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HomeMy WebLinkAboutPermit 6073 - Pavilion Outlet Mall - Reroof and CanopiesAPI'HOVED FOR / BY: / /V '"1(/, ,,6,1%..- BUILDING OFFICIAL know the same whether specified the provisions to sign DATE: y- ,•) - - ( C to be true and correct. All provisions herein or not The granting of of any other state or local laws for and obtain this building permit. I hereby certify that I have read and mined this permit and of law and ordinances governing this work will be complied with, this permit does not presume to give authority to violate or cancel regulating construction or the performance or work. I am authorized SIGNATURE: - `""' /�' l -(Z-- DATE: f`! /a 2—:" /...962 PRINT NAME: l• / ''-a.4 - Z). ,etc/ COMPANY: L ze -7,,, , -%. .)', 4 . PROPERTY OWNER Trammell Crow Company PHONE 76 -4750 ADDRESS 5 Sixth Avenue So S . l e, WA 601 ZIP 98108 CONTRACTOR Lumpkin Construction PHONE 329 -1129 ADDRESS 1627 Eastlake Avenue Fast, Seattle, WA ZIP 98102 WA. ST. CONTRACTOR'S LICENSE # LUMPKI *242BE EXP DATE 12 - - ARCHITECT Hodges & Associates PHONE 21 - .187n ADDRESS 13642 Omega Road. Dallas. TX ZIP 7524 75244 TYPE OF CONSTRUCTION: UBC EDITION (year)88 SETBACKS: N - S - E - W - FIRE PROTECTION: C) Detectors ® N /A UTILITY PERMITS REQUIRED? UTILITY ❑ Yes ®N o (through Public Wortcs) ZONING: BAR /LAND USE CONDITIONS ❑Yes Q No PLAN CHECK FEE 644.00 CONDITIONS (other than those noted on or attached to permit/plans): 4.50 ;4 3 • ' ( ) ENERGY SURCHARGE OCC. LOAD DESCRIPTION AMOUNT RCPT N DATE BUILDING PERMIT FEE 990.00 (c'''J 6939 S • )3 omit r 3 -23 -90 PLAN CHECK FEE 644.00 BUILDING SURCHARGE 4.50 ;4 3 • ' ( ) ENERGY SURCHARGE OCC. LOAD SQUARE FEET OCC. LOAD OTHER: OCC. LOAD TOTAL SQUARE FEET TOTAL - 1.633.50 USE -; / / CODE COMPLIANCE / / / FLOAR , SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD • TOTAL CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING r7 PERMIT NO. O DATE ISSUED: is 2 J.. q o RESS I n CERTIFICATE OF NJ A DATE ISSUED: OCCUPANCY NO. BUILDII"l PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK #90 -145 SUI FEES `b PROJFCT INFORMATION U ON - $ J.7900 Southcenter P,y 200,000.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT # Pavilion Outlet Center 352304 - 9061 -05 TYPE OF U New Building LiTuidiliciriTIO Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Reroofing and entry canopies. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT NO. CONTACTED ■ DATE READY DATE NOTIFIED l "l 1 I ,Q.-/ -90 ( roil.) . 6 PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING 9 q .() 3RD NOTIFICATION BY: (roll.) PLAN CHECK NUMBER go- BUILDING PERMIT APPLICATION TRACKING PROJECT NAME ' ►1 an ()uk - 112 t Csrter SITE ADDRESS I - 1900 ')13U-tv n SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. SQUARE LOAD FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. PARTM IX BUILDING - initial review O FIRE PLANNING O PUBLIC WORKS O OTHER 7-2./40 (ROUTED) INIT: INIT: INIT: INIT: IV I I ' BUILDING - �{ / TYPE OF CONSTRUCTION: � �� y' y /�v final review ' INIT:t A 6 !QUIRE MERT )MMENTS CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: (1 Sprinklers ) Detectors N/A INSPECTOR: FIRE DEPT. LETTER DATED: ZONING: IBAR/LAND USE CONDITIONS? f Yes J 1 No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? 11 Yes No PUBLIC WORKS LETTER DATED: ISMS UBC EDITION (year): REVIEW COMPLETED FRom:cilY n I i,l '1 .j �; ► I� CITY OF TUKWIILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433.1849 PLAN CHECK _._._.. NUMBER Al'I'LICA IIQN MUST ETE ' °. FILLED OUT COMPLETELY SITE ADDRESS 17900 South Center Parkway PROJECT NAME/TENANT 983438' V 1 I i TYPE OF New Dulbing AdddII or WORK: 0 Raolc Stora Retool DESCRIBE WORK TO BE D ONE: NATURE OF BUSINESS; ADDRESS WA. ST. CONTRACTOR'S LICENSE 0 ARCHfTECT H ADDRESS BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON os 'es anc As *octal . lrl: SUITE N VALUE OF CONSTRUCTION • $ BUILDING PERMIT APPLICATION Exterior paint. _reroofing, • entry_ cppopigg_.j. • ,tr.o li_r agy BUILDING USE (office, warehouse, etc.) Retail Retail _ WILL THERE BE A CHANGE IN USElo O Yea IF YES, EXPLAIN: PROPERTY OWNER pacifi N rthw st Grou A/ .,., StagLil _Lro.w- .Lompany.l�anagi.ng_ Partner.._ ADDRESS CONTRACTOR PRINT NAME Paul H. Patrick ADDRESS 13642 0ma Road 1'i(l.i'•f!�J('1'.'' `I' R :' +. Iti li'•� i'1 • FEES (for stall use only) ASSESSOR ACCOUNT 0 t'E L 1 H15 3Q4-901 - 05 _ Tenant Improvement (commercial) 0 Demolition (building) .G1i3omotel (roeidontit 0 Other: _ .. . . SQUARE FOOTAGE - 8uikling: 195,000 SF Tenant Space: Area at Construction: T WILL THERE BE SIOAA3E OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATtRIALS IN THE • BUILDING? (X) No U Yes IF YES, EXPLAIN: PHONE 91 4-382=1111Q— 13642 Omea Road, Dallas, Texas ZIP 75244 o 200.000 PHONE Lu -762 -4750 ._._..•--- -11[IP 98108 ( IHONE_ 121 P EXP. DATE P.0? 1 HEREBY ERTIFY.THAT I HAVE H1;Ati AND F.XkM)NED THIS APPLICATION AND KNOW '1}iE .SAME 7b0 eE TRUE ANSI C O F I R E C T y AND I AM 11T 1$Z 0 PJZX FQp TN(S PERMIT.: SIGNATURE APPLICATION SUBMITTAL In order to ensure that your application le accepted for plan review, please make sure to till out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed Information on application and plan submittal requirements. Appllca1on and plans must be compel* In order to b0 accepted for plan review. VALUATION OP CONSTRUCTION Valuation for new construction and additions are calculated by the Depunment of r;ommmity [>s►velopmont nr1or 10 Application submittal. Contact 1h^ Permit Coor&na!:r e! 433.1951 prior to submitting application. In all cases, a valuation amount should be entered by the applicant, This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. OUILDING OWNER I AUTHORIZED AGENT II the applicant Is other than the owner, registered architecuenglneer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit cpplicatbn and obtain the permit will be required as pall of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit Is Issued within 180 days toliowing the date al application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shaft be extended more than once. 11 you have any questions about our proanns or ninn SIlnmlani requirements, please contact ibis Dupdrfrndnt 01 Community DOvaiojinunt 00011•9 UivWbn at 433.1849. ` DATE APPLICATION ACCEPTED DATE APPLICATION PI ES DATE .�.- . Marcb .19, 1990 PHONE .- .21.4-�R7 - Iona_ _ CITY/ZIP L11aG, 79244 PHONE BUILDINQ PERMIT FEE PLAN CHECK FEE ,� _, 13UII.OIJIQ OF ,MAfGE • • • • I!�3kp' i • 1 ENERGY 0 Ji RGE 91:M81-. p AL . • - 1, In � ��v FRom:cilY n I i,l '1 .j �; ► I� CITY OF TUKWIILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433.1849 PLAN CHECK _._._.. NUMBER Al'I'LICA IIQN MUST ETE ' °. FILLED OUT COMPLETELY SITE ADDRESS 17900 South Center Parkway PROJECT NAME/TENANT 983438' V 1 I i TYPE OF New Dulbing AdddII or WORK: 0 Raolc Stora Retool DESCRIBE WORK TO BE D ONE: NATURE OF BUSINESS; ADDRESS WA. ST. CONTRACTOR'S LICENSE 0 ARCHfTECT H ADDRESS BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON os 'es anc As *octal . lrl: SUITE N VALUE OF CONSTRUCTION • $ BUILDING PERMIT APPLICATION Exterior paint. _reroofing, • entry_ cppopigg_.j. • ,tr.o li_r agy BUILDING USE (office, warehouse, etc.) Retail Retail _ WILL THERE BE A CHANGE IN USElo O Yea IF YES, EXPLAIN: PROPERTY OWNER pacifi N rthw st Grou A/ .,., StagLil _Lro.w- .Lompany.l�anagi.ng_ Partner.._ ADDRESS CONTRACTOR PRINT NAME Paul H. Patrick ADDRESS 13642 0ma Road 1'i(l.i'•f!�J('1'.'' `I' R :' +. Iti li'•� i'1 • FEES (for stall use only) ASSESSOR ACCOUNT 0 t'E L 1 H15 3Q4-901 - 05 _ Tenant Improvement (commercial) 0 Demolition (building) .G1i3omotel (roeidontit 0 Other: _ .. . . SQUARE FOOTAGE - 8uikling: 195,000 SF Tenant Space: Area at Construction: T WILL THERE BE SIOAA3E OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATtRIALS IN THE • BUILDING? (X) No U Yes IF YES, EXPLAIN: PHONE 91 4-382=1111Q— 13642 Omea Road, Dallas, Texas ZIP 75244 o 200.000 PHONE Lu -762 -4750 ._._..•--- -11[IP 98108 ( IHONE_ 121 P EXP. DATE P.0? 1 HEREBY ERTIFY.THAT I HAVE H1;Ati AND F.XkM)NED THIS APPLICATION AND KNOW '1}iE .SAME 7b0 eE TRUE ANSI C O F I R E C T y AND I AM 11T 1$Z 0 PJZX FQp TN(S PERMIT.: SIGNATURE APPLICATION SUBMITTAL In order to ensure that your application le accepted for plan review, please make sure to till out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed Information on application and plan submittal requirements. Appllca1on and plans must be compel* In order to b0 accepted for plan review. VALUATION OP CONSTRUCTION Valuation for new construction and additions are calculated by the Depunment of r;ommmity [>s►velopmont nr1or 10 Application submittal. Contact 1h^ Permit Coor&na!:r e! 433.1951 prior to submitting application. In all cases, a valuation amount should be entered by the applicant, This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. OUILDING OWNER I AUTHORIZED AGENT II the applicant Is other than the owner, registered architecuenglneer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit cpplicatbn and obtain the permit will be required as pall of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit Is Issued within 180 days toliowing the date al application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shaft be extended more than once. 11 you have any questions about our proanns or ninn SIlnmlani requirements, please contact ibis Dupdrfrndnt 01 Community DOvaiojinunt 00011•9 UivWbn at 433.1849. ` DATE APPLICATION ACCEPTED DATE APPLICATION PI ES DATE .�.- . Marcb .19, 1990 PHONE .- .21.4-�R7 - Iona_ _ CITY/ZIP L11aG, 79244 PHONE COMMERCIAL — - • New ;Qum Ealcal! Ok buil** solit.APPouNtfoo (ono for ;mob •ovoturo -; .., • • • 041 A/%90 NQ, El Vthc wa s) ofi ,FROM:CllY OF TUKUll A in: Strucasal calcsilatices 'tamped by a Washington Suite iicensed • ; Orilla capon stanipad. by s Waahinglan BUM .4oensed engineer "."' • TodbOroP, survey EM.Vy osiiclikslioni•Seeneee stst• hooniod ".• • stampr, si rt.tbia loopsed • . arsslisset, which Include; : • ' " • ' ; . • • \,/ Aroblieolirel • • • AA Elevations • :" • Civil drawings " • L■ndfcf'.:P■ P. . . • 0 9 01 POW.hd.0 11 4‘ p. ( inqr• (G) sett of Civil drawings • '. :" • ". NOTE: Sal laii Itantlir N)alloarion and cnooklial tor si)ag?Ifle vlb submittal raquintmants ' < . mac tiTqRAGE Completed building permit application . EJ &map! Accou nt Number ' • • ' , • •• , Two (2) Ws of plans, which indudoi E j Pulsing /leer plan showing: • . white mats will an loceind • • tilloa!las , Tenant apace floOt plan ilitivinq rack storage layout 441101•nd NOTE: includ) Smonsions rack!, (height, * width aced Ariogitti, aisles and exit ways on plan Structural calculations stamped by 6 Washington State iloonsed • (flicil. V sMI am), . • •• • NSW SINOLVIAMILY DWEI.LINC18/A4SMdtfit [3comphshed buUn permit application (one for each VUUrn) . • • L4rial do'4000 : 0 Asselscg Accgtori! Nufr Two ow (2) of woiWng drawevs, which inc uclei Sit* plato • , Foundation plan . ••• Fluor pion ' • tiug4nra 46vs (ig1 ' Sulkling oross-soctieri ; • Sfrvoltini framing plans J Washington State Energy Code data Compietad uUU ponrilt application 0 Six (4) sats of slat plans showing utili6es NOTE: Adding slat pain ono utpity silo plan may be cooglinOd. Soo away ponnif "ppliG,otiOn ood cho,ofilist lof specige subrisMe! roqvirwoonit Addlional NpograpitioN and solls e1,Vf: 6 d 'daubed 1 Unique . , she 00A016141‘ • , SUBMITTAL CHECKLIST 1'4143429039 'T MOP 19, 1990 10: 51(41 P . 03 comutoim. flNANT 101 Gompletatl bulking porn* application (one for each structure twirl) , , Assessor Aecount Nuntber two (2) INS Oponstruclion piens. which Incl)de: o Rite elen . , • Loon of tenant *one • • Existing and proposed panUng o 0ver0 buIkng • Tenant location ' • • Lisa Ofocificent (common wall) tenant • • Orwell dimensions of building or itOuW• 10 01424 . . • Floor plan ol proposed *nu( spew • . . ' • 'Tomas spar,* plan with use of each room •all doom. ogres, pattern., • • . . wails •i/lilting wall, and waNs So be demolishad. Consbuo • . • Gross salmons showing wall oonstnictIon end method qf , .OltaehMerit 101 floor and pilling.. . • Stfuolunit c.aiatiletiani stamped by a Washington Sumo licensed • enalf.f. nrquirl•d it 6 4U,04 1 • 1 work le to be done (2 seal) . . . . !PM 'if 4 INktY W.see Is Po Owe, aubin0 soodrare . y . o.11vonnis . olioNOo and Okla..; • • • , s • . " r • • . ' REROOF fj Completed buildng 1)4611 applictulon (one for eaeh structirra) • . Asoosoor AcCaJnt Number : • • , • D Narrative doetAbing existing roof, material being removed, and • matedal being Installed. • NOTE: 4 listfirr 44 required old( tOna llnipa on and sign- ': .• . ANTENtillibAiEUJit DISH'S • • 09 1.nP,. p■fr!61414161d6r Assessor Account Ruinaer Two (4) 0■4■..wtikh • • " .• 0 Site Pfan (showkig building and location of,satennefaelelift dish) analneatesecliti and feaMod.oi sneekreent"... ••• StruOund ceicleslioni stemead by s Washington Resta licens ad . .:; RESIDENTIAL -RPIDENTIAI, R5140001.1 • • . • Porn.fgood seel!oallon lone for each struCtleak Miesior A*00( NUrrOf . • '• 11•14 (2) efts of working dramings;.Whicli InOluda: • ..2 • SO plan • .' . • FaL.....°91144(41.1thi". • . , .• Roof plan • •• fluilcring elevations (all WaWS) • SuUdIng cross•soclion . • • • • • • Suucaind framing plans • • . . NOTE: 41 any uglify work la lc be siona provfda o1i#0 powolt oppScotion of? c plans moot Alo outricoxt REROOFII , • .17 C9014165$,bukilly 6 PPlicelks.i (ono ier each swoons) 0 Assessor aseeenstlernber : . El NO1112110 diectibirSi lotiipprwg foot, maildid way " so d malanal b94X9 114%00. NOTE: A cartlk1111011 letterIs soli+ifid odor 14 1 !)90cp*Fn lad 4 OH of Oho mai& • ; . , FOOTING SCHEDULE KEY WIDTH DEPTH THK REINFORCEMENT A 3' -6" 3' -6" 1' -0" 3 -05 EA. WAY B 4' -0" 4' -0" 1' -0" 4 -05 EA. WAY C 6' -6" 6' -6" 1' -0" 6 -06 EA. WAY D 2' -0" 2' -0" 1' -0" 3 - 05 EA. WAY E F 20'- 10' -11" 1 11' - 0" 20' - 18' - 1 3/4" D OE NAIL @ 6" O. C. STAGGERED REF. 1 /S5- FACE OF -� EXIST. BLDG. REF. 10/S4 - REF. FACE OF EXIST. BLDG. EXIST. COL. EXIST. CONC. PANEL EXIST. FTG. 7 ; / / / / 7 / -/ DRILL & EPDXY 06 DOWELS —' xi' —i0" 0 12" O.C. STAGGERED (1. ' -0" MIN. PENETR. ) SCAL NEW STEE COL. 4- 3/4 "0 CONC. AN —0" HU co 4300 °ALL F. 10/S4—i GLULAM BEAM a EF. 12/S5 TOUT FILL 0 0 • 4 -05 VERT. 0 SCALE: 3/4 -i' -0" — GLULAM GIRDER W000 PURLIN 4x6. LEDGER 4x i6 BEAM "` SIMPSON HUC4i6 BEAM HANGER VERT. 16" 0. C. REF.4 /S5 REF. 9/S4 REF. 4/S5 2x4 CONT. REF. 2/S5 2 -05 END CELL 1 000 BID SET NOT FOR CONSTRUCTION DATE 3- 2 -90 1 3 -05 VERT. L � H t 16 BEAM MPSON HUC4i6 AM HANGER 4 VERT. 16" O. C. EF. 4/S5 x4 CONT. REF. 2/S5 2 -05 VERT. END CELL EXIST. FTG. FACE OF EXIST. NEW STEEL BLDG. IIII COL. EXIST. COL. EXIST. CONC. i i 4 -3/4 "0x8" PANEL CONC." ANCHORS r DRILL & EPDXY 06 DOWELS x1' -10" 9 12" 0. C. STAGGERED (1' -0" MIN. PENETR. ) NOT FOR CONSTRUCTION DATE 3 -2 -90 BID SET 0 0 0 3 -05 VERT. i' -0" `2 - 05 CO 'VENA. 3,4 4± C1�`( 0 F 1 � � 3 PR 2 y 1 " ° LONG ONO teA- ( /3 /f/9a H & J No.: 90003 ap HUNT 6 JOINER, INC., CONSULTING ENGINEERS 4300 N. CENTRAL EXPRESSWAY. SLITE 206 DALLAS, TEXAS 214- 823-4197 PROJECT: f t- I ea..) Ow — PERMIT NO. Cc. SITE ADDRESS: ('1 ri Intl C f(,44, DATE CALLED: TYPE OF INSPECTION: ( rJ -L_ ) DATE WANTED: . ' m ' . . a m SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: ,,, -,„ r INSPECTOR: DATE: Y 2 1'.1/ revisions project no drawn date T.S.D. 01/17/90 RECEIVED CITY OF TUKWIIA MAR 2 3 1990 PERMIT CENTER CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 ()7'21 /91 16:46 FAX 206( 3 9871 2. 2 x cn til r l , k3 PLYAE oO© ''/4 , rAl aE WV'g 141 2 w 4 e 16 Voli4X $ 5 C4f4/5 6 6 C, $ ?A ;Gr. 1 G1 d NA ! L 5 C a l d. c, p• , 5I a t EKIal, 2s 4 Pil14hi Ex 1S?' aL LlLAM . Elbr 4 q14 R..1 xlff;Alcoa Cot"B:r'cti f fp 42l4/l.0 PARAPET DETAIL AT WOOD PAViLLION MALL P_P.1 sS TRAMMELL CRc) 4 DETAIL 44 PAVILIO` • 44-100) OiCfri 110,57: BSA rei - f'c Ado H&J URLUNS : HUNT & JoINER, INC. /► QOMIIJ tWc $ NCl1lttst SG - 170D k. Ceorci AL T1•q(t=`0tAr. sWITt 101 QAG1./,t. TG%Ap 11701 01•) tra.H37 ' ' A . 4 7 1 — 1 01 11 PM pRcO1yI LU1 ..IId, INC. 61(4-> `€ T -- g Bankers Construction / Nu -Ram ctal Products, Inc. 1501 - 20th Street N.W. FAX (206) 833 -7268 Auburn, WA 98001 (206) 833 -7228 BANKECR 101CW (206) 831 -8637 G U A R A N T E E We the undersigned , $ali,(trs Construction Nay_Metal Prod . Inc. Subcontractor for Lumpkin, Inc. General or do hereby guarantee for a period of (2) yearS from date of Final Acceptance of the project that portion of the work per- formed by us and those particular materials furnished by us more specifically outlined in our coract ' ht: above mentioned General Contractor date July and in the plans and for that certain a ject id- Job No. : 1125 Job Name: Pavillion Southoenter Pkwy. Address : Tukwila, WA 98188 We will remedy at our expense any defects appearing during that period due to poor materials and /or poor workmanship and will pay for correction of any dsma•I to other work resulting from ocourence of these deicer:' or their correction. This Guarantee shall not be interpreted as holding this Subcontractor liable for any deterioration of the work due to normal use or the abuse of the work by the Owner or others. Bankers Construction /Nu -Ray Metal Products, Inc:. Company Name By: � 0-0.—.) ___ _.. T itle : ,Sandra MM.Nelson/Contract Administrator Date: . February 20, 1991 • 14 17 '1" �y. rt ( 1 0 'l } I cfccrir 1)) ,• A 'f , : ' - • CUSTOM•BILT METALS, INC, (hereafter called CBM1 warrants to the following End-User PaaL1.i1 nh_cent Qn uter P (Purchaser) that coil, panels and accessories fabricated from ZINCALUMEa (hot dipped aluminum-zinc alloy coated sheet steel) to be used In the construction of fixed structures. C8M provides the following EXPRESS LIMITED WARRANTY to Purchaser and or End-User who comply with terms of this guarantee. 1 • EXPRESS LIMITED WARRANTY, CBM warrants that all Coll, panels and accessories fabricated from ZINCALUME® will be free from defects, and If used within the normal engineering guidelines and properly Installed, will not rupture, fall structurally or perfor- ate for 10 years. OCEDURES NEEDED TO MAKE THIS WARRANTY EF- iEteil Panels according to CBM's published installation methods. h. Use only approved fasteners, and other accessories that are ZINCALUMEa' coated or otherwise Zinc, Aluminum, Stainless Steel, or Cadmium Plate Steel, c. Not remove, change location or alter from original iota• tlonl d. Notify CBM within 45 days after the occurrence of any failure of the panels or coll. e. Take no corrective action until CBM has examined failure, and approved corrective measures. 3, THE FOLLOWING MAKE THIS WARRANTY INEFFECTIVE: a. Any damage sustained during handling, installation, ship- ping or storage, be It mechanical or chemical In nature, •b, Perforations or any other damage caused In whole or in part by chemical agents, harmful gases or fumes, liquids (other than direct rainfall of normal composition), or solids, or by Improper Installation or drainage, or caused by external forces, Including without limitation, fire, flood, explosion, storm, tempest or other acts of God, and disasters caused by man, c. Damage due to salt spray from proximity of ocean atmos- phere when panels are installed closer than 1500 feet from the origin of the salt spray) 4. EXCLUSIVE WARRANTY. THE FOREGOING EXPRESS LIM- ITED WARRANTY SUPERCEDES ALL OTHER WARRANTIES EXPRESS OR IMPLIED. CBM MAKES NO WARRANTY TO ANY PERSONS OTHER THAN PURCHASER OR END-USER. 5. REMEDY. If any coil, panels or accessories are found not to conform to the above EXPRESS LIMITED WARRANTY for any causes covered and during the applicable term, CBM will, at its' sole discretion within sixty (60) days after notice of failure, deter- mine how such materials are to be repaired, repainted, replaced, or otherwise treated and CBM will absorb the pro rata share set forth in the following table of cost of labor and materials (market value) required to correct the failure. VALIDATION: End-User must validate this EXPRESS LIMITED CUSTOM•BILT METALS INC., P.O, Box 1777, Kent, Washington above. End-User should retain the can CUSTOM -BILT METALS, INC. 20 YEAR ZINCALUME® WARRANTY YEAR AFTER DATE OF SHIPMENT 1st Through 10th 11th Through 14th 15th Through 17th 18th Through 20th Over 20 Trammell Crow Company End-User 17900 Southctr Pkwy. ¥27 Tukwila, WA 96188 PURCHASER By Addres CBM'S SHARE 100% 75 % 50% 25% ono ary copy for its or his file. END - USER'S SHARE 25% 50% 75% 100% All repairs of failures will be warrant to original date of shipment or purchase. 6. EXCLUSIVE REMEDY; The afore mentioned remedy is sole and exclusive remedy available to the purchaser and or End -User. 7. LIMITATION OF LIABILITY; EXCLUSION OF CONSeQUEN- TIAL DAMAGES. CBM'S TOTAL LIABILITY FOR ALL CLAIMS OF ANY KIND INCLUDING WITHOUT LIMITATION, BREACH OF WARRANTY OR OTHER BREACH OF CONTRACT, NECI IGENCE AND STRICT LIABILITY IN TORT, FOR LOSS OR DAMAGE ARIS- ING OUT OF, CONNECTED WITH OR RESULTING FROM THE COIL, PANELS OR ACCESSORIES. OR THE USE OR PERFOR MANCE THEREOF. SHALL IN NO EVENT EXCEED THE Ati10L N r REQUIRED FOR THE REMEDY SET FORTH ABOVE. IN NO EVENT SHALL CBM BE LIABLE FROM ANY END-USER OR THIRD PARTY FOR ANY INCIDENTAL, CONTICENT, SPECIAL OR CON• SEQUENTIAL DAMAGES, INCLUDING WITHOUT LIMITA LOSS OF PROFITS OR REVENUE, OR ANY OTHER LOSSES roe PROPERTY DAMAGE OR PERSONAL INJURY. ASSIGNMENT BY PURCHASER Purchaser hereby assigns all rights, title, and interest ;n and under the foregoing EXPRESS LIMITED WARRANTY to the following named End -User, which assignment may not be transferred. Address City State Zip Code 1125 9/19/90 Jab Number Date of Shipment Pavillion Southcenter Parkway Buil ing Locatlan Bankers Construction/ u (Name) - 20th St. NW Atthttrri, WA 98001 . ► ,,1./31/91 Date of Assignment uthorized Signature Contract Administrator WARRANTY by completing this form and mailing it to 98032, within one year of the Date of Shipment specified ,>•+ r acy) T ••t r ((1 •) 1 ) • Z. r . ( 4•' -w V' v: I // PROJECT: A.kraj 0 ,..._takt. PERMIT NO. (p073 SITE ADDRESS: / 7 9 (30 5 . C. "44 DATE CALLED: TYPE OF INSPECTION: .1-i-d° DATE WANTED: Co- C-- SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS/COMMENTS: - (1-C ("-raik kl"-0-'t- GLOCT:Al U 1? cn - bl--01'7%. AM-. t2 )a._1.."-s2.A.... i. X. , -- 1•I "rI ■ Lye _ ....... 7 _. c _ q / CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 tL_ *, INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 04/282.1 09 ;58 FAX A '83 9871 TRAM ELL CROP' •I••r•• • _ • • - • , . • 1 MO • • • • • • • • • • • • • • •••••■• • • • • 1■) P4p- PRITIVN 1ry•_••_••• ■. 1 r • •.. • •• .1 • ••••■•.••••• •■•• •0••••••••••••• ••••••••• ••••••_ • • • _ • • • •••••••••••••••••• 0.64 1 . • I • 1 •_••.,1 • • • - • ,.•.__• • ••w .wr• . • - —••w_ •, • . I ••••• • __ • •._.•. • 1 • ••••••••• I.1••r •• • 1 1 •r••_ . M• • r • w L. •w� • • I .. f• _ . . M L••1•••Y . _ : .. 41.14b•k(4•44011 • - er�4 • • . • .__ . sit •_m• 1 . t or •.• • r•••_.••T M0• • • r 0r• 11 0 ••- .:.•1. � • • .. »i•. Gu9,r44 ;N 6, S2Z1, . •••• ....•• •_•- ••■•I• —•• ^ ••ice_ • •• • •.■••.___..— •— •_.__•rol_ • _ ••••w • 1 • • • •1 . • ta •• ••• ••••• •••• _••••••• ••. 1• • I • I 1 •M••y _•• 1•.••■•••••••••••• •• • I• ••. •_• _wA•• • 1 • _ • •• • •••.___w•■__ sow • • Rip •r ; Yrlyl, •1• • • •. • • • • • •w_ • • .. . �r•f•1W__._•.. _. . • • • . •• • r • M••ly _ •• •• • • • •••••■•••••••••• ••••■•••••■• _ 41002/002 • • IF •• ' I I � • Y ' • • ••• •• •• _ i...•••11■•• ■ ••••.r__wr romp • • • •1• M— • • 1• •••■•••••••■••••• I ;•I • i 1 • 1•• •••••■••■••••• L, DATE. � . 2 0 - CHKD. BY DATE o 90 4.villy:Q/7 0Q4/.e.6 Cen..6.er PROJECT L -.2 k q' 7i'D rx ,ArL YA+' aISE Mrs. $. 1 2,t 4'3 rv , e4e .� o. e, tE74/L H U N T & ' J O I'N E R, ( N.C C O N S U L T I N G E N G I N E E R S .`/ 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 /lE t,, / pA a is 7- w,t+. c. _�/C✓/ ax ox L' -,3" L60h 8E'tVr• Z - • /oot ~ft. 5 CH ENO — h /'.' ° '/ ,et"vcMoi t•-/ Co - 8c/ Nave-.s NE PL y/oov 3 /OIr'C. .E,rT h zX./ Jo 0 575 Al4vi Dor/C3GE zK 4 b'.e .4cC @ B '_ n d 0. c, .\ `.. _ I,4 /f / /A . r.. a 7 .,'', '` ; ...4...c..4-4- P-7,-7 , L ..a G .. ....r "7.1 ., """'"' . 2 """'"' 22 APR 2 4 wU # 0 , E, B UILDING DIVISION OK T'C7 •''G Y 0.5 iE'� o oEr_4 z' ta, .c /.d x LA s uzE �.�/l APPROVED RECEIVED CITY OF TUKWILA APR 4 1990 PERMIT CENTER FA RA PEZ 1,/PPORr SHEET NU > // b ( � OF.... l PROJECT NO..Q . .. .. 6,oCN 5 /o! ...................................... • • y \ A-13 H P s*' — c, — 4i FF' T 1 : 1 4 (J'1 ' /' }' ()/."/1'1017/..,4 U7I.A ; ' l , •, x . 1•17 lrul h i I kN. 1 ! 1, H l! t. II I:rror; rePowl.is April 16, 1990 111. Paul Patrick Hodges and Associates 13642 Omega Dallas, Texas 75244 1c$: Pavilion Outlet Center Tenant Improvement Plan Check No. 90 -145 Dear Mr. Patrick: we have received your application with plans and specifications for the Pavilion Outlet Center project. Alter a general overview in plan review I have determined that additional details need to be submitted to complete plan review. After our phone conversation on April 12, 1990 you had indicated that additional information was submitted to Mahan a L;I ...5;;tvo, Consulting E'n.gir:r:tyrs on Buildings A and 8. The plan check procedure will require that the information be submitted separately for this permit application. To facilitate t;hE: rac.• .t rapids completion of plan review, please resubmit additional information to the comments that follows 1, ELIMINATE . note on all sheets "NOT FOR CONSTRUCTION". 2. show detail and Engineer calculations of bracing the parapet wall, particular to this builci..ng. 3. Show complete detail and calculations on tower construction particular to this building (foundation, ' framing, . etc_ . ) Please contact me if you have any questions regarding these comment: I'm available Monday through Friday, 8:30 - 5:00 at 206 -433- -1853. v („i Ken Nelsen, Plans Checker kn /wb te: file RECEIVED CITY OF TUKWILA APR 2 4 1990 PERMIT CENTER ACA.N .L4 OR 2 a IA • .n • ! ,.: !A..,, ti„ .. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 55C 9-2b-90 Io 10- 23-90 7 ? g 6x /Z 3 /2- 2f/7c? /sg, ec�v l/39 57,, 20 izr, / 155`1 5 S$ i lb 2390 g /54, oo d 5z� FIELD TEST DATA FILE NO. 96) ‘ TRUCK SAMPLED_,_______ TRUCK TICKET NO. 63_79' TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 9) U 3 ARCH9ECT 0nJZ4.5 ' 2 : r.-^ S- �.sciC =it1 - (o s J - 2 % DATE 9 FILE NO. 96) ‘ DESIGN WEIGHTS .5--- e PROJECT 1 y P/5 . P e . CEMENT F� /,100 Ell_ D� , P E ERMIT NO. OWNER WEATHER r ?l/c4 &.''Si TEMP AT AT AM PM NGIN E ER •vtJ> ,Toni✓Ge WATER ARCH9ECT 0nJZ4.5 ' 2 : r.-^ S- �.sciC =it1 - CONTRACTOR - /, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS .5--- e % MOIST ADJUSTED WEIGHTS CEMENT F� /,100 WATER 7 5 TOTAL TO: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 ATTN: � � (� / l i ./ /",f //fJ 7 �� -/ee. CYLINDER REPO1 T SEE FIELD kt REPORT NO. l MIX NO. l ,f�,e PRODUCERS CONCRETE: c e y COMPRESSIVE STRENGTH CEMENT c 2285 CU. YARDS PLACED 4/ AEA. ADMIX CAC12 71 — DESIGN STRENGTHS' <Oc' cD PLACEMENT AREA 11 NOTES 7�dp (,c .4 0<t2 /e s C /r/ /[oO / 5 .frf1 /C) COPIES To: LUMP 1 I H UNT 4 JO1■1E2.1 1 IUDEDES d ft55DG., TPA MMELL C2 DLO TUKUJILA 1321X. DEPT - . I0 -90 Io -z3 - emu A. A. R. TESTING LABO SIGNED; TORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. ) 523 9 -9& 2e90 7 64/2. ENGINEER /7u AI r 9' TOrttier2 I kc WO �(o .S� t9 4 %kC2O SS 0 5 89fca' f pie/ 15 29 1019 ( - 9 0 . a / 12-S • FIELD TEST DATA TRUCK SAMPLED a, 6 TRUCK TICKET NO. '...3,;;,2 9 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR /49- AM PM ENGINEER /7u AI r 9' TOrttier2 ARCHITECT t �,�Q S /QSS-g) e WATER ccxv RACTOR 2 ,/M " T & TOTAL DATE 9 a / FILE NO. 9v -a DESIGN WFWIHTR PR CT 'PR 1- ( 1,9 _...V Pi*V2,13 ADJUSTED wows L TION our /4492 � c., /9R 7J 23 FA. / siao WEATHERO , S u�sA `�€ TEMP AT AT AM PM ENGINEER /7u AI r 9' TOrttier2 ARCHITECT t �,�Q S /QSS-g) e WATER ccxv RACTOR 2 ,/M " T & BATCH DATA FOR 1 CUBIC YARD DESIGN WFWIHTR % IlN.S"T ADJUSTED wows CEMENT 6 --"‘ Y FA. / siao CA ' 1 94 WATER 2 SQ TOTAL TO: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 1/i XI f ATTN: ! • c': 0 / (1 /Zia ? e a.Q /TJ;, r919 - 98/ PRODUCERS AEA. ADMIX PLACEMENT AREA & NOTES MIX NO. CONCRETE 27Ale. 1441 - f COPES TO: L_U 141 I N I hL*LT SUI UE>!L It0D6ESft . CROLO 'TV VIVI LA 13LD6. DeI'T I 2 q© rYLINDER REPOPT SEE FIELD REPORT COMPRESSIVE STRENGTH CEMENT CAC12 -- "I►% DESIGNSTRENGTfj a l / 4 �O//c o INSPECTOR: N° 2283 CR CU. YARDS PLACED 7 A. A. R. TESTING LABO TORY, INC. IRONED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. X55( ) f-2 - 9a 10 7 dxiz AIR /2_ /av 39.1# ,r 155 lo-23-90 I g 1 6S 0-2390 .2 $ DATE F FIELD TEST J4/ 3 TRUCK DATA TRUCK SAMPLED TICKET NO. 'o 25/ 6 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC CONC AIR < G. /{ DATE F FILE NO. / / PROJECT / f '.MW� y p/, 04 L /OCAAT,IIO�N., So�T-���� / /i g BATCH DATA FOR 1 CUBIC YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT t FA. �,l0 0 a / q `O WATER ZJ U TOTAL TO: ATTN: CYLINDER REPORT SEE FIELD 3 REPORT NO. .S / A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 PRODUCERS AEA. _— PLACEMENT AREA 8 NO MIX NO. / �i e CONCRETE: c oNe 'J9- (-f ADMIX CAC12 51990 COPES TO: LUMP KINr Ml?N :IN�aZI NUDbb.S d ASSOC,, T 1z i1MMELL CAROB TUKULlILA 13L7h. DEPT. I0 -90 COMPRESSIVE STRENGTH CEMENT INSPECTOR: 11 2285 CR CU. YARDS PLACED y DESIGN STRENGTH4TeQD A. A. R. TESTING LABO TORY, INC. SIGNED: �J TO: ATTN: CYLINDER REPORT SEE FIELD 3 REPORT NO. .S / A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 PRODUCERS AEA. _— PLACEMENT AREA 8 NO MIX NO. / �i e CONCRETE: c oNe 'J9- (-f ADMIX CAC12 51990 COPES TO: LUMP KINr Ml?N :IN�aZI NUDbb.S d ASSOC,, T 1z i1MMELL CAROB TUKULlILA 13L7h. DEPT. I0 -90 COMPRESSIVE STRENGTH CEMENT INSPECTOR: 11 2285 CR CU. YARDS PLACED y DESIGN STRENGTH4TeQD A. A. R. TESTING LABO TORY, INC. SIGNED: �J DATE 9 0 FILE NO. 9C '''•:9 i PROJECT PA 7 .4 ) 1144.1,4 di Plici Z.-. ADDRESS BLDG. PERMIT NO. '4 OWNER WEATHER i/. . /2 €Zg .5 16" TEMP AT AT AM PM ENGINEER 1 ) L72) //t/ /Z. ARCinycT i e -,: a _s* CONTRACTOR .. /J.'-5i 9 i(/...) ..A/ e A.A.R. TESTING LABORATORY, INC Post Office Box 2523 Redmond, Washington 98073-2523 (206) 881-5812 TO: / 1 L.),_/,‘ ATTN: C 1) 2 L.1. /A-2 7 e 512 42 /711- 1,9 , 9810 INSPECTION PERFORMED: O RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): REMARKS' IS 9 $ ( FIELD REPORT( SEP 28 1990 ell A SUPPLIER 5 7iJ. ee} MIX NUMBER c9dvo CYLINDER REPORT NUMBER 7- 2.ct9S SLUMP 5 AIR CONTENT COPIES TO* Lumptiw, EUTDPQE Y-I H OD LES t SS.00_. TRIM 1^11..LL CRZU3 TUKWILA IILDG, DETT 9-25 - 1\12 3311 PRIOR REPORT FR O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER , """-.1. a /c.c. ar Ao CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH _Atere NUMBER OF SAMPLES CAST _?-4s / TOTAL CU. YDS. PLACED e---/ CONCRETE TEMP ‘9 2 TIME 9;20 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES 0 NO Date or Plan Number INSPECTOR* A.; A. A. R. ESTING SIGNED' • B • RATO Y, INC. 1 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL. LOAD STRENGTH PSI SET NO. 111th 3-ail $ -3l -10 7 49 02 — 89' loo 3150 .ue, 1109 1 q.-21-9b ) -Z 133, 400 4`l W 111 941 -9b 9$' Iz6,100 iztc,0 FIELD TEST DATA �✓�/�, TRUCK SAMPLED — /�]'7 TRUCK TICKET NO. L TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR Too • — -- — .ue, 70 - TOTAL DATE. 9 F ILE 7 NO. o-ex)/ WWwq, PR• CT 1: 261z,# • . goo SouniCeNTee, BLDG.R M OWNER WEA �I�,��� �J/�Rr/ TE J AT �" � O AT � ��M ENGINEER �u f Z rDJ/l ARCH T • 2. 7 sloe i CONTRACTOR • CONTRACTOR / BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 2/70 I mac) ... Apo WATER ((J1 '� �+ TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 C TO: � , 1.4w1 p ki J �.�)c ATTN: N eo , arvi pkw /(o2 fASrbgXl e, MIX NO. PRODUCERS CONCRETE: AEA. ADMIX 16 PLACEMENT AREA & NOTES j 9 iPee j5 Gf''LINDER REPORC rag.. 3/d / REPORT NO. (d COMPRESSIVE STRENGTH CAC1p % (7) L N_ 2231 CR CEMENT SID ( CU. YARDS PLACED 9 DESIGN.STRENGTH— COPIES TO: I.. umeg.I 4, HUNT t To Inca }}oc5 A. A. R. TES LABO TORY, INC. E;Lo .. SIGNED• iP $ -31 -90 , 9 -21 D D 7-2/ _9O FILE NO. 7 O -60 / PR ECT �ekL4J,a. f $ Z� ADDRESS / 73 0 n YvuTA TCQ PNw y BLDG. P 0 7* OWNER WEATHER sv xis ,4', Al TEMP AT AT AM PM ENGINEER Hi.fN --- 60 / Aid, 2 ARCHITECT y7/pD 9- /9:5 CONTRACTOR 2U /vtP/t ' ' AJ . T- •r/l•_ (7) ATTN: A /QS TT /.Q. r! TO: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 Sd /PJr.. /4:/,1 98/0 INSPECTION PERFORMED: FIELD REPORT O RESTEEL iI toNCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER „ 7Q420 (J 49__tf MIX NUMBER 6 5-K CYLINDER REPORT NUMBER 2 SLUMP AIR CONTENT PRIOR REPORT N_ 3308 FR O FOOTINGS O AUGER CAST PILING O SLAB 3 - c am . OLUMNS O OTHER O'CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH h3 420e) NUMBER OF SAMPLES CAST -G P / Z TOTAL CU. YDS PLACED CONCRETE TEM TIME /0 AZ ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. ,rES 0 NO / 2 #4) L re ? - - /.2 , - 90 Date or Plan Number REMARKS: ;,tke.-/L► e diV// 7ujeS G e,v Se v , ' O Lc i A a! U 170 /es • . �Q L7beK 1.).2 ref) 7-12-90 ,* -► ✓ t 4 elo s 1 'its / /, /9 1/ COPIES TO: INSPECTOR: 1412 Arnrn�. ) A. A. R. TESTI '1 i� K -UJILA 6 1-2- - 90 SIGNED• mid FIL O. . 406 i :: T Plekil 7q (%):10Leeerest. e, OWNER WEA i. y � ` TE • AT AT di'. ENGINEER _ v uAJT E htEet ARCHITECT CONTRACTOR d • / 1�ki :lit r ) F �I .REPORT OMWOH A.A.R. TESTING LABORATOR IN - 'PRI R R PORT Post Office Box 2523 A U G 3 11 9 Redmond, Washington 98073 -25 (206) 881-5812 TO: )14m INMc, ATTN: i‘iG1 Lu )c & / 4a7 l ,NIKE C( ,S T(Lf Ut) 98/x1 INSPECTION PERFORMED: SUPPLIER / MIX NUMBER 63 CYLINDER REPORT NUMBER ?Q?3/ YES REMARKS' O NO PLANNING D tji RESTEEL FOOTINGS CONCRETE AUGER CAST PILING MASONRY O SLAB O STRUCTURAL STEEL 0 WALLS O WELDING 0 BOLTS 0 COLUMNS O OTHER 0 OTHER LOCATION(S): �QWt PI • ( 1hTML %-desp4 eitoCr 30411 f1i2 CONCRETE 0 GROUT DESIGN STRENGTH NUMBER OF SAMPLES CAST 3 SLUMP r AIR CONTENT _ TOTAL CU. YDS PLACED CONCRETE TEMP 70 TIME ' o ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. Date or Plan Number Aritem fjetAA5 4124Ati, dasio1) hi use 1 1 y A) .s COPIES TO: /A-/PK /n/, J/Ud/r .T!? /A/ /Z INSPECTOR: �}DD6�< =sic .. 71-r &. (JO/� f A. A. R. TEST N BORATORY, INC. UKWIC. -f) 24lt ; L? P S -.Z7- qo ✓� � SIGNED' —¢-• � y�l N_ 3106 FR 0 MORTAR Plan Check #90 -145: Pavilion Outlet Center 17900 Southcenter Py THE FOLLOWING COMMENTS APPLY T AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER_,(_(2 7' ,___ 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division, 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- •6363). 3. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 4. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 5. All structural concrete to be special inspected (Sec. 306, UBC). 6, Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof, 7 All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 8. Notify the City of Tukwila Building Division prior to placing any concrete, This procedure is in addition to any requirements for special inspection. 9. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 'X' REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 433-1849 x 2 Foundation 433-1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 ' 10 Wall Board Fastening 433 -1849 11 12 13 14 FIRE ANAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 !INSPECTOR COMMENT SECTION ON REVERSE) TUKWILA BUILDG PERMIT INSPECTION RECORD Post with Building Permit In conspicuous place Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SITE ADDRESS: 17900 Southcenter Pv SUITE NO.: BUILDING PERMIT NO. L...0O1 D DATE ISSUED: PROJECT: Pavilion Outlet Center CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation Is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 8. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING • Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. ,4,211,00 X' REQUIRED INSPECTIONS X 1 Footings Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Root Sheathing Nailing 6 Masonry Chimney 7 Framing 6 Insulation 9 Suspended Ceiling 10 Wall Board Fastening -. 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN CHECK NUMBER AO I� PROJECT: A v 1 l.-IL C L DUT L e T C c. k TE:772, 1ME f0LL0WIN0 COMMENTS APPLV TO AND BECOME PART OF THE APPROVED PLANS UNDER TTU�KNILA IUILDINO PERMIT NUMBER d no LA thews will be made to the plans unless approved by the v Architect and the Tukwila Building Division. �2 Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296•4732). e lectrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be Inspected by that agency (U72- 03031. �1 All mechanical work shall be under separate permit through the City of Tukwila. All pirates, Inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being Inspected. 40111 structural concrete to be special inspected (Sec. 306, UBC). U 8 A11 structural welding 10 be done by b.A.0.0. certified welder and special inspected (Sec. 306. UDC). O All high - strength bolting to be special inspected (Sec. 306, UDC). t0 Any new ceiling grid and light fixture installation Is required to meet lateral bracing requirements for Seismic Zone 3. 1! Partition walls attached to ceiling grid must be laterally braced if over sight 101 lest in length. i2 Readily accessible access to roof mounted equtpsent is required. 13 Engtneereed truss drawings and calculations shall be on sits and available to the building inspector for Inspection purposes. Catmints shall bear the seal and signature of a Washington State Professional Engineer. y exposed insulations backing material to have Flatus Spread Rating of 23 or less, and material shall bear identification showing the lire performance rating thereof. IS Soberede preparation Including drainage, excavation, compaction, and fill requirements shall confers strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). le l8 A statesent from the roofing contractor verifying fire retardancy of rook will be required prior to final inspection (see attached procedure). • Atl construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1900 Edition), Uniform Mechanical Code 41980 Edtttonl, Washinnton State Energy Code 41989 Edition), and Washington Stag Regulations for Barrier Free Facility (1909 Edition). All food preparation establishments must have King County Wealth Department sign -oI0 prior to opening or doing any food processing. Arrangements for final Health Departsent Inspection should be made by Balling King County Health Oepartaent, 290 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. fire retardant treated wood shall have a Blase spread of not over 23. All materials shall Oear identification showing the fire performance rating thereof. Such identification shall be issued by en approved agency having a service for inspection at the factory. otily the City of Tukwila Building Division prior to placing any concrete. This procedure Is in addition to any requirements for special inspection. 2t All spray applied fireproofing as required by U.B.C. Standard No. 434, shall be special inspected. 22 All wood to remain to placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.B.C. Section 300 (a) 7. (Valldlty of Perelt. The Issuance of a permit or approval of . plans, specIltcations and computations shall not Oe construed to OS a welt for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurlsdlstlon• No perslt premising to give authority or violate or eancsl the provisions of this cods shall be valid. Plan eview PROJECT °AV ADDRESS t 900 DATE 2 - OCCUPANCY GROUP Np - Hh1�J4aE TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HT. / NO. STORIES D 3E P- AR -A Pe7 ■t■lPLA— FLOOR AREA — OCCUPANT LOAD EXITING REQUIREMENTS • • DETAILED REQUIREMENTS OCCUPANCY alMem■■�,. g-- TYPE OF CONSTRUCTION — PART V, CHAPTER 23, U.B.C. _W_S_..E. CHAPTER 51 -10, W.A.C. PLAN CHECK NUMBER 9U-(45 car OF T UKWILA DEPARTMENT OF C ^A DEVELOPMENT prepared by: k-/21(/\ BU ciic APPROV P 2 4 1990 RECEIVED ILA --�'' CITY OF TUKW LDING DIVISION APR 2 4 1990 PERMIT CENTER HUNT & JOINER, INC. C O N S U L T I N G E N G I N E E R S 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 STRUCTURAL CALCULATIONS PAVILLION MALL RENOVATIONS TUKWILLA, WASHINGTON FILE COPY. I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adoptedi� .t�de...or ordinance. Receipt of con- tractor's copy of a pr ved plans acknowlecjed. B %'4' Date 5 ' Z 'ELO Permit No _ LQQ r -1-7_ 5 ._ c % o 41 M HUNT & JOINER( ;INC. BY DATE C O N S U L T I N G E N G I N E E R S SHEET No / OF CHKD. BY DATE 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. PROJECT /Pd t / /L /oA/ rV4e . /./ e:vi n) \.,.t rte.Y1 7(/tc v1 /LAI. S /- 1r1•1c + 6 /-► ,4 LE � o= /•.'J Co. 8) C /7 es = /7 rn B PSF- la/= 20 /' X a XL 7- 7/z ) 'r 6. 12 W— / 9. o r/ 70_ U r /•n n , /f• f.. J 7 • _5:21,•./1, 3a' C.'. C. Lc /"►� � I /7 ,'S r`" > USG 20 e".5,. /e. 2v 2- 0. / .�• C. e _ 0. 6 )c'o5 •.) - ■_ rte;, BY DATE CHKD.BY DATE PROJECT Pi-1V / L/ 04 m — /si C v/ r=s laiummultursatalimintwavounwanasuiftwill T"J G h Co x, 2 S Frio•-, 4 /{ /- ( -Y S e' .S .+r rtop st 3 30. 3 2$ 9 co �. co 4- to A9 = Gr s t m. u' r- HUNT & JOINER,( :.INC. CONSULTING ENGINEERS SHEET NO.. L OF 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. , 1 So s. 4f '../ C� z e'�� n GLan r / %:5 NF c. c. w y s' 9Cv / 1 3 /s C /v.�_ l ytaJ z/. L ' > /> ' =lc / / a. / ,// ?'< </ PROGRAM : General Frame Analysis 01,27 HUNT & JOINER, INC. JOB : PARKAAY PLAZA SHOPPING CENTER RUN : CANT COLS AT MARSHALS STORE LOAD NODE COMB NO LOAD COMBINATIONS: COMA 1 : 1.00 X CASE 1 NODAL DISPLACEMENTS DX Units : In DY ROTATION In Deg 1 1 0 0 0 2 0 0 - 0.0788 3 0 - 0.5291 - 0.1997 PAGE 110. 2 TIME : Thu Mar 08 13:14:29 1990 ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEM DESIGNERS NO COMB HO AXIAL SHEAR MOMENT MAX M0M /DEFL DIST I { Unit : K ;, K -Ft ; Ft LORD COMBINATIONS: 0';R 1 1,00 X CASE 1 2 0 i(.'9 BODE LOAD N COMB RE A •i PX Units : K PI MOMEIT Y. h; -Ft 1 1 0 0.1467 0.9312 2 1 0 - 0,6487 - 0.0000 PROGRAM : General Frame Analysis u1.27 HUNT & JOINER, INC. JOB : PARKWAY PLAZA SHOPPING CENTER RUN = CANT COLS AT MARSHALS STORE 1 0 0 F 2 15.000 0 XR 3 30.000 0 Units = Ft Deg 1 1 2 15.000 0 1 2 2 3 15.000 0 1 PAGE NO. 1 TIME c Thu Mar OB 13:12=46 1990 NODAL INFORMATION NODE NODAL COORDINATES SUPPORT CONDITIONS NO X Y CODE PX STIFF FY STIFF M STIFF Units : Ft Ft K /In K /In K -Ire /Deg ELEMENT INFORMATION ELEM NE PE ELEM BETA PROP HE PE NO NODE NODE LENGTH ANGLE TYPE HINGE HINGE PROPERTY Ili; ORMAT;0H PROP SECTION i;D NAME MODULUS AREA I 2l I Units K /In 2 1 :12 1 1s3.'.6x.2: li I�V.K. .5iri :r!SE I i - _ . `EC t ,', 'Y : F: t /Ft $. /F: -h /`. Description , WIND Element List : 1 -2 1 1 UNIF GLO FRAC B 0 0 -0,01 0 E 1,00 0 -0.01 0 Description : BM U REACT Element List : 2 2 1 CONC GLO DIST B 1.00 0 -0.10 0 Description BM W REACT Element List : 2 3 1 CONC GLO DIST B 12.00 0 -0.10 0 BY DATE CHKD. BY DATE PROJECT 27 T3 G, e/ S 5 c.t.e. T' / c i •••• ca C' 3 / 7- 2. 71- -o ■Olttl<tt ittif ► sfrl 0 / 2. , 7 z c /LJ , c. c. c. 14) UNT & JOINER, , INC. CONSULTING ENGINEERS SHEETNO.. OF OF 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. 5. ] > 1e /.I .s cc o � T7 Ca xln k 4� B6,1.; r r � r'S tfE P P /L%. (-+ 1 / r /-e 0 1c. le/ it !/ - _ PROGRAM General Frame Analysis u1.27 PAGE NG. 2 TIME : Thu Mar 08 13 :24 :00 1990 HUNT & JOINER, INC, C JOB : PARKWAY PLAZA SHOPPING CENTER RUN : CANT C01.S AT MARSHALS STORE 12FT COL NODAL DISPLACEMENTS LOAD NODE COMB NO DX OY ROTATION LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 2.2 Units In In Deg 1 1 0 0 0 2 0 0 - 0.0892 3 0 -0.4207 - 0.1932 ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB ND AXIAL SHEAR MOMENT MAX MOM /DEFL DIST Units Y, K K -Ft K -Ft /In Ft LOF,1 COMBINATIOl. :0 ■: 1 • • 1.00 a CASE 1 8 - 0.1762 0 - 0.3282 - 2./:i0 0.5208 A C T I 0 H 5 NODE 1.00 110 COMB PX PY MOMENT Units : K K, K -Ft 1 1 0 0.1782 1.0785 2 1 0 - 0.8482 0.0000 t. • PROGRAM : General Frame Analysis u1,27 PAGE N0, 1 TIME : Thu Mar 08 13:22:19 1990 HUNTS JOINER,,INC, J08 : PARKWAY PLAZA SHOPPING CENTER RUN : CANT COLS AT MARSHALS STORE 12FT COL NODAL INFORMATION NODE NODAL COORDINATES SUPPORT CONDITIONS NO • X Y CODE PX STIFF FY STIFF M STIFF Units : Ft Ft. K /In K /In K -In /Deg 1 0 0 F 2 15,000 0 XR 3 27,000 0 ELEMENT INFORMATION ELEM NE PE ELEM BETA PROP NE PE NO NODE NODE LENGTH ANGLE TYPE HINGE HINGE E.EMEN L' Au LOn% `.0aii LASE TYPE :I Units : Ft Deg 1 1 2 15,000 0 1 2 2 3 12,000 0 1 PROPERTY M PPDF SECTION ts' NAME MODULUS riti:P. Units : K /In 2 .:;t IN: 1 TSWX,25 29000,h ',!:> • ;;. 41: CD:. Unit: • Ft /F. „ /F` -K /F1 Description : WIND Clement List : 1 -2 1 1 UNIF GLO FRAC B 0 0 -0,01 0 E 1.0v 0 -0,01 Descript:ior, : DM W REACT Element List : 2 2 1 CDNC GLO DIST o 1,00 '0.20 0 Description : BM U REACT Element List : 2 '3 1 CONC GLO DIST B 9.00 0 -0.20 0 BY DATE CHKD.BY DATE PROJECT pa tit L / o,./ . hn ,A t-t- - /' X1 /C>E7 � �L- TLf .- lit -1 Go 4+9J t.t! A S N /"-( t- cY./ &- 2./ p 5F a/ r/r� I,t / •'Soc. K 2 (5 / 3 . 2-e e J. ;) /. S' G -' ek. , // (A/;,) f '6 A. /lc .a Sx HUNT & JOINER,' NC. C O N S U L T I N G ENGINEERS SHEET No....•. of 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. 9z « / )(' 1.x/0` /Gc� Ar is 7 i ■ 1 Y. a / / /z.) 4 ROVED Y iUKW APR 2 4 1990 /r 04) ,\6 BOLDING DIVISION c P Ls "0.c. tp/ 3. o & j RECEIVED CITY OF TUKWILA APR 2 4 1990 PERMIT CENTER HUNT & JOINER.( NC. BY DATE I 11� I CONSULTING ENGINEERS SHEET NO S OF CHKD. BY DATE u 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. PROJECT .Z c 3'. 7 C /JFCK C3,)CC ; Fo(L <3.e / -k E 0. c.. 7. /N5 /° K cu') /Zee /s /e7 , K c u , 9' 5' a cNfC /c GA ,t.) .I /-y o/`' ZR f of C / .rJGeo w S '/`J ea .i 0,,e. � 5 4,4.6 J c /�J _ 309 117„ 3. 6" e/ /•: r Coe -ext )( 1k. , 6 7/ / /Goa OUP I �� 3 ( /taco Ocoa 4) i- �. ( /- 3 ,,.•) <. . 5.34 /i1° of B� 3 L 7 (gG /./t . f'trt? Cdd• /IC ,.$ ) 90 / y 4 BY DATE CHKD.BY DATE PROJECT C!/EC t. c3 /24LC.EJ G-� z'l•°s. x 3 ' _ 6 3 n/ HUNT & JOINER,(iNC. C O N S U L T I N G E N G I N E E R S SHEET NO (° OF 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. ' "4' cG 'P - eB 3. S ,Odcf.fGG Tv.' e6c) z83.5 /''/ C/?.' /) r. 9 /'y 4 • 0(c. 3 el 3 . (a) /c lflrT / co ) roue* / y ,b e °s C 4'4C1[ GE C71U"/ c,c - 0 d . 5FctJ'p S bOI /5 —( eu 7.5" geG3)( G J, • . y9 /A. .d .5.3f,,S,'r •'f ) _ /a Tr. /.� c C'6Cz a/241ees 15' G.r. /Yf- 6 ,3" % C B 91", /s- / /F /f T4 C-#E. ' G.A/ aced e Fnt e, L t e x /z' / . _ 96 4. /.PL CFL) -. /8Q 3Z. Cs . / /6 C.S. 5) I . /4• C4, a 2 9.00/ ClzL > /c. . 9.7 / roca 2/ j ( ' • c 9 • �/) ,.. //, 7,0s: HUNT & JOINER, INC. BY DATE CONSULTING ENGI NEE RS SHEET NO 7 OF CHKD. BY DATE l�1 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. PROJECT P ler c%: r.) - #_G 7 e' 11 c//n C(c. /cow C4' c t . dtaCti : z- GNFe ceNrlC•c c EC lC. t o s` ' 5 G' Z o. 4, 6.0 4 IS -/ C /2 vo", /l 5 7 6 :S C.o(09 S /.3,C2 ( /6 .Iretov'o s 5- BS" 5..i ° 2. .1G ..r' L G. /,3,« G74 t /0. 7? .4 /J ce /1/4 " rce cte ev, e As'o C o ec- )C e i� 9.o 72 .-. a / C). 7e- r-s, e olc. cp t `Y ? 2S ' o. C _ P 052. K G o J se sl` _ J 76 'S �s v' 176 cis as /a /4. HUNT & JOINER,_ INC. eY DATE C O N S U L T I N G E N G I N E E R S SHEET NO 8 OF CHKD. BY DATE 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. PROJECT NE GC. 41 ,e(..o w 4 r y - .d. t:. 6 4 t J,eFp e a 8 C /<) / 3to «J, — t <a Lc PSe: /v /s. c'. Jb i (8 1 0.27 O . 9`.1 Gearn..' aoo Yf'ti� /' /SC/ bl e. c t i 5 I" S r w>n ri) r~ a . /1. 5 ,s/- / ✓a 34 ASF X z' o.e s . C q /►/ , e. 14 1 Li�NL+LJ t / u-.1 C. ct?." p to 7 e• /' C 8 rJ l �. SZ /6 ' 6 GJ s ,, - / C / -/5 UL c //J°3J 44 2u /a.c 7„74 C: 3 /AJc 4) Cc (.1 4'9 Cre /• /j (/65'O ' ) c 33) fi+ : /4 so f " / „,, /../ J ` r .3. '(.3..' CJa 3 /02SF A d r s LcL is .4_44 r/.1 3 .4 3, 04 z l% BY DATE CHKD. BY DATE PROJECT C NECrC 41- /10 rrw -ia-C_ Y c - - r /c.aC eo.l.p Az:. O.4 7' A:- o. /wtt 1. VS Cs te.7 T . t 7 • t^ tVF Ctt IJ`34.ex s}T C.. u.0 �= 63" /, J )7.s. HUNT & JOINER,(. INC. C O N S U L T I N G E N G I N E E R S SHEET NO_ Or 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. ' i.7(a o �aar� Pt /8/' .f cas e/,± ¢ f NU /.mot e7 6 72 f,'S.S Opt CNttit w /1 Q N,cc +I A` r - "'it A.r) •J :. S / /3* ." ca da :. 9� CILC.lt F2owl Arlo C' /.t /.1 ` > y. 4 r.t I2ft� /O•Lr (Q� y .c� S r ,,,d Fd.0 c/ o _ e F /t9 40. 7 S, ¢' /d0 C?.+c) L ,. / c (65 .I 4,3 C-7) e) qu r "•t.'t. T /23 f r `'i C4r) /e . r /Cs /r-Cs f ez> Po tv �i.. 90 es cv5 s/s te d e ,, cv +I ,LING G VS/..0 pµT.alc T i!.e64:1 no 5 , / r.1 a /'co C`7W0 MAIN SPAN SHEAR: _______________ 6.00 .00 8.00 DEAD LOAD FULL LOAD DEAD LOAD FULL LOAD -92.50 -218.50 STIFFNESS FACTORS: E = 1800000 I = ,4 AT X = MOMENT = DEFLECTION = f!!!.1,7"M � +279.50 +279.50 +0.00 +0.00 ###################### # BEAM SPAN ANALYSIS # ###################### PAVILION MALL PARAPET WALL MAIN SPAN: SPAN LENGTH = 8 FT. LOADS (KIP AND FT. UNITS): UNIFORM: DL LL X1 X2 62.00 0.00 0.00 8.00 CONCENTRATED: DL LL X 126.00 0.00 6.00 X DEAD LOAD LIVE LOAD SHEAR SHEAR 0.00 +279.50 +0.00 +0.00 +0.00 -342"50 +0.00 MAIN SPAN LEFT RIGHT REACTIONS: +342.50 +342.50 MAIN SPAN LEFT RIGHT END MOMENTS: + 0 . 00 +0.00 MAIN SPAN MAX. INT. LOCATED --------- MOMENT AT DEAD LOAD +630.00 +4.51 FULL LOAD +630,00 +4.51 +3.500 +598°500 +9.893 ‘'.?=Z f� � AT X = MOMENT = DEFLECTION = SHEAR = AT X = MOMENT = DEFLECTION = SHEAR = AT X = MOMENT = DEFLECTION = SHEAR = AT X = MOMENT = DEFLECTION - • SHEAR = +4.000 4 ,22.000 '10.154 +31.500 +4.300 +630.000 +10,041 +.5O0 +5.000 +622.500 +9.552 -30.500 +5"500 +599"500 +8.690 -61.500 @ F/-4-67E ' MAIN SPAN SHEAR: 6.00 6.00 8.00 DEAD LOAD FULL LOAD DEAD LOAD FULL LOAD —100.25 —195.25 Iv1"7111 lul°U +271.75 +27t.75 +0°00 +0.O0 ##################A�## # BEAM��SPAN ANALYSIS # ###################### PAVILION MALL PARAPET WALL MAIN SPAN: SPAN LENGTH = B FT. LOADS (KIP AND FT. UNITS): UNIFORM: DL LL Xi X2 62.00 0,00 0.00 8.00 CON RATED: DL LL X 95.00 0.00 6.00 X DEAD LOAD LIVE LOAD SHEAR SHEAR 0.00 +271.75 +0,00 • +0.00 +0.00 —319.25 +0"00 MAIN SPAN LEFT RIGHT REACTIONS: +319,25 +319.25 MAIN SPAN LEFT RIGHT END MOMENTS: +0.00 +O.00 , ""r• .""^`',- / p4 e-7.er DEAD LOAD FULL LOAD STIFFNESS FACTORS: E = 1800000 I = ,4 AT X = • MOMENT = DEFLECTION = SHEAR = AT X = MOMENT = DEFLECTION = SHEAR = AT X = MOMENT DEFLECTION = SHEAR = AT X = MOMENT = DEFLECTION = SHEAR = AT X = MOMENT = DEFLECTION = SHEAR = //u/ .u"/ +595.55 +4.38 +595.55 +4.38 \ +3•500 +571.375 +9.375 +54.750 +4.000 +591.000 +9.608 +23.750 +4.500 +595,125 +9.487 -7.250 +5,000 +583.750 +9,010 -38.250 +5.500 +556.875 +8.183 -69,250 ###################### # BEAM SPANANALY8IS # ###################### PAVILIOV MALL MAIN SPAN: SPAN LENGTH = 8 FT. LOADS (KIP AND FT, UNITS): UNIFORM: DL LL X1 X2 62.00 0.00 0.00 8.00 CONCENTRATED: DL LL X 63.00 0,00 6.00 MAIN SPAN SHEAR: X DEAD LOAD LIVE LOAD SHEAR SHEAR 0.00 +263.75 +0.00 6,00 ~108.25 6.00 -171"25 8.00 -295.25 MAIN SPAN LEFT •RIGHT REACTIONS: DEAD LOAD FULL LOAD • DEAD LOAD FULL LOAD +263"75 +263.75 MAIN SPAN LEFT RIGHT END MOMENTS: +0.00 +0.00 +0"00 +0.00 +0.00 +295~25 +295.25 +0.00 +0.00 ''''^'` ~' '^` 'n," ^'`' ^ DEAD LOAD .FULL LOAD STIFFNESS FACTORS: E = 1800000 I = .4 AT X = MOMENT= • DEFLECTION = SHEAR = AT X = MOMENT = DEFLECTION = SHEAR = AT X = MOMENT = DEFLECTION = SHEAR = AT X = MOMENT = DEFLECTION SHEAR = AT X = MOMENT = DEFLECTION SHEAR = MOMENT AT +561.00 ( +4.25 +561"00 \ +4"25 = = +3.500 +543.375 +8.840 +46.750 +4.000 +559. 000 +9.045 +15 .750 +4,500 +559-125 +8"915 -15.250 +5.000 +543.750 +8.450 -46.250 +5.500 +512.875 +7.659 -77.250 BY DATE CHKD.BY DATE PROJECT A o,1 /=o.L CAA. c.c.. 4 f? e5� .L " cos 37 t ecyc 3 /— Tr.-3 s c.crc R 234.4 c' r f V� Po/ 3 cos 3Y c /m/ '.► f - fb HUNT & JOINER, iNC. C O N S U L T I N G E N G I N E E R S SHEET NO.. "D OF 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. C /hss ce "14 .t ) /'S ( 2 .stf o r NSfi c . .1 C1-1 t .13/» 7/U / - O 04 0 c ') r 6 .o /Ytioo z7 al.GG/j1 4) L Ot /! . s 1 ,is.r-- t. f' rsoc- C'� s Pt/4 c Z& 6 ' ' ( ? o '� /woo 3s /5f ,C B ?Bo /Bopo 45• / r /SOO,os /b •/ / X000 /CS ! /o t. 'y // /.to /.'SCE /6 SC.CU /do" / �7 Sr,,ed a4r- BY DATE CHKD. BY DATE PROJECT C #Cc B 4=0 w/./OD/ tvi 6 040 c Z) z vo 5jZI •O HUNT & JOINER,(INC. C O N S U L T I N G ENGINEERS SHEET NO.. OF 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. r fr fRot-1 it N/1LV5 /s b(.4.7",( 4 T, t?7 2(7 ro / C� 8 9'/t_ / o 4a 1 - /Boo ceo /4/ '& 2/770 ""r (/L "'/,) /b"/ .H 3 •_ -. ZteecJ'A /a 9 /.v* /o j 9. 4'4 4 0,0 r y v,e ee_ X 4 (0fi. % G >- so ran > S- bS e. 3 f /4s00 oaJ, 5� ry / f 0 - / 0 /Cr </7r' t' K7 67 45 ?Vet. c T' F-i@. •-e S ) c 1 - 1 Z /7'7 G /.' ,) //° r ,.l r G / JS. 7 ,rr /o C /2J 9"0 3" ###################### # BEAM SPAN ANALYSIS # ###################### PAVILION MALL MAIN SPAN: SPAN LENGTH = 24 FT. LOADS (KIP AND FT. UNITS): UNIFORM: DL LL X1 X2 280.00 0,00 0.00 24.00 CONCENTRATED: DL LL X 161.00 0"00 4.00 161.00 0.00 12.00 161"00 0,00 20.00 MAIN SPAN SHEAR: X DEAD LOAD LIVE LOAD SHEAR SHEAR 0"00 +3601.50 +0.00 4"00 +2481"50 4.00 +2320.50 12.00 +80.50 12.00 -80.50 20.00 -2320.50 20.00 -2481.50 24"00 -3601.50 +0"0O +0°00 +0.0O +0.00 +0.O0 +0"00 +0.00 MAIN SPAN LEFT RIGHT REACTIONS: __________ DEAD LOAD +3601.50 +3601"50 FULL LOAD +3601.50 +3601,50 �65-/4 es/7 DEAD LOAD .FULL LOAD STIFFNESS FACTORS: E = 1800000 I=1 STIFFNESS FACTORS: E = 1800000 I = 1.2 AT X = MOMENT = DEFLECTION = SHEAR AT X = MOMENT = DEFLECTION = SHEAR = SHEAR = AT X = MOMENT = DEFLECTION = SHEAR = +0.00 / +0.00 +0.00 +0.00 MAIN SPAN INT. LOCATED MAX. . . / z:4F - MOMENT AT p�6 �� /Y DEAD LOAD +21770.00 +12,00 ' FULL LOAD +21770.00 +12"00 +11.500 +21694.750 +1038.320 +220.500 +12.000 +21770,000 +1040,495 +80.5O0 -80^500 +12,500 +21694,750 +1O38.320 -220.500 HUNT & JOINERc BY DATE C O N S U L T I N G E N G I N E E R S SHEET NO.. / 2 OF CHKD. BY DATE 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. PROJECT CPeC V - - Z 9 �,st• o ��k c �� s-. )C 3. $ ') CL) s 3/$) / s zo /. 3 rte oc V C NEC K Bx r .s-7 7v P of / G KC7G cONrieC T /un/ 4.7 E T , i 2 3 " " ! : e ) 2'yL f oe 13d r-14- ?CS p r4.nrv./ ?5' ("9"). 9r. 5 /:> iY4 / 5 ?. s `b s's 52 1 /n/ 37 _ , /sz 14. fi Z.5 Z. /y eras 37" r. doZ. / A C /L�J /t 50 ('s //t J'79 # C NF_ C,c CON'./ LC. 7 /"="/ r4-% pG.1/4 //v/ azS(cc+s 340 (9 6 B 9 �9 ose: g" /' f i c. 3- 8c/' ,vc i GS a C le 1 (...„) tf.e 5 3 - / rs 44p ...crew) ea al 51,71 /" or.( A 3 ¢ p c[c,IG FK''en 4 A t pa a �4 y " P eat. t-- > Z A Z " BY DATE CHKD. BY DATE PROJECT k /cit. .-f IC-7- "^/ zoL , /,l 3r /zz r6 C,ver CK rS It- /Udstu 4"/ = tsp ? Zoe. GO Sc.Q.L: v✓ fo E 6 //r, •. cis 4 Vt r4r2..6 Z fo e 97% P 1 HUNT & JOINER,INC. CONSULTING ENGINEERS SHEET NO of 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO. t C Nce ,6 /..rr) ee,e () (:' y A"e Csre#c K rooa) , re l,34 f� t J Crs 4 3 K3X � 3 z ,6 , c. - e6Z_ 41' 37 = /co :' / , cia 0 seer. vJ > Lo L 6 /' C/4"41 0,0 e /.v✓ Gcee cam/ e II 9 t P• If,�2 /L Loe- ' 4 °S 37' . S' 8 /'J" Qty. Description 2- 5 er'S 0 ec (5 riza cra 2 4..e_ CZ1 GCct [Air pee. , v,5- ,,e6" ecA/26 c 6 0 P4Q.,. is err e .4 RA io 4' r -sc., .0 P'27— 0 ..-rA 1 t G. RECEIVED CITY APR 2 4 .----- ... ..... PERMIT CENTER TRANSMITTAL To t'A E- L-45 Date A z o -9 D Project 0- T \ A..1( Lot..( UT LET C G.Wrea_ ( Paco c - I - 14C fE.14 rz- 1?L'It. 1LJ(&'/t ■"1 AS I-NI xazi-v.c Project No. fe (01 9 le. We Are Transmitting: Remarks By Copy To: With Enclosures atu,5 re.CLEb Et For Your Use/Information O For Review And Comment O See Remarks 'I - •‘(1.JNT & JOINER, k i CONSULTING ENGINEERS 4300 NORTH CENTRAL EXPRESSWAY • SUITE 206 .....____:-__ DALLAS, TEXAS 75206 214/823.4197 FAX 214/823.1196 0 Mail 0 FAX Via: 0 Delivery Service 0 Hand Delivered 0 Overnight Courier 0 O No Exception Taken o Make Corrections Noted O Amend and Resubmit CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUK{VILA, WA SIIINGTON 98188 April 16, 1990 Paul Patrick Hodges and Associates 13642 Omega Dallas, Texas 75244 RE: Pavilion Outlet Center Tenant Improvement Plan Check No. 90 -145 Dear Mr. Patrick: We have received your application with plans and specifications for the Pavilion Outlet Center project. After a general overview in plan review I have determined that additional details need to be submitted to complete plan review. After our phone conversation on April 12, 1990 you had indicated that additional information was submitted to Mahan & DeSalvo, Consulting Engineers on Buildings A and B. The plan check procedure will require that the information be submitted separately for this permit application. To facilitate the most rapid completion of plan review, please resubmit additional information to the comments that follow: 2. Show detail and engineer calculations of bracing the parapet wall, particular to this building. 3. Show complete detail and calculations on tower construction particular to this building (foundation, framing, etc.) Please contact me if you have any questions regarding these comments. I'm available Monday through Friday, 8:30 - 5:00 at 206 - 433 -1853. S ncereely , 1. ELIMINATE note on all sheets "NOT FOR CONSTRUCTION ". n Ken Nelsen, Plans Checker kn /wb cc: file PHONE q (2061 433.180(1 Gary L. VanDuscn, Mayor Plan Review PROJECT TA J (L (O 1\1 ADDRESS ( O (c DATE y t (:)O T L ET )•.1 SooTN ce Pu , CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: , PLANNING DIVISION PLAN CHECK NUMBER L td 1 q i/1 1.1 e'E.11 1, Pt 1 >✓ o N PI-2 1• - r . ■ ar A e A L., S U PPo 2 - i _ A-NO ASTE NfIJ (St -1EE. A -11) IIIIII 2 a E STRoC.Z CONS c1OX.\ ( SPtr t✓ i✓ LIMINA K1 O F WOTC bN L.L. / I2:o - ALL l =I .uL Z c 7Jor A■1141t, ! T • twr M c LL ("2....2_b Mme. O�Y 21C1� Sara --. -N- Oe WA4(7 g6e sLI em.t r -t n TO •• a • t s • L • aNS 'g . • : C T 1- o N s iJ L? 1 ),1 C_, - tJOT A041 ti T3, G 1 T }'fly 17_1_ .c I L L. Pe QU t s —, T3 y L E 77 EvL -- rd A/t 12 -` 'ri4 A-T2 _ 12e z LA o b is 1.4 :._ L. OD I> L70. 2tvt t...J o si7 . . • r c • ti? - c i T. O 1 < Q • • be .. • Plan Review PROJECT TA J (L (O 1\1 ADDRESS ( O (c DATE y t (:)O T L ET )•.1 SooTN ce Pu , CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: , PLANNING DIVISION PLAN CHECK NUMBER L td 1 q i/1 STRUCTURAL CALCULATIONS TUKWILLA, WASHINGTON HUNT & JOINER, INC. C O N S U L T I N G E N G I N E E R S 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PAVILLION MALL RENOVATIONS Q A. o t �% : <- WASMiN0ro4... � ,ti � . • . • sgEGlTE :**** \ RECEIVED CITY OF TUKWILA MAR 2 7 1990 PERMIT CENTER ; • " CHKD. BY PROJECT • , " ' DATE DATE e c , ...d I) / G./ o,y / v-/ 1 t-si-L N S/-4 C't • 20,4-as • /5 //4/) 7/Z ) go 7?-4'4 o•-• 30' /7 e•?.1 Zeo X 1 4E.- Co irk I ;or 7 • Are-4,1 HUNT & JOINEF INC C ONSULT ING ": ! E:N i8,1 E ;ER s 430014.CENTRAL EXPRESSWAY • DALLAS, TEXAS 75205 / • e -'e J e( ---> /0 8 0 1 3o 7e.P. 6 e`n ) 6=. a /C. OF PROJECT ko. lt 0. / H UNT & JOINER INC By DATE' C O N S U L T I N G E N G I N 7 E E R S SHEET NO 2 ' OF CHKD. BY DATE 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO PROJECT P /J V / / 0 0 / L ( 0 2. 2- 3 ?� o TS u h cn x . zS L. a Sr- /5' r ; 30.3 2v 7 6 9 c •- (.9 Fm is„ DTI 0 Cr i Q to) 2. et 3 l • - •/ C - 7 •7 ' t. .0 G K , 2 S F / � .0 c f.(.., 47, J / ! S C / ' ;y am 2/. c .. > /S • - • : ..PROGRAOL1General Frame AnalysiS u1,27 . PAGE HO, 2 „ (' . TIME ThOlar:08 1314:29)990 PARKWAY1LAZA SHOPPING CENTER . ' v-RUN CAHT MARSHALS STORE NODAL DISPLACEMENTS LOAD • NODE COMB HO DX DY ROTATION Units In LOAD COMBINATIONS: COMB 1 1,00 X CASE 1 1 1 0 0 0 2 0 0 -0,0180 3 0 -0.5291 -0.1997 ELEMENT REPORT S ELEM LOAD NODE SIGH CONVENTION : BEAM DESIGNERS NO COMB HO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST • Units K K K -Ft LOAD COMBINATIONS: COMB 1 : 1.00 X.CASE 1 2 2 • RE A:T: : NODE LOAD ND • COMB PX FY MOMENT •• Urilt 1 K K -Ft 1 1 0 0,1407 0.9312 2 1 0 -0,6487 -0.0000 oej K -Ft /In 0 0,347 10.19 Ft 17. • Units Ft Deg 1 1 2 15.000 0 1 2 2 3 15,000 0 1 Units 2 K /In : In2 PAGE NO. 1 TIME : Thu Mar 00 13:12:481990 ' NODAL INFORMATION NODE NODAL COORDINATES SUPPORT CONDITIONS HO Y CODE PX STIFF FY, STIFF M STIFF K /In K /In K ELEMENT INFORMATION ELEM HE ' PE ELEM BETA PROP NE PE NO NODE NODE .LENGTH ANGLE TYPE HINGE HINGE PROPERTY INFORMATION PROP SECTION NO NAME MODULUS • ARE 1 01ST I 1S6X6X.2F Ft : 7 • .:aE ii i•E ::S" f ?Y 4 /Ft K /Ft Ft-R Description : VINO Element List = 1-2 1 1 UNIF GLO FRAC 9 0 0 -0.01 0 E 1.00 0 -0,01 0 Description : BM U REACT Element List : 2 2 1 COLIC GLO 01ST 9 1.00 0 -0..10 0 Description BM W REACT Element List : 2 3 1 CONC GLO DIST B 12,00 0 -0.10 0 BY DATE CHKD, BY ..DATE PROJECT Z 3 / O 5 P C o o i TS L Y c K.e 3 F ' -" a,.r.a c. / s . 5 '- .. 7 ,., c • 4.. i`� c ) *' 3 w / Z // r — n 2. 72_ 1 JG & J O I N E R ( ' INC. O N S U L T I N G N G 4300 N : CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206' PROJECT NO 75 /,J FGrnt r'S l2C / ? )/ C. (L x fo k ZS TEA Si L. /LJ I.I G IJ/ / ,f ' 14) .� 2 • PROGRAM Genera! Frame Analysis y1,27 PAGE NO, 2 HUNT ( TIME Thu Mar'..08 '1312000 1 JOB iPARkilAYLA'2A1,..5110P.INGOENTER:::.,; 'RON•i'.CANT, COLS'AT. NODA 11 CEMENTS LOAD NODE ' COMB : NO DX OY : ROTATION Unts In In Deg , • • LOAD COMBINATIONS:, COMB 1: 1.00 X CASE 1 1 1 0 0 0 2 0 0 -0.0892 3 0 -0.4207 -0.1932 E.LE M ENT 'RET 0 R T S: ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS . NO COMB NO AXIAL SHEAR MOMENT MAX 'MOM/DEFL DIST Units : K K K -Ft K -Ft /In Ft !Oft COMBINATIONS: Cur., 1 : 1.00 CASE 1 0 -0.1762 . 1.0i.J0 2 0 -0.3262 -2,/200 0.035 IC.) 0.5200 -2,;2 7 JialY) • ACTIONS NO02 LOAD NO COMB PX PY MOMENT Units : K K K -Ft 1 1 0 0,1782 1.0788 2 1 0 -0.8482 0.0000 PROGRAM Gener Frame Analysis ,u1,27 HUNT J OB 4: PARKWAY PLfZA1.SHOPPING CENT RUN :'CANT COLS: AT °i1 -12FT COL Units _ PAGE NO 1 :TIME Thu•Mar 08 13:22 :19 NODA L:.I N F•ORMA. T ION NODE NODAL:000RDINATES SUPPORT CONDITIONS NO X. Y, p, STIFF ;PY STIFF M STIFF 1 2 15,000 . 0 ` XR 3 27.000 • 0 Units ,Ft Deg 2 15.000 0 3 12.000 0 1 MC/A.25 29000, 00 / In ELEMENT INFORMATION ELEM NE PE .ELEM BETA PROP NE PE NO NODE NODE LENGTH ANGLE TYPE HINGE HINGE PROPERTY INFORMATION PPOP SECTION • i0 NAME MODULUS AREA i DIST Units : K /In 2 In2 - ; ,rig E L E ii 7 _ „ t i .. -:)90 Lo; IJA0 CASE TYPE SPE :1S • Unit: • Ft K /Ft ( /Ft =t -K /Ft Description : RIND Element List : 1 -2 1 .1 UNIF GLO FRAC B 0 0 -0.01 E 1.00 0 -0,01 Description : BM a REACT Element List : 2 3 1 CONC GLO DIST B 9.00. 0 -0,20 Description : BM U REACT Element List : 2 2 1 CONC GLO .DIST B 1.00 0 -0,20 0 BY DATE CHKD. BY DATE PROJECT' H U N T. .& J O I N; E ': R .. I N. C. 'CONSULTING .`.ENGINEERS ,. SHEET NO OF~ 4300 N. CENTRAL EXPRE „ • DALLA •TEXAS.75206 PROJECT NO. �S 5x z < C /. d. �r s 5. co / • /.� 7 /” c /e) • X91 / / /Goo � `Z 4 ere BY DATE CHKD.'BY DATE. PROJECT CF /E /c. ated ct ; 2- 60 75 - C 9 C/0-) - 3. 6 • HU:NT & JOINER(.'INC C O N S U L T E N G I N E E R S SHEET No....:rs of 4300 N. CENTRAL EXPRESSWAY.* DALLAS, TEXAS 75206 P ROJECT NO 2-7 ',II ( 7z) /G.o t O 6/66 di< d ' L /4. .. c. 4Z.. iti/ X 6, / �tGc iy L .90. 9 , 6 7/ , (/L. oc."( , .. 3 (/600 000 4.4- < 5:3(0 ) 3 L •7 .�� CZ!.) 7z- e/ • • s core?tevc ,5 HUNT & JOINER()INC. BY DATE . C O N S U L T I N G E N G I N E E R S : SHEET NO OF CHKD. BY ` DATE 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 PROJECT NO PROJECT 75" (, c 3 )( 1'6) j - . Le 5r= 2 4 Ccs'K,S - . �. 35 a z /0. 74 F ' 1 u.. w e.' /L Co f b L 4ve c, is N3 44 r � 4 3 " Ca. c ✓ HUNT & JOINER, INC. C O N S U L T I N G E N G I N E E R S 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 STRUCTURAL CALCULATIONS PAVILLION MALL RENOVATIONS TUKWILLA, WASHINGTON r.` Q A. 0 � 1 .� .• •• S '•• ' T 1I i cc/ RECEIVED CITY OF TUKWILA MAR 2 7 1990 PERMIT CENTER N T & .1 0 I IV IN DATE 1 I CONSULTING :iv stier No.. CHKD. BY DATE 4300 N. CENTRAL EXPRESSWAY • DALLAS:TEXAS 75206 PROJECT NO. PROJECT ti/t/oy ■/../ 4-41. tAi= g • 7/4 Cc, 'Ix. Co e t GA1 C— te rwt e •:::C I" 6 z- / 9. ez,,a. f l '4 A 'A) ' :-_- .5 c.9. 4 f ..z.. , G it 6_ i•-r% /1 . ) E drogetet. e— 6 30' 17 4- 5,4 i r"...t 5.4 /7 evs X 4 x y ' . eva 7z3 g >.> e. . / " • . Ca a Sc. c, • 0 / o. ?7 . ( e / i ; x 20 .2— BY' DATE .CHKD.BY DATE PROJECT 4 1 ' / / • • •rte %n ; /-1 0 S k Y / 0 0 L 1 7 a 3 . o a / :" d P 7- 5 . 2 s r= 30. 3 5. '5 R.c9r. . , /•F /.1 G.Y S r .i oe A etT L) 4-r rco■ C. 3 2D 2 I;,N E R S. ENGf "N'E'E :R'S: 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 76206 $9= . (a. a r f Ss. Z. ` 3 ,� z "/) a c: �p . ‘i‘l E/+ 4 SHEET NO PROJECT NO. " OF 5c: (," r_. r • : ; NF c • s %41a a/. e_ ' > /> Co iN J /• O. / PROGRAM*GeneiprameAnalysis•ul,27 HUNT JOINER, iIHC JOB !='IPARKIAYAR20110PPIWCENTER RUN ::CONT • -- PAGE NO, 2 TIME: Thu Mai 08:13:1429 1990 ' NODAL DISPLACEMENTS LOAD NODE COMB NO DX DY ROTATION Units .= - In In Deg LOAD' COMBINATIONS: COMB 1 : 1.00 X CASE 1 1 1 0 0 0 2 0 0 -0,0788 3 0 -0.5291 -0,1997 ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION = BEAM DESIGNERS HO COMB NO AXIAL SHEAR MOMENT MAX MOM/OEFL DIST ==r Units : K K K -Ft K -Ft /In Ft LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 1 1 1 2 0 -1.4n 0.0347 10.19 1 7. • E : T NODE LOAD NO COMB PX PY MONDT Units : K K K -Ft 1 1 0 0.1487 0.9312 2 1 0 -0,6487 -0,0000 = •.:.,. • .-- • PROGRAM : Generalframe*Analysis,u1:27 .. PAGE NO. 1 „ ‘••■ ,,', .. , % . ,”. HUNT & .JOINER,411:;' . TIME : Thu, Mar 08 13:12481990 308 :..pflOny'pLOOpoppltickER .,..- \--- , RUN : CANT c0Lvilt4OpHnis:Ok. Units 1 6, 2 1 15;000: 0 ' XR 3 30.000 0 'I( /In, Units Deg 1 1 2 15,000 0 1 2 2 3 15.000 0 1 FORMATI.011 NODE NODAL " SUPPORT CONDITIONS NO ¥ CODE PX STIFF FY STIFF. M STIFF E L E M E N T T INF:ORMATI 0 N ELEM 'NE PE ELEM ..: BETA PROP NE . PE NO NODE f.NODE LENGTH : 'ANGLE TYPE HINGE HINGE K K PROPERTY IBFORMATION PROP SECTION NAME MODULUS AREA DIST L=== Units : K /In 2 1:2 fr,4 Et 1 1S6X6X,n 3,30C .... LPD ::1D nr, :i!SE TY'E S'!S PEC w Uflts /Ft K F. Et-r, /;.; Description : WIND Element List : 1-2 1 1 UNIF GLO FRAC 8 0 0 -0.01 0 E 1.00 0 -0.01 0 Description : BM U REACT Element List : 2 2 1 CONC GLO DIST 8 1,00 0 -0.10 0 Description : BMW REACT Element List 2 3 1 CONC GLO DIST 8 12,00 0 -0.10 0 BY DATE • CHKD. BY •DATE. PROJECT • / 2. 72- D - 2 0 /'/z•O P T3 G Y C.• x' , FP .r .t rte/.., c. / S .' S A: ." d ct' 3 !Z! S , L. 7 L C (LJ , a ca C.. NJ, .7T & J O I N E RC N SU:L T I N G. E N G I I J E E R S SHEET-NO. OF. ..:.: 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75 PROJECT NO r5 R 5. FG,r_.ni EN rS to A. fa X LS % rte 2. /J bk ow (2.0 /2 �cca y 2 3 . PROGRAM .: General Frame Analysis, v1.27 - . : : . . PAGE NO. 2 ABNTAADINEOINC,.. ' '. '::: ' 08 13:24:00 1990 PARKWAY PLAZUSHAPPING :!CENTER- i',.. , , . ' '' -.'.' • ' ' ' ' ''' . . ,. . ... , • ., RUN :: CANT COLS AI :MARSHALS STOREA 2FT:COL" .. . . ' NODAL DISPLACEMENTS LORD NODE COMB NO DX DV ROTATION Units ; In LOAD COMBINATIONS: COMB 1: 1.00 X CASE 1 1 1 0 0 0 2 0 0 -0,0892 3 0 -0.4207 -0.1932 E L E M E NT ELEM LOAD NODE SIGH CONVENTION BEAM DESIGNERS NO COMB 110 AXIAL SHEAR MOMENT : MOM/DEFL DIST Units K K K -Ft K -Ft /In Ft LOAD COMBINATIONS: COL 1 l.00 x CASE 1 2 8 -0.1702 i3O20 0 -0.3282 -2./200 0.03S ii 0.5200 ACTIONS NODE LOAD NO COMB PX PY MOMENT Units ; K K K -Ft 1 1 0 0.1782 1.0788 2 1 0 -0,8482 0.0000 PROGRAM : ,Gen01;FriiMe Hot &;i3 000R ,3013 RUN : C8NrCOLS:;(1)91OR COL I D A . L ' ' I N F.041 0 A T N NODE NODAL 61111ADINATES 'SUPPORT CONDITIONS NO X. ' Y CODE '11 STIFF . FY STIFF . M STIFF ELEMENT INFORMATION ELEM .11E , PE ELEM BETA PROP NE PE HO NODE NODE .LENGTH ANGLE TYPE HINGE HINGE 2 I TS6X6X.25 Units :.Ft Deg 2 15,000 0 1 3 12.000 0 1 r.c PROPERTY INFORMATION PROP SECTION , NAME MODULUS AREA t 01ST Units K /In 2 In2 29000,00 PAGE NO. 1 TIME : Thu Mar 08132219 1990 ELEME1 .0hO .:JAD LUnU _JA) LASE TYPE SL i SPE L!ISI P: Unit:. Ft Y /Ft K /Ft Ft-K /Ft Description WIND Element List: 1-2 1 .1 UNIF GLO FRAC 0 -0.01 E 1.00 0 -0.01 Description : BM 11 REACT Element List = 2 2 1 CONC GLO DIST 0 1.00 0 -0,20 0 Description : BM W REACT Element List : 2 3 1 CONC 610 DIST B 9.00 0 -0.20 0 T6( l.c:r 4=S k /■-C ttr BY DATE CHKD.'. DATE PROJECT ra t/#C:∎ 0. 1 = ►%f Y 2 b a 92- /,/ e G ,) (s / . 3 ' . J . V /"/ . 4//(/Goo us) o = e5.ce/ 7 & JOIN ER( IN;:C: 0 N S U;L T I ~N G' E.N G 1 N E E`.R S r' SHEE NO....,¢ OF 4300 N CENTRAL EXPRESSWAY • DALLAS, TEXAS 7 PROJECT NO.' ti HAUNT & JOINER I C BY i DATE C O N S U L T I N G E -N G. I ;N . E E. R. S sHeE ► rio ••;x' o CHKD. BY I DATE 4300 N. CENTRAL EXPRESSWAY ■ DALLAS, TEXAS,75206 PROJECT NO. GCSE c(, 641c C3/z6 c t. /loon ex tz:s � d ' ✓ & / (P , , e. 9 Z. y i �c �v / . c.e 1 A- �. . G 7/ /G vv oc) D 3> 3 L 7 - Y�s0 1 . 600 oczcJ J2 er / .v yi 9' C 15 te - 9.c. /J.) 3a 9 . A gcer.) . 7 _ n/ 3. 6 d d • .5" eo. -e7te4J c S H ' U N T & J O I N E R ( IN,C C O N S U L T I N G ; E.N`G I N 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS;75206 LsSE 2 4- // 7 c via > i v e- G. �, 75" (, 0 G 3) ( %B.) 24D t• 4."o a .�. 35 r -t /s 63 ¢') /L cc " " EXHInIT A LEGAL UL•StRIPT;Ot OF P A V I L I O N MALL THAI PORTION •0F THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TO4NSHIP 23 NORTH, RANGE 3, EAST, W.M.. 1N KING COUNTY, WASHINGTON, DESCRIBED AS F=OLLOWS: BEGINNING AT MORrHHEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST OuARTER ;,THENCE SOUTH 02'24'12" WEST ALONG THE WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER. A DISTANCE OF 894.47 FEET TO THE NORTH 'LINE. OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE TRUE POINT OF RECINNING; THENCE NORT 87'50'57" WEST ALONG SAID NORTH LINE A DISTANCE OF 177.29 FEET TO A LINE 36 FEET EASTERLY OF THE CENTERLINE OF SOUTHCENTER PAP.KWAY I FORMERLY 57TH AVENUE SOUTH; THENCE SOUTH 11'59'33" EAST ALONG SAID LINE A DISTANCE OF 322.74 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 107.24 FEET, AN ARC DISTANCE OF 141.96 FEET THROUGH A CENTRAL ANGLE OF 75'50'36" TO A LINE 36 FEET NORTHERLY OF THE CENTERLINE OF SOUTH 180TH STREET; THENCE SOUTH 87'50'09" EAST ALONG SAID LINE A DISTANCE OF 576.70 FEET TO A LINE 7+0.70 FEET WEST OF THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE NOPTH 01'51'39" EAST A DISTANCE OF 553.59 FEET TO A POINT SOUTH 01'51'39" WEST 50.00 FEET FROM THE SOUTHWEST CORNER OF THE TRACT OF LAND CONvEYED TO BRUCE E. NC CANN. ET AL, BY DEED RECORDED UNDER RECORDING NO. 7208170551;' THENCE NORTH 87 WEST 220.00 FEET; THENCE NORTH O'51'39" EAST 50.00 FEET; THENCE NORTH @7'55'02" WEST A DISTANCE OF 21e.09 TO A POINT 140.16 FEET EAST OF THE WEST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 02 WEST A DISTANCE OF 209.26 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF SAIO NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE NORTH 87'50 WEST A DISTANCE OF 140.16 FEET TO THE TRUE POINT 'OF - B'EGIN^IITC, TOGETHER W1TH A NON- EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND 'ACROSS A STKIP OF LANG 50 FEET IN WIDTH DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO 186 CORPORATION BY DEED RECORDED UNDER RECORDING 4O. 7111100109; THENCE NORTH 87'55 WEST A DISTANCE OF 660.70 FEET; *THENCE SOUTH 01'51'39" WEST PARALLEL TO ANDOVER PARK WEST A DISTANCE OF 50.00 FEET; THENCE SOUTH 87"55'02" EAST A DISTANCE OF 930.70 FEET TO THE wEST MARGIN OF ANDOVER PARK wEST; THENCE NORTH 01'51'39" EAST ALONG SAID WEST MARGIN A DISTANCE OF 50.00 FEET TO THE SOUTHEAST CORNER OE SAID TRACT OF LAND CONVEYED BY RECORDING NO. *nu to0109; NORTH 87'55•02" WEST ALONG THE SOUTH LINE OF SAID TRACT OF EOINUFILIK`1gII0STA?ICE OF 270.00 FEET TO THE POINT OF BEGINNING. MAR 2 3 5330 PERMIT CENTER EXHIfIT A LEGAL DESCRIPTION OF PAVILION MALL THAT PORTION•0F THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND THS NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TO4NSHIP 23 NORTH, RANGE 3, EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE MORTHEEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER ; ,THENCE SOUTH 02'24'12" WEST ALONG THE WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER. A DISTANCE OF 894.47 FEET TO THE NORTH'LINE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE TRUE POINT OF BEGINNING; THENCE NORT 87'50'57° WEST ALONG SAID NORTH LINE A DISTANCE OF 177.29 FEET TO A LINE 36 FEET EASTERLY OF THE CENTERLINE OF SOUTHCENTER PARKWAY (FORMERLY 57TH AVENUE SOUTH); THENCE SOUTH 11'59.33" EAST ALONG SAID LINE A DISTANCE OF 322.74 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 107.24 FEET, AN ARC DISTANCE OF 141.96 FEET THROUGH A CENTRAL ANGLE OF 75'50'36" TO A LINE 36 FEET NORTHERLY OF THE CENTERLINE OF SOUTH 180TH STREET; THENCE SOUTH 87'50.09" EAST ALONG SAID LINE A DISTANCE OF 576.70 FEET TO A LINE 740.70 FEET WEST OF THE EAST LINE OF SAID NORTHWEST QUARTER of THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE NORTH 01'51'39" EAST A DISTANCE OF 553.89 FEET TO A POINT SOUTH 01'51'39" WEST 50.00 FEET FROM .THE SOUTHWEST CORNER OF THE TRACT OF LAND CONVEYED TO BRUCE E. HC CANN, ET AL, BY DEED RECORDED 'UNDER RECORDING NO. 7208170551;' THENCE NORTH 87'55 NEST 220.00 FEET; THENCE NORTH 01 EAST 50.00 FEET; THENCE NORTH 07'55'02" WEST A DISTANCE OF 216.09,FEEJ TO A POINT 140.16 FEET EAST OF YHE WEST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 02 wEST A DISTANCE OF 209.26 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE NORTH 87'.50'09“ WEST A DISTANCE OF 140.16 FEET TO THE TRUE EOI NT 'OF - BE • G INN ITS . TOGETHER WITH A NON- EXCLUSIVE EASEMENT FOR INGRESS AND E4RESS OVER AND 'ACROSS A STRIP OF LAND 50 FEET IN WIDTH DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO 186 CORPORATION BY DEED RECORDED UNDER RECORDING NO. 7111100109; THENCE NORTH 87 WEST A DISTANCE OF 660.70 FEET; .THENCE SOUTH 01 WEST PARALLEL TO ANDOVER PART. WEST A DISTANCE OF 50.00 FEET; THENCE SOUTH 87'55 EAST A DISTANCE OF 930.70 FEET TO 7HE WEST IARGIN OF ANDOVER 'PARK WEST; THENCE NORTH 01'51'39" EAST ALONG SAID WEST MARGIN A DISTANCE OF 50.00 FEET TO THE SOUTHEAST CORNER 01 SAID TRACT OF LAND CONVEYED BY RECORDING NO. 7111100109; THENCE UKWILA NORTH. 87•55 HEST ALONG THE SOUTH LINE OF SAID TRACT OF L' AND AA CI F _gJ1Viic $CE OF 270.00 FEET TO THE POINT OF BEGINNING. MAR 2 3 1990 PERMIT CENTER Trammell Crow Company February 21, 1990 City of Tukwila Department of Community Development 6200 Southcenter Boulevard Tukwila, Washington 98188 This letter authorizes Hodges and Associates to submit plans for Parkway Plaza Shopping Center on behalf of it's owner, Pacific Northwest Group A of which Trammell Crow Company is a joint venture partner. Any questions regarding the plans should be directed to Hodges and Associates at 214- 387 -1000. Sincerely, TRAMMELL CROW COMPANY obert C. Smit Retail Partner RCS /ms ct0221rs cc: Paul Patrick, Hodges and Associates STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) . ...;.• ... .1.4••• at WI . . 1141.1. Wage<i.YLtSLyeLY06WJM111 RECEIVED FEB 2 6 1990 Signed and affirmed before me on k n.r , )) x ,1990 by t b 14 l' . i5rn11i RECEIVED CITY OF TUKWILA MAR 2 3 1990 PERMIT CENTER 5601 Sixth Avenue South P.O. Box 80326 Seattle, Washington 98108 206/762 -4750 Fax: 206 /763 -9871 otary Public in and for the State of Washington Residing at Mercer Island. My appointment expires 6/20/92. Trammell Crow ompany Sincerely, February 21, 1990 City of Tukwila Department of Community Development 6200 Southcenter Boulevard Tukwila, Washington 98188 TRAMMELL CROW COMPANY obert C. Smit Retail Partner RCS /ms ct0221rs STATE OF WASHINGTON COUNTY OF KING r..,i..•.. •. • ... • i.4 •...'..L .I. .6A • a:.:...1.. :•4::w. w•vb.? L1.'NLiY1M64fMNWAafasibllaWaa \71Y Y RECEIVED FEB 2 6 1990 This letter authorizes Hodges and Associates to submit plans for Parkway Plaza Shopping Center on behalf of it's owner, Pacific Northwest Group A of which Trammell Crow Company is a joint venture partner. Any questions regarding the plans should be directed to Hodges and Associates at 214- 387 -1000. cc: Paul Patrick, Hodges and Associates ss. Signed and affirmed before me on kClrinry a1 1' , 1990 by t ) herd l' . RECEIVED CITY OF TUKWILA MAR 2 a Nan PERMIT CENTER 5601 Sixth Avenue South P.O. Box 80326 Seattle, Washington 98108 206/762 -4750 Fax: 206/763 -9871 otary Public in and for the State of Washington Residing at Mercer Island. My appointment expires 6/20/92. PROPERTY OWNER Trammell Crow Company • e PHONE 76 -4750 ZIP •CONTRACTOR ADDRESS 5GOLS'. . : -. • • a . 0 • . I • . • • ZONING: BAR /LAND USE CONDITIONSDYes GcJ No PHONE • ADDRESS 162 Ea 1...- d -, - - , ! • WA. ST. CONTRACTOR'S LICENSE # LUMPKI *2428F EXP. DATE 12 -2 3�i) ARCHITECT Hodgsso iates es & A PHONE - - i II • ADDRESS TYPE OF CONSTRUCTION: UBC EDITION (year)88 SETBACKS :_ _ S _ E - W _ FIRE PROTECTION: OS. rinklers 0 Detectors N/A UTILITY PERMITS REOUIRED7rn Yes 01) N o (through Public Works)_ ZONING: BAR /LAND USE CONDITIONSDYes GcJ No l and DATE: // ; , 2•:' /Q9 CONDITIONS (other than those noted on or attached to_permivplans): COMPANY: L zei�,AA.�•, /--7c - AF PROVED FOR BUILDING BY: etee,2 „64 OFFICIAL DATE: - y , - I hereby certify 1 at I have read and mined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for obtain this building permit. SIGNATURE: �� l- .0 �' l and DATE: // ; , 2•:' /Q9 PRINT NAME: �j�' //�� / ci COMPANY: L zei�,AA.�•, /--7c - CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION (206) 433 -1849 BUILDING r - � 2 PERMIT NO. O ! DATE ISSUED: /;-� z z — c 0 1290n So nth _ -n _ r Po PROJECT NAME/TENANT Pavilion Outlet Center DESCRIBE WORK TO BE DONE: Reroofing and entry canopies. USE TOTA CERTIFICATE OF OCCUPANCY NO. 1:SUILU1F U FitIiMl I (POST WITH INSPEC ..ON CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: PLAN CHECK 1/90 -145 I DATE ISSUED: TOTAL • 1.638.50 FEES .65q5 AMOUNT RCPT N DATE 990.00 5 J3 CD 644.00 693 1123-9n • fS 5 )5 q0 •••R S PROJECT INFORMATION SUI - M • •T• U ON• ?nn ASSESSOR ACCOUNT I 352304 - 90.1 - TYPE OF Li New Building ■ Addition PA Tenant Improvement (commercial) ■ Demolition (building) ib1 Grading/Fill WORK: D Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: CODE COMPLIANCE SQUARE FEET SQUARE FEET OCC. LOAD SOU RE FEET 0CC. LOAD 0CC. LOAD SQUARE FEET occ. LOAD TOTAL TOTAL SQUARE FEET OCC. LOAD I occ. LOAD This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. • Building Code: City of Tukwila GENERAL NOTES 4. Design Live Loads: Roofs 25 psf Wind Load 20 psf Seismic. Zone 3 Foundations: Fl These foundations have been designed using an assumed allowable soil hear- ing value of 2,000 psf for spread footings/grade beams. Verify soil bear- ing capacity with geotechnical engineer prior to footing construction. F2 All footing excavations shall be inspected by a geotechnical prior to con- crete placement. F3 All footings shall be locted a minimum of 1'-6" below finished grade. F4 Geotechnical engineer shall be consulted for all soil site preparations required, including surcharging. F5 Concrete slabs shall rest on 4" of crushed rock or 6" of granular fill. All additional fill material required shall have a maximum plasticity index (P.I.) of 12, a maximum liauid limit of 30, and shall be compacted in lifts not to exceed 8" in thickness to a density not less than 95% of Modified Proctor density (ASTM D-1557). F6 Grade beam and footing dimensions and/or loeations may not be altered with- out approval by the engineer. Concrete: Cl Concrete work shall be executed in strict accordance with the latest American Concrete Institute Building Code (ACI 318-83). ea Concrete tpneifiestisas chsii be as follois: Portland cement sha 1 conform to AS t - 50. Aggregate shall conform to ASTM C-33 (H.R.). izeciota.e. sPec-141... ((A c Sec, 30.) 1 Structural Steel: C3 See architectural and mechanical plans for verification of all depres- sion, openings, cast-in-place accessories, etc. C4 Job site conditions shall be verified by the contractor prior to the fabrication of materials. C5 1-1/2" deep sawed or formed control joints shall be provided where shown on the Drawings or so that the total area enclosed by such joints does not exceed 250 square feet. C6 Shear connections shall be Nelson fluxed shear connector studs or approved equal. Studs shall be automatically end welded in the shop or in the field. All stud welds shall be made in accordance with recommendacions of the Nelson Stud Welding Division, Lorain, Ohio. Shear connectors shall be manufactured of C-1015, C-1017, or C-1020 cold drawn steel ccnforming to ASTM specification A-108-53T. C7 Concrete anchors shall be Red Head Self-Drilling Concrete Anchors or Red Head Flush Concrete Anchors as manufactured by the Phillips Drill Company, Inc., of Michigan City, Indiana, or approved equal. Reinforcement: RI All reinforcement shall conform to ASTM A-615 Grade 60. R2 All welded wire fabric shall conform to ASTM A-185. R3 Reinforcing steel shall be designed, detailed, fabricated and placed in accordance with the latest ACI Detailing Manual (SP-66), and CRSI Manual of Standard Practice. R4 Corner reinforcing bars shall be used at all corners and intersections. See typical detail. R5 Splices in reinforcement shall occur at points of minimum stress and lap 30 bar diameters minimum unless noted otherwise. R6 Except as provided in the ACI Code (318-83), all welding of reinforcement shall conform to "Recommended Practices for Welding Reinforcing Steel, Metal Inserts, and Connections in Reinforced Concrete Construction". (AWS 012.1). R7 Lap all welded wire fabric 8" minimum. R8 Provide one #4 e 4'-0" diagonal bar at all re-entrant corners. See foundation plans. Si All structural steel shall be ASTM A-36, except tube columns which shall be ASTM A-500, Grade B and steel pipe columns which shall be ASTM A-53, Grade B. S2 Steuctlital steel shall be 'detailed, fabricated, and erected in accorlance with s.I.S.C. specifications. h ,, •:- ,- ,.'.• ,.-, --se ,,,, e'e--,. , ..e ..S e'ae , "qVft , ‘ , ' 14,...'.4, f....itii!; ;,; f.r.VC''' , ... 1 `,1 Y, :'„,',`.:.,S'Q ''' ''.,',' ''. 'f, :,, ,. ', ...".!'' , .;..,r-..' . . , .' ',:'," : Y ,, l ', ..,.., .r..t..,....... ,........L.Lrc-,y,1 '..:.....,:".',. . . ' ' • ".,. r . .....;,.....,.. .. A 2 :2,..: ' --: `': .-:... :i .f.. t ." :.' r:..., p ' ,,: .:.: . t...,;. '. 1:::i......., ' Z..........:...:--::. -L—.....:........4; ..-'----:.-:............:....J..: ' '-') . , •,, - ., , i . „ . ,2 ?, „ . , . v,..:,,,.. S3 All shop and field welding shall be executed in accordance with the latest edition of the American Welding Society specifications. S4 Shop connections shall be welded unless noted otherwise. Field connections shall be as indicated on the drawings. S5 All erection bolts shall be ASTM A-307. All permanent bolts shall be ASTM A-325. S6 Design of connections shall be performed by the fabricator under the supervision of a registered engineer. Connections shall conform to AISC specifications, and shall be capable of supporting the maximum load of the member for the span shown and the material specified. S7 All welds shall be performed using E70 electrodes. All fillet welds shall be 1/4” unless otherwise noted. S8 All structural steel, except embedded items, shall be painted with one shop coat of rust inhibitive paint. Wood Framinv: WI All beams, +lins and ledgers shall be kiln dried #2 grade Douglas Fir lin an allowable bending stress of 1,250 psi minimum. All other framing may be #3 grade lumber. W2 All glued lainated wood beams shall be manufactured in accordance with the latest A.I.T.C. specifications, and shaU have a minimum allowable bending stress of 2,400 psi and a minin.um Modulus of Elasticity of 1,800,000 psi. W3 Posts and/O columns shall have an allowable compressive stress parallel ti) grain of 900 psi (min.). W4 All prefabiscated connection hardware shall be manufactured by , the Simpson Company or approved equal unless detailed otherwise. The type h Igor used and its installation shall be as recommended by the man 1 'acturer for the size member and applied load supported. EiY2t121.22.91. P1 Roof decki 3 shall be 5/8" thick C-D plywood with exterior glue and s 11 be manufactured in accordance with the specifica- tions of t American Plywood Association. P2 Plywood shee s shall be nailed to supports with 10d nails at 6" centers alon the perimeter and iOd nails at 12" centers on the interior of' he sheet. Ref. typical pier nailing detail. Masonry: MI All concrete block shall be ASTM C-90, Grade N-I, with a minimum compressive strength of 1,750 psi, average net area. M2 A11 mortar for unit masoniy shall be ASTM C-270, yie S, with a minimum 28-day compressive\strength of 2,000 psi. All grout should correspond to the renpirements of ASTM C-4 with a mini- mum 28-day compressive strength of 2,000 psi. Potlan4 cement (ASTM C-150) shall be used th all mortars and groit instead of masonry cement. M3 All concrete masonry tasted in accordance with AS.'M E-447 shall have a minimum 28-day compressive strength of 1,5)0 psi. M4 All head and bed joints shall be completely fill(d with mortar. All reinforcement shall be completely surroundedby mortar or grout, and shall have a minimum mortar covering ef 5/8" from the exterior face. J M5 All vertical cells, bond beam, and lintels cOntsining reinforcing bars shall be completely filled with grout. Masonry walls shall have cured to a sufficient strength, or shall 'be adequately braced and shored, to resist the lateral pressure ofitte gr ut during placement. Shore all horizontal masonry beams end 1 ntels for 28 days after grouting or until the masonry reaches a crpressive strength of 1,5u0 psi prior to removing the shores add braces. M6 A continuous bond beam shall be placed at 4' on center and as the top course of all concrete masonry walls unless otheraise detailed. The bond reams shall be reinforced with 2 - #6., Vertical wall reinforcement shall penetrate 6" minimum intothe bon.) beams. 1 • M7 Place 2 - #5 vertical bars at all masonry wal intersections and corners, and at the ends of all masonry %I us. M8 Ref. lintel schedule for typical masonry lin 1 reinfarcement. Extend reinforcement 2'-0" min. beyond each nd of liitel. M9 All horizontal joint reinforcement shall be abricatei of galva- nized double 9 gage wire as required conforming to ASFM A-82. Lap all horizontal joint reinforcement 6" mirimum. M10 Provide temporary bracing and shoring for al masonry walls to resist all lateral loads during construction until the masonry has been properly anchored to the building struc and has reached a minimum compressive strength of 1,500 psi. i BID SET NOT FOR CONSTRUCTION DATE 3-2-90 • ....11„ • g Ali ;4 u ,0 1; 't 0 6 0C) e fre`' H & J No.: 90003 HUNT JOINER, INC. CONSULTING ENGINEERS •..s 0 0 N. CENTRAL EXPRESSWAY. SUITE 205 OALLAS, TEXAS 214-823-4197 .14kure14A , , I 24 project no drawn T.S.D. Li 3-8- 28 Day Strength 3,000 psi 1 io MS INCH 1 2 3 5 6 7 8 NOTE: If the microfilmed document is less clear than this nstice, it is due to the quality of the original document. RECEIVED CITYOFTUKVVILA MAR 23 1990 PERMIT CENTER sheet S. of data 01/17/90 41, AF 45081 NOT TO SCALE , r- 102 PARTIAL SITE PLAN OPTIO . A SCAM 1 -i1• telE F t- f4•tN -" or tPpt t�t� 1 4* ' J - n'P. EERE t P PAR PAf MO& oPvcx PAR ALt.. c.JTY ANP WEAL RgEEMEEMEr 1 RESERVED PARKING fir•3 %: •.C`u:,Li•: N :}:..::'s ;•�."Yi'..Y".G:C' 7R;r'�,1�!':k . n "y`;;ry,%A/X,+e .n. !x• I I�I�IIIJIII`IIIIIIJI'IIIIII 0 le THS INCH 1 Oc 6Z 8C GG 9z sC IIIIIIIIII IIIIIIIIIIII IIy i •ate:. 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ON` BLUE BACKGROUND BACKGROUND WHITE, EXISTING PARKWAY PLAZA SOUTH BLDG TOWER K1 REF.: K /k5 It$0c1 '� KL? TOWER K,2 TOWER 1(3. REF.: K!A -5 REF.: K /A -5, 5 X1e01t4air evlire t CAE) IEWEI:EStE E E tbg I3 WvioNti \w \•: r: .Y egir: J6, IEt it Pali p•C-M AJ L • • 103 EX P. JT. DETAIL SCALE: 1 1 /2 " =1' -D" face.Arg. 0.4or" EXIST 411 - MA' ti4 cot.ich .141 ,. , W/ L- II6 ri>4. I tAl/ i' i'_:. I C I G?, .etiLiwpFis. - T0 ; J 1 0 9 E PLAN OPTION B SC ALE: 1 = 3W.O , ;Z ! PVC CAl ON (i (f) f .- ''r 1 4 Ti! x 1 1! 1•r FIELD VERIFY. ALL DIMENSIONS OF EXISTING CONDITIONS. DTNEN81ONS .PROVIDED FOR EXISTING :CONDITIONS ARE FOR DESIGN PURPOSES ONLY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT IF ANY DISCREPANCIES OCCUR. ' CONTRACTOR IS RESPONSIBLE FOR COOR$INATING . THE WORK-IN SUCH A MANNER TO ALLOW EXI8T1Nt : TENANTS TO HREMAIN OPEN DURUM C0NSTRUCfIOW. VERIFY LOCAL CODE AND ORDINANCES. PROVIDE TEMPORARY BARRICADES WUBNEVER REQUIRED TO INSURE THE SAFETY Q1',TENANTS AND ` CUSTOMERS DEMOLITION REQUIRED TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS IS A PART OF THE GENERAL CONTRACTORS RESPONSIBILITIES ALTHOUGH ALL CONDITIONS MAY NOT BE SPECIFICALLY DETAILED IN THE DR,AWINGS 6. INFORMATION SHOWN IS "EXISTING" ON THESE DOCUMENTS IS BASED ON VISUAL INSPECTIONS. IF CONDITIONS ARISE WHICH REQUIRE MODIFYING ANY DETAILS ON PLANS, THE CONTRACTOR SHALL REQUEST INS'T'RUCTION FROM THE ARCHITECT BEFORE PROCEEDING. 7. CONTRACTOR TO PROTECT EXISTING STOREFRONTS DURING CONSTRUCTION. 8. KEEP SIDEWALKS CLEAN IN AREAS AT ALL TIMF4. CONTRACTOR TO REMOVE CONSTRUCTION DEBRIS WEEKLY. STOCK PILE OF DEBRIS ON SITE IS PROHIBITED. 9. IN AREAS WHERE NEW SIDEWALKS ARE BEING POURED OR SIDEWALK IS BEING REPLACED TO ACCOMMODATE NEW COLUMNS, CONCRETE SHALL MATCH ADJACENT SIDEWALK. 10. ALL NEW STRIPING FOR PARKING AND FIRE LANES SHALL BE PER CITY REQUIREMENTS. 11. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING WATER, IRRIGATION, SEWER, AND UTILITY LINES PRIOR TO EXCAVATION FOR NEW FOOTINGS. 12. GENERAL CONTRACTOR IS TO VISIT THE PROJECT SITE, INVESTIGATE ANT) BECOME FAMILIAR WITH ALL EXISTING CONDITIONS, iINTERIOR AND EXTERIOR) PRIOR TO BIDDING THE PROTECT. ADDITIONAL COSTS WILL NOT BE AWARDED FOR EXISTING CONDITIONS WHICH ARE VISIBLE AND /OR CAN BE REASONABLY ANTICIPATED. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE AWARD . OF THE CONTRACT, . 13. ALL WORK IS TO COMPLY WITH PROVISIONS, ALL APPLICABLE CITY AND STATE CODES AND STANDARDS. 14. GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS, FEES AND CERTIFICATIONS FOR OCCUPANCY. 15. GENERAL CONTRACTOR TO REPAIR AND /OR REPLACE CURBS AND SIDEWALK DAMAGED BY WORK WITHIN THIS CONTRACT. 16. GENERAL CONTRACTOR SHALL COORDINATE ALL WORK BY UTILITY COMPANIES AND SHALL BE RESPONSIBLE FOR COMPACTION OF ANY TRENCHES THAT ARE PART OF THE PROJECT TO A MIMINUM COMP DENSITY OF 92% - 95%. . ALL SALVAGABLE MATERIALS REMOVED DURING DEMOLITION SHALL BE RETAINED BY THE OWNER AT HIS DISCRETION. CONTRACTOR SHALL BE RESPONSIBLE FOR. SALVAGING AND STORING ALL SUCH MATERIALS. 18" BUILDINGS "Ai" AND "B" SHALL BE "SHELL." STRUCTURE ONLY UNDER THIS PERMIT. TENANT IMPROVEMENTS OF THESE BUILDINGS SHALL BE PERFORMED UNDER SEPARATE PERMITS. 19. FIRE PROTECTION SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS. 21. HEATING AND VENTILATION FOR EACH TENANT AREA TO BE IN ACCORDANCE WITH UNIFORM B G CODE AS MODIFIED. BY CITY, OF SHALL BE INSTALLED UNDER SEPARATE TENANT PERMITS. otroori P114, y µ•^sH�.r�: +T•r!•'Y� A�.^;.ri't-. mrxr. n•: w+, m-. mo• � •s+r+- "�4dP�9f�lr inn WA. REG. NO.5224 oz; drawn cf) uo (1) t3` '00(1) sheet project no 8935 ggreevii QsioIns ., • \ �•�„v 7UKw1EA -- #1 MAR 2 3 x"90 FERr1RI r CENTER date ard 011- re- AF 4 SO1 B Jors A SCALE 1/4• 1-0• 4 reerl-A-c-e r_eadif20.c). vLb.g - pdt-ru.14,31-1 ec.91.-vg- err Are-e4-0 1001 SOUTH ELEVATION SCALE: 3/32' = V-0' 1/1■■•■■•••■■• rMtJ1 e-'> r/4-1/6- cr4J 1002 WEST ELEVATION SCALE: 3/32 = V-0" ELECTRICAL NOTES: EXTEND EXISTING 120 VOLT SIGN CIRCUIT TO NEW SIGN LOCAT)DN. EXTEND WITH 1/2" C 2#12, #12 G. @ 20'-0" QC. INSTALL 3/4" EMPTY CONDUIT 6" MIN. BELOW ROOF DECK. RELOCATE EXISTING SIGNAGE FROM LOWER SIGN BAND PARAPET. EXACT LOCATION TO BE VERIFIED BY OWNER. NEW NEON SHALL REQUIRE A DEDICATED 120 VOLT, 20 AMP CIRCUIT, AS DICTATED BY POWER REQUIREMENTS, 1/2" C - 2#12, #12 G. POWER FROM NEAREST 120/208 VOLT PANEL. INSTALL 20 AMP, 1-POLE CIRCUIT BREAKER. CONTROL BY TIME CLOCK. CONTRACTOR SHALL SUBMIT WIRING DIAGRAM FOR APPROVAL PRIOR TO INSTALLATION. 2 .1 ffr 1 I 0 6,0 ' 1 •••■•••• P i ; II 1 0 ----- 4 41 - 1 1171._ .11 '1 ,„4 1 /SP '`tri or 4,0 4 1 11 1 1 , 1004 LNLARGED PARTIAL ELEVATION • , ,, • ;.:,t , , 'yr; ; •• ;-; P ••••■■ 44.4 ^Or ' ,111`, , );■ fbcc, -ratkivz> 1,14.4.) Tram Cra..10 c.4, pr.) -iit. i441. CeoLve Ak-, rag 4 "4 rt. JgJ rlf Wir, - oJ so....c.s- , -t-e-c-rfielc#1,1•Jare 414-J dr"--g- relLe' 0112-64.1.(:.6 Tai-J6a. 10" rat,L x.) txrt. or.A.47 --rb 6; t... A-1 J. r-r /7m.c.z-.7) LJLc .) tJ \AO-rt. 6.40.-ig..6.-z) LJJJ r..t\P>o44.- .4 /e." 4 1t . UI v . 4 0 ivai...1c) re:ac.).,a1E- Asv 21 ' pkftfaick:r42P. 1 .-Ie.LD 11.1a6 7r1 (P at4...ec.,.? 1 -dree-L., e /.9 13 f;F IJL c_overz.w rk Lize.c) f ,)c; .! .-7 .4 rtlq °P tiostJ, _ "" Al- qt-a"frilw. 'To rd r1i,p.r.-4-e--cieele, efri 4444-Ft") 1 SCALE: 1" it E-0` L 1007 SECTION SCALE: 1/4' a 1'-0• r'r 1005 SECTION 4.11.01111.S0011141111111=111111 ..010e.1111.4P 7 .._____ Tr ____ , 11 1 i 111 ,41 1, Illi 11 .1 11 ii 1; 1 4 [ 1 11 11 L. .... 14 I 7 of t Jt.44.1 0.1.41 rep fo/ritJc,ii, i e.41 PL-6:6 - r-fr. ':&ar /7* Hot.4010.4t.J , 2-e tio. -rp evRA-1 pfg rparioc..., . Jo.-: tie., -r-(p 0 r2 47iii- 4 . 7 0g. -pit, A-,1064Grg Ijr-* raL-/.. 1 006 - - croeiNico pre6r4014,0 IO44c..4607- coLare. (Of. evrlf.e..to.) ,' - m.4 14.0.04.14,..rge.row..a 4-1 t cot-44 Cp-ep. ‘prge./0:) / I lae...4 re.Z1r1061 HAI taAJ -1--0 1,...1ct2D Peer-te- ff-locz- r I I '1 1: ! II L- - - tf;g4-1051e..". f L eitee-4 _ ; 0624.0 41 pi rtb..."-x; Crb.1?..1 p,t-Ape, CONNECTION NOTE FOR TOWER POLES REF: 10041 Contractor is to provide anchorage of new tower cOluMns to the existing ro(hf framing members of the canopy. Field verify all member size, lengths, orientation, connections, etc. of existing canopy framing. Drawings of the proposed connection 'details shall be submitted to the architect for review and approval prior to construction CONNECTION NOTE FOR BANNER POLES REF: 1006 Contractor is to provide anchorage '6.1 new trA:ar columns to the existing walls and structural framing. Field verify types of wall construction and sizes and dimensions of structural framing members of the anchorage locations. Drawings of the proposed connections detailed shall he submitted to the architect or review and aPproval prior to construction. NOTE FOR NEW PARAPETS REF: 1101 -Pabst. sizes, lengths, connections,,ettor beneath new .wal*t information to arcLitect for veri 'uctural aaequac.4,Rtiz construction. ...owrarmilorasoomerroftarearres Pfr4-11- N -4 4 l'711`1 r A- 11 - 1 1 -- e 44 err k4 4._r atr 4L" 6 potiri14.6 to 1..A4 ftj ct r_ Fte.. r,- - 1,..11j rpeloe_ -- fi' AL 1 1 • , IhihIhhIthI1hI1hIh1hIhIhIh1hIh1hlh1hII1V.hl 11 111 1 1 1 1 1 1 1 1 1 0 " INC 2 • 3 4 5 6 7 8 NOTE: It the microfilmed document is less clear than this notice, it is due to the quality of the original document. k • 1 SCALE: 1/4' fs V-er 71111111111111111111111111111111111111111I1 9 t 10 11 WI 12 1 1003 oc 6Z 9e LZ 9Z GZ 4 73 CZ ZZ 1Z 0? 61- 91 LI 91 GI %'L Ct 1.1. 01, 6 11 0 11 1 11111111111111111111 1 111 , 110 1 1111 1 1111 1 1111111111 1 111 0.1 1 11 1 11111 11 11 1 d111111111111,111111111111111111111111111111111111111I11111116 , 11111111idilith1111111111110l1h111111111111111111111411111 - • .• • • I I i I I I 9 G 4 7 C OM 0 • . . . aoo•••..•...ftono•nw.r•w■w••••••.•••••+."■•'.•••••••■••••-•■•••■■■•••■•■••••■ lc 1 1 PARTIAL SCALE: 3/32" = 1%0' 11 1 4•01=1.. rj TT r. e -4,0" I / 1 1 A'fr I LARGEUPARTIAL ELEVATION NORTH 441 4 tr:s 1 , r 13 - • - • ' ' ' • • • - -L1;7 L., " • ■■•IrMul .•■•■■■•■••••••••■•■••••••••■■•14..M. 2.601;ie. 6,0‘="1 ` ( ;Ge)t_ala P .42e4-66-re.c., ELEVATION Jr P-0.1 I 11 11 1 0 4 1 1 1 2:.1 It 1 - 60 4 7'11, /Lk- • a ■■■•••■••■••••■111.0.04••■••••1111111•1.1 1 KEY PLAN 6 (t.4n-ag. -klef-- (F...e.r.. • f•_ cr BID SET NO—FORONSTRUCTION DATE 17 - -11.3 xppet..) p NN paci,i(> "A428,4./7 icic y r-->erejr frr. t94.-1 e. r1--uAre, 44-1, e-)4 c#14-11-.1 12 . / 7 WA.REG.140.5224 ozs revisions C1 11 1 0 i . ( F E 11 4 19., 0 date 5 "' • trammell crow company addition and alteration parkway plaza hodges & associates 1 • • - 71••- - „ .',0111 • *'" ' ' t"; 4 I 9" 4.; „„,A,"i,,, • ; ,; • ••• , I i" ". , •• k• '" , 2) • II p,F, Nref-tP-( _0 24-1 pk,r,F7 r15Lr 2.1 V j ' plc) ( SCALE: 3/8".=1*-0" .alIN 11 Z v o 1 tu,F;F: 1101 SECTION „„•.• ,---" ,---" ' E,sir IkaP!r-IGI ma' 1 4.1 Pf.sna rite.44:1 ro rtegA.64.4 THE. ;...1a icpar „ I ; ol ; SE AI AN1 - STAHTF.Ti — SEALANT - - PANEL CUT IND • /7 1102 DETAIL , 0 1 1•451/4 JO-x:94 ti-gc.P 6t A - (0 1100_ 647r-11:7111ot er4ct1J14 eler AR-E, Lirt 114(..fECT10.1 P-ef 6. 4 or orp, 4 `. •-••••."- 110* 11111/111111I1111 1 111111111111111 /1 11111111 111 0 16 n ' S INCH 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the vriginal document. pc 6Z Se Z.Z Field verify sizes, lengths, connections, etc. for beams located beceath new parapet walls. Submit beam information to architect / for verification of structural adequacy prior to construction. I J!L AA° . v 1LS tyrrt-, tr 6P-#.55e,ci.og) rk fitit rix-rre,t, itr-A PrtA F",•Z Esi t.0141 1 .-c41o 4 4 ef.foft. 1 4 I-04A • II P1r tc:Yrt, \ 1! Ili( \ motttommatitore■simon arta • I 14- SCALE: 3 /$" --.1 v - cr 1103 RIDGE DETAIL SCALE: NO SCALE — SE At AN I HE GI I ASIliN(.. . ----- IlAKEWAI SEAL ANT 1 / STARTEli 1 / FsI,A A 7 CUT //// 1104 DETAIL SCALE: NO SCALE Pc-EFINI Mt 1...-N414-104 ega lc) I rEcorlh C' t- \ -5 Lore , Norl, -st L- t2e.a- 1107 DETAIL ?- SCALE: 3 - ^" - " , " , "44 - .41•441. 1109 ELEVATION MM. 1111111 11111111 11111111 10 : "..••"" , • , , ' - •.,;:•••` . f--- FASTENER RECOMMENDED SEALANT SNAP-SEAM PANEL POP-RIVET "7' CLOSURE RIDOEIHIP FLASH --- 30 FELTS r-rrt. luvis ceP c5f7E(..6, (fro‘it act-og.7) - r - F-e.krev et-oc, RazedterSt2 textv;Wf-ct-l • 11 "" 12 9Z Se +73 ee ee le 0? 61 St +,I el el H. 01, 6 a '. 9 G 1 " 7 110114 4 11114111611 H 110111 H 1 1WOUflIWO. 414111 4H 1111011 1H 1111111,14011 d 14 410111A11;114H1411114111111111111111111116111111611111616111H661111111A1111116111 1 1 . t-t— ----. Fcc.P1t--) t7M e 0 For+i -rb Pc orr- roAt-Ivg .•%6,6^5 Pg-oce r 1 '4444••••••■mimatotim......, 1110 DETAIL SCALE: 1"=1 , Fr 4 6 : 1; 11 Fee m. if 0 pt--(.' 644E.A11•411.1al ct- Ift _ <91.41-"o,c, frAsILV rir !%0 ro rywrzsi-1 gXKX, trJfv, C-;f-Gt.; - 145LA NA.1 Lt.r1-1(Ari el.."(1,4C? - SHEtsen- 1 44 27 OP acz4 .70-crA1rer=) 9/41.4-r lb ro,ert4-1 At:uw:or Nrrti5L„si r-AA:reri -1F ;ict.4*-461 en,r:--1) 0 A____a-c) vri Far, vEt-ic*f mit. Fa:pro-IC-I ite.r Getecce4.4q 6 &rP.4-4.vir-16-1‹.0"1,71 eF Itcor C,Acc 6PEe-E CeAcc.e ( 1108 pETAII. - - e.s:rok-EF1 4 1-19/ roP47 / M11 .. LATH 414 fr (LYk4L2 .17+6,-"srn-4 ,o4 f;(444441 s , 44:jos 4. Tfe e/1' 6:1-(rs. i.A14.r51:7 1.042.4.4 E 7 a'SIC. c.oLur--114 • '44 '4,1, ' '" h. "t 1"e ^ SCALE: 3"=1' 1105 DETAIL SCALE: 3=I'- 1106 S DETAIL 145.0 1/44.1o.4 5x1( v - r VII r4 " an 1,11 1 \MI Got;41 FL.m-,4411 r-Or, 1 ia5e/xiiy fze,11-tv-e '61.) c.,00r146 • • r Tr, trdfri,.. Ira:35 friA. diUTT5X. fro. 11.11 DETAIL I e 4 1 . 1 "r‘ffi l cf os&r. F4--11 wt‘ 11° ‘?? SCALE: 1 :? rf-m-411-1c- 45,14 ;AO-et-gas-TS Firlot4 14,22 1 474 WL.IP et„,c04444.; ii`6=t Pc' ' iverrpur DATE -1,49 o A.P1- ,...et..100 V+Z*W.At.4.441,.%4=4 MEW drawn WA.RES.N0.5224 project no 8935 revisions RECEIVED CITY OF TUKWILA 2 3 1990 PERMIT CENTER sheet A41 of PAVILION isulanumesimmoma date