20. -�fd tlit� �aG =� - (YZ.tt1z T - - - -- , - ��'L� Tit�:tLiUfl �1�. N„P, REM), � -�-. _1BEDntt1�' o oC I ►-I ! - 14 " �Bt:Dr �l� � - r PLAN i 9 onents and connections � P 2 _E►ott dui • utt 1 ilK - t1- Lo la -- tic l r . ; -. , • 23 LT 1 1 , : ofi K a o k- 4 - 40 .,reciAt W �N z a�t��luS �.�, � o� t � ,: r HT ,,,� t f 1 5. Splice all adjacent segments of the top track rail with Ready -.Hill o PCitiP t - p # - S�DnfK - mot k. SEAS - tiU , WO c lrorl5 i ' , �, . ltdt . Er HO eS tT n 8 ro 1E..1 w ires riD £oU t ocAT10Ms• i!- I epII iL - X� F1 R$T L ("� � W lX � � Ctr -G� Q hT � Met Co- Standard Splice or the detail given in this drawing. .�1.1�5 . --I� t if i�t~D�ti�'�. I � DN P 9 9 :-.ES 0114 AT E/rrCN S1uD• Q. ` I•�.T 5� 4, Always each segment of top track rail shall have minimum 2 >1" ,ANCHORAGE TO FLOOR- PLAN - Da e..1►. -57 I li ,I transverse braces tv the above floor. CI u 1S_ See "Metal Stud Manufacturer Assoc. "Catalog- Revision ICt NOTE#2 If bldg wails are maae from block wells, attach directly the 11GA clip -part •L "(shown in - SECTION ANCHORAGE TO FLOOR - PLAN SECTION N -N SPLICE 18S -�50 February 1955 and "Angeles Metal System Catalog(ICBO W 8 -B" and in the "ENLARGED VIEW A" above)-to the bldg. block wall using WO- 1 '�: "embedment #1715) for studs 1.U., sizes, section properties e_t_c Ce Hliti Kwik Eolt II NO need for 20GA furring channel or 318" plywood). T TRACK RAIL - SPLICE DETAIL 17. Display Walls at Auto Center shall follow same details used for 10' -0"or 12'-0" HIGH DISPLAY WALLS NEXT TO EXISTING METAL STUDS BLDG. WALLS ,•' FREE STANDING DISPLAY WAL �S at FIRST LEVEL- BRACED TO THE ABOVE FLOOR 2 0► Main Bldg. using heavy loads-T.V., Appliances. R -1 OPTION for Ready Metal Co. part #22525 R4 18. Roseville , Calif.- Seismic Zone 3. . \R -1-' - . ` - ...� PARTS S LESCwrTiON - - . 1 ssv. bt6t46 ScC1 O cN 1.Fr - - - . i�Kirlt�5�1E1�'SE �Q�i};:, q,6-oboctu.-.294pieveL. �" - -- - 1 . _ T I 4. p. St I f Lprt. xRuui O. : P. • ail i i: _ i' r . h r -titN b ru5 Q . Nift\Rl ES t W ;OK S SizPj lOfN11 F► #Ti of4 4 oni P 1P t-c • . .. !) lit_ This schedule follows the I marks given in the manufacturer r - x -Pg. .� I a1 -?� � Len of Brace Reinforcement _ REMARKS dr aw i ng R1 -Ready Metal Mfg Co.. Standard Details for Display Wills. . i lT tinr� � N E i* f,/1hS ` D N � ` TO I ': . - J . 1 4- N <<1 � TF WAD 0 i E,. - , , . ) �, P?' ''i Enmitit. �, c I oc F DECK. brace Stud Stud len th D. p E1tNEIL -, �oo> (�c� r ' ��F .. v - g co 1 , �� l To 125" 20XHD358 none 0 -` Mark Descr`r �►tiion W jr �� i-- + -�- r 1 8XXND358 none 0 B. Horizontal bridging fastened to Z uprights. I.: p _ � - ' ; �$ T _ : - X 125 "to 1 52" 18XXHD35B no ne 0 —_ E. C 2 x 2 x 18GA steel continuous top rail with welded corners and Z Z — �. 1R �l!aS� AC (, _�� . r _ _�-- -- � � _ ?tC.r, � ,� � , s r , , . AR N ;. 11 intersections. Secure to each upright with two #12 self tapping 4 . A f' r h' sst�� •i E .. t .c iBLE i -s }` p _ I L screw or r...• - �ITEFCN TE Id1S I s it ,Ix1�E�tU'11- .LIZE{7tF_P / - T Tor FAIL _ E oN Er ' --' - 1 c ei _ 1 r`aR /- . d� C 9+ " Ohl �, �'sl�H t D . �,� ,; G SEE CH_DutL ta N ), �/ , F. Fa steners through anchor p late (U) to floor at longitudinal X irr .r NT Q b� NER; ��•. ILS r% ��'`� �� I �� ' 51i�S lE:+t it'd MILK �E1�11 + f ' — - _ ; t_ _ _�_ _ :i _ _ -- _ _ '� bra .In locations � � r - -- - TNSVERSE BRACING FOR FREE STANDING DISPLAY WALLS 7 - outside diameter) used as veal dia onal HILTI KWIK Bolt ll ICBO # ER 4627. P- 0 _. _ _. _ J. Steel tubing (706 'Q 41 ' �/ , - � ' t ' - � ____. � diagonal �- 3 �16'" - 5PL'r = v'rT ;.= lie "f' =t`` �'` D 110r ::se =-= }} - �, �1� �� SCHEDULE R - . "X bracing Crimp ends and fasten with W 0 high strength 4 44 i R fr 'fr IM `fit .ei w r oiP � SCItEun AR y ( Di P � - �! t 1 1 1 f ! _ STUDS L toL t A /3 - _ .. _ _ - - b (gra 5 s imilar to A 325 type N)_ w 0 -I _ i51 BoLT`� Tc r t` 045-1124 Is otiot1. B , f � ' ' � F - - y ' t I ' 1 R .; I '"� Zr D �t r . P, ,>� _ 7.: � ` _ �"" K. C 2 x 2 x 18 GA steel continuous botto rail secured to each C7 1 e"--:. tiorrart j ;Ii;: I : :l upright_ Anchor to floor at each upright wit Fasteners (N). 0 w W , c ?. -- -_ -_ _ __ _- _� _ __,, ,•# — •�-- - # � � Pl ywood shims are allowed against floor under bottom rail at Li. 0101 �` r s ,1 ► l a o ; __ _ D =' _ _- -_._ .:�_ _ �-� �'f .__.__ _ fastener and upright (fasteners must be long enough for proper TES - _ - NOTES emcedrn�en ' NOTE # 1 - tua connection to top& bottom track rail -per det.1/R -1. NOTE # 4- See detail 3/R -1 for budging to "Z stud cone. ` 1T [ OM-AL tR • -- - -��"" L. Ancho str3 1 75" x _ 105" x 8" x 2 ". Anchor to wall via continuous - - _ - --- 2.d "V'a -- , nEitaf Off Lit 1cyfit p ( f - I NOTE # Z - Always connection to roof steel deck- at lower flutes. NOTE # 5 -See detail 4 /R -1 for anchorage to floor detail. �- - bracing connection to the above - - - 4 for rail splice connection. "' LOS+ ° ''� ��`' w irer L� 16GA channel furring) placed within 1" of outstanding leg. a NOTE # 3 See top & bottom b ac g c NOT * 6 -See detail 5/R -1 fo to p _ r 4 _ _ c , ; . ONE t( Zed t M Specia bolt 25' x 1 . 7 5 - furnished with tapered jamb clip against - =' floor- details on 6/R -1 � � �� V � 1 V ' � C5 � - • �*Iln t= a t +►u .. 6 r�' • web of Z- upright. N. Fastener to concrete floor near Z- ht. >4/1%1 `� c>" = S -��' t :; 5 TR G E ^Lis (6f ` r h X-DNI- 5 5 o a ' _ fh _ TEtyE R S lb 2 " TllD � H Eta TH , up rg t (HILTI X DNI Do O _, _ Head Nails- 1',' :' embedment or ' /.' 0 - 1W embedment HILTI Z o ` - i ' TRANSVERSE SECTION - BRACING 1o' -0"DISPLAY WALL TRANSVERSE SECTION - BRACING 12'-0 "DISPLAY WALL _ _ _ - FRONT ELEVATIO ry _ _ _ _ __.� KWIK Bolt I I } pp � � � s a i i • P. Ready metal display surface and sheathing 24" wide full height , z D .) Z - �' • I _ _ __ - _ _ _ - - panels fastened at 12 O C to Z- uprights a < .D 5 S C 2 x 1 x 13 GA steel horizontal strut connected to each upright • " ` o �. NOTE: Bent locally- above the top track - the - ;i '�u with bolt and mo 4 NrLI� Q �itJID iL� t -p krif �' 3 - -- -- liter, for full contact between 3116 � splicer. to clip IM) and to anchor strap (L) with two 'L' P c tt 10 SF FP.1tC = - - ' ' ` p. w diameter common b olts I splicer & web of bracing. i "( �� 1'N�' � i. I' T •s 2, a. SQF Et,tJS 5 x G > 1N �T T Fastene t w a ll ■ , k i SCREWS N .. " ?�w a� AT EL.E11A�1 UR_11'. E �E1a11�.S '� - » • " c 3m .. ce !U r4nchor plate /, x 2 square r 2 diameter) at each upright r z i r- t�G i .r- �s rt, - I i at lon g it udinal "X bracing locations Fasten to floor viral s I , +-I 0 1CAe�Y`�(C EIP-K* 101:7F---\ I ,r ill - _Act ---. - _ V X ,} \ w _ \ 1 • - - Cr --�, ''' - - - ` __ - a nchor bol (F i J -. .. v) 3 7 IP - 7, � Z. Z 2 x 1 25 x 13 GA upr h ts at 24 OC 1 I , -ve____, 1,...----:w!setrixt ti ii I ,..., 2 i . � �� •� 1 t. t J R oC - ! � V ' IL1 . ' 1 r l Z • ` i� I _ j -� P PP! rl6 i To R imp T aoR L I . - --ILTl 101E RtIL x a s 1� tic RlE piulats • ' • ; � z r o� _ cx • ` r P.a� - t t � z3 < 3 5Z i , „A - 2/4; kPIA . 4 , -_L = *rE!D Dc.TH _ Ehit S T4 . ItST v�,Lll,�lS• 3 - ? r ri 10. AT i t. t. I —T y p j J I C FIX* Simi r�^ Eli rt I 1� _ z r. 7C � ;0. �`,��` F s ...1 i t � � 3 t • S ECTION Y -Y ANCHORAGE TO FLOOR PLAN SECTION x -�c ELEVATION ELEVATION 1J13 o 414 t '� / lls s � 10, z BOTTOM CONNECTION TOP CONNECTION • am. �lrllo� 1 r * � ► • •"� pats \ ,,,,- i i I do. a # , pp 1 A : : I .„, i I - :_,....47:. • i- mog gm ioii IN CONNECT OHS— DETAIL'S 1,r 8�ra� . �.. * ► ::: L - TO THE ABOVE ROOF STRUCTURE i • ,�- FRE STANDING DISPLAY WALLS at SECOND LEVEL- BRAC [i ft-11 B t � r ' t - ..—_________., . ------1:)C>ZIIIIIII:llig15g ■ - - ♦r:•c••.als• i. :; � * f;F- M ..r. _ "► '• 'ir • S 9 .1 • 12 ~° MAK ii- 12- 040 L2k $;&meg w/ . . ii , M o MAX MA�t I FA 1IKS (v)A'r2!" - . WALL. PARTS SCHSCHEDULE + -0 Y. P. 6. Os C, • Ali I Lp NJ WALL C. To ( AND . rt S EI $K1C ZONE 6 PARTS a It�ria� �C) 1 i< sr w , / . st s ��xr�r $UILCiIJ�• WALL (x) _ _ _.___ P _ e � '- GM�U�l�, �Top. f�.�41 , _ ST� xzvRU. caNEt�AL No►rES ► i a !, . Ts 3 x 1 «5 x i1 GI► STElZ IDES B SPLAY .T Aar u'-0" %/.�1// /!////////!//!///!!/ ! / /./ /�/ /./ / /!.� //?.�/' / / /.�.!� - . , t'SI►xi ai SPACING c w am SIDES c e DISP[.AY DIVIDI R. lASTR AT � TOP AND TO Z- UPRIGHTS WITH LOClCINGG HOOK BRAC E I Z ___ J X3500 LB vim= SERVICE TSAR cAP oc iw . .. r-- - - - - - -_ - - -_ - _ -- -. I « DESIGN DATA B. HORIZONTAL BRIDGING TO Z -U RIGHTS. MO OONTII+ uous I X a JTRIGo 6E R (A) a« SIMMS WADS: . 0 >: IJ 1� IE3 t ONE PS 3'4" AND ONE AT 7' -�!" FtIDiM nom. • --- - It-0 o p . for RAI (g)..--- Illi iiii OF DISMAY MID z I • APEX 3. S x 1.5x20 GA MP CHANNEL PASTENED TO TOP �; Wi .' C. • L L1Cp APPLIED 10 DOD WAD AND LIVE GOAD 0.30 1 Mpa. . 12 TIM FITTED ' ..C..At'' Gkl�►N1�IEL CG ) mu APEX CAP a� � � N�L11 V. Q• O' �I�D OF LAc.H KW DISMAY R *44.1..04--->V• � U RED T c ,,� �� v I pE SHALL SE • v LIVE LOAD PER L- UPRIGHT DUE TO ISE DISPLAYED mum FC.�. O A TIA1..YER�. E RUIJ 6U I L.D I W Cs WALL oR. UMW. CE) 7 Al Of PLOOR (EITHER SINGLE Olt UNIFORI LOAD) : a • • E. C 2 x 2 x38 GA 'STI�aL Corlrftauons To►P MIL MtsH MOD ouT1z,1 [s‘Er�S ,�AGK TO IS .K . • +00 8 M D INT a ICNS. =MRS TO EACH aPRSM. - LENGTH at UPRIGHT: XO' HIM 12' HIGH 2r2 2s TY 19-A14- D�...� F '�,�. ► Q (� _.. _ -. • SINME C tf111rso WAD Y � � I Ep T' �l.G . �A1.� ,a� t 2'. ANCHOR PLATa To r'I�oaR �rc2�o ' ! PL Fc I Cti 1 (U) T u H w I t� A Y � � p , _ D s L � � AM � O hJ r -C.'T' 1 vt�! � �rA I AT s a zcrrar -- -2511 !OR 1500 LB ICE WD IN '!'la820N. HIL'!'I lam" Dlll. x 6.5" F� 1 ' �'"L►� it n ^- • - -'--�- AT 17" SIC mug 8061' II OR SAL. Q+ No - •..�C•AL �� -O :.' .. ___ t ITY 171 Iii 151 ti . . • KM 1016 • '�'� .T DISTRIBUTED LOAD RM lot? A T 17 " �cm 461 II" �ll' RC! 461 LB 310 11 LB 429 i s AT er MIL L I T (1590 LS VERTICAL SERVICE SHERR . 4 0K, T C F) - S- UPRIGHT IS TO BB OF E � . HORIZON'HORIZONTAL tP . TADE SI1,/2" DIN I''R 20 GA E IE.E<'TZL S'TL TUBING . �'' - 165 LB 101 LB 1* AS VRTIL DIDIONL FING. CRI l" !!DS N1 FASTD1 ... r X CP GNW Ii1.• Cc) �'T" 190 LB 130 L WITH 1/4" DI/ItE U MGM STREW H BOBOLTS. « - -- •- - LOGKIU NCx7 WIT1fi Top RAIL (�) F 4 ( H) ,,,. DIVIDR X. C 2 x 2 x IS CA STEIL anmuus norm, pm. sm Za not DM4 CH THEIR SPAI�. OC1TRI RS NEID lei' ER , VSUPRIGHT. UPRIGHT. ANCHOR 4R TO tir001t A!1' i tSRIGNI' iiITH (N) . *` f ' unturoS (1) AT Z-0 0,4, Pra�C o 8k To BACKC. THE !PN 1W3 IS DID aN THE PLYi4QOD HIS Asa K.tr O MUM` MUM` FLOOR R U WITH ec)►tTblrl I O . ,Q DIVIDR,, 'THE - L A M SPACING ALL GOV M cPIY« rHa AQPLIIs To awlUNWON r�a110 4 FASTNER A D uPtac r OISTE i s MUST ST BE LANG FOR .1 . � • ' r� ' RT. mfg. a us t� : . 1 IiITIII . - a r sil FGOVR: Z L• lEIL31�DR STRAP 1.75" x c X s* x Sx 2 . IIt� CHOR O NLL WTrH l� e ( � aT 1-D at., at., r W/ ..'r �ar.H E,14 p t'' P M aTRI R � iias (r) . 4 siv- t--- ....� KE ) M PsuARE r ACIG 8 CITY , ' . _ _ _ c► -�" 41 b' • =:k vRsRt� . HOLE �►H ew air �& r M x �0'K �15CA�Csf OF V. Q l5•, ..,, , . 1 : :: 21 PSF Per H« Om r.MIT'H '!'il D JAIS clap & Cr s- +scar. �R�DGI hl� 6� /� �rr��/" ill ; , . 13 PRP 10 POP • t. � K. TO . - � ■ , mum i. �.,, 'r MR EACtI -c Rrc��r. �cBO _ IM �I CRY s T RN of J 3. CITY MOMS TO THE WCATION OF ME LIVE •• 11 lD l�OR 200 LBO Ell t.. t` DlsPL.AY pIVID1 ., - - . LEAD FROl4 . 7 ' THS cS�r. LivE TEK �, 141141" c►oEraS ARE IN AraDITlaii la AN A7 ar.r !oR a!' YbE�► A 'PEARI IJ� oN t�L.AnI S P. ROM !rB'r1iLL DISDISPLAY SURFACE I� 24" WIDE !'IX.G- 3,....- 3,....- '-"'� T�`� t:•oc+4T'�r.�_LL[a�. _.... P[E.L IIeIGHS DIS'P[�1Y � � • =GMT PANES kr 12" 0.C. TO Z-UPRIGHTS. S. B C '� U C 2. THE IiDtttZON'PAL REACTION AT V 7 earia�i EMI 'r' .dU Co Shia"' 1 U 'files DE1�It1._ ---- MUM BY PLAY DESIGNED CONNE C IVN - , S. C 2 x 1 x 13 GA sr ► Ina zO�ITAL stun' W r TO THE FLOOR. USED. .. WITH R� . D RTAI L. 3. Ho� I somwar. criar AT TIM TOP CIF Wm UPRIGHT lT 111T BOLT AND AMI3 cur MID so ANCHOR STRAP (L) WITH 1140 I NAME= T'ER. AM O BOLTS. 2-UPRIGHT =unto ISTED BY P'I '.Y DESIGNED ° • z.- I size. _. . _ • . HIM OUTRIGGERS vasas MB e NNM PESTRAINTS • . i ' TEK SCREWS* 1 4 " c" 1.1. F. S. I % T. FASTENER TO BAIL. ICED APPROVED FOR 301 IBS PU' 7 ',OUT. - Bert 44 RAID. I0 UPRI&111 THAT THE I • • 2" DIAMETER) THE s PB I _ I - I THS caw N 115E cos RTAIN ONES PLATE 5/'16" x 2" BARS (arc 1t,) AT F.AiAt '� �L.r vg- UPRIGHT MITH K►i lABTEN TO FLOOR OFLOOR wnr p ANCHOR ` , - - _ . _ c. RMDY PETAL DISPLAY FInusz. want DO NOT MS= .....L. U. A ISMS art FLOORS OP THE BOLDING HAVE A ChiCACISY AS Barr �!'� . ` A�I�.IG.N�R �O'L'$ (�) WITf'•I GREAT AS THE DISPLAY D . T HE WALLS AND trait NS SSes r�o�DS roE - V. 1118T1d1= To var,L. woo ;mom pm 300 CBS �R. • i ,, ■ i Cu). see [xi -4" RI D nom art somas. as s e x• memo =WM ©MPONI T. II STEEL TH66a DEtI111I1S DC/ NM ASSERT THIST T LLD HAS A.S A rHE DRI E. Lev, of V E TIC... EIMOf4AL eePx.list&rn (V. b.13x) DISPLAY !�. A. MATERIAL STRENGTHS: 8 .... _ v� Pi' , s 1 ,-'0 FY', PSI MTh 'M! m � -- • z. Z 2 x 1.25 x 13 cc1 SLOTTED SLOTTED sTBSTEEL nPR�tGHTS AT 2 #-�" o.c. .4, . 0 a , 1. LIGHT CAGE ata F0 Si MS. 28 , gN A578 I °• �`` 1 VDB. V BUT VERTICAL DIAGONAL BRACING PER TYPICAL 'DETAIL AT 24'-8 we L NOT taf8 Q4C'B, IN ElMB RRUN QE DIP DIVIDlCR. 4. ' • 'T L t:3 z. e S ' / BOLTS, HIGI MUMS 74 WS A449 C Srltur (5) ArPal UPPJ VH ' ,; _ 3. races, SBGSILT tLING, saw ANSI 11/19 O _. ‘ 4 ` t TAepnic, cars taws= z • cs' � " 1 - ' ; WHOM UPI fir Is WITHIN r II • 624 or Wal..l., sluff' M Av [ $ 4 "r 4. HEW= &-7/XX A233 �' d1 H . • itts • DM KAIL K 1 P EKE gR. _ A : . - , n r- o 1#T `'r" . ' �.' E � R! G" '�.. "r4 B. COW PORED !�ilM : . Or A _ up,.....T. A � (U1 1 0144191 1 . Boa (f) ALL COED MOD S�rEIL rwTBRTILL, rAHRICATIaN, Ale 11219.7:1011 2- 2%i pas lz) w/ ,� g. Gal �►o�T !�'e VYnH .JAMIE GLII CMS __ _ MALL L PIE D1400010-1m11-11111 - M T - - I mum or am. ems« Co Ti P Pi'L - D r�� r,� �o� - 14.10 0g.TRAP (L) - 2. 9W 03MNFIcriaxS SHALL es HOLM OR WELDED. PI= _ 1x5 MILL NE BOLTED MUMS HO= OrilERWISE. °HUSS 3 4 1 . I _ IL Oa -- I'q' EI,,jE �-r) • ► �f Nam E, PAIMINE IS MINN aN MIS SHAM B S - 1/4" DIAMETER Ttlat at 114' DIAIICT3R HIGH WREN= - r BILTS IN maw HOLES • a WALL, �UIL.f�'1s . ALL IMAM) LISTENERS SlSHAM no ?ice Ili ma t"4 L' - � w ► C OF TIM HANEWRCTIOMER. ,, III TUBULAR :.yr , , . �Cer (S' A. RFArn HEM lUBii TUBULAR PRODUCTS Si11[L Bs P IISNBp i11Z1t s IE PlI S"lE ERS AID ACCERIORIES NUM POR '!HEIR IMSlRUATION. 1-- a 1 • SUSPENDED PSODUCTS SHELL BE B! CHM FAWNED TO REM null , stniumung. um, aims, OR I.l� SIIPPILINPIDITBRY • I!1 PII�• IOINTS or cm um alISTS. Palatial I'RAMJNG maim STRuCTURAL MEM ARE IiOY comvatiorrur • . =Am. Imam now= SHILL sof an ausramon Pass 5 �- moo , 4 ':::Ple. r • . 2. Pk A 'S man ON W S IL *SISAL NI PASTINIED 10 LA a.. %j axis OR OEMs OP WE e►nIG alt OWE ter CAIREMIIIG a CC HUILDING COMM WITHIN 1111 .1111011HICT. TWO ISIITEllai MK& 111 (13 lOiR R CAL WO 1111 t--- '` p. • ittBOOPMMMID MR ,as ‘• CI UF (Zr AT -o' G�1G. SIEUL�eswe. fAINELS (p) 9. SCHEDULE OF S'E'RVICE LOAD RE/C 'IONS: - ...1 e 161 .. M DISPLAY 'YY !/ ERIC/ 4: - - Ilk • ... WEIGRr +o a lcs t LJ M z VII= DOM / La SW LB M. A. k v 6 4 0 . 1 . PUS Mill 1 WMi) 161 La 3NLS N. _ . ( k) va V- j Usio -- _ x _ Os.I oC LAC * - Y ._ . (W moan 1 ca 32/ LS a. a. '`f 1�1] rverwmt 04 Dave& Min= 1W IMIMMOND MIMI) ei 1s 21E5 La N. A►. 0 1 5 0 MOM W will 125 LS 375 ra 9III US - _ _ 7 ft Z W4U 'Sac-now _.. . PIIIII-MMINMEM cam us us is. 11,. TS 11111 i i _ R.I 4,r -ar - -- - • r 14. MIME MIL MM. l a1 SKIP' IND 11111:11011 - 411MISNIS MUM sIS I Iu OF aniallIMS - 01111 113=111 - IIMUMMIllt . wMR IMMIPOMMEM r aUM �r HIS 1111111111)- . `• • - ,� . r 1/11 M !s f 1111111111216.. - _ ■ 1G E`r Oxr+ISSS t.• -4/3 a. no dole scsw sIlt sionim ma Ear : maim k 41)02, 357 2r357 . - -- _ _ __ __ __ • • • a File 35mm D D 02_0357 • #1.15 1 .111I''' I (Y 1 I I I I 1 , I 0 Inch 1/16 1 ( 2 '; 3 r d 5 6 ' "fi f w NytErrll rYvirrre • III IIIIIIII ILI I I I I I I I I II IIII1.ILI IIIIII!IIfIILIILiJIII 1111 I I I 1111111111111111111 IIIIJII III II I II II I IIIIIIII III I IIIIIIIII1IIIILII,IIII IIIIII I►! • I MAX 96" MAX 48" • h 13-22" ckeid T 1 ---r- • " I I f,; c: Max. 100" 24 -44" X in _ ' 4 J ; i rp � � e' r 5�'7:4 r ' x.11 y 4d co N I 1 i . n• w ,.aw [ j ; ' , i • ` DEPARTMENT I I I ao CD Maximum Loads: \ _ 1 II I X Gondolas \ Co 200 lbs per Arm _ 575 lbs per Side I 1 1 I 1 [ m Hyper -Maxi Extensions N Upright: Regular 150 lbs per shelf I -II I Second spreader CITY OF ROSEVILLE „ Beam: PRB35 / . . 150 lbs per bay required for units ` x (Ref. MX -5) > 120" tall only ;1 BUILDING DIVISION Maximum Loads: �: 3,000 lbs per Level APPROVED 5,000 lbs per Bay t + d i CONSTRUCTION PLANS _1 BE SITE r , -1 r , r 7 ' 1 1 FRONT SIDE M AY 3 0 2000 muff FRONT SIDE • GONDOLAS /HYPERMAXI - ' PALLET RACKS 0 HYPER -MAXI EXTENSIONS _ PLAN REVIEW APPRiOVAL A RE OPTIONAL � WmHAPPUCA6t.EP0ii�10t�IS Max. 96" 24-48" n . h- 1 I i GENERAL NOTES `' Q T. f 1 T 1. This drawing shows typical unit material and geometry. See Sears Stores fixture plan for PLAN W REVIE APPROVAL DOES NOT AOTHOBIZE location within store. See Higgins Drawings • p:EREspoNsi ONS REVIE APPROVAL TO PROCEED IN VIOLATION OF MX -1, 2, 3, 5 for details of the storage system \ ,So DERAL , STATE.OR I.00ALAEGUTATIONS. NO J components. T RELIEVE DESIGNER FROM ANY UABILIT RO OE 2. ARRANGEMENT 8IUTY. A unit may have any number of beam /shelf levels if the above loads per bay and the maximum spacings and overall dimensions shown are not violated. co �Af 3 0 DATE: ___ I. TCO J CLAIR � .lNC. ( S 2 6 m x i ` V' I U V cc c = 7 — :..'. . L [ J 3 -31 -0: .• k".. .s.'�. � -- T A , ,,., - I \ • % U pright: Standard * * 1 i ` Beam: Min. Standard �' gUCiU�P 2 1 1 S 00 0 4 " "1 i G /fig' (Ref. MX -3) � X 3 Y � "�. i l l f • cu cu Maximum Loads: F 1,200 lbs per Level • _ 3,500 lbs per Bay _ Issue Date: April 7, 2000 P ER '.. •IGGINS • TE Job# - _ AND. •OCIATES 4 -1 -99 SEARS STORE #1148 4257 FRONT SIDE STRUCT L ENGINEERS MADIX STORE FIXTURES 1225 -F 5-F D � y TH PACIFIC Drawing # 0 GLEN D ' ' 91 : - CHECKED TYPI WIDE SPAN SHELVING / ' .� CONFIGURATIONS DRAWING ESIGN Ai • SE-1 CO PYING • ITTEN SI Y. CLOVIS WET :'' Dc••IESO RE ► •• A ROVED CA BU • N PERM APP �' ATION. O G 'ST • SIGNEb A, OSS • : •CK. P. H. 1 I I ,. I • I 1 • � � l 1 1 ; 1 I ; i 1 1, 1 f 1 i i , ; i i 1 I i i i j I .. , I ` 1 1 I 1 I I 1 1 0 Inch 1/16 1 i 2 '3 , 4 5 6 t ' • s ' rv'L Trinirrr"e , S t _ ,. ii r --- E --- 1, i i',---- ( - , ? z t _-_.. _ :Ij 17-7,---T— 1 hh11IIillld1111i1111 IiillIIIl Iiiili1iirill11 1 111- IIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIII II1 ICI I II1IIGIIII1i111111liii1iiiilIiiiIiiiilIlllIllllllllll ......................._____ 4.22" _ 1/4" BOLTS X 2' 4 14V- 4 -. P. 10 o I = 4 6 �_ Io _ 1.25" ini` 1 L.(-) °O l- cfi , � , �° 1.75" U) _ • — I �- r - _ _ _ J ......J BASE SHELF 4 POST r - _� I 1 - 1.00"I � _ r i - , _ _ Cn n Upper J , a BASE PL & CONN. BEAMS 2 FRONT POST/TOP STRUT - • 12 ga. 16 ga - 14 ga _ _ _ .J, 3 • at . :, CITY OF ROOSSEVILLE C : j � ; j ' . ••' DIVISION 1 G- -1 r- -I r- 1 r -1 - 1 r 7 - BUILDING •+ . !-Ni", . APPROVED — SIDE yi - CONSTRUCTION PLANS FRONT MUST BE ' o • ' SUE TYPICAL ELEVATIONS - Date NAY 3 0 S J '4II SEE INSTALLATION FOR Signed r - LOCATION IN STORE - I . . , _ � , ,, An' 1 * ' , to Tack Weld I . ; Upri ht Face - - - - , z / Upright Face` 0 @ Notches �i 9 I ;- 0.121 PL S' ; �0 4� GENERAL NOTES 1. This drawing shows standard details of the / 0.09 "Hyper Maxi" shelving components only. These Ni. 1170.09 components attach to Madix Gondolas as shown. See Higgins Drawing MX -1 for details of the gondolas. See Engineer _ approved installation drawings (same Job No.) —�- T Ts � for components used, special details, dimensions ' — �l�I �` �' V general arrangement and other site specific 1 information. 0.09 1 I � .� �- � ii Load Arm , . • ; ,, ., r : ; ; 4 2. The installation drawings govern over this Similar to 2 /MX -1 1.63x12 ga Bent PL 0.09 . drawing. UNO, this drawing applies solely to Notched to Clear Arm E fixtures regulated by Building Code (normally ,� BY: i,..Z.4q)er ..__.,_..e - ,�. >96" to the top loaded level). Min. 0.50 net throat per hook Hooks at 1.25" C -C 3. MATERIAL • STRUT TO UPRIGHT CONN. 6 , 0 \0 Es /0 - AR BEAM CONN. AI 3 Hook shown for clarity Steel -ASTM A570, Gr. 50 ` 2 hook connector on Standard Beam Bolts and Hardware -ASTM A307 (Grade 2) _ /. �c � / .r , 40 Welding Electrodes - AWS E70 -XX (all welds PL REVIEW APPROV , S 264 'z m W FRONT BEAM CONN. 4 c_q single pass fillets designed at 50% of allowable FGA COMPLIANCE WITH APPLICABLE PORTIONS OF c EXPIRES `" stress levels) 3-31-09 12 ga. PUNCHED AND BENT TO _ ENGAGE HOLES IN COLUMN 4. Unless noted otherwise on the installation drawings, * d> P� the allowable soil bearing value is 1.0 ksf ( ' UCT\3R \''‘'• rOFCAt_0F Issue Date: April 7, 2000 i E Job # ?LAN REVIEW APPROVAL DOES NOT AUTHORIZE PET AND , 'J CIA E GINS S . -15 -98 ONSTRUCTION TO PROCEED IN VIOLATION Of S 'UCTU - . NGINEERS itill MADIX STORE FIXTURES 4257 S T A T E , OR LOCALREGULATIONS. NOR DOE, 4 765 PACIF ► • ' IT RELIEVE DES1 R FROM ANY PLIABILITY OF. ,, CA - ■HWAY CHECKED HYPER MAXI EXTENSIONS Drawing # RESPONSIBILITY. y 9 -178 'I %.Y 3 O � DRAWING . ' DESIGN • RE ..PYRIG. ay: COPYING '•� WRITTEN • ER • ION 0 APPROVED STANDARD DETAILS MX2 WET SI 0113'1E419 LY • ' VALI WIN • - G CLM PAMY.INC. --- I BUILDI I MUS : •IGNED AI' • �: BLOCK. P. H. • WV MI 1 . I I , 1 ( 1 I • 1' 1• I I I. i i i i i i i i i i j� i i i iii ; l . . I, l I i, i I I I I I . . ,. 1 I I • � 0 Inch 1/16 1 1 2 I 3 a 5 6 - g vi Lt . 6� .1 * I iii . i 2' , _ - - - - I L 1-....„......-- 0 1 IIIIIIII iIIIIIIIIIIIIIIIIII IIII III II IIIIIIIIIIIIIIIIIIIIIIIIIIIII. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • • GENERAL NOTES Alk 1. This drawing shows standard details of the gondola product line only. Main structural elements only are shown. Numerous secondary and non structural components are omitted for clarity. 1.35" - See engineer approved installation drawings (same Job Number) for components used, special -- r - details, arrangement, dimensions, and site specific information. - - — 2. The installation drawings govern over this drawing. UNO, this drawing applies solely to fixtures i - _. ,- _ = regulated by Building Code (normally >96" to the top loaded level). -- -- -- - _ _ . ATERIAL -� - - -- C- � _- _ —.. Steel - ASTM A570 Grade 50 UNO _S I _ - Bases and arms Grade 40 _ __ _ _ _ —_. -- Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50% stress levels) Expansion Anchors shall be ICBO approved types. e.g. 18 ga - - N ., Hilti Kwik Bolt (ICBO RR #4627) _ ITW Ramset/Red Head JS type (ICBO RR #1372) ! / --_ -_ =�� _� Gunnebo Taper -Bolt Sup -R -Stud (ICBO RR #3219) • o ; — — — __ — - 1/4" Fiber Embedment shall be minimum 5X Bolt Diameter. 'n I ',— _ _ p Board- _ _ _ _ _ _ _ Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embedments N ' � _— #8 TE S@ 8" shown on the installation drawing govern over the sizes shown on this drawing. =- = __ _ around perimeter 4. Bases shall be anchored in the manner shown in detail 4. I) Shoe Type: Replace leveling screw with assembly shown. Fasten to slab using one of the Min. ; -. _ — I anchor types of note 3. Single sided units shall have an anchor at the base front and post. , 0.16" i -_ - _ 1 Double sided units shall have an anchor at the end of each base. -- - _ ii) Slip On Type: Slide plate over leveling screw and anchor using one 3/8" diam. expansion ''' � ' �� ; _ —_ _ -- f anchor per note 3. Single sided units shall have an anchor at the base front and post. 2 G - ._ G — Double sided units shall have an anchor at the end of each base. 5. Unless noted otherwise on the installation drawings, the allowable soil bearing value is 1.0 KSF. POST FRONT 0 SIDE • PLAN REVIEW A PPROVAL (Fy= 50ksi) 0 FOR COMPLIANCE WITH APPLIC PORTIONS OF ‘,T , TYPICAL ELEV LL TIONS - � ,TT OF N • HG p Bt-� r II •• PLAN REVIEW • APPROVAL GOES NOT AUTHORIZE �� I • : : ; ' . . APPR P'1.A _ + '��. � ,A.,7 _ ' ° '� • CONSTRUCTION TO PROCEED IN VIOLATION 0� `�' ,A. • ti 1 3 0 S /4 Spot 18 ga SHO 1.35" Da e Weld ty p ...i___•... CLA PANY. INC. ?,1._-__-_ • _ 1 A Leveling Screw ARM • : .__::I • - (t=0.121") M • • I j ! 11 ga BRACKETS L - -- NS, FS, typ 4.00" Column _.- -. Face Stock ,OFESS/o o , -- i 0.38" 1 ELEVATION (43% `{' s H/c �: BASE 3 ; L c v � , a S PR'E2S ��v�� �V • r ` I:Xf i 37 L's 1 1 I V \ 3-311 �i ; 1V nn,il � • .�._. 1 .82" \ �� s , U IN .,, - _ - 9 Q B . ZSr�k ' 0.63" SFr UFO i Issue Date: April 7, 2000 12 ga (0.105 ") Bar PLAN VIEW P ER `. ' IGGINS DAB Job # 7/16 Dlam. Holes t ) AN • A :SOCIATES 8 -13-99 SLIP ON TYPE y p 1/8 � : BA SHOE TYPE S TRUCT " AL ENGINEER` DRAM Drawing # MADIX STORE FIXTURES 4257 • BASE ANCHORAGE 4 3 0 76 5 P•./ , IC • '.- IGHW' _ �) • B • • A CHECKED GONDOLAS 10 -58' 81 See Note 4. Anchor diameter shall be - D• ' • ND DES . • RE I OP,/ IGHT. YWRITE. •ERM• • ONLY. q•_ -pVED STANDARD DETAILS MX -1 1/16" less than minimum hole dimension. GN D COPIE • ONLYALID FOR c,) ZING •ERMIT • ' •LICAT •'. DRAWING 1 ' UST B: SIGNE2•CROS HIS BLOCK. P. H. y I '1 1 I � I I 1 l •I I'I I i i i 1 i l ii • i , I I I I I • 0 Inch 1/16 1 1 2` 3 , 4 I 5 6 ;:e _ irri r(wrre ' 11. x' . --'_ t O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I iII I I I I LI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I� I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I Type H t Ix Sx Type As Sx rx ry • ■ Standard 3.56 14 ga 0.68 0.35 Regular 0.31 0.20 0.75 0.66 __1 , Heavy Dut 4.87 14 ga 1.45 0.55 1.70 CONN. 3a 1.00 0.75 1 - - — - I il I--: I -- r F')- [ i .. , (..., N r --- 0 1.38 J 4 7 1 2 - ' = __I_ d I \ _ !UM: O 14 ga 6 ____ CD - i- c: , J o DIMENSIONS AND PROPERTIES NET SECTION - UNITS: INCHES UNO t =18 ga 1 —' _____/\/____ BRACE DIMENSIONS r r,, G ( ROVI�.j.E UNITS: INCHES UNO BEAMS f,, : BUILD DIVISION _ 1 e DIMENSIONS AND PROPERTIES • �‘ • APPROVED UNITS: INCHES UNO • 1 CONSTRU PLANS 3 ■ •,, MUSTS J0B slam I L _ , L, L. _ , ^ , ^ , lay 3 0 moo FRONT SIDE Die_ TYPICAL ELEVATIONS SEE INSTALLATION DRAWINGS FOR SITE SPECIFIC INFORMATION FOR REVIEW APPROVAL COMPLIANCE WITH APPLICABLE PORTIONS OF • GENERAL NOTES w - „ P -RO. E T iji 0a 1. This drawing shows standard details of the rack �� product line only. See engineer approved Q .. !� O 4 �a ) installation drawings (same Job number) for Min. 3/8" Anchor 7 lj components used, special details, arrangement, (1 per post) and site specific information. • PLAN REVIEW APPROVAL DOES NOT AUTHORIZE 2. The installation drawings govern over this drawing. CONSTRUCTION TO PROCEED IN VIOLATION OF tYP 1/8 / 3. MATERIAL A E ET STATE, RO N T YaABt NORO E Steel - ASTM A570 Grade 40 UNO t T © c� Welding Electrodes - AWS E70 -XX (all welds 0.09 RESPONSIBILITY. 1 ��- V C single pass fillet welds designed at 50% stress , • - . / 3 " ` c levels) f � INC. STANDARD L" J v 4. Expansion Anchors shall be ICBO approved types. e.g. � O 2R O FE SS /0 � 9 y Hilti Kwik Bolt (ICBO RR #4627) • `` �k ' S ' y / 0 <' BASE PLATE 4 ITW Ramset/Red Head JS type (ICBO RR #1372) �, Gunnebo Taper -Bolt Sup -R -Stud (ICBO RR #3219) w ``' S 264 z Z' PLATE MAY BE WELDED TO POST OR OPTIONAL REINFORCING PIECE Embedment shall be minimum 5X Bolt Diameter. z �' = EXPIRES ` ..-7 � �� P1V• 3 -31 -004 Other similar anchors may be used if ICBO approved. * s `� T ' * % The anchor types, sizes, and embedments shown on q v�� the installation drawing govern over the sizes shown Issue Date: April 7, 2000 on this drawing. Min. 1/2" net throat per hook if Hooks at 2" C -c P ER S. y Job # Special inspections are not required unless noted on the 3 hook connection shown AND AS , % CIATES ' '25'98 A 257 Installation drawings. 2 hook connection used on standard beams. = TRUCTUR A ENG ■ • S r MADIX STORE FIXTURES �F 30765 PACIFI' .,; - HIGHW • Y BEAM-COLUMN CONN. 3 • 7_1 : CHECKED WIDE S SPAN S SHELVING Drawing # . Unless noted otherwise on the installation drawings, the M � � I : C • C allowable soil bearing value is 1.0 KSF. COP - 12 ga C PYING B �� ITTEN " 'ER E SO '1 ( TYPICAL DETAILS MX3 BU LDI G • I A S E V . OR PPROVED ' P P LY CA N . NG MU . D AC •OS' T s LOCK. P. H. ■ , J' I . I I 14' 1 1 (. I 1; I I ; ;; ;- I i i i j ` i ; I i i i ; i t , ,. I ' l l . l I i I, H I , f 1 ' I 0 Inch 1/16 1 1 2 3 11. 5 6 , ,t ` 1. -. , E L l 0 1 h i ii Iin Illliiiiiilllllili iilii ll(IIIIIIllliiiiiilhiffillll iiii.i milliIIIIIIIhIIIIIdIIII iiiiiiiIII ................................_______ _ I Type A B d Sx Ix I - - *Standard 3 0 .35 0.68 Type W D t As Sx rx ry L ii -. ' ' ...____________________ *Heavy u ,e vY h 4. 87 0.55 1.45 Regular 3.00 1.50 0.074 0.36 0.28 1.15 0.60 ■ 1/8 /8 PRB35 3.50 2.13 0.75 0.89 1.63 Heavy 3,00 3.00 0.074 0.57 0.58 1.26 1.15 PHB35 3.50 2.13 1.63 0.87 1.59 / PRB50 5.00 2.13 0.75 1.44 3.74 CONN. tiil PHB50 5.00 2.13 1.63 1.40 3.65 C © \ PRB60 6.00 2.13 0.75 2.04 6.30 _ _ C • \, PHB60 6.00 2.13 1.63 1.96 6.06, _ j__f [ ti J 1.31" 0.75" - „ 16ga ti II � I W I -_ - c„,), 1 --•- -- - - 4 - nnim a a l T Type C e �_ �J COLUMNS I : :. FRONT = SIDE Typical 1.63 1.50, H B H H H . ° DIMENSIONS AND PROPERTIES • TYPICAL UNO DISPLAY ( *) BEAMS NET SECTION - UNITS: INCHES UNO TYPICAL ELEVATIONS BRACE SEE INSTALLATION DRAWINGS FOR DIMENSIONS BEAMS SITE SPECIFIC INFORMATION DIMENSIONS AND PROPERTIES �+ ALL BEAMS 0.074" THICK - .,} •X C „N GENERAL NOTES UNITS: INCHES UNO .-" "' APPROVED 1. This drawing shows standard details of the rack t . _ product line only. See engineer approved PLAN REVIEW V T BE �� CONSTRUCTION PLANS installation drawings (same Job number) for COMPLIANCE WITH PQra�IQNSOF , , " S components used, special details, arrangement, FOR and site specific information. MAY 3 0 Date 2. The installation drawings govern over this drawing. • • 0 ` 3. MATERIAL &_s w Steel ASTM A570 Beams and Clips - Grad D 0 Min. 3/8" Anchor x j /$ �� Min. 1/2 11 Anchor X Z IL /U,1 �� Posts - Grade 40 MAY a ZODO u (1 per post) (2 per post) Added tfr PLAN REVIEW APPROVAL DOES NOT AUTHORIZE �'I 1/8 V Welds II Welding Electrodes - AWS E70 -XX (all welds ;INSTRUCTION TO PROCEED IN VIOLATION OF single pass fillet welds desig t 50% stress .f � � C •-EDERAL, STATE, OR OCAL'REGU ATIONS, NOR DOES levels) jr IT RELIEVE DES . .7'' ER FROM ANY UABILtTY OR RESPONSIBILITY. / • °0 4. Expansion Anchors shall be ICBO approved types. e.g. -.- i1 °; MAY 3 0 2 ( • • Al- - c BY: `� f Hilti Kwik Bolt ( RR #2156, 4627) W _ / .. II II 11W Ramset/Red Head JS type (ICBO RR #1372) 447 ' , QANY' � � t �� i 7.00 Gunnebo Taper -Bolt Sup -R -Stud (ICBO RR #3219) • 2.5 Embedment shall be minimum of 5x Bolt Diameter. I STANDARD SEISMIC (t =318 ") Q .i (t= 114 ") _ The anchor types, Other similar anchors may be used if ICBO a roved. RIVET PATTERN 5b 01 POST Q BASE PLATES pp � ATE ri ti 4 � BEAM OZ Q p �OFESS /p es sizes, and embedments shown on Q ,� �� 9 COMMON SIZES ONLY _ the ins drawing govern over the sizes shown �� � S ' y/ � �� SEE INSTALLATION DRAWINGS ? ,� _ on this drawing. v � G' , FOR CUSTOM SIZES AND ANCHORAGE " ' �• - ■ r u., . , `r ( ' - EXPIRES "' ;� O installation drawings. • Q 31 4 ®� S. 5. Unless noted otherwise on the installation drawings, the j 'k QTR � * allowable soil bearing value is 1 KSF. • - RIVET -typ , 1 OCTU Issue Date: April 7, 2000 q� �P ® of A p 3/16" T E ON BEAM Q I S. GINS ATE Job # Q :DSl IATES DRA -98 MADIX STORE FIXTURES 4257 BEAM -END WELDS 5a ST UCTUR ENGI R S RAGE E . 30 65 PACIFI' C'A HIGHWi ALK RACKS M',1 = A CHECKED All Welds 1/8 UNO - Drawing # BEAM- COLUMN CONN. 7116" (Nom.) ASTM A502.3 Rivets .- 5::-17 2 INCH CENTER PUNCHING Locking clip shown transparent for clarity DRAWING ODE N A• COP IG T. WETS COPYIN '. • I EN P 'MISS', RE 0 LY. --ROVED MX-5 WETS: ED!�•I ESON ARE -,: FO: STANDARD DETAILS BUI ' NG P ITAPPLI ATIO I 'G p. T BE Sic ED AC•.SS :LOCK. P. H. 1 1 1 1... � .. - � I l j 1 1 1 1 1 1 1 1 I I .. I I 1 1 1 i. 1 • i" 1 1.. 1 1 I I I �.. i i - I 1 i I .., I 1. I , 1 I , 1. 4 0 Inch 1/16 1 i 2 3 4. 5 6 l 0 ( IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII- IIIIIII! IIIII- IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIffiIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII . _______