Loading...
HomeMy WebLinkAboutPermit 6075 - Parkway Plaza - Building B - ShellAPPROVED FOR ` ISSUANCE BY: 'I ' - BUILDING , , OFFICIAL a examined this permit and know the same this work will be complied with, whether specified give authority to violate or cancel the provisions or work. I am authorized to sign DATE: _ �j C- I ' /� 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. U � - 15 I hereby certify t at I have read of law and ordinances governing this permit does not presume to regulating construction or the performance SIGNATURE: DATE: PRINT NAME: COMPANY: PROPERTY OWNER Pacific Northwest Group A /Trammell Crow Co. PHONE 762 -4750 ADDRESS 5601 Sixth Avenue South. Seattle. WA ZIP 98108 CONTRACTOR Lumpkin.LanstruMinn PHONE 329 -1129 ADDRESS 1627 Eastlake Avenue East, Seattle, WA ZIP 98102 WA. ST. CONTRACTOR'S LICENSE # LUMPKI *242BE EXP. DATE 12 -23 -90 ARCHITECT Hodges & Associates PHONE 214 - 3874000 ADDRESS 13642 Omega Road, Dallas, TX ZIP 75244 TYPE OF CONSTRUCTION: III -NUBC EDITION (year) SETBACKS: N - S - E - UTILITY PERMITS REOUIRED?b Yes ❑ N o t I publwc worwl FIRE PROTECTION: ®Sprinklers ❑ Detectors ❑ N/A ZONING: C _ M BAR /LAND USE CONDITIONS❑yes ) No 1,462.00 Ag,4 CONDITIONS (other than those noted on or attached to permit/plans): PLAN CHECK FEE 950.00 6452 3 -07 -90 BUILDING SURCHARGE . DESCRIPTION AMOUNT RCPT N DATE BUILDING PERMIT FEE 1,462.00 Ag,4 .Z5 q0 PLAN CHECK FEE 950.00 6452 3 -07 -90 BUILDING SURCHARGE 4.50 07 6:13•9 ENERGY SURCHARGE OTHER: TOTAL - 2,416.50 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. ( DATE ISSUED: 6, 23-9C 17610 Southcenter PY 252 395.0 PROJECT ParkwaY Plaza Buildin B ASSESSOR ACCOUNT # 3 - 9 00 5 - 81 TYPE OF ® New Building U Addition Tenant Improvement (commercial) Li Demolition (building) Li Grading/Fill WORK: ❑ Rack Storage CERTIFICATE OF OCCUPANCY NO. ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Shell construction of Building B - 4,950 square feet. ('()Of ('t)P.11'1 I/1tJ(:t USE -4 0CC. LOAD FLOOR 4 TOTAL SQUARE FEET SQUARE FEET 0CC. LOAD SQUARE FEET SQUARE FEET CCC. LOAD SQUARE FEET 0CC. LOAD TOTAL SQUARE FEET TOTAL MO. LOAD BUILDING PERMIT � (POST WITH INSPL., TION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CH FEES $515 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. DATE ISSUED: MIT N . • C NTACTED �V I (kt � , ��� DATE READY DATE NOTIFIED � G 0 BY: (init. PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING I I L ( p + _ - '3 ) 3RD NOTIFICATION BY: - ( )nit.) PLAN CHECK NUMBER ©� LQLi 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. LOAD SQUARE 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. - .' *J` -'1r *PUBLIC wows 0 OTHER C.PLANNING fa BUILDING - final review 4- I7 -90 G- 1(9 -90 INIT: FIRE PROTECTION: FIRE DEPT. LETTER DA ZONING: BAR/LAND USE CONDITIONS? f Yes j 1 No REFERENCE FILE NOS.: INIT:Veg MINIMUM SETBACKS: N- S-- I _ INt r: INIT: INIT: 4C>6 Inkier* JJ Detectors [j N/A INSPECTOR: 6 /� (year): CZ BUILDING - initial review ® FIRE 3 -90 REVIEyi+ COMPLETED { BUILDING PERMIT APPLICATION TRACKING PROJECT NAME MI t5dg SITE ADDRESS . --SUITE NO. • �- -3 -qD (ROUTED) LTANT: D ate N 'St4R.K ein bate Approved - 1968 Vcvv vvvurvv►rty+ wv►v►c1r rvflVV11 .ate 0+00 P �•+ D DESCRIPTION A AMOUNT R RCPT N E E7 BUILDING PERMIT FEE , 1 1,410Q,00 PLAN CHECK UMBER — 0 P PLAN CHECK FEE � � , ( (& 2 3 3 -'7- g o y BUILDING SURCHARGE i i. ENERGY SURCHARGE OTHER: I I CITY OF TUKWILA Department of Community Development • Building Division BUILDIK PERMIT APPLICATION FEES (for staff use only) APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department Of Community Oaveloproont prior to application submittal. Contact the Permit Coord!na!:r at 433 -1851 prior to submitting application. In a1 cases, a valuation amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT II the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is Issued within 180 days following the date of application shall expire by iknitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. H you have an/ questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES - 9-1-'90' COMMERCIAL . . ....• • • • .. ...." :;• 1 14C 1 C . S.TOROc.. 1 ! plivoloteleo!14,trii:■■*0.0 by a yi,shin awe wolimed +ilw•stolown asie. T plOpeoo '; • . • : : • . • ; • '.10.1a I fir ,Oilailaions . s by • yhtahIngtort.StabtSeentell oetroliesd building permit applicalion . • ; • iki!/# IflOs • • , • .1111 NOM: Ionia* dieristeasesa. of aida Nei eeff peps : • . • : • prink *OW* (one for Wire RESIDENTIAL SUE MITTAL CHECKLC3T citedrist for tool" e :•: COMMERCIAL rem': 1111 epolkatIon (one for each SMJCIUre • • • Use adjacent (common wall) tenant _ : Onsoslona.01buildIng:of.ecy.tere!eollef... Foor i ., eeeeeisienteithusWof each room labelled. • Elk da";*greas P"rns. wab 10 demolished. b. ltelating.erill. . :Cons Minden oniit e n showing wall Iconsauction and method of if stuu statehnsent for , lloor.endbellk!S NO TE: If any • elia),"IvikIs: .:. "4 ineer maybe iquifet1 olral wolf! is be done t so ic a ) . . • . ton El nsad Siroceirel by . se . . .... Anseieai*ainent: Nun Naffalk• describing existing :roof, malarial being removed, and • •• /4.0100! 4 • Two (a) . .or or pluM, which include:. El El • :" ... • . . :PP • • • • ' • • elk Siuiral slumpaf by • ealculabons slumped by I Washington SOW licensed ••••••• r flind . • ••• , . • • v • . • • ::: : • '••••::• • : • ; %,•• Y: • '• ; • • • •, • . . • •••• : " • . • • ;" • ' • 0(14#411.-Y. plilluastbst■gponioNe • : • . (ern lot toe sbuceure):,: •:.• ":•••••••::, . •'• .. . .• : • • 1••••••::• riser pion • Roof plan -- :":•4 semicolons (all *vs) !!:11uilding oross-seollon' 100 .E.P1. coc,* Chi • • . . • .... ••••.' * • III $)ISN01 el* pien end Way site plan may be combined. Sae oftfoldift 1 MWall M*maI 140911Iiiiiill and setb information may be reriifldi bailee ANIINNAMATFALM OP • P•i!' 'PP ••••":"... • • P•PP".*: *P'• • liPplieli0;:•1110 • I • • • '..•••••• • • . :�t'' dish) method of attachment a V4ashinglon State licensed one for each stricture) NOM: Hwy '40 to bedottb utility permit 000/Galion .-1 4#1 1 #0.1040.0. • ;; „,„; • • • ... ............. ..................................... ...... AM* MOfif Mandy. demi**, messnel being removed, and malipriat being . . : NOTE: A oeselloalAr lit* is rewired OM' to find hataction and sign- a. TO: PROM: OATS: SUSJICT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (200) 433-1800 Gary L. vanousen, Mayor 1‘2.- Pcxr#u )O RenoVcdio - C lcd ion.5 \Soa u ion of Co r1 tro c_ki oh is box d on f5u■ ;nn5 o moo. , \p r i \, 1 QY>q RZto...1 &hn O n1) pr i nk Wry d Ou'ild►n5 Pt c)6 Sui 1d'ini 13 ,q90 *54. CP35 X 01 (6S ro2dWye r = 4 30.5 4 F')uiId i ns P o ,F*o x .5 ` :19 3.00 valuotioi by+lein P.ermik SY5,ac) P1 on Q.k 35y.00 Sur Cli1c cc . . • .50 C o,1 cf 05 . MEMORANDUM 534.00 S ur Char �o I, 3(no.So back 0 S T. t 2 9 — 9 0 , . Lumpun IIIININAI towillacION FAX 329-1625 FHONE329-1129 1 iC4011, IP •• : 4:5'1 rtr • WI PAGES INCLUDING THIS COVER SHEET We are FanOillil n Mar lirm Silgualn cover Vent)! , 1•1••••■■■■ o For approval Romarkt, ••••■•• 11•••••10111 • Job Mabel M 0 N 1 7 : 04 •••• •■••• .1•■•■•• • 41 • usi 1J Pi your IIIQUISI 0 Approve0 as noted I:1 No a1)plovt(1 ft",tibirot ••••••■••••• t• •• I ••••••■ •■=01•••••••• *V ••••••••••• •••011 46 II IV. I VI re• I II • • •••••• I. I •••••• Code Slortild IN••■•■•• • •• 1•141 (0 • • • • WWI i• •• I VI. • Mil.• ••■••■•■••••••• P1.11 •••■•••••••••••■•■••■•••••••••■•■•• I • •IIIMS•■•••••••• wow II I • .••■••••V P . 01 FAX 4-3/- 360 ‘‹ TRANSMITTAL RECORD Dale 1 °0'1 Job Nima -Brgegieee.....11.___ Job NOW. ..RA CICNIAL- - nes,„oui, re› ••••••••■•■•••.........•'7 • . • ■11■40.41•MIM •■ t127 WNW Avows MI SestsIt Washington 18107 FAX (VO) 8211.11128 I2CI /811.112I FAY 329.1AM 3241.1194Ohnno • • ••••••••■■•••■•■• OST-29-90 MON 17:05 . 10-29-90 14:42 T—CUSTOM IRON 813 5833 #422 P03 OCT E9 '90 14 PSI/PTL SEA 7692926 • 11.141011111111 smog .................• 6......,. ,.•..•-... . 1„ .. i IMP III 0,06.11116.41.popipr,......,,„,,,,, , i . !. "6:16 . . . . ePP 01 04.1.. ■• • • •• At. ..-244.4i40141.-...,A9s.4 • • •■•• • • ....Mae.= 1.116 , ..0•• • 11 • I 1 IIIN/41•111110111161111..0.14.monesiPtivIllou. • .1 •ot •• • • 1:Je/eentelry Oravroiv..03 P . 02 2e2 • ...•••• •■•• •• •ol 1. • • Is •■ • • • I • . •• lo ram / .1. MD Of I •• • • • ge.0,4 r, e r. t icom w footAt,,,ii/ 74;e0NI IRT.,. . i • . - • Aewresm. * assiewgiiike.,44 ......4104040-4 N 4L•fattata...14,4•40 diri#14:4Yeiv. .W:44 .1.11.0MI atasulaba..e.k04-4CA,..., •Obe4eimirriot inrefeit44.0417,simr.. otOodovAlis ef4404/gArro4). . • • Aitei Apgar' 0 0.1PS•S• 44/0. • arAtao 04,.. .4 eirv .--42.- .•-•Yr 0- OmeAroNitivme, Aike.plomras .44ove vW . • .0f# dr...•••4Adloold-Oecreiv.0-44 • 4 44 e. r.efegigePtilAt. • .i11,09.C#Igooi..0AV4PAR1,44.44.,41.404 . c itAs r Aeon •.,.. gi -,140.-."44‘440 4404447 4001,10. AgA506,i440. 41:44. 06)00 t.4.144.1ge Veis ohoh. 0:#4. .0-Add•ic•44. . 4,10 ItO deo. WIPakd ••• • ••••••••••■•••••••■••••• ••■••••••••••• JI • I. • • • • I • • •OovalreVedocen,Were.. Afar'ardert.,, Dm i© -rte -Lao 1"P-e..42i o eas.L' K 1.dl..._ez z AMMO. Mai o c g c# r-Ll CO3tirr,r1° ?Rid e ail WeATFER -#Q 40_C ♦s■•• T9P AT AM AT PM .. ,,,I - , VA/G' } S egal oo�rtw►cro� , .I. / .4.0 4v .k' 4 ) =4(11 - 10-10 -91 03:33 6i F1;. 01v1 LUinflflN, :o 206 431 366: FIELD REPORT A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -8812 . J ? _=4W ATiN _„ d1a, 0 2 c 1 INSPECTION PERFORMED: • RESTEEL O CONCRETE FSONRY RUCTURAL STEEL LDING O BOLTS O OTHER LOCATION(S): / (' DER COPIES TO: � UM 7 " AX. � M.NT INSPECTOR: ty+a0«s 4 _fargy A. A. R. /p I tp—CIO SIGNED: PRIOR RRPORT N_ 3691 FR D FOOTINGS OCT Z 3 O AUGER CAST PILING 0 S LAB L UM PF. IN, MNS O OTHER _. V _ M _ O r� ■\'l G1 r\' PLAITING DEPT. OCT 1 0,j99 1 SUPPLIER O CONCRETE O GROUT O MO MIX NUMBER = ION STRENGTH CYLINDER REPORT NUMBER NUMBER OF SAM SLUMP - ' - ENT _ _ TOTAL CU TE TEMP. TIME CSC ABOVE ITEMS E IN CONFORMANCE WIN BUILDING DEPARTMENT APPROVED PLANS. O YES Data OP Plan MIfl bor REMARKS: IS�CC .Zt1+Z— '���L�lL_Cl...�.4�i.�1 TORY, INC. r X7,1 31 40 FIL,a�Go l / ADDRE S I Nay, OWNER BLDG, ZEH^Ff WEA�HER TEMP i A4 . , ENGINEER i Z/ xu` c ARCHITECT, n i J��PCM *see. , C.ONfRACTOR ,l,c�/w cc Xyel7 ( N °_ 3122 A.A.R. TESTING LABORATORY, IN --- ---_ PRIOR REPORT 31a/ FR Post Office Box 2523 11Nti (N t i! Redmond, Washington 98073 -2523 t f j TO A• yiApi /Il) ATTN: et) / .t,IdM,P u1 N' )647 1.4W. ‘5W I _ w4. 900.2. )NSPECT!ON PERFORMED: C] RESTEEL co CONCRETE MASONRY STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER — LOCATION(S): &b4. £ ° 100170 t ALL, 6/457- g SUPPLI MIX NUMBER CYLINDER REPORT NUMBER SLUMP AIR CONTENT d' YES O NO (206) 881 -5812 FIELD REPORT JUL 26 1 0 CONCRETE 0 GROUT O FOOTINGS O AUGER CAST PILING O SLAB WALLS O COLUMNS O OTHER 0 MORTAR ENG TH ._. NUMBER OF SAMPLES TOTAL CU. YDS. PLACED CONCRETE TEMP TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. Date or Plan Number REMARKS: Oporgaivoe, RE/t[OI bleat j Age43 woro 4eo ie . 'A) '& Deux -� COPIES TO: LuMRed^fi 19L)AIr J oi/.Jtc�2 INSPECTOR: HOO6> s RsSaL . ` Y #.4- i &c-t- C o A. A. R. TES 71)4.4)/ LA 6z-46. ,06.'r 7 zS -9' SIGNED. 4• -90 TIDE 1 1 : • • F' _ 0? TF9ANSI'.I I'T 7/. ....,..... - - - -- To l 14 P k t ti1 J Nc, WQ Aro riAm,rmitimi' BY for YQuvAjiv /Infpnu,ii,pn � i+ Fug Review Anti Crbmrnunt ;uu H"murk• • _1 NU rwuriOl rjn,,,ken l Mr+av Cn;rtetipny Nufuct ;] Am 9•.1 ;uu1.RAelii »i1 IN�t� C'•si sr a e1 ' HUNT & JOINER, INC, i C O N S U L T I N G E N G I N E E F I S i i e 4300 NORTH CI tuTHAL EXPRESSWAY • .ili r F 2f18 , 1 DALLAS, TEXAS 73 ?66 2 CA)( 2141873 1196 kMy...1,=)1.0)%4 5 lr rit lki411 I A) • /1 Sl i./4i 7'c► Pt Nti, /T ids 4 0 1 *ea 8 MI v.e J Delivery Service Overnight Courier AX Hand DeIwe•au Ow" Nap OM Nil NI w. w p1 d " 0 m i O L %1 gj . v.0044 F ,tq *0 r,,,,,•� -�-- -- <1( 7.A gig ,,. .7,/,.1 he o") 'kV ttr 2 " / ^ '► , N Ay / va /.J I/ sty► �, • .0W.. DATE .25=9(3 FILE NO. go- C6 / PROJE L(/ 42 2.... AP' ADDRESS /rAs y BLDG. PERMIT NO. d'NO S ''' OWNER WEATHER ✓R 2 e•eil.,! r TEMP AT AT AM PM ENGINEER f�u r �- S�.,vc R. ARCH, /72PO .s If- 04.5 A " - •- ■.t/( 0 . CONTRACTOR .1 ! J #I-1d /t ;) A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 To: rJ P / /it/ e ATTN: /(/G () r) A4 K rlr,3 K f■. 6 2■A !r /€ / 0//0/'4' ! el INSPECTION PERFORMED: FIELD REPORT EL ONCRETE O MASONRY UCTURAL STEEL e 'VEELDING O BOLTS O OTHER LOCATION(S): �� e ,C7�4, l v c e Tl.r1 c « d ttLdLet.7 /ON s // 2I & SUPPLIER fj j /• 5 MIX NUMBER O 9 CYLINDER REPORT NUMBER Z Z86 SLUMP 6 AIR CONTENT N_ 3312 PRIOR REPORT FR FOOTINGS O AUGER CAST PILING CAB O WALLS O COLUMNS O OTHER -...r To I e r r ST A UC / R:4 770 wee c 4E3- CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH3G>nt7 NUMBER OF SAMPLES CAST .T- TOTAL CU. YDS. PLACED / " 0 CONCRETE TEMP ‘ 2 1 /1.2 TIME Jo 4 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. AYES 0 NO Date or Plan Number REMARKS: 45 7t L e� 7i zi) e ae Zev, /i1 C y7. e Pre S COPIES TO LllNPIU N , IkU•T d 3D1 A1N_ INSPECTOR 14006E5 t ASSdC TIZAMMEU._ CRINJ1 A. A. R. TESTIN LABO TORY, INC. TUK,WILA 1311)6 D En V q- -cl o gIGNED: VL — DATE /o /6 - go 1 FILE NO. cse -.a� /��i�a 2-019 PROJECT /719.k K �� y /7300 CB c'r/, ti .•f../T r xfogieei. B7 PERMIT NO. a OWNER WEATHER oi,f./�eAtc0-' TEMP AT AM AT PM EM1EER • t c i i�T 9 4 /A/c,Z Z IG-es 9g- /4.ss, CONTRACTOR .t I .Pei If , .J . T'ic1 A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: , ) /'1. k. ATTN: ! t' .() 2 j A- f P A 1 4' L( ,Q . 9tg /D Z INSPECTION PERFORMED: O RESTEEL O CONCRETE O M ONRY TRUCTURAL STEEL WELDING 0 BOLTS O OTHER LOCATION(S): R4 T,o Gr-ti.2at ./ 71241-m /2 S SUPPLIER MIX NUMBER CYLINDER REPORT NUMBER SLUMP - • TENT 0 YES REMARKS: _ r4./Spec re t) e FIELD REPORT PRIOR REPORT N_ 3691 FR O FOOTINGS O AUGER CAST PILING O SLAB O� WALLS rE' - LIK MNS O OTHER C Cl CONCRETE 0 GROUT 0 MOR IGN STRENGTH NUMBER OF SAMPL TOTAL CU. = . - LACED ETE TEMP TIME ABOVE ITEMS E IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O Date or Plan Number Air' /I> 1 /jr/,' cr Qa l ite art c? vt T C2 o / A/ L) S axe r r" • COPIES TO: LUMPk1N #04 apikif-g INSPECTOR: �- HOD‘ES 40 19554e.... 'TX-rnm L1- CO2120 A. A. R. TORY, INC. /D- /fo-GlO SIGNED:. • / D 9'0 FILE NO. 4940 - aof PROPQ yte,-41.. y e/Az z fir /jyoo Sm e)7 - 1.7 . ./t ,. t M& BLDG. PERMIT NO. 4o7. OWNER WEA (iJ2.6 TEMP AT AT AM PM ENGINEER 1/A/7" 9g- t3) /A/ Q ARCHITECT � l? es ,4 / ass-glee . CTOR 1 LJ P n ; a+ -,l/Q TO: ATTN: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Was (206) 88 Ms? 7 G- ru E INSPECTION PERFORMED: SUPPLIER MIX NUMBER CYLINDER iEPORT NU SLUMP FIELD REPORT .. f i SEP 7199Q -581 NNING DEPT. O RESTEEL O CONCRETE O0 MSONRY 0 STEEL WELDING 0 BOLTS O OTHER #9R i , "r we•, s AIR CONTENT REMARKS: Se i /4 trig GA e 0 S . PRIOR REPORT N_ 3169 FR O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER O CONCRETE 0 GROUT O DESIGN STRENGTH NUMBER OF SA TOT CAST . YDS PLACED CONCRETE TEMP TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES NO Date or Plan Number COPIES TO LuMPP/N, Numr 35Act01L, INSPECTOR: f t i9$SOC . , - r L. 624a;) A. A. R. TES ABORATORY, INC. TlPtyl -#9 �GDb, ��T. -47c• SIGNED: : 1 ) V I 5 u 4! , . \? • 14/e ./c:40. ,e. • . . .. .... . VeRt7IC,A01.1... • , .., Al Aq Of 1 I I Cha 5: Ale / 1%!S,....4:‹i • • • , K.c./ 4 . . ftig),,e ' :iH•1 . ! •,T . t .. • • . 9 4 sr ..cx.r.ivi .4 2 e-Go*.iesg.i.e.e.' rh i cee4 • 1 • t 1 i 1 • '. 1 ... . i . ....i... ' : ! • elili/ ...1........„ . T. '4 r ' ! ...4> , k. , 17-Mect , ■ I 1 I . r 1 1 1... p 4 4 7-117' 1 , . I T 1 , le.t?G4 .pec Ati ....... .... 7 i4i....46 0 5 e ... 4' I ' ,.e I ••1 4 s e rr..4? i . .i?.... •i• A e: I .d....e i I ,/,‘ • c.7 . 424) V • 27.0.9c. 44 • ' c.o ,e le Ai#.>am. A.76 AI e . i..codie2 8-.01/ oa ""-ez de ....., a " .519% - 94P ' / -21 . P. ; . 9 • N NALhaN oir Agy / r V. 9 4 T H . 411-I = ' - ..,,e ......... - ! 4e..etrY4.€/i. , 1 7 .e.4 -1-- i 1 r 1 1 , : - 1........... .......... 1 I 67..,._.4.__i_.. ..... ...z. • , .4.4.a. - ....„ .... 1 1 - 1 i 1 ..._... L 1 ...._. f• _....... 1 1 .; ' . • I - .es... e. i 1 .1._..e.e......i. .th.e 0 .v. a.....41 ... - -..- - . •••••--.4••• - - T — A . A . R . TESTING LABORATORY, INC. 6855 - 176th AVE. N.E. — B-215 REDMOND. WA 98052 (206) 881-5812 1 kr 411,00 tf DATOG 90 OMIT NO, f CALCULATED SY CONICNID SY SCALE DATE e„, Gentlemen Ci.ty of Tukwila. 6200 Southcenter Blvd.. Tukwila, WA 98168 Subj: Roofing • 8001 5TH AVENUE SOUTH SEATTLE, WASH. 98108 PHONE 762 -0170 Re: Building B 17550 Southcenter Parkwa Tukwila, Washington :Owens- Corning Specification # 31 -TC Insulation -- 3/4" Fiberglass Sincerely, Custom'Roofing, Inc. yat Custom Roofing has'installed a new built up roofing': membrane in compliance with the following specifications.:: Per Owens - Corning specifications this roof ` has a Class "A" rating over 3/4" fiberglass insulation. Please . see copy of UL Specification index attached. fot 4 PERMA PLY-R, PERMA PLY-6 & PERMA PLY-IV UL Specification Index Roof Insulation Class A PERMA PLY-R PERMA PLY-8 PERMA PLY-IV Slope Deck Mln, Thickness Max. Thickness Gravel 43-7G 42-7G 41-10 3" NC,C,PL %" FG Unlimited 43E-TG 42E-TG 41E-TO 3" 43P-TG 42PT0 41P-TG Ye" 434G 42.10 41-IG 3" NC,C,PL ',V FG,%" P. %" Won NC deck only Unlimited 43E-IG 42E-IG 41E-IG 3" NC,C,PL AC Foam 11" max. slope for PL) 4" max. 43P-IG 42P-IG 41P-IG v • NC,C,PL ' 3370 32-TG 31-TO 3" NC,C,PL 2 1 FG Unlimited 33E-70 4 , 32E-1G 31E-TO 3 NC,C,PL 33P-TG 32P-TO 31P-TO %. NC,C,PL 3310 32-IG 31-10 3' NC,C,PL %" FG, %" P. %' Won NC deck only Unlimited 33E-1G 32E-IG 31E-IG 3" NC,C,PL 33P-IG 32P-IG 31P-10 %. NC,C,PL 23:1 22-7G 21.73 3' NC,C,PL V FG Unlimited 23E-TO 22E-TO 21E-TG 3" NC,C,PL 23-TG 22P-TO 21P-TG 1/4" NC,C,PL 43-NO 42-NO 41-NO 3" NC,C,PL NA 43E-NG 42E-NG 41E-NG 3" NC,C,PL 43P•NG 42P-NO 41P-NG 1/4" NC,C,PL 33-NO 32-NG 31-NO 3" NC,C,PL NA 33E-NG 32E-NO 31E.NG 3' NC,C,PL 33P-NG 32P-NO 3112•NO 14 . NC,C,PL 43-XG 42-X0 41-XG 3' NC,C,PL NA 43E-XG 42E-X0 41E-XG 3" NC,C,PL 43P-X0 42P-X0 411 %" NC,C,PL 33-XG 32-XG 31-XG 3' NC,C,PL NA 33E-XG 32E-XG 31E-XO 3' NC,C,PL 33P-X0 32P-XG 3112-X0 ,4. NC,C,PL Mineral Cap 43-7C 42:TC 41-IC 2" NC,C,PL 1/4" FG Unlimited 43E-TC 42E-TC 41E-TC Unlimited 431C 42-IC 41-IC 1' NC,C,PL %" FG, 1* P max, 1" slope A max. 1" elope Unlimited 43E-IC 42E-IC 2' NC 3/4" P. %" W Unlimited 33-IC 32-IC 2" NC,C,PL %" FG Unlimited 33E-IC 32E:TC 33-IC 32-IC 1" NC,C,PL FO, P. W, A max, 1" slope Unlimited 33E-IC 32E-IC 2" NC,C,PL %" P Unlimited 23-IC 22-IC 21-IC ,.'. 2 NC,C,PL 2 ,:" FG Unlimited 23E-IC 22E4C 21E-TC 43-NC 43-NC 41-NC . 1" NC,C,PL NA 43E-NC 43E-NC . 41E-NC . 2" NC • 33 NC 32-NC 31-NC ' ' 1" ' NC,C,PL NA . . 33E-NC 32E-NC 31E-NC - ' 2" NC 43-XC 42-XC 41-XC • 1" NC,C,PL. NA 43E-XC 42E-XC 41E-XC 2' NC • 33-XC 32-XC 31-XC 2" NC,C,PL NA 33E-XC 32E-XC 31E-XC 2" NC Emulsion 43-IS 42-TS 41-TS 3" NC %" FG, %" P 1" mart, 43E-TS 42E-TS 41E-IS y..., NC %" FO, %" P, %" W, A 4" max, 43-IS 42-IS 41-IS 3" NC V." FG, %" P 1" max, • 43E-IS 42E-IS 41E-IS 1/4" NC iii" PG, Y . " P , IV W A 4" max. • 33-IS 32-7S 31-TS 3" NC 1/4" FG, %" P 1" max, 33E-IS 32E-TS 31E-IS 1/4" NC %" FG, %" P.1 W, A 4" max, 33-IS 32-IS 31-IS 3" NC V FG, %" P 1" max. 33E-IS 32E-IS 31E-IS NC Y . " FG, %" P , V' W A 4" max. 43-NS 42-NS 41-NS 3" NC NA 43E-NS 42E-NS 41E-NS 43-XS 42-XS 41-XS 3" NC NA 43E-XS 42E-XS 41E-XS Aluminum and 43:11S 42-IS 41-TS 2" NC FG 1" max. Acrylic 43E-TS 42E-TS 41E-IS 1/4" NC FG Unlimited 14 4 NC FG 4" max, 43-IS 42-IS 41-IS 2" NC FG, P 1" max. 43E4S 42E-1S 41E-1S 1 /4" NC FG, P. W, ISO Unlimited Vt" NC FG, P, W, AC 4" max, 33-TS 32-7S 31-TS . 2" NC PG 1" max. 33E-TS 32E-TS 31E-TS 1/4" NC FG Unlimited %• NC FG 4' max. 33-IS 32-IS 31-IS 2' NC FG, P 4' max. 33E-IS • 32E-IS • 31E•IS '/." NC FG, P. W, ISO Unlimited 1/4" NC. FG, P, W, AC 4" max. • 43-NS 42-NS • 41 ' Y.' NC NA 43E-NS. 42E-NS 41E-NS 1/4" NC • 43-XS 42-XS 41-XS 1/4" NC NA 43E-XS 42E-XS 41E-XS 1/4" NC Interply/ Surfacing/ Slope Bitumen Type Materials per 100 ft FIBERGLAS Roof Tape 4'x 8' 37.5 lin ft 35x4' 60 lin ft Bitumen (Tape) II, Ili 8 lbs Perma Mop 8 lbs Interply Felts 3 plies Bitumen 0 -' / II, Ill 75 lbs '/2 -3" III ' 75 lbs 0 -3" Perma Mop 75 lbs 3 -6" IV 60 lbs 3 -6" Perma Mop 60 lbs Surfacing Asphalt 0 -3" III 25 lbs 0 -3" Perma Mop 25 lbs 3 -6" iV 20 lbs 3 -6" Parma Mop 20 lbs PERMA CAP 75 lbs OWI FIBERGLAS FIBERGLAS Roof insulation /Tape /Cap Shej Asphalt t 33 TC r 32-TC Parma Mop 33E-TC 32E TC 31E TC PERMA PLY R PERMA PLY-6 PERMA PLY-IV l',berglaS" Rool Insulation Only Roof Tape Rer it Root Tape Reed c sr,° cc 2" eldelap " PERMA CAP Nominal Installed Wight -210 lb/100 W Weights exclude roof insulation and are provided for system design consideration. Application of Insulation Apply FIBERGLAS roof insulation in accordance with specifications with joints run continuously in both directions. On multiple layer applications, offset joints of each layer a minimum of 6" from all joints of the previous layer. Apply FIBERGLAS roof tape over all joints (top layer only on multiple layer applications) and edges, embedding In hot bitumen, using not less than 16 lb /100 ft' of roof tape. Tape end laps shall be a minimum of 4? Application of Plies Embed three plies of PERMA PLY in shingle fashion (starter sheets required), lapping 24%" into uniform moppings of hot bitumen, using 23 -45 lb/100 ft per ply. Plies may be left exposed up to . six months without surfacing. Application of Mineral Surface Embed 12 -ft. lengths of PERMA CAP (18 -ft. in Area III) with 2" (min. 1") side and end laps into uniform solid moppings of hot bitumen, using 20-30 lb/100 ft? PERMA CAP end laps shall be staggered minimum 3 ft. All Areas General Note All general instructions contained in the General Requirements section of Owens - Corning Built -Up Roofing Products Reference and Application Guide, Pub. No. 5 -RW -13121 shall be considered part of this specification. Drainage Roof decks must be graded to drain all water freely. Drains shall be sufficient in number and size to assure rapid elimination of water from the roof surface. Nailing Treated wood nailers are required on inclines exceeding 2" per foot to help secure insulation and roof membranes to non- naiiable decks or to decks with insulation. Nailers should be the same thickness as the insulation and should be installed perpendicular to the slope on approximate 8 foot face-to-face for slopes up to 3" per foot and approximate 4 foot face -to -face for slopes greater than 3" per foot. Felts are to run parallel to the incline and must be secured at each nailer, a maximum 12" in from the back edge of the felt. Each nail must be covered by succeeding plies. High temperature areas may require nailing on lower slopes. Ply Edge To Ply Edge n 1•f t I nIr u J .,4' 21 1114' I 111 4' I n, PERMA PLY � �- 1 ' + �Y"'^ 1 — , .. • =•..� 1 ' - •~- --:?_. -• �' Book of Ply -ti To N11d Flashing. See Flashing Section of Owens- Corning Built -Up Roofing Products Reference and Application Guide, Pub. No. 6 -RW- 13121. st{t {);:x fi ,aa; 3v 4ri* :,* t ;t:.7 u r •u.. i s akxfr �o.gx i t �` •w t. , Yfi ' ` 1 C h t i.4 ? Subj Roofing Gentlemen: . Building A 17550 Southcenter Parkway, Tukwila, Washington: 8001 5TH AVENUE SOUTH . SEATTLE, WASH. 98108 PHONE 762 -0170 September 25, 1990 Custom Roofing has installed a new built up roofing .membrane in compliance with the following specifications. :Owens- Corning Specification # 31 -TC. Insulation -- 3/4" Fiberglass :Per.:Owen s- Corning specifications this roof .has a Class "A" rating ov.er;3 /4" fiberglass_ insulation.- Please`. see:copy:.of UL Specification index. attached. E.L. Larson, x PERMA PLY-R, PERMA PLY-6 & PERMA PLY-IV UL Specification Index Roof Insulation Class A PERMA PLY -R PERMA PLY-0 PERMA PLY -IV Slope Deck Min. Thickness Max, Thickness Gravel 4370 42TG 4170 3" NC,C,PL ' /." FG Unlimited 43E-TG 42E-7G 41E70 3" 43P7G 42P70 41P-TO '4" 43 -IG 4 2.10 41.10 3" NC,C,PL ',4" FG, TA" P,''." Won NC dock only Unlimited 43E -10 42E -10 41E -I0 3" NC,C,PL AC Foam 11" max, slope for FL) 4" max. 43P -1G 42P -IO 41P -10 W' NC,C,PL 3370 . 32TG 3170 3" NC,C,PL '4' FG Unlimited 33E-TO 32ET0 31ETO 3" NC,C,PL 33PT0 32PT0 31P-7G ' /." NC,C,PL 33.1G 3240 31.10 3" NC,C,PL ?:" FG, 1." P, :" Won NC dock only Unlimited 33E -1G 32E -10 31E -10 3" NC,C,PL 33P -I0 32P -IO 31P -10 Y4" NC,C,PL 2370 2270 : 2170 3" NC,C,PL %" FG Unlimited 23E-TG 22ET0 21E73 3" NC,C,PL 23P-TG 22PT0 21PTO W' NC,C,PL 43 -NO 42 -NO 41 -NG 3" NC,C,PL NA 43E -NG 42E -NG 41E -NO 3" NC,C,PL 43P•NO 42P -NO 41P -NO 'b" NC,C,PL 33 -NO 32 -NO 31 -NO 3" NC,C,PL NA 33E -NO 32E -NO 31E -NG 3" NC,C,PL 33P -NG 32P-NG 3W-NO 'b" NC,C,PL 43 -X0 42 -X0 41 -X0 3" NC,C,PL NA 436 -XO 42E-X0 41E -X0 3' NC,C,PL 43P -X0 42P -XO 41P -XO W' NC,C,PL 33 -XO 32 -XO 31 -X0 3' NC,C,PL NA 33E-X0 32E -X0 31E -X0 3" NC,C,PL 33P -X0 32P -X0 31P -X0 %. NC,C,PL Wend Cep 4370 427C 41.1C 2" NC,C,PL % " Unlimited 43ETC 42E7C 41ETC Unlimited 43 -IC 42 -IC 41-IC 1" NC,C,PL '44" FO, 1" P max. 1" slope A max, 1" slope Unlimited 43E-IC 42E-1C 41E• C 2" NC '4' P,'4" W Unlimited 337C 32TC 2' NC,C,PL ':" FO Unlimited 33E -TC 32ETC 31E-TC 33 -IC 32 -IC 31-IC. 1' NC,C,PL FO, P, W, A max. 1' slope Unlimited 33E -IC 32E -IC 31E -IC 2" NC,C,PL Y4" P Unlimited 237C 22TC 21TC 2" NC,C,PL %" FO Unlimited 23ETC 22E-TC 21ETC 43 -NC 43 -NC 41 -NC 1" NC,C,PL NA 43E -NC 43E-NC 41E -NC 2" NC 33 -NC 32 -NC 31 -NC 1' NC,C,PL NA 33E -NC 32E -NC 31E -NC 2" NC 43-XC 42-XC 41 -XC 1" NC,C,PL NA 43E -XC 42E -XC 41E -XC 2' NC 33 -XC 32 -XC 31 -XC 2" NC,C,PL NA 33E -XC 32E -XC 31E -XC 2" NC Emulsion 4375 42TS 41-TS 3" NC 34" FO, Y4" P 1" max. 43E-TS 42ETS 41ETS '4" NC '/4" FG, Y." P, Y4' W, A 4" max, 43 -IS 42 -IS 41.15 3" NC %" FO,' /." P 1" max. 43E -IS 42E-IS 41E-IS %. NC %" FG. %" P, '4" W, A 4" max, 33-TS 32-TS 31TS 3' NC '4" FG, '4" P 1" max. 33E-TS 32E7S 31E7S 'h' NC %" FO, '" P,'/." W, A 4" max. 33 -IS 32 -IS 31 -IS 3' NC 1:" FO,'4" P 1" max, 33E -IS 32E -IS 31E -IS 'h" NC %" FO, '4' P, '4" W A 4" max, 43 -NS 42-NS 41 -NS 3" NC NA 43E -NS 42E -NS 41E -NS 43 -XS 42 -XS 41 -XS 3" NC NA 43E -XS 42E -XS 41E -XS Aluminum and 43TS 42 -7S 41-TS 2" NC FO l" max. Acrylic 43E7S 42ETS 41E-TS W' NC FO Unlimited 'b' NC FO 4" max, 43 -IS 42 -IS 41 -IS 2" NC FG, P 1' max. 43E -IS 42E -IS 41E-IS '4" NC FO, P, W, ISO Unlimited '6' NC FG, P W, AC 4" rnax. 33TS 32-TS 317S 2" NC FG 1" max. 33E-TS 32E-TS 31E-TS ' /," NC FG Unlimited '4" NC FO 4" max, 33 -IS 32 -IS 31 -IS 2" NC - FG, P 4' max. 33E -IS 326 -IS 31E-IS '/." NC FG, P, W, ISO Unlimited 1 4" NC FG, P, W, AC 4" max.' 43 -NS 42 -NS 41 -NS '4" NC NA 43E-NS 42E -NS 41E -NS %" NC 43 -XS 42 -XS 41 -XS 'G" NC NA 43E -XS 42E -XS 41E -XS %4" NC Interply/ Surfacing/ Slope Bitumen Type Materials per 100 ft' FIBERGLAS Roof Tape 4'x8' 37.5 lin ft 3'x4' 60 lin ft Bitumen (Tape) II, III 8 lbs Perma Mop 8 lbs Interply Felts 3 plies Bitumen 0-' / II, III 75 lbs Yz -3" III 75 lbs 0 -3" Perma Mop 75 lbs 3 -6" IV 60 lbs 3 -6" Perma Mop 60 lbs Surfacing Asphalt 0 -3" III 25 lbs 0 -3" Perma Mop 25 lbs 3 -6" IV 20 lbs 3 -6" Perma Mop 20 lbs PERMA CAP 75 lbs OWE Nt .•N'N. FIBERGLAS t. FIBERGLAS Roof Insulation /Tape /Cap Sheet Asphalt 33 -TC " 32-TC -` Perma Mop 33E -TC 32E-TC 31E TC PERMA PL1R -R PERMA PLY-6 PERMA PLY-IV Fiberglnsk Root Insulol on Only Roof Tape Redd Roof Tape Req'd 1 1 2" aldolap 10 1 8' • PERMA CAP Nominal installed Weight -210 lb/100 ft' Weights exclude roof insulation and are provided for system design consideration, Application of Insulation Apply FIBERGLAS roof insulation in accordance with specifications with joints run continuously in both directions, On multiple layer applications, offset joints of each layer a minimum of 6" from all joints of the previous layer. Apply FIBERGLAS roof tape over all joints (top layer only on multiple layer applications) and edges, embedding in hot bitumen, using not less than 15 lb /100 ft° of roof tape. Tape end laps shall be a minimum of 47 Application of Plies Embed three plies of PERMA PLY in shingle fashion (starter sheets required), lapping 24%" Into uniform moppings of hot bitumen, using 23 -45 lb /100 ft' per ply. Plies may be left exposed up to six months without surfacing. Application of Mineral Surface Embed 12 -ft. lengths of PERMA CAP (18 -ft. In Area III) with 2" (min. 1 ") side and end laps Into uniform solid moppings of hot bitumen, using 20 -30 lb/100 ft? PERMA CAP end laps shall be staggered minimum 3 ft. All Areas General Note All general instructions contained in the General Requirements section of Owens - Corning Built -Up Roofing Products Reference and Application Guide, Pub. No. 5- RW-13121 shall be considered part of this specification. Drainage Roof decks must be graded to drain all water freely. Drains shall be sufficient in number and size to assure rapid elimination of water from the roof surface. Nailing Treated wood nailers are required on inclines exceeding 2" per foot to help secure insulation and roof membranes to non- nailable decks or to decks with insulation. Nailors should be the same thickness as the insulation and should be installed perpendicular to the slope on approximate 8 foot face -to -face for slopes up to 3" per foot and approximate 4 foot face- to•faco for slopes greater than 3" per foot. Felts are to run parallel to the incline and must be secured at each nailer, a maximum 12" In from the back edge of the felt. Each nail must be covered by succeeding plies. High temperature areas may require nailing on lower slopes. 1 { I 111,• I „ ,.r I „I,• I II Er I ,., l- I,., ( ,.., Ply L T° PERMA PLY Pan Back of Ply To Nail Fleshings See Flashing Section of Owens-Corning Built -Up Roofing Products Reference and Application Guide, Pub. No. 5- RW- 13121. 8001 AVENUE SOUTH SEATTLE, WASH. 98108 PHONE 762 -0170 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98168 Parkway. Plaza Cinema 17374 Southcenter Parkway Tukwila, Washington Subj.: Reroofing Gentlemen: 7:: Yi`.�"`ny�, September 25, 1990 Custom Roofing has installed a new built. up roofing membrane. in compliance with the following specifications. The 'existing: roof was tore off to the deck prior to the new roof assembly'. Owens - Corning Specification # 31 -TC Insulation - -.3/4" Fiberglass Per Owens- Corning specifications this roof has a. Class "A" rating over 3/4" fiberglass insulation. Please see copy 'of UL Specification index, attached.. Sincerely, Custom Roofing, PERMA PLY-R, PERMA PLY-6 & PERMA PLY-IV UL Specification Index Roof Insulation Class A PERMA PLY R PERMA PLY•8 PERMA PLY•IV Slope Deck Min. Thickness Max. Thickness Gravel 434G 42-TG 41TG 3" NC,C,PL '/." FG Unlimited 43E4G 42E-TG 41ETG 3" 43P-TG 42P -7G 41PTG 14 ". 43 -IG 42-10 41-IG 3" NC.C,PL %" FG, %" P, 11" Won NC deck only Unlimited 43E -10 42E -I0 41E -IO 3" NC,C,PL AC Foam (V max. slope for PLI 4' max. 43P -IG 42P-1G 41P -IG '6" NC,C,PL 33TG 32-TG 31TG 3" NC,C,PL ',:'FG Unlimited 33E4G 32E70 31ETG 3" NC,C,PL 33P -TG 32PT0 31PT0 '/." NC,C,PL 33 -I0 32.10 31 -IG 3" NC,C,PL %" FG, 'A" P, %" Won NC deck only Unlimited 33E-1G 32E -IO 31E4G 3" NC,C,PL 33P -IO 32P -IG 31P -I0 %." NC,C,PL 2240 21TG 3" NC,C,PL :" FG Unlimited Mineral Cop Emulsion 23773 23E-TG 23P-7G 43 -NG 42 -NG 41 -NG 3" NC,C,PL NA 43E -NO 42E•NO 41E -NO 3' NC,C,PL 43P•N0 42P -NO " 41P -NG '/x" NC,C,PL 33 -NG 32 -NO • 31 -NO 3" NC,C,PL NA 33E•NO 32E -NG .31E -NG 3" NC,C,PL 33P-NG 32P -NO 31P -NG %• NC,C,PL 43•XG • 42 -XG 41 -XO 3' NC,C,PL NA 43E -X0 42E -X0 41E•XO 3' NC,C,PL 43P -XG 42P -XG 41P -XG '/." NC,C,PL 33•XG • 32 -X0 31 -XO 3" NC,C,PL NA 33E-XG 32E-X0 31E•XG 3' NC,C,PL 33P -XG 32P -XG 31P -XG '/x" NC,C,PL 437C 42TC 41TC 2" NC,C,PL 'f." f 0 Unlimited 43E7C 42ETC 41E-7C Unlimited 43 -IC _ 42 -IC 41.IC 1" NC,C,PL %' FG, 1" P max, 1" slope A max, 1" slope Unlimited 43E -IC 42E -IC �411EE -ICC, 2" NC 3/4" P,'/." W Unlimited 33-TC 32.7C tic1 C 7:15„r. 2" NC,C,PL %" FO Unlimited 33E-TC 32E-TC 31E-TC 33 -IC 32.IC 31 -IC i" NC,C,PL FG, P, W, A max. 1" elope Unlimited 33E -IC 32E -IC 31E-1C 2" NC,C,PL %" P Unlimited 234C 22TC 21TC 2" NC,C,PL %" FO Unlimited 23E-7C 22E-TC 21E-7C 43 -NC 43 -NC 41 -NC 1" NC,C,PL NA 43E -NC 43E -NC 41E -NC 2' NC 33 -NC 32 -NC 31 -NC 1" NC,C,PL NA 33E -NC 32E -NC 31E -NC 2" NC • 43•XC 42 -XC 41 -XC 1 ", NC,C,PL NA 43E-XC 42E-XC 41E -XC 2" NC 33-XC 32-XC 31•XC 2" NC,C,PL NA 33E-XC 32E-XC 31E-XC 2" NC 43TS 42-TS 41TS 3" NC %" FO,'/,' P 1" max. 43E-TS 42E-TS 41E4S %," NC %" FG, %" P, 4 W, A 4' max, 43 -IS 42 -IS 41 -IS 3" NC ' /." FG, %' P 1" max. 43E -1S 42E -IS 41E -IS %,' NC %. FG, IV P,'/." W, A 4" max. 33TS 32TS 31TS 3' NC 'A" FO,'/," P 1" max, 33E-TS 32E-TS 31E7S '/4' NC '/." FG, %" P'/," W, A 4' max. 33 -IS 32 -IS 31-IS 3" NC '/.' FO,' /." P 1' max. 33E -1S 32E -IS 31E -IS '/a" NC IV FG, V' P, 'S' W, A 4' max. 43-NS 42 -NS. 41-NS 3" NC NA 43E -NS 42E -NS 41E -NS 43 -XS 42-XS 41-XS 3" NC NA 42E -XS 41E -XS 43E -XS 22ETO 21ET0 3" NC,C,PL 22P-TO 21PT13 1 4" NC,C,PL • Aluminum and 43-TS 42TS 41-TS 2" NC FG 1' max. Acrylic 43E-TS 42E•7S 41E-TS 'V NC FG Unlimited %. NC FO 4' max, 434S 42 -IS 41 -IS .: 2' NC FG, P 1• max. 43E -IS 42E -1S 41E -1S 1" NC FG, P, W, ISO Unlimited '4" NC FG, f: W, AC 4" max, 33TS 32-TS 31-TS 2' NC FG 1" max, 33E-TS 32E -TS 31E -TS Y." NC FG Unlimited 'h" NC FG 4" max. 33 -IS 32 -IS 31 -IS 2" NC FG, P 4" mex. 33E -IS 32E -IS 31E -IS '/." NC FG, P, W, ISO Unlimited 14" NC FG, P, W, AC 4" max. 43 -NS 42 -NS 41 -NS '4" NC NA 43E -NS 42E-NS 41E -NS 'I." NC 43 -XS 42 -XS 41 -X5 V.' NC NA 43E -XS 42E -XS 41E-XS 1i" NC Interply/ Surfacing/ Slope Bitumen Type Materials per 100 ft FIBERGLAS Roof Tape 45x8' 37.5 lin ft 35x4' 60 lin ft Bitumen (Tape) II, III 8 lbs Perma Mop 8 lbs Interply Felts 3 plies Bitumen 0 -T / II, III 75 lbs 1/2-3" iII 75 lbs 0 -3" Perma Mop 75 lbs 3 -6" IV 60 lbs 3 -6" Perma Mop 60 lbs Surfacing Asphalt 0 -3" III 25 lbs 0 -3" Perma Mop 25 lbs 3 -6" IV 20 lbs 3 -6" Perma Mop 20 lbs PERMA CAP 75 lbs 1, Wf NS t i�i•'�.N�, FIBERGLAS Rool Tape Req'd Fiberglas "' Roof Insulation Only FIBERGLAS Roof Insulation /Tape /Cap Sheet Asphalt 33-TC 32 -TC Parma Mop 33E TC 32E-TC PERMA PLY R PERMA PLY-6 PERMA PLY-IV Roof Tope Req'd 36" 2" sidelep 10 ta" PERMA CAP Nominal Installed Weight— 210 Ib/ 100 ft Weights exclude roof insulation and are provided for system design consideration. Application of Insulation Apply FIBERGLAS roof insulation in accordance with specifications with joints run continuously in both directions. On multiple layer applications, offset joints of each layer a minimum of 6" from all joints of the previous layer. Apply FIBERGLAS roof tape over all joints (top layer only on multiple layer applications) and edges, embedding in hot bitumen, using not less than 15 lb /100 ft' of roof taps. Tape end laps shall be a minimum of 4? Application of Piles Embed three plies of PERMA PLY in shingle fashion (starter sheets required), lapping 24%" Into uniform moppings of hot bitumen, using 23 -45 lb /100 ft° per ply. Plies may be left exposed up to six months without surfacing. Application of Mineral Surface Embed 12 -ft. lengths of PERMA CAP (18 -ft. in Area III) with 2" (min, 1") side and end laps into uniform solid moppings of hot bitumen, using 20 -30 lb/100 ft? PERMA CAP end laps shall be staggered minimum 3 ft. 31E-TC All Areas General Not. All general instructions contained in the General Requirements section of Owens- Corning Built -Up Roofing Products Reference and Application Guide, Pub. No. 5 -RW -13121 shall be considered part of this specification. Drainage Roof docks must be graded to drain all water freely. Drains shall be sufficient in number and size to assure rapid elimination of water from the roof surface. Nailing Treated wood nallers are required on inclines exceeding 2" per foot to help secure insulation and roof membranes to non- nailable decks or to decks with insulation. Nailers should be the same thickness as the insulation and should be installed perpendicular to the slope on approximate 8 foot face-to-face for slopes up to 3" per foot and approximate 4 foot face-to-face for slopes greater than 3" per foot. Felts are to run parallel to the incline and must be secured at each nailer, a maximum 12" in from the back edge of the felt. Each nail must be covered by succeeding plies. High temperature areas may require nailing on lower slopes. u%3- I nfr I is I 1113• I n,r I u.,H Pl y Ede. To Ply Edge � - -.-_ -- PERMA PLY 4 L - . ...'...'.0 .. "•"" . +. .:.:ai ..::u7. Pima ..`^ =-- •1..^'= -�.1"" '"••�.^.1'."'�.�"� -� ,,,'.�`...-- w.. -•- +1? �r _ 1� B.ck at PW To Nail Fleshings See Flashing Section of Owens - Corning Built -Up Roofing Products Reference and Application Guide, Pub, No. 5- RW- 13121. PROJECT: r G-, - ' PERMIT NO. (� SITE ADDRESS: ) 7 (,, / 7 (-„ re ,, ?% AG % s; DATE CALLED: TYPE OF INSPECTION: - 2-x e _/ DATE WANTED: 'T— /4/- -9 / Q. :f SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: /COMMENTS: INSPECTION RESULTS li. _ w INSPECTOR: „ 2 0 7G .2. - r)2.. - 1 DATE: 7 /�.-- * -- / tinit rni ,k'tb A TtattrIKI ZA.:111tkialms+.r m,_wrw...• n.A..•.....At rti tArkiti aex A6,''' CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 ell! MIA Awit o tun s, ArAo Rm , ran te..r.a x asKi a.f•Y!rr aA - it Alt. Cw cLci i k rig tAt.. ttoMi AWAIO A714- ?y.Y+ f , i+�l � ea S PERMIT # Date Type of Inspection 1 `7,1D 1 Sari�nc -e nivr � Requestor J U am Site Address Inspector 10iw ._ D /�Jlt CITY. OF TUKWILA Bu11� Department 6300 thcenter Boulevard Tukwi a, WA 98188 (206) 431 -3670 Special Instructions cry', INSPECTION RECORD I1 Inspection Results /Comments: di > 91�� /, Date Waned (t- I (p Project Vai Q, ) I* / f �g Phone # 5 Date p.1 B§W06 1eCt5fY+2M4Wugtaamzr41ieot wx1mIr.Xv CITY OF TUKWILA Build Department 6300 icenter Soul Tukwila, WA 98188 (206) 431 -3670 Type of Inspection Site Address Requestor INS 9 eoLLy- r-ou. ioturn wus et�v mftrmrvmWmur o:.a numi s f: a�A Ltdebj' dl INSPECTION RECORD PERMIT # Date 0- Date Wan edJD a.m. p.m. Project y 1� Phone # ' l -- a 02 Special Instructions Inspection Results/Comments: Inspector �- ,S:� Date / n— / Z f 5 O Yl.i(WX4 Inspection Results /Comments: rt CITY 0 ?UKWILA Build w iepart�eent 6300 . .ncenter Boulevard Tukwila, WA 98188 (206) 431 -3670 :e: .m xxr1 142netiV uLVn 417.v ;r ua w mQr*wateirea W,vwOYYN rtw?- erAtrViet ::trit' „A 44 INSPECT,! N RECORD PERMIT # 60771C Date `0-- r" --90 Date Wanted /(a.— S a.n p.m. Project .- 1�,�„ pi,., .e1. .4, )1 Phone # Type of Inspection L S; Site Address Requestor Special Instructions A , 7 "A s � —� Inspector % L/..c�.P ..,��a..,,'L Date AtittlitMeaattittOi CITY OF TUKWILA Building.rtment 6300'Sout :er Boulevard Tukwila, 98188 (206) 431 -3670 Type of Inspection SIO49 Site Address /15 J S � Pkco Requestor Special Instructions Inspection Results /Comments: Inspector tk7amineaMnµki� :SUYfWryLi.:M4zP.e .1nev,:rpe'.•7P:tv:` €.w ktme:stftireCi:tpnturmil teasveaikliti.tr'tiiiti litt'AY3:t7t± ?ii1:18 INSPECTION RECORD PERMIT # �� 1 Date 0 Date Wan d Project Phone # r �+�.0 UI�O.w✓r. Date c 2s-5" in tmgetra mrantredn afrRrHR' r.-newl,k isootilparlAre: Armco! tme. tomrsimmtiaiaisneriasits 4t-Ti s7?'Al "^' f glet g �.1....yI016.' Type of Inspection \N er LO .2E1 T'c "tom EW.. rm TT1 ' F} c.t . (L. r rJ ( _ tA- ctt • l I-J Ft) ?...vrt 141 `r i4k CITY OF TUKWILA Building Dement 6300 Southc r Boulevard Tukwila, WA 8188 (206) 431 -3670 Site Address Requestor Special Instructions Ltppj tsrer Inspector � -- (1 4.1 INSPECTICJI RECORD PERMIT # ( Q 7 5 Date G l ZC) Q Date Wanted Project PGc4.4.4.4/7 Phone # t LA-E6 nc_ t, L ) 4( OF 'TO wc'>r.s Date c 7 qa $,< (Ji-m'. p.m. Inspection Results /Comments: c5roPPE - 9 45y 711C ...14655-1M A ' T? .14EV wiTi /7i•e_6(1(rr")AB6A-7 e.: C c `D $4 .Fa P-- 96 i N ADd)9 v6 C/r d nJ Twat': .Sly rta. —. cA4.s t ii. rJ40 Act-7,1 P.-F cvnk / ,A- 6ScE19 A THE /L�I~.0S Tic � b % 6 ,Jd A-r4P -, N.irvt.4" 5 / ,-I / S Fl 6 VvGZl�vY -- /� c- A) x' S Tp C Ftv- N(S (kstNIC s freAc� T co- - 0,..1-1t411). (te. A f= FR rt. v„S 11 n7 TNE• IU ""t-44/...v).1 6 C 100 h10T (L i vt'-' 111C 12.-- L.Lv . b/'rCK- Flow. T - NAT" L AS- H t,Ama r T , 5 Itia icK Lf}tA sf) 1 - re AND DioN7 !LOON) t F IAIS Wt5 Om) €wJ P, - e-V., iiiadikeriAtecttaVisteirmn CITY OF TUKWILA Building De ment 6300 Souther Boulevard Tukwila, WA 98188 . / (206) 431 -3670 �.4r Type of Inspection Site Address { 1 Requestor Special Instructions Inspection Results /Comments: Inspector Chu✓' "A" • tae irerrtrarrun:vAtm xtaditarooktiriitmt:h ArokaTr Cni115elSY Sty fdi'TIViri�YL' INSPECT! • RECORD PERMIT # Date c� �� Date Wanted / " /3 - 0 p.m. Project p ��xP /- Phone # S 7S -- g:3•s OS e5L4P VI Date 2 --Qd 1116621 btAlklM:ikWyW 7r:Wh. :st OK41 rrrr u�ruvfa n•r wr. es x- r :: r. ,a va:xvsrer , .nNS,n <rmr:., , te't.:racea:VORM 107440 t�E -c4x 012KU MM6ist : itill:;1:.'t Wali'" -`.f'MtiM CITY OF TUKWILA Buildin vartment 6300 So enter Boulevard Tukwila, 98188 (206) 431 -3670 Type of Inspection kAA5143He3 =1 Site Address t 1 r S- e- Qk4v Requestor �/Y11I Special Instructions 14I4c-b-Z- M•- 10 Aw, Inspector INSPECTION RECORD g PERMIT # Date W M I Co Do c4C-. Date q'_ /0 -1lO Date Wanted - - q G p.m. Project •AA9c.4.v''i,. Phone # Inspection Results /Comments: Yh i w1'Tvk vhf wtc 1 ust" Wt''- a- tmn.tr"'Lt5k1 • 1.1 K - V a12- s "PAM" *-45a-t CdsTo - f 17 aCA Ai-PO CAVAN t rJ �7 vn t-,- bc--n53 . P/ Fi cF "13+ l S 9 s� t-set lNne criA c W■•c"'t -as W 1 StnPFt C-t WITT -- 1 v2- 4k,-1 CFrA5 n aif 1la 4s Pat.tmss .tY :l SC htitit'& :d?:k2a ae. NSMa2r „ i'rzc'.'rs/ , k1rvv+uvrrwYt4ho. trH .r.��•:::M =a.r�,xr ;nvx.+n;ar.; taxman ^xdii?ft;sutinttr24sta+'a: nn, ;x11 Ott Y'ltl .F G2r.;.V; Site Address /"7 (p(© `7 ' C,/1/ ttA Pie equestor nA.A4Jl. Special Instruct'ons w p'1A 4. Type of Inspection Inspection Results /Comments: v 1 AA- I- r V Inspector Lam-- -U--- CITY OF TUKWILA Buildin oartm.nt 6300 So ,nter Boulwa Tukwila, 98188 (206) 431 -3670 V(. INSPECTI N RECORD PERMIT .# (.,P Q 75 Date D Date Wanted Q1' Jam' 0 Project Pakle,GuGAl 9(Gt Phone # G'75 �S O Iv (eAA Al A. ... — r -a ' f �'� VJA -SLJ� w�u� - e�.. -c w 1 •.�t.1I 6-trti---Ck o �. d . ' j"1-,._ 9-ALt* C-514 .a *A-AA " tr--t't OA� C, rt—wET 14∎114 F +N►�- of A h L A 6lj, R E . Rte►{ -1 ' L e " S ` W TAB P L . . t io be” 1 M P A C , I V a ' . C O W ! ) Date c ) -- S— 4 14 .m. 40 fht - .sue 4 ENGR . bevel- vvela. Fo+i- "WNW-Amer s Vq" pcu -O .006 i f Nfiiov cF Do W n4 NM4 WOOS eiNoD on“.. “.. Ga hrro c,T * c.v P tr A' co .a'{ ►!L. ,S SNri�s� i 71AT : 0 T kA-1 . 44)4 AT" X1(5 kok.1. 4i r 14te"E1 wryiN. (#y" 4 A.0 ) i N G %SS we n►ttiNN) i S TUC' t h Pic o✓elf -- 1•Ft.41/4(4144A.e. sAtD 11149 THE se cS cf.-VW-1.1A . SP fly r 4 - ' - ' WELve46 rr (= .prc.w- W im rowS Of.) CAe e Av4' TA s, INC ok.+ui ka Idles'► 04/41 - 1 1 - t A . N t VJV TES• 7r u.9 sat fit'' _ Ta ?Lay T - DM" .:448. ..y s h-09 'TAM vA W O 6%-al 4241N - S" THE Ptu44eAS - Prt G er (LasQ I-VG1a Soo a A A D Nttr: 1 v%%e rcx -14 e r crF- T11c rarsaecr 1(CT. Type of Inspection Site Address W i 0 Requestor L-k U Special Instructions CITY OF TUKWILA Buildin 4: apartment 6300 So I nter Boulevard Tukwila, N 98188 (206) 431 -3670 Inspection Results /Comments: �. JIL r�,rA , INSPECTION RECORD PERMIT # Date — FO- C) Date Wan -d ? j _ a.m. p.m. Project �. f , . �.. /. Phone # '1 • Inspector' Date 713 Ad tAirCbLi'�*'; turf. S�:. rry- pVAIs0 :74;44;:male.:407 W.ti>ev »..waenrrnu.:.a err.. ra«.. .... CITY OF TUKWILA Building Division 6200 Southcontor Blvd. Tukwila, WA 98188 433-1845 r Permit No. 6 5 Date _VII / Job Address (7 D C' n CORRECTION NOTICE The following items are found to be in violation of-G.F€1444-aftee -- (.& (5c- and shall be corrected. t tJtl - TOvN2... wlZ ' L r N(', -2 -7) we-$9 wet -4 t t%)6 vim - rtc.A- 42 ow r.1 N�,�v vv H cH 1 i hJr Peg— eta Ea 3) W5 &sr ,g -Z ep t _ .t-` I #,i J # A-44 Neec-i 9 t tJ 1JETA -t L. . 4 . 5 A tho G (11 J Ma-M.41134 S — I • ' Z La NI ' "'P "3 —'rct 5-r . Fdl- ti^j Q.+A.c- Tv.a4A- C Z • /4 A/L A ',iv) N- ( N 59 a 'er n1 u•Ant.. P GN -1 t-r % e" 1, • ' Two 11'1N Vn t.a { — >uVe e NsP Sri `M, A•66 T a4A wA►w9 ) P ''vAA-tc(►,) ( t- A PPtz-OW►L t F 'Jett-slim , Signed fj',r∎Il `TY... • B ilding Official /Inspector Air• a parvtu - A iSttbaTitetAiidistWitiMAnnitiftitalemuthvgammottiticaounet Type of Inspection Site Address / 6./6;. Project ".••'‘c " t Phone # Requestor Special Instructions 77 4-A4 e;27-4-7 4 etei Inspection Results/Comments: 1 I inspector A h CITY OF Buildi '.Apertment 6300 So center Boulevard Tukwila, WA 98188 (206) 431-3670 INSPECTN RECORD PERMIT # 23 Date 0 Date Wanted Date •4100 .m AP Type of Inspection JCTR Site Address / t *jTj Requestor ( Lr ( 1 Inspection Results /Comments: Tncnortnr / / i .,..d �i! .41...-/17_ a.ra :rmo: , r41 , 1Eaar.: ;,n <vni.na:CIX altil tt{ViiITA5i:N .4M1YS!MORTZ:'r/:JiYiAPSl.iiiVa 6VOZJ Yilt Sx. it CITY OF.TUKWILA Bulldinf 6300 So ' enter Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTI • N RECORD PERMIT # ! S Date Date Want K 0AL( Project Phone # 4:4 4,1 na t a Special Instructions Type of Inspection Site Address Requestor Special Instructions Inspector �taa r is antut& r aet wyA;rlauixiMArZnzmi imttnitll w " 4SUliatAtattna i;`rillaii adA..V egritb CITY OF rKWILA Buiidiiparteant 6300 So center Boulevard Tukwlla,WA 98188 (206) 431 -3670 INSPECTN RECORD PERMIT # CpO Date 5 ( 9 a Date Wanted " ( -9O r . p.m. k'GUt_ . Project at/ k.u.Gu- 4 [.Q%?-- Gc. Phone # 1 5 ' % - S C) Date $ C/915 yr. Inspection Results /Comments: �: • • r l v<a-- h.�-ag}�r' r� 9� Type of Inspection PV Site Address r 1 `v Requestor V c l Special Instructions Inspection Results /Comments: Inspector_,.�. - !�1 rag e A0Miatwat ttri :2 :da't CITY TUKWILA Bull „P' Department 6300 thcentsr Boulevard Tukwila, WA 98188 (206) 431 -3670 is h , �b Y• y`:i J �7 ., k_ +c! t . r :. ( '} > S. k Y },+,"�' ; t? .1: z ��4M,+ Rd. �t; �P. C71, �`"' C: �_...l r. �s; 4. ..`'s'e:.3.��r� "s.a," ..�%�.:. INSPECTION RECORD PERMIT # l.C! o 1 S Date Date Wanted 8 - 5- C LLD Project 4-4/.1c)(/ Phone # 7 �S n$ Date q'--' -- 9V INSPECT N RECORD PERMIT # Q ?s Date -- /X —Vc.) Date Wanted 7 -'4.- 94 a.m.�1 Project /T•- ec.. /ma. Alp 4 Requestor Phone # / t Type of Inspection / CITY OF TUKWILA Buildingirtment 6300'Sou star Boulevard Tukwila, 98188 (206) 431 -3670 Site Address /?4/0 s God Special Instructions Inspection Results /Comments: .ora 'ti+ktlemi'Y.LtY+33.'a atletto% MCarrr ix tutr.vvrat7*AxmlSN:" ° lY4210 Ati • Inspector / Date - 7- (2 - Inspector CITY OF WILA Buildin artment 6300'Sou e nter Boulevard Tukwila, WA 98188 (206) 431 -3670 Inspection Results /Comments: INSPEC . N RECORD PERMIT # Date Type of Inspection C -f11 - Date Wanted 1--‘7-S a.rr, p.m Address J 'O O Project Plaza-- Site / � �-- LC,�/1 P /t l Requestor �Q , Cad-1-40C-1 k(,I . Phone # 5 CJ Special Instructions =, tip. mo -4, 4 ,%6A j"-1 Date 7 -- �� • nertt,bw 4:rfuzolfN&,Wlitimar -o-i tiS mPt'JWBt?'ff11' Sefi tlziL^ilht;' taa Ei•Z SIAM M7C NgrAe CITY OF T WILA Building .�' artment 6300'Sou .nter Boulevard Tukwila, WA 98188 (206) 431 -3670 Inspector ��..dh{. INSPECT N RECORD PERMIT # O 7S Date 2—g -9d Type of Inspection _H $ u (is A. Site Address Requestor 1/ Special Instructions Inspection Results /Comments: .... S v l,A V7-, Date Wanted a.m. Project Phone # , S"?s^ ...2s2D Date Special Instructions CITY OF T KWILA Sul 1din I t 6300'So nter Boulevard Tukwil 98188 (206) 431 -3670 Inspection Results /Comments: Inspector Type of Inspection - c Site Address 1`'t �3C7 � rev.etpr- Requestor IS%(i (LouAkck 'J11Galmasg 4V1.mm, t ors.' l+J.'i ftn m.N 'JU(lF'ag l\,'I. INSPEC . N RECORD PERMIT # a 7 5 Date `7 - 3 —10 Date Wanted 7-5-90 a.m. Project - .Y•%$ Phone Phone # Date '7/4 /?o is O�� PR p City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Project Name 6- . Address Suite # Sprinklers: s Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM Needs shift inspection t'I "; /r'%r..l.'': i�i.�'•`ti 1�S.'1 • ^. P -0 "yI"`. ^ ti�l , S,.'i••. t. .q "� {f..3 ;:1:,.i S1', .` ..K ..Rti'� 'A TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Approved without correction notice Approved with correction notice issued Authorized Signature Date Control No. Permit No. / T.F.D. Form F.P. 8 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI M7;' 1 9 In (a - I9 / c . 9 ( , . 3 (9 PR 3 Ial/ b oo 1290 i ; : % 0 ► - /(p 28 179,600 .. /- rw 0 o �t� I( -1(, 2s : :.... FIELD TEST DATA TRUCK SAMPLED ?j -'5 TRUCK TICKET NO. 2 St , f TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC 'AIR ;: 3a 3 ARC►AtECT WISES $ PSSOC. . C.P 0 T E v - I 9 -9'c2 F NO. 7o -Cot P ECT r 3 V o So 1.44-. ce.., -1►e- Pk I-1 L TION / pShil Np� ( THE7 OWNER RR v"T C l Qc� - ol TEMP AT AT AM PM ENGINEER F+U1JT if TOIIVt.R ARC►AtECT WISES $ PSSOC. . C L 0 -� , a k.� �b.� i 4 �T Cy 1LINDER REPOT(:' BEE FIELD A.A.R. TESTING LABO ' • • ' I, 4I ,,. \ !, REPORT NO. Post Office Box ?, Redmond, Washington 9 73- 523 (206) 881 -5812 1 NOV 2C) 1990 TO: ATTN: S LA- 4/t L„JA. ` fi g/ X12 MIX NO. (' DU COPIES TO: LUMPKIN , TEAS WELL C.2IMW. RDPl6ESV AS50G. i HUUT 4 TD I14ER— COMPRESSIVE STREWTH PRODUCERS AEA. PLACEMENT AREA i NOTES ✓l ✓ k \ - < . . C L An . C. )4/47 ( l Soh of /e -�' s• SIGNED: - T UK-W1 LA. T D6. DEPT ID Zvi-- 1C , I I- I A —TK N_ 25 CR A. A. R. TE M N G CEMENT CU. YARDS PLACED ' J' SATCM DATA:FOR 1. IRMIPAym , CEMENT FA. C(.1( WATER TOTAL DESIGN Visas J , LI /`-/oo 197r) 9 sz , CONCRETE: S TO AA—"'AA./ ADMIX. CAC12 % I DESIGN STRENEITH 30 Q Q L r)YJc 7•2- k� l Lc� v �- �t r vc,( v?r1 INSPECTOR: CYLINDER NUMBER DATE MADE TRUCK SAMPLED DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. l " '. e - G ld -1 Io 44 , 4s, .... y 8g 3160 1 £' a 4.6 / - kip de 120, 2 o0 42.5o e 1/ _ (.i 120, 100 42,50 DATE As y-- 9 FIELD TEST DATA TRUCK SAMPLED • �� 7 TRUCK TICKET NO. /S''� y / CEMENT TIME SLUMP ! %AIR UNR WEIGHT YIELD RACTOR 2 L1 'di Pif7.4 T...a' . TEMP. FACTOR CONC AIR 44 , 4s, .... y 'mss k a 4.6 DATE As y-- 9 FILE NO. 9o-G- P / fikirltin V Pig Z-. LOCATION /73(90 -C /,C4c,rr 5te2 f ' M 441 V BLDG. PERMIT NO. .P RM OWNER 7461 � TEMP AT AM AT PM ENGINEER ff1r✓ r 5 Sd 1 ,rt 2 A CHITECT QUGe's k- /475:‘,& RACTOR 2 L1 'di Pif7.4 T...a' . BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 6 7 FA. ' / J3 CA !49.)10 WATER q 'Z TOTAL 1 1 1..111II t� 1 ((ILINDER REPOF( NOV 1.3 p90 SEE FIELD REPORT NO.3.c [7 t . . „A.A.R. TESTI, G LABORATORY, INC. pr -;— ' . Post Office Box 2523 r_r 'R•edniend, Washington 98073 -2523 (206) 881 -5812 TO: ATTN: AD iLl, //17 J,h .2? 4= )9stiAltt ,Q / /r, 449. 9 f /', z /e-ii 4 PRODUCERS CONCRETE: MIX NO. ee, COMPRESSIVE STRENGTH COPIES To: L.V10KIk l I1 UIJra '"DIMCR, A.A.R. H DM _5 4 A5504 -. TU KW LA BL L, DEPT siGNED: I • 72Amme GeouJ I I_t_ _car, 2387 CEMENT _5'TU INSPECTOR: CU. YARDS PLACED LAB • RATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIN WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1 `7t fo -/ ;6.9 ( - 7 (9x12 ENGINEER HA MT 4" SOl tlt. L 12,1 4 12.9 o `1. - I ( - l (Y 11 CI 2-g � ' g r r t/ J CI ice( -1 1I FIELD TEST DATA TRUCK SAMPLED 3 2 '5 TRUCK TICKET NO. 2 (,..,' ! TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 5.. 30 3 ENGINEER HA MT 4" SOl tlt. L ARCHITECT HOD6ES Q ASSOC_ . LP - TOTAL DATE I v - t 9 - c.2 FLAW. 70 -Co DESIGN WEIGHTS PROJECT 11300 S o- 5-0h Ce. n-1 ke- P1(LI ADJUSTED WEIGHTS L9pATION 4 BLDG, � PERMIT NO. C c 7 OWNER / yQ C7 ri' L I TEMP DCls-ak AT AT AM PM ENGINEER HA MT 4" SOl tlt. L ARCHITECT HOD6ES Q ASSOC_ . WATER CONTRACTOR L Jb k 7Zbe APT BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MDIST ADJUSTED WEIGHTS CEMENT 4 FA. / yQ C7 Ole I 9 TO WATER 9 J ? TOTAL C(L'LINDER REPOT? " SEE FIELD REPORT NO. PRODUCERS A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: , ✓✓1 p n)C ATTN: L 4 4 (..tJ A. sc �� U2 MIX NO. � DU COMPRESSIVE STRENGTH 2511 CR CONCRETE: S TO Ah"wA'y CEMENT -' CU. YARDS PLACED ` AEA. �- � % 30 O p A. DMIX / CACt2 DESIGN STRENGTH PLACEMENT AREA & NOTES L_ 11Y7C / k /�. C.c_ V r ci Ii ✓ -k 1/10 ✓)'` C c jn � •, : C A ("c4-1 soh 04 iT l �'r.• -J INSPECTOR: (_ , Cir211A /N✓� COPIES TO: L )MPKI IN , TEFk (\EL =CAW A. A. R. TESTING HDD6E5 g ASSO C. • I-10.1T 4 TD 1 WJER., SIGNED: � 'T U K L1k. 13LD6, D E PT I D —7-9-90 BO • ATORY, INC. . 'w CYLINDER NUMBER MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. %3 7 -27 -9 S-3-go 7 k. /2_ WATER �•1 d 3" o I l' qc,, F- 2 da$ 73so 0 g-6r/ FIELD TEST DATA TRUCK SAMPLED___4j47 TRUCK TICKET NO. r(/ *7 �,�„ TIME SLUMP % AIR UNIT WEIGHT YIELD r CEMENT TEMP. ENGINE rYvd21 T Y- tfriplAig ARCH i 9 ,4 5 ..C4a e1 CONTRACTOR X. u M /''Ii .- �L_rL1& WATER b DATE 7-7 90 FILE NO. Qe) -mac, / Pa CT rioien-zwid;a y I' /.q ,,,c7 a.clrCQ Pifai LOCATION C))is BLDG. PERMIT NO. 6 7s OWNER 1 WEATHER / C. ��f� , j /A/ e. AT AM AT PM ENGINE rYvd21 T Y- tfriplAig ARCH i 9 ,4 5 ..C4a e1 CONTRACTOR X. u M /''Ii .- �L_rL1& BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT . 472 (y c) FA. CA. ( e WATER TOTAL TO: ATTN• A.A.R. TESTING LAB Post Office Bo Redmond, Washingt (206)881 -':12 MIX NO. as YLINDER REPOT -T SEE FIELD REPORT NO 252 n9 • CONCRETE: INC. Il AUG 3 0 1990 PL. AN/ I. yr _ r, , l�Ls rLA VIVI j /' COMPRESSIVE STRENGTH CEMENT �rL� N_ 2153 CR CU. YARDS PLACED j ? PRODUCERS AEA. ADMIX CAC12 % DESIGN STRENGTH,. S ©gf)D _ PLACEMENT AREA I/ NOTES P///ti ?IL S telb 6 13 • r• M14 GC Nu To O %U ov6 A. A. R. TE SIGNS • i TING L. BORATORY, INC. ? Z�r COPIES TO' c• 0 P r q-3- '72, g 4- 90 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 155 9 9.2v-9p 1 o-2 7 SKI z .c / o o, 6b0 3570 l a b- I 5 C7CD 10-23-90 28 , - /34 906 /Z7 4 400 477b ti-G 156,1 10-23-90 TRUCK SAMPLED FIELD TEST DATA 610/ Z..- TRUCK TICKET NO. /.54/ 7 S ---' TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. BLDG. PERMIT NO. lOO7J CONC AIR / .c TEMP AT AT O.- �iS S lc6v- ARCHITECT f7 r,.a C yL /-- e- - CONTRACTOR /<lJi(1■ 7_.,1e0„ DATE FILE NO. DESIGN WEQHTS % MOIST PROJECT p / / 1 7 ! !iV 2 CEMENT Js-7 7 ()CATION 17 0 0 5 7jy c�,vru2 � (.1 BLDG. PERMIT NO. lOO7J OWNER WEATHER LO /GA edas y TEMP AT AT AM PM ENGINEER / 1 - 4 v vr .t ? ,',4/e./e, ARCHITECT f7 r,.a C yL /-- e- - CONTRACTOR /<lJi(1■ 7_.,1e0„ BATCH DATA FOR 1 CUBIC YARD DESIGN WEQHTS % MOIST ADJUSTED WEIGHTS CEMENT Js-7 7 FA. 1390 185 WATER 7 - CA G � TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 TO .L.[J Leet., j ATM: C� I) A (� i / 1 j;1) Iron 7 G-j /r-4 - i• MIX NO. CONCRETE: _/ • h S CYLINDER REPO 2 SEE FIELD REPORT NO. COMPRESSIVE STRENGTH Srp N° 2286 CR CU. YARDS PLACED i /r3 PRODUCERS AEA. ADMIX. CAC12 PLACEMENT AREA I. NOTES 54/49 67 J 6p /rF,l 1.).,p j `e.) 6 A f i /lr A 'Th olye �C CEMENT INSPECTOR: COPES To: LUMPKI N H U AIT 4 .T0 I k1E1Z) A. A. R. TESTING LABORATORY , INC. H - 006ES ¢ fASSDG. , TRAYYliIYIELL C RROILJ sIGNEO: T U KLJI LFt 13LOC . DEPT I 0 -3- 9 10-2.3-96 DESIGN STRENGTH } , a DATE lo• sv FILE NO: pr o -C-.al PROJ P r-k w A`/ p /A'Z. N ADDRESS 1134) v S0 Lk(R e,-ILr- PK \ OWNER PERMIT N O. C1 -3 tt'EATHER 4 A er e /C' L,r d' TEMP AT AT AM PM ENGINEER • H OPrwES 4 ASSOC ARCH TECT Ff UNT d 3 Fr? L b K ,v � � tee& A v<T A.A.R. TESTING LABORATORY, INC Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 To: L . ' r , �1c , .0 (\..1 c _ ATTN: 1021 ZA L SR /44f6. LJ,A. 9 si/cn. INSPECTION PERFORMED: C FIELD REPORT( O RESTEEL ('CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER • LOCATION(S): S ∎ q r1 R0 5 7 40.1; 4 . 5 Qor Li Yr nJ.7/ n c.` SUPPLIER S ^a/ MIX NUMBER V p p CI CYLINDER REPORT NUMBER 2 - -S/ SLUMP. AIR CONTENT PRIOR REPORT FR CO O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER P r w,. P AZ* , COPIES TO: LUMPIU t.1 T KR MWIELL GROW s INSPECTOR: � 01)6tS a AS.SOc . , 11 UNT d 3DluE.23 A. A. R. TESTIN TUKU)lLf1 13L06. DCPT 10 `229O SIGNED: 3538 ar 0 GROUT 0 MORTAR DESIGN STRENGTH 3 d v G NUMBER OF SAMPLES CAST 3 - 4.1 TOTAL CU. YDS. PLACED 3 CONCRETE TEMP u TIME ? . ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. WYES 0 NO / 2 Date or Plan Number REMARKS: /-1C) �,r. £i\ rr :•-■ . ( -7 " - cdt L_ A S -F�{ Air" of ei * *REVISION SUBMITTAL * DATE `Q? \IC) PROJECT NAME f4 UJ i GI/it ADDRESS MIb �.76lt'( CV 44%k 1' W0,5 CONTACT PERSON thlt .PrtJ D eC _ PHONE -- - a5aB ARCHITECT OR ENGINEER \<�f�t \ S h` 1% , - kA 'C =�- �1 -c{t 1,E v? �� 6 4 `--'`C 1a. 5' O ltl PERMIT NUMBER X067; PLAN CHECK NUMBER SUBMITTED TOs CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431 -3670 ?0A (If previously issued) TYPE OF REVISIONs ,CAi46 14* 0 K. � � e f 3 7 Wtt APPRO NOV 1 1990 But DIN DMS1O SHEET NUMBER (S) -0 "Cloud" or highlight all areas of revisions and date revisions. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIR: WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 6(22 9 `1 oft-'2% J1:3G Lx !a_ WATER )01 112,30a 3100 COIoa 150 k I ° Jo-110 QS'' / 150 4 10* �$ 9 15 ,000 530 FIELD TEST DATA TRUCK SAMPLED ) ct TRUCK TICKET NO. J b....3 421 8` TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR J1:3G 9- WATER �� O k I ° DATE E C l. - " 1 li - G `7 FILE NO. i " L. 0 1 PROJECT \ TA ILA. w A \ 0.2., 4 LOCATION ) ` ) 300 � o,�tn. ,�1A1t1r�wAy BLDG. PERMIT NO. riVr OWNER W THER pGCy TEMP AT AM AT PM \ EN `f4 I CI IP Ent- A aDG - s 4 ASSOC.. CONTRACTOR k N.� � 1 H \ rc e , BATCH DATA FOR 1 CUBIC YARD DESIGN % % A ADJUSTED CEMENT y FA. i i 39 a CA. ) ) s.6 WATER TOTAL )-\ l] r - "" 1 r k L tsc ATTN: 1 `� 1. D \-% \ U `\e■ I ttA PRODUCERS A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 MIX NO. 0 9 CONCRETE: 11 i 1 r te- AEA. ADMIX CACl2 PLACEMENT AREA & NOTES 1 l` Ivy LJ ,,PIES TO: LUMPKIN& Ft MT SDINeR. ■ Q - YLINDER REPO T SEE FIELD REPORT NO. COMPRESSIVE STRENGTH 11006E S4 A TIZRIYII'I1 U-. C.E/9110 I SIGNED: `fUKWILA BLDG. DEPT. 9-25 -90 I lb-110 CEMENT I t) 4 4, N_ 2300 CR CU. YARDS PLACED DESIGN STRENGTH 9 cza O r, to o Nit � l L) C n. N I: IL n is F CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET ND. 7 r 8 3 $ /079-90 Id - b 7 16 iz. 89,400 3160 /to / 1 , l I'- 10 a i stio y 1i-co a 8 FIELD TEST DATA TRUCK SAMPLED ig Z TRUCK TICKET NO. 4ce TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 41./.A....• 5/ WATER '4$i(cs TOTAL �- DATE /4— 9 -- 90 FILE NO. !e,-6"o/ T L TION /73•6 SzurI, i „,, i' l f w V BLDG. PERMIT OWNER R `J 4) TEMP AT AM AT PM ENG R t/,al )- g' 30 i Ai R., A p O6e -C 9- .► Act T '� `SS � � RACTOR . U ,1PI(,.J • =. /c., BATCH DATA FOR 1 CUBIC YARD DESIGN WI ADJUSTED i CEMENT -■ FA. Mill WATER TOTAL �- r �� TO: ?YLINDER REPO SEE FIELD REPORT NO. A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 e6)#1q ', t/ ATTN: en � vAiPy /^7 627 4--)5Ps /,��re, ” „KV /4 449. 9,4 Z MIX NO. ©q COMPRESSIVE STRENGTH PRODUCERS CONCRETE: deli //o s CEMENT S'rp g • • 2387 CU. YARDS PLACED AEA ADMIX _.T CAC12 Z DESIGN STREwc�@ PLACEMENT AREA a NOTES et/ r S / a,Q if,Q.a4P Ole G INSPECTOR: copes To L»4PKI UN HUNT SD SKIER_ A.A.R. 1-t006E.S 4 P 5504 -. , T'U KUALA BLDG.. DEPT D; 10-i b -q u T2Amm¢ c t._ cRo u.1 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. • s '-'• C , - ' 0 ILO( , I i S/.,zD II2,9or) 4000 p Ai _ CIS 1D--310 a $ is-s- -5 S90 L 1'x$1 10 "3-90 ' /5v, 5 1,e7 5 3 2 .5". FIELD TEST DATA TRUCK SAMPLED / L i S . . . TRUCK TICKET NO. / 5 1 S TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONG AIR ILO( aYy i S/.,zD ARCHITECT ID 0 ‘r-' S V / e 6,S"SK ? ,A" TOTAL DATE - s ' — 9 ca FILE NO. 90 -60 1 DESIGN WEIGHTS PROJECT r ie" if �#.4 y e //iZ ADJUSTED WEIGHTS / 47 Or) SoWr4 l f µr � ez F S''/ 7 BLDG. PERMIT NO. 6 07 S' — OWNER FA. W R EATH a a 2 TEMP AT AT AM PM ENGINEER / ci,t/ r V-- Z"A ` v s ',- i S/.,zD ARCHITECT ID 0 ‘r-' S V / e CONTRACTOR I id JI- J Joe I nJ r4I &.. 33 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT S''/ 7 FA. 1740 C.A. i S/.,zD WATER 33 TOTAL TO: fYLINDER REPO T SEE FIELD REPORT NO. A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 14 / 14 •°hi ; „C'.v ATTN: /le. U • tI Hl P K/ ) G .27 � /d Lh'�. ,¢JT)! �_4J ,Q_ 9 z, MIX NO. 9 x CONCRETE: PRODUCERS AEA. --� PLACEMENT AREA i NOTES • ' I Xi; mss ADMIX �^ ._. TkAM -ruKWILA 'B�D6, DEPT, -4-'W COMPRESSIVE STRENGTH 51990 COPIES TO: LU Pe.4. t 1 'U IJ't5 &DC) )..1 t.P.� I __ CEMENT CAC12 N 2263 CR CU. YARDS PLACED .2 7 DESIGN STRENGTH 31120.0 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1 227 $ - 3o 9 -10-- 7 joj(jt ■1 r 3 loll 500 3800 122$ 70 g--27 4 ? S 144 s - o Ncl 5180 52eo 1u9 ? - 27 -91) .P8' FIELD TEST DATA TICKET NO. 1.6/796? TRUCK SAMPLED f TRUCK iIM( SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR Ole 7' ao ■1 r 3 -- 5 70 11,6 DI 30...- 90 FILE y 6w wedielcutit PL4t4 % MOIST • rucecnee_ Aetoy. : , �. P �` i OWNER J�� 1; s �i TEMP a AT7' A M AT ,91 E IN E r cr e 3 1,/l r ARCH C 0.0665 e f j CONTRACTOR - c J /ikii . Q, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS 2/yo % MOIST ADJUSTED WEIG,QS CEMENT FA. ' yU o C.A. /gaa WATER TOTAL (J CYLINDER REPO SEE FIELD U REPORT NO. A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 t TO: WA, kA 7-me 1.11"ti,m ATTN: N Efl 114 164 IOCT 0 3 1990 S4 , MIX NO. 15, COMPRESSIVE STRENGTH PRODUCERS CONCRETE: kb l S c CEMENT AEA. ADMIX CAC12 N 2233 CU. YARDS PLACED !! I b y,+ Q DESIGN TRENGTH`,JaoO CEMENT AREA & NOTES 7 (�I[`L P (J) ."kQT 3 COPIES TO: L.u14Pei AJ I -FUMrs .JO/ AI ER-)_-- A. A. R. TES LABO TORY, INC. 110,066s4 6 ASS' caIG . 772-A/YyM _ C49-44) , SIGNEa ( ( TX-WI LA 7 P r 9-6,-*, , 9- z.7-90 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1523 9..2i-90'i-28-90 AIR 7 /Z ENGINEER 1‘5 1 4 %\OC )0‘ f ..t, 15 CCM RACTTOR .L J , ti, /,7 2Jc 101990 .). e 4 1'2s 1 10-19 -90 a 6 FIELD TEST DATA TRUCK SAMPLED ?/ 4 TRUCK TICKET NO. &3 4 29 ....... 4 . _ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR TEMP AT AT 6 44..... ENGINEER 2 s.---40 /Y Al7 Z lNe f cl: Sk a CCM RACTTOR .L J , ti, /,7 2Jc DATE 9- a / FILE NO. 9 -6o( DESIGN WEIGHTS 6 PR CT /q� �,12,� ADJUSTED WEIGHTS L ATION 5 d 0349 t Mai( 417" e t •sfrc oe.., i v / S/00 BLDG. PERMIT NO. 6073 OWNER CA. WEATHER .. 5 UNsA /,r/e TEMP AT AT AM PM ENGINEER 2 s.---40 /Y Al7 Z lNe f ARCHITECT / 4> 6-0S 7' /9.5� TOTAL CCM RACTTOR .L J , ti, /,7 2Jc BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS 6 % MOIST ADJUSTED WEIGHTS CEMENT FA. / S/00 CA. / 94 WATER 2 s.---40 TOTAL TO: FYLINDER REPO T SEE FIELD REPORT (y7 .R. TESTING LABORATORY, INC Post Office Box 2523 Redmond, Washington 98073 -2523 L 2 ,1pk,J (206) 881 -5812 , 14J.z ATTN: ! • `? V `C /A6a ? ;9sr'47 k 6 /7b, Z,t1,4 . 96/' 2- PRODUCERS MIX NO. COPIES TO: LUI. WKI N► 1 t 3DI14EQj RDIXESct J TRAMMEL.I_ G201,Z7, TUkUMLA l3LD6. De 10 - COMPRESSIVE STRENGTH CONCRETE O4h.. ( y CEMENT AEA. ADMIX CAC /2 D ESIGN STRENGTIL1.0 PLACEMENTAREA INOTES 1/ I3� /v / /i/n �� '. � C.� P�1, / / o d' 1' // INSPECTOR: C R 2283 CU. YARDS PLACED 7 A. A. R. TESTING LABO TORY, INC. SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. A3 49-, - 90 -9v ? Gxi 7. TEMP 1 Q.,4c7 /, 13 e) 10 — 6 1: 1 0 .z 8 / oo 9vo 3 ,ps0 13 1 to -I190 .4 / os - -, top 3 73-I, FIELD TEST DATA TRUCK SAMPLED J & TRUCK TICKET NO. i <34,2y CEMENT • TEMP. TMAE SLUMP %AIR UNIT WEIGHT YIELD FACTOR CONC AIR ��t.�► o ff` 5 TEMP AT AT AM PM ask =AL.. c ife-- Oggr-reDe Twit CONTRACTOR .L vyPiiij,.1 DATE -1,5 -- FN.E NO. 96 '4 / RO9 P E �K rs1.B`� 10 LOCATION JJ BLDG. PERMIT NO. Ge7,s' OWNER G� TEMP AT AT AM PM ER . uv' ;IL psi x. =AL.. c ife-- Oggr-reDe Twit CONTRACTOR .L vyPiiij,.1 i O W Fl OCT 16 199 CITY OF TUKWILA AN ING DEPT. r ATTN. /1.e> / '' (f /�'Pf /I.) /427 ti9S7i r As" .�a .tvT7d' / -1R - 9 e 'd' PRODUCERS ` /�f / P NT 5 AEA. ADMDC. Y'% /Q p- PLACEMENT AREA & NOTES NG LABORATORY, INC. st Office Box 2523 , Washington 98073 -2523 (206) 881 -5812 MIX NO. i8 X 4rYLINDER REPO' COMPRESSIVE STRENGTH CAC12 INSPECTOR: COPES TO: Limier /A/ 4 H!/Al1 T CID / MEe.. I * D ' E A. A. R. - nenrnmELL GIZbltJ, TUB i jj swam &Dt. £ PT. C7 ZD- 10 / /o / 2 - E FIELD RE NO.J3 000 N_ - 2273 CR BATCH DATA FOR 1 CUBIC YARD CEMENT FA. WATER TOTAL DESIGN WEIGHTS u7• MOIST ADJUSTED a CU YARDS PD DESIGN sT LAB RAT i lf, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1300 ?oil-909-2a!) AIR YEW? AT AT / L ENO R G - %ie S00 ZOO / 2 6 '� 28410 4 O 138 I 1 0-ii-90 a v 8 7. - /u 7 717) S.)- x, f - FIELD TEST DATA TRUCK SAMPLED J e.,/ TRUCK TICKET NO. 1s2 v a TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR YEW? AT AT AAA PM ENO R G - %ie , aa.,; v- ders. e CONTRACTOR v.• T�.J DATE - 6..9 0 0 g FILE NO. 9 ° - e l icidl q y plop 2 p OCATION ‘109,73-- BLLDDGG.PERMrT ND. OWNER WFJITI ��GiOut YEW? AT AT AAA PM ENO R G - %ie , aa.,; v- ders. e CONTRACTOR v.• T�.J TO: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 'L ,i to pox) 2 ATTN: �1) ^L M PI''l / ? 05•71V arc 6 SA-441:2 , hiSe MIX NO. 09 4'-YLINDER REPO SEE FELD REPORT NO. COMPRESSIVE STRWGTH N° • 2274 CR BATCHDATA FOR 1 CUYIC YARD CEMENT DESIGN YW4TS 5 • FA. WATER 1390 TOTAL itS r° MOIST ADJUSTED wElcS PSODUCERS AEA. PLACEMENT AREA & NOTES CONCRETE: #10; /G S CEMENT <7"b COPIES TO. Wt'WVJ N. HUNT( ankim HQDGES A. A. R. TESTI t PSSOC. ,TIZAI rt EU. CiZDUJ) - rimun &D6 . De VT 9-20- °1 D / I b -12.RD OWED: CU. YARDS PLACED '2 DATE AV-9-9n FILE NO. ge-ao/ PROJECT / iQQ � /A y e/09 2.0? ADD SS p /7 � � (.t/rr -L afe h1 BLDG PER/MT f�Q. OWNER R � � TEMP AT AM AT PM ENOI EER A R�� D 9 CONTRACTOR • .I u.C1P/CG�ti ' reap A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 TO h 4P t"i ATTN: //moo .Zu Al p /6,,2? 6,9s T/9 Aft._ e 77/c 9 Z INSPECTION PERFORMED: � - FIELD REPORT( O fiESTEEL ir CAST CONCRETE O ,MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER / 4 1/ 8 MIX NUMBER 09 CYLINDER REPORT NUMBEF62,49 SLUMP AIR CONTENT " - cS N_ 3451 PRIOR REPORT FR O FOOTINGS O AUGER CA our 16 1994 . ---.. �: I o WALLS O COLUMNS O OTHER LOCATION(S): Ov 7 /az, f,7r1. 9IDC A3 tbalo.Q p 1.J6' 44>apgJC p-6 CRETE O GROUT 0 MORTAR DESIGN STRENGTH €� NUMBER OF SAMPLES 4 e / CAST-.7.- Z TOTAL CU. YDS. PLACED _B CONCRETE T EM P " TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES ONO Data or Plan IMwnbar COPIESTO: WMPKINh HUNT (t8•01KIER INSPECTOR: - HUD6ES4 ASSOURTE) . TRRI.W%ELL A.A.R. M' . Bj GIz RATORY, INC. vw DG , 'TUKWILA BL. DEPT Io- 10.912 II +, - - SIGNED: ■ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1559 9.zy -9 Io 2 7 ‘)Q z_ A ITECT 1 l„o C 3L-- S'_s_..n e . . l bC' 800 3570 /a / 15 10-23-90 10 9a 28 15(1 4 8 FIELD TEST DATA TRUCK SAMPLED Clo/ a- TRUCK TICKET NO. ! 7 5 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEAS'. FACTOR CONC AIR /o c.4 A ITECT 1 l„o C 3L-- S'_s_..n e . . 0.-- J S I(C. 4v- TOTAL DATE 25 -- p FILE NO. 9p - DESIGN WEIGHTS PROJECT p ggitw� 7 P1a2At ADJUSTED WEIGHTS OCATION / 73 a o �ov7 ,vrcic ?I.(w `' BLDG. PERMIT NO. /0 7a OWNER WEATHER ' /e c eAis J7 TEMP AT AT AM PM ENGINEER vvr "ti:7i.lc.? c.4 A ITECT 1 l„o C 3L-- S'_s_..n e . . CONTRACTOR WATER BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT �� 7 FA. 1390 c.4 A WATER �6 C4 TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: L[J/eil -, j / c ATTN: /I6 /) A 41 /ti ,24.J 16, ? G-,47s . 77 - 4 Al . ,e, 6 MIX NO. © 7 CYLINDER REPOB T SEE FIELD . %is c� 5 1990 CAC12 REPORT NO. COMPRESSIVE STRENGTH PRODUCERS CONCRETE: , �7 � S CEMENT ST/) AEA PLACEMENT AREA a NOTES INSPECTOR: N_ 2286 CR CU. YARDS PLACED /mac' DESIGN STRENGTH 3 a COPIES TO; L.UMPKI N , WAIT IJT 4 SO I t\lER-, • -- ._--- A. A. R. TESTING LABO TORY, INC. H OD 6ES A� . , SIGNED: 7u...6 T UKLUI LA "BLDG. D T I0 -3 -°I( CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 13 0 ' 2- ?-7 -9 Q - t `t-`10 7 e/ Z 10(0,100 3 - 1 8 0 /a9 l 13r�3 10 -5-90 „zg p 6 / /s7,4or isi,3vo 557-r r3 SS 1 3r.-)1 to -S`to IM RN Eni I OCT 10 19901 FIELD TEST DATA TRUCK SAMPLED pl. 3 TRUCK TICKET NO. /7512 ‘pa / TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 444) ,. % 45 ie TOTAL DATE S ✓ 2 -92) FILE NO. L 9�`Jof PRO! "C‘147 y e /.o z + "Vg L Oa ATIDN /3 %00 .Spt, / e6 re e.Sad y OWNER BLDG. 0p 7. Z 4 TEMP AT AM AT PM ENG v.d'T 9 kJ A./ ARCI;117CT a e>/� S V 1 CONTRACTOR .6J ■s1 42 /1/11 T�IJe. BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 57 FA. X 090 I WATER TOTAL YLINDER REPO T �� SEE FIELD REPORT N A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 ATTN: 44b (J #4 /Pi4' ) l i . t rJ ,i9ve r TO: MIX NO. C> / POODUCERS CONCRETE: /4! je COMPRESSIVE STRENGTH AEA. "� ADMIX. CAC12 % DESIGN STRENti O PLACEMENT EA II NOTES , NT ` C 40 A l 4 ) 6 ` 7 . k f 6S COPIES TO: LUMPICIN I+UNT 4 MIME-a...WD A. A. R. TES cA5. 0:4 TELL mow, TUKWILA 'ELM. SIGNED: CEPT. 919 --�iO Io -8-q0 CEMENT Sl F --ruareIN23 .o 9' BO i N 2264 CR TORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1502 9 -) 9 l - 2S ` Lx to AM PM I o9,(o00 31ov AR HRECT ® CE S 4 ASSC9 i5o3 k( C..1 i ►o -H 10* ,;S .P8 iSoV FIELD TEST DATA TRUCK SAMPLED ) p2 a, TRUCK TICKET NO. ' i 3 9 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT — FACTO TEMP. CONC AIR )1:3c `I-1i AM PM ENGINEER � ulvrt r � o i P TL AR HRECT ® CE S 4 ASSC9 da k( C..1 TOTAL DATE FILE NO. 1 DESIGN WEIGHTS PROJECT ADJUSTED WEIGHTS ` TA Tl., K t.-0 /& y 1 b Z. k ,` n 1 LOCATION )'1 0 0 c. C.tn. , ---- 1 ARkW A BLDG. PERMIT NO. 10 6 r 5 OWNER W THE p 4G L TEMP AT AT AM PM ENGINEER � ulvrt r � o i P TL AR HRECT ® CE S 4 ASSC9 CONTRACTOR Lt,NN. N \ Ke, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ,` n 1 FA. /a96 C.A. 1 S" 4 WATER TOTAL • A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: ., ty K C . ATTN: ` 19'4 ACTtl L�w. s 4)o CONCRETE: / 1 , • t- s MIX NO. 0 9 YLINDER REPOICT SEE FIELD REPORT NO. COMPRESSIVE STRENGTH CEMENT �� 1 4 Z1 INSPECTOR: CU. YARDS PLACED PRODUCERS AEA. ADMIX CACl2 % DESIGN STRENGTH S O el " PLACEMENT AREA & NOTES }- S I es t' \ Lr.) &, (1 cao r n n Kit 1 e n R NE- R A r ,„ \i 11, E.-- O COPIES TO: LA) M PKI N • Ft U JUT II a DI Nt.R.. A. A. R. S N _ L BO T 11006E54 Assoc. ` I AmmEt 1. G�DU. I SIGNED: TUKWILA BLDG. DEPT. 9-25--9 N C 2300 INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1350 9-a-90-209:0 2.09d 7 G ► 2- WEATHE G./ G �p.4 SO, zoo 28 t 2o,c2._. r313 110I14o 8 CONTRACTOR 0 v,1~ 77A/ix 77A/ (38 e)-- 16-1/-,:o 078 FIELD TEST DATA TRUCK SAMPLED ! G/ TRUCK TICKET NO. 1s-3 y a Q TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR -9./4''' 42/ WEATHE G./ G �p.4 TEMP AT AT AM PM ENGINE R T— G rt ! O /�tJG ARCH CT G�..Q.S V-- �S� d CONTRACTOR 0 v,1~ 77A/ix 77A/ DATE FILE NO. DESIGN % % A PR CT /K0 y P/iaz,t4 CEMENT 7 7 LOCATION - ����4 /,� / / :ev/e y FA. � BLDG. PERMIT DG. PERM NO. / OWNER WEATHE G./ G �p.4 TEMP AT AT AM PM ENGINE R T— G rt ! O /�tJG ARCH CT G�..Q.S V-- �S� d CONTRACTOR 0 v,1~ 77A/ix 77A/ BATCH DATA FOR 1 CUBIC YARD DESIGN % % A ADJUSTED I CEMENT 7 7 v FA. � TO: YLINDER REPOR SEE FIELD REPORT NO. A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washin (206) 88 -5812Fil .I [ � � V 1 C I ATTN: I (J/11 p 5 , 4 r 4 ', 9'e / 2 PRODUCERS PLACEMENT AREA & NOTES � ltd MIX NO. 0 CONCRETE: 0 01` !G S COMPRESSIVE STRENGTH CEMENT Srb COPIES TO: LUNIPILI N UUNT4 aDIAICR. HODLES A. A. R. TESTI e ASSOC.. . ELL CR.OtA)) TVILW1 L R SIGNED: &D6. Pt PT 0 1-2D- 9 D N° 2274 CR CU. YARDS PLACED ZJ AEA. " ADMIX CACl2 DESIGN ST a ?•44:19 a RY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 13'1`1 `?-1 -9 7 c 2o-9v 7 A() / 7712 - 71,400 x ,9-0 /� 13 to -11-90 ,28 1 to -It90 / i FIELD TEST DATA TRUCK SAMPLED MB' TRUCK TICKET NO. 1<Z/4 9 • TMAE SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR ill ell 3 / 7712 i .57sk 3 5 i TOTAL DATE /,.9� FILE NO. 90 -Go / 9— -- 9Q PR EE T Tiviekr z.0.64,-/ l•12.2.441. LOCATION / 23 k2 ,� U17 � G6 � Pr "' BLDG. PERMIT NO. Go ?S - /f�4 OWNER THER d AloS72 TEMP AT AM AT PM ENGINE, , ER 4 -"l /7 9 aliAgim iG ARCH CT GLIB --rs' Q. .4 CONTRACTOR �v id: i,.:) 7` 414fe BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % . MOIST ' ADJUSTED WEIGHTS CEMENT u "ro FA. v vo est / 7712 i WATER 3 5 i TOTAL PRODUCERS A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 TO: Lt ' /" ATTN: 4 4e> , ff/1,p/ /d[l 1 - /957 /— Yes & PLACEMENT AREA a NOTES MIX NO. Ag? X YLINDER REPOT SEE FIELD REPORT NO.33 al COMPRESSIVE STRENGTH CONCRETE: /47/ fir CEMENT fo AEA. ADMIX• CACl2 COPIES To: LOHPi IN, /YUAl T CID / NEE., IfeD6lEr A. R. t . , rg rnm£LL. Gat, l i "mewl (A SI31tED: BCDb. £PT. 9• 20 IC) 57 N_ 2273 CR CU. YARDS PLACED c % DESIGN SIRE CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET W. 963 7 -27 - 90 8.3 -90 7 6" 12- /NZ 0 L I y,3a ° r140 /o 91pil' j s - 2 g 3 .90 7-6// 91,96 � 9=xI -90 47.6 95, goo 3040 -✓ FIELD TEST DATA TRUCK SAMPLED J 1 k TRUCK TICKET NO. f4 7P ___. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR /'S9 6 /NZ 0 . s sit b 7) TOTAL DATE 7- X27 -90 FILE NO 49,2o-‘4 / r lA ,7 ,;? PRACT rf:9R',rZLJAZ K LOCATION Lagin o SSP Olifec2s JP e Pity `1 BLDG. PERMIT NO. 6© 7 OWNER WEATHER // , cJiJJSh■w/ e_ TEMP AT AM AT PM ENGINES �- v 7 1 c ? )/Al ARCH CT CONTRACTOR 41} /`1 # r BATCH DATA FOR I CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WFIGHTS CEMENT . 4 .2 49 FA. WO CA. /NZ 0 WATER TOTAL (;) A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 TO: 2 ,4 ATTN: /VC I) _1 v /1(1;1.) MIX NO. Gg CONCRETE: ( "`YLINDER REPORT RE NO /e COMPRESSIVE STRENGTH PRODUCERS AEA. ADMIX. CJACIX PLACEMENT AREA i NOTES CEMENT 5 11 2153 CU. YARDS PLACED 3 x DESIGN STRENG'n+ -? ) COPIES TO: A. A. R. TESTING BORATORY, INC. V . T2AMME[,'. / ?uKwit. i SI NE Co 7 -3 - 90, 0 90 , 9 - - I FAQ — 18 - 7 't4S FILE NO. 90- 1OI \ A z. A P 1 J ALn. 1 W A ADDRESS \ ) r l 300 cS O, C 1 _ rt. 1�ATZ, k4.) +► BL PERMIT NO. ho '?s" OWNER WEATHER t aIJ €' nep.St TEMP AT AT AM PM ENVEER� . Nu t ( '. O R K e-TL AMIiiTECT n 4 A S. S4 C CONTRACTOR )-1 L.) Oc I`k M C. ATTN: XS L t U I \ ' . i M TO: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 sloy INSPECTION PERFORMED: REMARKS: K s r c ( FIELD REPORT( RESTEEL -- '4O CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER in I L L S C Tt, MIX NUMBER O c / CYLINDER REPORT NUMBER �� O o SLUMP 'f AIR CONTENT NflaoeS �. r oc... tC�w A. A. R. TES ''TUKdJvI� -1'► 'B I?tm. DEPT' ° 23 -Cie SIGNED: N_ 3275 PRIOR REPORT FR O FOOTINGS O AUGER CAST PILING O SLAB WALLS O COLUMNS O OTHER t LOCATION(S): ( S o 6 S 3 I i, er et el `1 1 . h re o ` s J S iv 'b B c `r o g A Q� tt i a 13 '4- �..t��a4irc ( DQC� �iHp 1 e. CONCRETE 0 GROUT O MORTAR DESIGN STRENGTH NUMBER OF SAMPLES CAST TOTAL CU. YDS. PLACED CONCRETE TEMP L L TIME)) t) ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES ONO Date or Plan Number 'RS COPIES TO: I172►1TQ �Tn_uf t. INSPECTOR: Ir Y, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. S4 `1 - 7 /4I7 7 -ai90 7 1K4 AIR '1,1 2360 Vi v (0 S CONTRACTOR LUMPkI•N, .INC. 2 2b 6 3 ° 'Z(0( (A-14. 2 o ATE 7 /7/10 I FIELD TEST DATA N/A TRUCK TICKET NO. /444 • TRUCK SAMPLED CEMENT TIME SLUMP % AIR UNIT WEIGHT YIELD TEMP. FACTOR CONC AIR 9:cxD FLU LT) WATER CONTRACTOR LUMPkI•N, .INC. 70 6 3 ° o ATE 7 /7/10 I FILE NO. ■ DESIGN WEIGHTS ARKW4Y R.AZA ADJUSTED WEIGHTS OCATION r 0 ► r C A 1 I /2 SICS DG. PERMIT NO. 67 S" OWNER LIME FA. in SK THER C R SUN�Iy TEMP AT AT AM PM ENGINEER • HUNT q JoINef ARC t E 5 Asscc. 7 WATER CONTRACTOR LUMPkI•N, .INC. TOTAL BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 I /2 SICS LIME FA. in SK C.A. 2S WATER TOTAL A.A.R. TESTING LABORAT ** . 1 ';� I j� Post Office Box 23 Redmond, Washington 807 (206) 881 -5812 L. 261990 L.UIVAT -S KIN, � � CITY ` 11 1 .�; ,� i� TO: rr h + ^ te IP ATTN: NED LLIAAPK 1��27 �,4STLA KE AvE . E . SEATTLE WA 981oZ PRODUCERS AEA. PLACEMENT AREA a NOTES MIX NO. FIELD e k IX CONCRETE: Q■ SrrE. 4FYLINDER REPO T SEE FIELD REPORT NO. COMPRESSIVE STRENGTH N° 2169 CR CEMENT TYPE r ADMIX - CAC12 EAST WALL . BIA2G -- `4' (5! LEFT WEST WALL 5Lb A' ( r44 LIFT) INSPECTOR: 4. 4 i��� COPIES TO: L()MAW, NO/ire S0 /A/4 /NOa6r . it Assoc, A. A. R. TESTING LABORATORY, INC. 77209112/r1b < < elet 4 Tl2KL)- u9 EL06i L .$T SIGNED: 7r2� • 90 CU. YARDS PLACED DESIGN STRENGTH v � cal? ✓/ s.a R_ DATE - ,2 7--90 FILE NO. ' P CT AV le earg ci ehr,..,„, DRESS /,COQ ,..„d712 u c)r.e ,, 1 BLDG. PERMIT NO. OWNER WEATHER / Sc.I /C h d .✓ P TEMP AT AM AT PM ENGI v yr S- ..3 /Alc.p ARCH CT ��,// AO PS 4 CONTRACTOR 2II,t416 %� Z TO: C A.A.R. TESTING LABPRATORY, INC. Post Office Box 25 1 LI I I I\ \I/ i I f 1 Redmond, Washingt 737 I 2543` , (206) 8814812 AU G 6 1990 INSPECTION PERFORMED: ATTN: rU.• 4.1 P /et /e7 6'S r/z ate COPIES TO: 1 /iMPwN) f}+/lsr¢ /A/e/2 f f355GY_ , �u, /ZOU� 77)4.0/L-1 25L06 . DfPT. - 1 -30-c?CO FIELD REPORT al4STEEL WCONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER " / S MIX NUMBER 60 CYLINDER REPORT NUMBER 2 /5■3 SLUMP 6 AIR CONTENT PRIOR REPORT LOCATION(S): ,p// it/ Th 5'. 431 ,5! b .� [HlOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER ECONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH cm O NUMBER OF ' NAPLES .:AST ? -Ie. X / 2 TOTAL CU. YDS PLACED .3 CONCRETE TEMP 79 TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. $ YES ONO Date or Plan Number N° 3157 FR REMARKS' �X T I riJ, t r' n I n' S re c I) v c Td zth,g .,/r... ;A) S 462 v.n ri a AA" s INSPECTO . A. A. R. TES G ORATORY, INC. SIGNED S -'iew ✓ I A. a' '�„� I TE X FILE 1,3 ---90 NO. AP'd *v1 P Aiele- ) 4 61 4e f / 2 d 1)J -Sez•eAri-fre4e.arc..pi EILD9PERMIT NO. JS'7S OWNER e EA ti R �2 TEMP AT AM AT PM MIA) T 94' <<✓cfr . ARCHI ,4 €..c 9c- 4 e CONTRACTOR , A r J Aei.011i.ci S.1i A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: ATTN: /Va.- /4 ki / /47 7 X4,9_57 9`l E Sc .,42 7T4. l )Q, 9 9/o INSPECTION PERFORMED: Ite EL d'G O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): FIELD REPORT SUPPLIER ief!/G MIX NUMBER �p K CYLINDER REPORT NUMBER ? - -2.7. SLUMP.$ AIR CONTENT COPIES TO: LUMPKIN, HUNTCTOINER.4 HOODS 4 ASSOC, TRAMMELL CRO L) �_, TUKIUILA BLDG. 'DEPT. 4 1-1 -6-c10 PRIOR REPORT FR O FOOTINGS O AU.ER CAST PILING O WALLS O COLUMNS O OTHER CONCRETE O GROUT 0 MORTAR DESIGN STRENGTHC NUMBER OF SAMPLES CAST- ?--4 ></ Z TOTAL CU. YDS PLACED 7- 56°. CONCRETE TEMP ' TIME . 9 #0 -ti OVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. ES ONO Date or Plan Number REMARKS: INSPECTOR. A. A. R. TESTING LABORATORY, INC. SIGNED: N_ 3300 DATE 9-1C/46 FILE NO, 10 "--4P/ C PROJE L4.44, y f AR7 i.e9f RESS / ?.boo So vr4 'e •2_. PkirA-4 BLDG. PERMIT NO. OWNER edit ,[-, TEMP AT AM AT PM ENGINEER, ry- 3 /NIL. ARCHfTEC T �� /e..5 ,- CONTRACTOR ►- deL' Ai, AO/d >(./ A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: , 44/V1 P If/ ;(J Z/V e ATM: 44 1) INSPECTION PERFORMED: O RESTEEL O CONCRETE O MASONRY CI STRUCTURAL STEEL DING 0 BOLTS O OTHER (FIELD REPORT /6.7 /4.tr' /,y 4'r_ LG /!Q 9F'J4 LOCATION(S): k' lo,'AJ /)e c iQ,J eye c SUPPLIER MIX NUMBER CYLINDER REPORT NUMBER SLUMP Al NT 0 YES REMARKS: r NO /1 PRIOR REPORT FR itJ /V .t - T/ 6 ' < / . N_ 3302 O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS / O OTHER /C-,:e6-. / O CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH NUMBER OF S CAST CU. YDS PLACED CONCRETE TEMP TIME ABOVE IT ERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. Date or Plan Number f N COPIES TO: LUNPKI N ► 1-1 UNIT 4 3DINEtZs INSPECTOR: c� .)j 1 IODGES 1 A�OC . Ti2fl�1F - 1E L CR&Q, A. A. R. TESTI G 27TORY, INC. 'TUKLVI U9 78L06. DEPT. c3-14-90 SIGNED: ;z CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET ND. 1 302- ?-7-#0 CONC 7 / 3 ' I O 10,1 O0 3-7 80 /o / I3(->3 ARCH CT pe:r.eS 90 ,095siele 10 Sgo „2A RACTOR iCv Al P f, v) Z. ftl e.. 13° `t- 10-s 90 Pe FIELD TEST DATA TRUCK SAMPLED .01 TRUCK TICKET NO. / 02 ,,,,2 / CEMENT DESIGN WEIGHTS TIME SLUMP 'SIR UNfT WEIGHT YIELD ���IT NO, TEMP. FACTOR CONC AIR 42• 3 ' AM PM ENGVEJR Mad r 9`' Vi/iti WATER ,, ARCH CT pe:r.eS 90 ,095siele TOTAL RACTOR iCv Al P f, v) Z. ftl e.. DATE �, 2 -9v FILE NO. "IV/ DESIGN WEIGHTS a �i►fi or, RK /-4.0 / f2 Z, ADJUSTED WEIGHTS A'# • '-. £ - ���IT NO, OWNER . 90 EZ ER 4 TEMP AT AT AM PM ENGVEJR Mad r 9`' Vi/iti WATER ARCH CT pe:r.eS 90 ,095siele TOTAL RACTOR iCv Al P f, v) Z. ftl e.. BATCH DATA FOR I CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT .51 7 I FA. / . 90 /I5 WATER TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: 4A[.L/lf JC�d. ATTN: /G'/? 'J7) /ta7 hs T - /,Pti��9v� __„Sz Al274 4h ? 98Jo Z MIX NO. 7 9 PRODUCERS CONCRETE: /47112.5 Q 'LINDER REPO COPIES TO: Ui N N 1)NT I MiLLER, 41i DWS cFASSCC iTRMWYIE-Il. GR.0U)s TUKU)ILA $Lr)6. CEPT. 9-19 - COMPRESSIVE STRENGTH CEMENT 57 s INSPECTOR: SEE FIELD p" REPORT U CU. YARDS PLACED 9 AEA PLACEMENT AREA i NOTES 45 A. A.. R. TES BO TORY, INC. SIGNED: ?r: DATE f -� -9a FILE NO. 9m -,Ga / , ROJECT if �� y X1,4 z.9 1ID7A / 7 00 - ei 4 "h BLDG. PERMIT NO. lo?S , OWNER WEA R TEMP AT AT AM PM ENGINE R ()4J 91--- ,1 Zit/ /2- /v 6Qs- /oS.,to► 6 CONTRACTOR Lt./ ,g-1i'ii ) ' Loti& (FIELD REPORT . N 3301 a A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: i-offi e h / .) _Z e ATTN: ___..eae) hV MP /'fi ^ ,(a,2 7 �RS -I/Q Are &,,x" "le? AJ/Q - 9p /D ?/ INSPECTION PERFORMED: d' ‘STEEL ra't O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER An /G COPIES TO: LUMPKIPI, H U1.1Tt 3Ot NM, HOri6C POSOC. RNIMELL CROU) 71)1c111 LA BLDG. DEFT; 9 -1B- IO PRIOR REPORT FR FOOTINGS O AUGER CAST PILIN O �__� S� t'WALLS O COLUMNS O OTHER LOCATION(S): At / Q 2 / •S eS / i.✓r t iv , .S/ �.rJricws..ir.� a / .1.50 e" .Z C L2 e—M" ‘‘ CONCRETE 0 GROUT 0 MORTAR MIX NUMBER D ' DESIGN STRENGTH p 2) CYLINDER REPORT NUMBER 2 Z 7 y NUMBER OF SAMPLES CAST3 —47 I L SLUMP 11 f2� AIR CONTENT TOTAL CU. YDS. PLACED a a CONCRETE TEMP. ' c TIME; 4s ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES ONO Date or Plan Number INSPECTOR' A. A. R. TESTING SIGNED: SEP 19 1990 CITY (» �i U�:v ILA PLANNING DEPT. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. C� 3 )5 9O 8 - 1 4 / S AIR 97 /oo 375 0 13L 1 V -a2-qv .4W (a2 G135 4f 447-go 1l FIELD TEST DATA TRUCK SAMPLED .-- TRUCK TICKET PROD T logy ici. 4z4- % MOIST NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR LONG AIR 3;•5 acilD TOTAL 70 (a2 DATE 7 -a5 -9b FILE NO. 90 -4 PROD T logy ici. 4z4- % MOIST LOCA , � o SbumdaJ Pay, BLDG. P RMIT NO. b75 OWNER TEMP 4 ATef _ r , o g am/ ENGINEER FA. ARCHITECT / i OD a CONTRACTOR V it timPX/m •uc., C.A. BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1. 5 Sx FA. WO S 40vt4V RI M C.A. WATER TOTAL Cc /LINDER REPO ( J) SEE FIELD O. 31g* A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 88] -5812 I TO: , � urn f1 (iAJ e, [ two 6 1900 ATTN: nI W LU pipe; A) )109 7 6,457 x E ? t.., SC-Al `Le IMA. W )0 L PRODUCERS PLACEMENT AREA a NOTES MIX NO. bi r 04049 CONCRETE: COMPRESSIVE STRENGTH CEMENT pie - -- _ ADMIX CAC12 % DESIGN STRENGTH CJOd Tff ' � 11xr r To , _ / otc if{ INSPECTOR: A _ COPIESTO• L. UNPK.1 ".1 RUNT 4 ,'O ILL RoPeieS A. A. R g iot oG. TR.A+Y;mtiL C ' 12c v4TuK.wi 1-4 SIGNED: BLD D a T. 8-I- q v CF 2133 G CU. YARDS PLACED LA RATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. g340 7-25-90C-1-9O AIR 7 AX+ ARCHITECT ' ICJ As c , l 0 500 3390 l q31 ` 8-2.2.-90 a i 62 q R -244D as 9 '1 g -i -qo 7 9,5 3030 - giti Y 8 -24-qo 2-8 FIELD TEST DATA TRUCK SAMPLED TRUCK TICKET NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 9:59 y» ARCHITECT ' ICJ As c , G CONTRACTOR 114 nj,1604 Th!, 4 a I'42 62 t DATE 7 - .2s- 90 FILE X O PROD T ptAz4 % MOIST 1730 &ant/Ctm PMv 43LDG. pERM Np UT OWNER L.A A TEMPL 9 5& ENGINEER M. _ , y» ARCHITECT ' ICJ As c , G CONTRACTOR 114 nj,1604 Th!, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ) V k • FA. y a 3 g. .Lm7i C.A. g5 s �y v ite...s G WATER TOTAL A.A.R. TESTING LABORATORY -- -- --- •- - - -•-- Post Office Box 2523 Redmond, Washington '9807 -2523- (206) 881 -5812 a „, , r' 1990 TO: 114 Tote, ATTN: PRODUCERS MIX NO. & Tt t,) CONCRETE: C'LINDER REPO .1••••• OED ).uwcpik io .._._� ���_ :�.�, : : _ .I ) 127 EA5r 61 qgio& COPIES TO: L u 1 » 4 PV-4U 1 H uw T - 3 O I M e g . Rop S crAS rTf2.R ri J TU KUUI t -� E'LDb - DEPT, 5-1- SEE FIELD REPORT NO. COMPRESSIVE STRENGTH N_ 2132 CR ..� CEMENT „ T( 114 CU. YARDS PLACED ADMIX CACl2 % DESIGN STRENGTH = AEA PLACEMENT AREA a NOTES d1 DC a'�' , r Qoer14 WA LL SCT I I ti - 1 4 i F otl S � L � r,Nu�i�� CT � INSPECTOR: I WvC� CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 9 )5 149 IC 7 -31 -90 3 - . 21 -90 '7 AS 14 i f CONTRACTOR 6.uiupkka i%l %, 6700 7,770 TOTAL 4 Ile ail ' AIR ` / 0 ?-1-90 Dg V FIELD TEST DATA TRUCK SAMPLED •-■.• TRUCK TICKET NO. ""... 101441 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC CONTRACTOR 6.uiupkka i%l %, I l 1 6 WATER TOTAL ' AIR ` / 0 DATE '7- ij- 90 FILE NO. 9o-61o/ P CT P /4Z-4 DESIGN WEIGHTS 101441 BLDG. PE R NO. 16 OWNER ) s i I R 1 TEMP IO AT � A AT/2 �� ENGINE z .a0; C. X!. ARCH) e A ssoc., G 47111 //1 34030 CONTRACTOR 6.uiupkka i%l %, gr Sif0006 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MQIST ADJUSTED WEIGHTS CEMENT ) s i I FA. /� Ya sly ) , 114 47111 //1 34030 CA. gr Sif0006 WATER TOTAL TO: ATTN: CcLINDER REPOR A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 9807325,23 (206) 881 -5812 � . ._.____ �N ..I lvti..1 :G. I � ;1919.' r �l�ccttt�Xi�1 � AU � 0 ateme, WAt, eigY a MIX NO. 8iT? (NOfl PIIOOuCERS CONCRETE: COMPRESSIVE STRENGTH CEMENT SEE FIELD 2 nn REPORT NO. N 2129 CR CU. YARDS PLACED " AEA. ADMIX CAC12 'K DESIGN STRENGTH 8 VC ) C PLACEMENT AREA & NOTES , 06, - 4 071- 4' L,i r Akerow4a... itISPECTOR: 1 11 W COPIES TO: / IMPK/N N111�LL sThL O P6 .S A. A. R ESTI LAB RATORY, INC. r Q TV.�C4_ , SIQNFD: 0sP7; 7-5/-90 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO . 9it -t -zoo 1-300 i 4x a AIR 53, goo 1, /,290 ____913 0 8 71 914 $-2I -90 At FIELD TEST DATA TRUCK SAMPLED ""'I TRUCK TICKET PR ECT .e Pz.A jrE-tG Pkwy. NO. TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR WOO TIu10 7 71 DATE 7 �- 9a FILE NO. 9o- /n/ PR ECT .e Pz.A jrE-tG Pkwy. LOCATION l r kteH BLDG, PP R� OWNER R r TEMP AT N 7a ATW PM ENGINEER f� < TJIJArr P al:/A2 v 7i ARCHITECT r , a Ass<e, CONTRACTOR /�� Ita 11/A ■r BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT )►S 40 l SK ,, • CC K-W ' FA. CA. WATER TOTAL A.A.R. TESTING Post Office ox 25 (! / ?Jl 'r Redmond, Washington 8073 - 2523 (206) 881 -581 AUG G 6 1990 TO obini /GA" axe r CITY : - ATTN: UV «J M X I P )(a7 64577.4444(- Sk4 TTL, /VA 9gioa PRODUCERS MIX NO. %91Te (9Qr) (ALAN ,lir% (:)FPr. AEA. ADMIX CACl2 DESIGN STRENGTH 2+ti.1. 1� PLACEMENT AREA I NOTES , . , � r AJotrW&u tL MIMI II. COPIES TO: L UMowAv, Hai rt T / m HoO4,E.s.se f3 SScUG_,,,LTROi!!/Y.6 0R UKw'� l P_s . PO P77 7- 3 I -9v Cc LINDER REPORC COMPRESSIVE STRENGTH SEE FIELD °°�� REPORT NO. 4/ O CR INSPECTOR: CU. YARDS PLACED N_ 2130 A. A. R. �S ex;,i f BORATORY, INC. SIGNr � D -,96-96 F go - Go/ CT i Q � n ew rc /& 7D / Pi` BLDG. PERMIT NO. OWNER Eli r QL� TEM PJ�� AT 63 AT M PM ENGINEER 1 Ar � u6445-15c, .:i'A/C, ARCHITECJ� /4, a A , CONTRACTOR - ' Alum# /*! -A.M. A.A.R. TESTING LABORR A�TO 'Y; INc.. PRIOR REPORT . v244 '�1 ;,, ,tr t e r r Post Office Box 2523 [j ! ; r ,�; ; . 4 \,'/ r 1. i i Redmond, Washington 98073 (206) 881 -5812 TO: . j � Z.r ^, � r�l �� ICI C DPI'. ._._. r / ATTN: N60 L ,flD "A) 110 7 6ST).406- SL, 101, 9 &rb.2 FIELD REPORT 23 _.._ JUL 3 0 1990 INSPECTION PERFORMED: RESTEEL O CONCRETE 7( MASONRY 0 STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER FR O FOOTINGS O AUGER CAST PILING O SLAB WALLS O COLUMNS O OTHER ' / n LOCATION(S): r )3 — Alotrn W /JL1j i/t J '7 L' /L'� pr e To c2 SUPPLIER S)1& MJ, MIX NUMBER `d CYLINDER REPORT NUMBER .P103 SLUMPHJ1ID AIR CONTENT O CONCRETE ( GROUT 0 MORTAR DESIGN STRENGTH (POOO NUMBER OF SAMPLES CAST 3 ij)C r TOTAL CU. YDS PLACED --- p CONCRETE TEMP L# TIME O : a ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES ONO Date or Plan Number REMARKS: 191- L LL L f1aCft1 .rte / 1 1] aeuip ,v I� LC D ' j 11 4 p' llh, SADDLE_ p &LIS thxr PIS COPIES TO: /.)MRN /N /YUA/ T d .:J /Al 2 INSPECTOR 006E 4,7s s. /i .1.0 LC- A. A. R. I O TORY, INC. TU,�Wt 231-126. DEPT. 7" 6-�?D SIGNE . _v,e/. N_ 3125 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS 8II M WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 685 � MMEE 1- A -9O . - /Q O 7 � y 5, , �fIOO ] I • 6O ate& 79 $- 1(o -9C ag sari g -ic2 -90 as' FIELD TEST DATA TRUCK SAMPLED ' ' TRUCK TICKET NO. '■••••• 111/ SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. WEATH ) -.giro T). ENGINEER ++++��� /� aiti% i T�GAu+4C. fie, 1aab l` CONTRACTOR t TOTAL 79 DATE 7-19- 9a FILE NO. 90 -6o/ DESIGN WEIGHTS 1 c w PRAECT dioly agzig ADJUSTED WEIGHTS LOCATION (� / O •Samar n Pkwy, OWNER ) L Sic BLDGZ WEATH ) -.giro T). ENGINEER ++++��� /� aiti% i T�GAu+4C. fie, ARCHITECT }ioD s e Ascer l` CONTRACTOR t BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS 1 c w % MOIST ADJUSTED WEIGHTS CEMENT FA. ) L Sic Li;,* "V C.A. as s lV l` WATER TOTAL TO: (7) A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881- 5812__ (2( CINDER REPOR JUL 3 0 1990 ATTN: Al eD la m J6 x7 645flooCk — ,:-:... - 17-F ,- 77.1 .�I - .I ..:1••..,,•:�.t., S rr� LUG .. 9Sio- -- _._—__._ PRODUCERS AEA. PLACEMENT AREA Ii NOTES MIX NO. S /TE 0414e7At) COPIES TO: CONCRETE: cri4ssCe/"2-A orzu7 7uk w/ LA !a D!O r. 7 -24- 90 SEE FIELD REPORT NO. COMPRESSIVE STRENGTH INSPECTOR: /3) N_ 2122 CR CEMENT ilL)U j I f - r � ADMIX CeCl % DESIGN STRENGTH Q J v DO Aim. B I s7 4 NOJJ CU. YARDS PLACED `r A. A. R. TESTING L ORATORY, INC. SIGNED: 11--$4 la CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 882. 1- I44O7- -z6- '7 4 lg WATER 2i, Boo I - e 883 VS 8-14-% $ 884 8 -1 a-9v Ig FIELD TEST DATA TRUCK SAMPLED ....•• TRUCK TICKET NO. "". TIM SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR EIS N J. D WATER g% VS DATE 7--N-90 FILE 60/ 9 -- PR ECT Mexivocf PL9z4 LOCATION 173Qo ,T1/C uric. P #cuxy, OWNER BLDGL f�fJQ 14) TEM. AT i.Ir"'V ENGINEER '' 11 ARCHITECT , ) 1 jL2 :6eS G.. r r CONTRACTOR opmedeita BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 , t O c� 11►Uc�.S •.V4k1 0 FA. CA. WATER TOTAL PRODUCERS A.A.R. TESTING LABORATORY, INC Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 TO: ATTN: iJ / 6 k6 SIQ7TI-4f, W4. 9g/0,2 MIX NO. J/ ((a/r) CEMENT " nye k Il • ADMIX CACl2 % DESIGN STRENGTH rhoo AEA PLACEMENT AREA a NOTES Au*, Q , .s 4' N, ie/s/ taut, Ujligmoff'I 1i CONCRETE: COPIES TO: L-JMP14/n!J HONT ¢ . o/ wEIQ HUDGL�$ Q om , OEIoT 72.(0 7o CYLINDER REPOT / SEE FIELD l3 13 REPORT NO. / / COMPRESSIVE STRENGTH INSPECTOR: N_ 2123 CR CU. YARDS PLACED A. A. R. TE TE TING LABORATORY, INC. SIGNEOf �l /1..../V ..• S1 t p4,'/ DATE ✓ �'gd FILV�.�6Iv / /- PR%e P!� A � D ft � D � / R � ► E �� SS � U• Q �00 0117 IcE�t1T�. / �eayr BLDG. PaTt5 OWNER TIJEEF4 4 TEMP Aq A „i0 AM ENGINEER ' j �T,,, �/A/T g V/J/ ARCHITECT �o C 45.5001 CONTRACTiRump , A � YA" , e, L 4 A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington-80722523 __.. (206)88 -581 °i1 (n1 , '' Jl {f "I� •: i...l JUL 30 1990� (- Pyiellt) r� r ATTN: A G O UI t p iN 4 ' )1 47 elisTL44k 6- E, TO: INSPECTION PERFORMED: RESTEEL CONCRETE �9 MASONRY O STRUCTURAL STEEL O WELDING O BOLTS O OTHER AI LOCATION dirm, mow e Sotray4 SUPPLIER Y,T M ul MIX NUMBER CYLINDER REPORT NUMBER L/ 62I3.3 / SLUMP m AIR CONTENT O CONCRETE GROUT g MORTAR DESIGN STRENGTH a9050 A000 NUMBER OF SAMPLES CAS ' %S G T A C YDS PLACED n et : 7 d TIME • P' e "" ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES ONO O. • 1 I ' 4.4 i .All .1L 1, _ I -iris 1/ 1 2.lxT . / • - . . -, ' ji r 46 • • 0 is Re6tu ti UTIfLU .Ldur l REMARKS' FIELD REPORT. • COPIES TO: Lu M UNr ■TQ wee.. INSPECTOR' I cA -� SOC. , ) TRA MM£.L_LCt u) A. A. R. TE . TL1 KW I L A 'BLJ . V 6PT 1'24?-90 SIGN PRIOR REPORT 31 ;1 O FOOTINGS O AUGER CAST PILING O SLAB WALLS / D COLUMNS O OTHER Date or Plan Number N_ 3124 L FR BORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. Q W 'NOV S -mil a 7 iix S WATER / 0 PO .3‘ s q gb 1 s - 9.3 -90 ?i1 1 R S1 ie S -afro .1( FIELD TEST DATA TRUCK SAMPLED • TRUCK TICKET NO. .........• T 1 7 /C6Vl . �. Irgino %AIR UNff WEIGHT WEHT YIELD CEMENT TEMP. FACTOR CONC AIR 8:;1'3 j h u ID WATER 1i8 !a 7-1.0 -90 Fl q o -- 60/ ThP-kurnq Pt z} 7 /C6Vl . �. Irgino s MIT 1�0 l *EATHER w � /� OWNER e�-i 7 TEM134 i{ AT "jC ENGNEERN, 0 36 �� _' " ARCH AI ` Assoc, CONTRACTOR �/ /MD gJAy rm r BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT I , 5 FA. ya shbvdSs tS »& CA. WATER TOTAL YLINDER REPO ! T REPORT NO. 3 �a5 A.A.R. TESTING LABORATORY, INC. TO: Post Office Box Washington ' 807 25 23 ( a r E \ I . I i �'1 3 � � l r (206) 881 -581 AUG G 1990 • ATTN , v G ALL fripk) i CITY ():- T:JK‘•o∎ 110,27 t.57z kE N __. _ _ Sttl- j /4) 98/ 2 MIX NO. v 1TE ( 1cxr) COMPRESSIVE STRENGTH N_ 2103 CR CONCRETE: -1 JI,..s .Y._ _ 'Try. DESIGN STRENGTH2COO INSPECTOR: PRODUCERS AEA. ADMIX Q j � GACl2 % PLACEMENT AREA a NOTES £L. T Al L SFr z 7c 4tkemiantl, CU. YARDS PLACED COPIES TO: Loci o,e/IV, /fuAr r- d /,vie,, HovA. s A. A. R. LABORATORY, INC. st4asoc . 1At .. 7ZWL .Dt A.06• SIGNED ,p�PT 6-Z c CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH _____PPSL„ I 140 SET NO. % 3 7-27-9o.3-')o ! S- air -yam 7 , � � / 2- i J d n a gip b 7 r CONTRACTOR X u og.? 0 ., ;J . 2.- - 74. .. .6 HELD TEST DATA TRUCK SAMPLED f 3 k TRUCK TICKET NO. / c �j — ` CEMENTT TIME SLUMP %AIR UNIT WEIGHT YIELD OWNER TEMP. FACTOR COW AIR P30 AM PM ENGINES t.. 7 / /At/ ft S s k b 7 r CONTRACTOR X u og.? 0 ., ;J . 2.- - 74. .. .6 DATE - 7 cw27 - 9e 9 FILE NO. 0e IP Ii4€,,,v DESIGN WEIGHTS � Tttcv.a. 4/ L ^ TION J - _ A• _ ,. i.., - . Al i CEMENT ' c. PERMIT NO. - 0 7.s OWNER FA. THER f/ , C[J/IJSh/J/ e. TEMP AT AT AM PM ENGINES t.. 7 / /At/ ft ARCH CT 494 S 2 .5�aZI• !1'._ CONTRACTOR X u og.? 0 ., ;J . 2.- - 74. .. TOTAL BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS 91. _MOIST ADJUSTED WEIGHTS CEMENT .4 2 J FA. 0�C.'7 CA. 082 WATER TOTAL /6L- A.A.R. TESTING LABO 'TORY, INC. Post Office Box 25 3 Redmond, Washington 9:173- ; ! !. ; ; Y./ r� !i (206) 881-5812 �� .27 AU C; C 1990 Aje J) I _ MIX NO. Qe COPIES TO: ZZliL/Pkiw NONrL •%ome.Q, HoD6Frs YLINDER REPOT SEE FIELD �.+ REPORT NO /a? COMPRESSIVE STRENGTH PRODUCERS CONCRETE: 0 #1/ AEA. ADMIX CAC12 - "ND DESIGN STRENGTH. PLACEMENT AREA & NOTES P///f../ i rlL S te/b a CEMENT Sr'L' CU. YARDS PLACED INSPECTOR: • CR 2153 A. A. R. TESTING L BORATORY, INC. SIGNE 5c.-'4e.11.00 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. eGl 76 in 7 -2-410 7 28 4x446 AIR 4-:p0 0 33 6 #I 8c a s-11-90 86 c 6-14-90 28 5 FIELD TEST DATA N- --_._....__ -- TRUCK SAMPLED TRUCK TICKET PROD T A 1 1 LOCA ION 1 730 0 n- TH CENTER ?KW; NO. -• - TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR LONG AIR ti is FLUID WATER �� O BATE' / l o / FILE NO. -� o I Q` PROD T A 1 1 LOCA ION 1 730 0 n- TH CENTER ?KW; BL PERMIT NO. .__ .(075 OWNER CI-EASON N WEATHER CI-EA SON ON TEMP AT AM AT PM ENGINEER I` T _Ifni NE-R. ARCHITECT I 1 +lc (2 E5 1 A ssoc . CONTRACTOR L.LMPKI N . INC. BATCH DATA FOR 1 CUBIC YARD DESIGN WEIj}{TS % MOIST ADJUSTED WEIGHTS CEMENT IX FA. y2 .SH , C.A. WATER TOTAL (c) - 1 7 VALINDER REPOIr SEE FIELD �� REPORT NO. � / 3 A.A.R. TESTING LABORATORY �IR � 7 - ; : Post Office Box 2523 t f I i i �1 l r , I (1'/ (�' ! t. Redmond, Washington 9807$ -25 - (206) 881 -5812 I JUL. 2G 1990 TO: LU11nPKl(�l ING C� °i i�;, ATTN: ED pl < LuM I 1' }EP_ t� 7 EA'T L.At ICE AYE . E SEATTLE, WA . X 02 MIX NO. fCEG —p M C7Qo UT CONCRETE: FIELD M L x PRODUCERS AEA. ADMIX PLACEMENT AREA a NOTES COPIES TO: I.JLMPII.7TP_Arnm�La� ('rr.,,0 J1 u i cC , 1oE0-- L- [ LK-WI L.A 13...0E�. O T 1 7..eva1 0 COMPRESSIVE STRENGTH CEMENT _ ypE T CAC % �- Sc VI L:2 IRE'PotzT 3173 N_ 2170 CR CU. YARDS PLACED DESIGN STRENGTH 2460 'Psi INSPECTOR: `! G A. A. R. TE NG LABORATORY, INC. SIGNED: /" � a¢ � 1 9 FI NO. O / r €*6141 P/4244 1 173 rrit A y, BLDG, pER0 Np. OWNER W 6 34 r.. ed kg; TEMP A / .d 1 ENGINEER, 1 MuN% , MiAxe , sue. ARCHITECT 7y� • e ���y� Aloa r 5 4 ssoc .. CONTRACTOR lainPRiw fie, A.A.R. TESTING LABO Post Office Box 25 Redmond, Washington 9 (206) 881 -5812 CYLINDER REPORT NUMBER SLUMP Club AIR CONTENT YES O NO FIELD REPORT N_ 3120 r ORY, INC. 73- 23- i i , i `d; /c' � f ! / JUL 26 1990 Cl ? 1 • TO: itu pki,. ATM: Mel) ) siiup)c M) 6 einr,u4A6 e, Seorae, 114 90o.;1, INSPECTION PERFORMED: RESTEEL O CONCRETE g 2 MASONRY STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): &Do, £ - AIo€1W WAILS SUPPLIER CSJTG Iy40 MIX NUMBER r PRIOR REPORT 3142.2 FR O FOOTINGS O AUGER CAST PILING O SLAB WALLS O COLUMNS O OTHER O CONCRETE pli GROUT )4 MORTAR DESIGN STRENGTH 'WOO tfil)0 NUMBER OF SAMPLES CAS T,' -.2 y TOTAL CU. YDS. PLACED CONCRETE TEMP 7Y TIME `i • Da ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. Date or Plan Number REMARKS 2LL we p� IC Ia . LA»L � �/k , ItMJ i / �uQ 1 iAr , , • out, r. ! a . r....• 7 L I ( Lgur6D L / ' L i C r kern+ WALL I ki6i E167 Sb& late ra- WA-LL COPIES TO: 04 AKIN Haiti T A ∎Tai 1.) F..a- f 1/4o6es f}s3G -J 772Af L L_C_ LZ, T[JKwI_la $cam.. D &Or. 7-25-90 INSPECTOR: A. A. R. T SIGNE ORATORY, INC. sci cam. saace., DATE FIDE O t,9 PR ECT ,ole,etvaV P1 i 00 2acmicle.okr. P#4cur , BLDG h RM? Nom. � OWNER r �Ta�j TEL . 21 PM ENGINEER HM.yuT e .3b -gate, ARCHITECT aCe-S e A oc CONTRACTOR Lu nmpk14) , TO: ;NSPECTION PERFORMED: FIELD REPORT N_ A.A.R. TESTING LAB 'ICQ ,RY; Post Office B x 25 �' r, (!!.: �r 1_1 Redmond, Washm on 9 7 -2523 (206) 881- 12 70 2 G 1990 PLN ATTN: __01 i ttiI^p *A/ 107 6015rLAxe- E. SEAnL A ESTEEL O CONCRETE MASONRY O STRUCTURAL STEEL O WELDING O BOLTS O OTHER LOCATION(S): 814 9 . 6 Afeuepi E ( I W is its SUPPLIER • MIX NUMBER CYLINDER REPORT NUMBER c2/027 " .2 SLUMP 0 AIR CONTENT — SIGNED' 3121 PRIOR REPORT 3/33 FR O FOOTINGS O AUGER CAST PILING O SLAB WALLS O COLUMNS O OTHER O CONCRETE � i GROUT $ MORTAR DESIGN STRENGTH2,0OO I WOO NUMBER OF SAMPLES CAS13`" CV (- .. 4 T2L YDS. PLACED OQNCRLiTE TEMP 74O TIME 9 W ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES 0 NO Date or Plan Number REMARKS' ALL I.AJIet . -/NE -U oye260 be1ur, Otopleall its Dive; ' 4 1 / Zhcf Mew WALL, 2"'4 0 ).tFr .� prrir LOU, Plat a 3Qwrrat) SDL) I 1 y tikr a W .LL, COPIES TO: LOL1P,0N, NL) kir 00 /A/E/2 INSPECTOR: �, ► _ j A/0126ESC` fi, c.„ Th.1°,mm0..t. (tee' vy) A. A. R. TES LI G 9t BORATORY, INC. 77)/ca cA 9 -Zs —�v PROJECT: Parkway Plaza Renovation ADDRESS: 17610 Southcenter Parkway, Tukwila ARCHITECT: CONTRACTOR: Lumpkin Inc. INSPECTOR AND DATE D. Newman 8 -31 -90 cc: Owner Architect Engineer 1- Contractor 1 -Bldg. Dept. OTTO RO- NAU & ASSOC RTES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 SOIL COMPACTION Elevation: Subgrade Wet Density: 129.6#/cu.ft. Dry Density: 123.2#/cu.ft. Elevation:Subgrade Wet Density: 128.01 / /cu.ft. Dry Density: 119.7#/cu.ft. INSPECTOR'S REMARKS MOISTURE DENSITY RELATIONSHIP ASTM -D -1557 Material: Silty sand, tan some gravel Maximum Wet Density: 125.01/ /cu.ft. Maximum Dry Density: 116.71 / /cu.ft. Optimum Moisture Content: 7.1% MOISTURE DENSITY RELATIONSHIP ASTM -D -1557 Material: Plant run 5/8" base course Maximum Wet Density: 137.41 / /cu.ft. Maximum Dry Density: 130.31 / /cu.ft. Optimum Moisture Content: 5.4% FIELD DENSITY NUMBER 1 (nuclear densometer method) 1 Location: Asphalt patch, utility trench W.side of plaza 10'S. of manhole Soil Class & Lab Density: Plant Run 5/8" base course 130.3 FIELD DENSITY NUMBER 2 (nuclear densometer method) Location: Asphalt patch, utility trench, S.W. corner of patch Soil Class & Lab Density: Plant Run 5/8" base course 130.3 FIELD DENSITY NUMBER 3 (nuclear densometer method) Location: N.W. corner of utility trench between "Silo" & P building Soil Class & Lab Density:Plant Run 5/8" base course 130.3#/cu.ft. Elevation: Subgrade Compaction % Required: 95% Wet Density: 133.6#/cu.ft. Moisture Content: 6.1% Dry Density: 125.9#/cu.ft. Compaction %: 96.6% FIELD DENSITY NUMBER 4 (nuclear densometer method) Location: P bldg. floor slab, 50'N of S. edge Soil Class & Lab Density:Silty sand tan some gravel 116.71 / /cu.ft. Elevation: Subgrade Compaction % Required: 95% Wet Density: 126.7#/cu.ft. Moisture Content: 6.2% Dry Density: 119.3#/cu.ft. Compaction %: 100% -1- EXA MIN E - �■ O N, PERMIT NUMBER: 6075 JOB NUMBER: 90 -270 ENGINEER: INSPECTED AT: Job Site Compaction % Required:95% Moisture Content: 5.2% Compaction %: 94.6% Compaction % Required: 95% Moisture Content: 6.9% Compaction %: 91.9% DAT ►� �' -, /- 96 / FI 7 R, "�17O/ PR GT /tT 7 ' J PKuyr OWNER 7 1. D . RRMRT� 21 HE TEMP AT AT AM PM ENGINEE , ,4�uo1 f TatJ Ems_ /C ?. ARC TT T 4 J / ��� CONTRACTOR -- P^ /N 27(X. FIELD REPORT A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 �� `'' f 'I E `i 1 ,4 i 1 Ill TO: u l N AUG 11990 .fir ATTN: �........� -. -. n �._ /647 Co6;z4ze 6, L � ;�L,10•9, 9f1e0a INSPECTION PERFORMED: REST EEL • CONCRETE O MASONRY O STRUCTURAL STEEL 01 HER P(� PRIOR REPORT N_ 3128 FR FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER LOCATION(S) ,D-, _itrreerdic, P 1 /N� a 3 5 #2 L, e I a, 3, SUPPLIER 0 CONCRETE 0 GROUT 0 MORTAR MIX NUM DESIG CYLINDER REPORT NUMBER NUMBER OF SAMPLES CAST SLUMP AIR CONTENT TOTAL CU. YDS PLACED CONCRETE TEMP TIME 74 YES ONO ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING D PARTMENT APPROVED PLANS. S.5./ D e o r Plan Number REMARKS' _1'u ✓a De/cal) M1cs o/C IR Detu c. -5 /'1A/_ Depryt OP' JO el Mw cJ i foot 14 Sir ltt45 ;iv g- pa/. COPIES TO: 1..1)MPK.IN! HUUr ; T o I Y 2. INSPECTOR - HnpCE A S ) TRA M r.l emu_. CAW, A. A. R. TESTING LABORATORY, INC. "TU KU,)I L� 13L.06,. 1- 2.1-41v SIGNED .. fza.R ✓ I ;.. 2 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SITE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. g03 7 - ,23.% I 7 -30 -40 B- 20--90 7 c e Af x s AIR (9 300 s'5P, o WATER qo� f �1U5 I-26-90 .fr FIELD TEST DATA TRUCK SAMPLED PR ECT Ay Pa TRUCK TICKET NO. •••••• ...-- TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 9: s Hi. WATER 74 &A DATE 7-423-90 FILE NO. 90- GO/ PR ECT Ay Pa LOCATION 17,Soo %SPlTo/de-Agee- Piecv q. BLDG. Pa OWNER WEATHER TEMP Al M ks V ENGINEER ENGINEER Aluor e MmO6C ARCHITECT 1� ■/d. g CONTRACTOR • /Lie /145 XJ/ due, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ) , 5 Sk . FA. 140 J bJ L5 C.A. WATER TOTAL MINDER REPOIET A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -' ;I TO: • ATTN: Mb) i w (, Z � • I 16, eil6r21,4xi CONCRETE: MIX NO. 3/ re (GIo4 COPIES TO: LUMP/J fluNrF \ V ,/AJe, .) COMPRESSIVE STRENGTH CEMENTIAWAL CU. YARDS PLACED PRODUCERS �f ��� AEA. a ADMIX CAC12 % ,,���� ,, y DESIGN STRENGTH � OO° PLACEMENT AREA & NOTES BLDG , '� 2 �A LP 'APT. k ll�� ni (ALL INSPECTOR: Ai REPORT NO. •- CR 212 8 A. A. ' . ORATORY, INC. c' Assoc . Tiei9/»m' L- - 0949,J� Tvx2 v tea sIGNE 734P6 TG 1-30 -q0 T4 dieG2 ✓i s_ .� CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. ?7 1 -aD-I0 7-21R0 7 JO g AIR 59/100 3570 CONTRACTOR Zine Q /a 7 V r VW WATER 8 -17- 0 is TOTAL 2°6 811.90 Z0 1 FIELD TEST DATA TRUCK SAMPLED DESIGN WEIGHTS TRUCK TICKET NO. "'� "� TIM414 SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR Ib:S1)gU l u CONTRACTOR Zine Q /a 7 V r WATER b[✓ OV TOTAL DATE 7-.20-90 FILE NO. 940-60r DESIGN WEIGHTS PR CT Rim PLAZA LOC ATION CEMENT ) BLDG. PERMIT � OWNER WEATHER 6,1 A) JTI TEMP : ■ AT 1 U y AT r�M `IAMB ENGINEER aj g /A.)6c ( ARCHITECT , e s is A rte/` • R J CONTRACTOR Zine Q /a 7 V r BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS °K MOIST ADJUSTED WEIGHTS CEMENT ) , S S e FA. " c' S ,..` WJLJEL,5 L �cMt� �,�,//�� �7 � C.A. WATER TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Ho x — 23 --- Redmond, Washinn 98b - 2523 (206) 881-8812 �w'. ' ' - i ;�:; r,; , ¶YLINDER REPO i SEE FIELD 7 REPORT NO. �7 TO: ATTN: AUG 2 79 90 . NED )p Kr a ii._ • 1 d� EA5 LQXE � . Dfi; Sam I LOA cligioa, MIX NO. Sire (GR od,r) CONCRETE: PRODUCERS AEA PLACEMENT AREA & NOTES CEMENT 1 Bl . .B - A.bOII M4LL ADMIX COPIES TO: LuMPKJnf, I1 at/ T Q' c /Na Npp6 6s igssee, , ) TkAmmE 624 (4 Tow A 18[.06. DePT 7 COMPRESSIVE STRENGTH INSPECTOR: SIGNED: N_ 2126 CR CU. YARDS PLACED � /� DESIGN STRENGTH oo0 A. A. R. TESTING L BORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIN WEIGHT TOTAL LOAD STRENGTH PSI SET NO. qd 0 '7 Ao-J0 7-2190 YIELD 14 ii TEMP. 6, 2 0 o 19 80 AIR Q0I - -90 cn q 07. $ -1/-96 .2S 1 FIELD TEST DATA TRUCK SAMPLED DESIGN WEIGHTS TRUCK TICKET ADJUSTED WEIGHTS LOCATION 17300 Lrt/e f-A Piwy, 1 5k NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 4 -41P4 TOTAL 1 DATE 7 - .26- 9e) FILE NO. 90- 6D/ DESIGN WEIGHTS PR CT WAy Plozn ADJUSTED WEIGHTS LOCATION 17300 Lrt/e f-A Piwy, 1 5k BLDG. Pr . OWNER WEATHER TE AT AT , , Q:, ENGINEER Y Hopi 5' Lioi -e. JVC. CA. ARCHREC D ` i Assoc', F iV CONTRACTOR S� n,P A// WATER BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 5k FA. / "(/ 5K. Lig ' CA. ` 1,, .7 iV SA ND WATER TOTAL A.A.R. TESTING LAB($$RATORY,�INC. Post Office Boot 252 °' 1; %�,) r- 177 -- ...___ Redmond, Washingtim 98073=253 , i / J [ i II) I (206) 881 -5812 7 1990 . �u . p khJ .`.l'lj%( TO: ` � f! ATTN: It 0, Mp ) /27 SeA.FLe. i L# , IC,E > WA, qgj o PRODUCERS MIX NO. SiTe. (MOQJAie) CONCRETE: f REPO SEE FIELD REPORT NO �Nt COPIES TO: LOMPx,AJ, Ht' it ?Q w e RDLKES COMPRESSIVE STRENGTH .... CEMENT lipC Tar AEA. ADMIX CACl2 ,w 'A , DESIGN STRENGTH 1E1)0 PLACEMENT AREA a NOTES 3 AA 4 ' - , [�(04144'IL L SSAC 729- eeull to 133 N_ 2125 CR CU. YARDS PLACED crams A. A. R. TES ING LABORATORY, INC. AEA , BONED: SsdQ ?.t vi ti CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. go6 723-JC 1-30-90 7 42% ¥ - AIR S X3o WATER q0 3 -xo-cio a 8 1 :3 908 '7G 8 -2o -90 4S 4 909 7 -30 -9a ? )1 o0 344,0 I.- 0110 g-2o -90 g c 11 t- A4-•9b $ FIELD TEST DATA TRUCK SAMPLED ""*"" TRUCK TICKET DESIGN WEIGHTS • NO. .+.... LOCATION p "� 7 c,YX/ r,4t HV/C- SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR )) TIME N / S,A WATER TOTAL 40* 1 :3 '7G DATE 7 - 423 -90 FILE NO. 9,0-4o/ DESIGN WEIGHTS PCT P/Azs4 ADJUSTED WEIGHTS LOCATION p "� 7 c,YX/ r,4t HV/C- P4uxf, OWNER TEMP / AT 9:/ AM : td (T yp `WE R e 7 / 5 ��� - ENGINEER e 1"O / ` fa se. ARCHITE - C • 140.06 Etc, G ,4WVe. " /t CONTRACTOR - , .■wpAi&7 ZM eaS Sh1AelS BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / S11. FA. fa se. i aE " /t CA ' eaS Sh1AelS S,A WATER TOTAL A.A.R. TESTING LABORATORY; ING Post Office Box 253 I:; ? Redmond, Washington 9073- 2523 • (206) 881 -5812 I tamp a :veI ATTN: A160 o f lim pN N 16017 genTmkee , SeArrie , bun, 9 fio .O. TO: -YLINDER REPOT T SEE FIELD REPORT NO. /a/ MIX NO. Sim (MO'.) (AUG ? 1990 (.'iTy . .. . COMPRESSIVE STRENGTH N2, 2127 CR CEMT 1 i J - - . CU. YARDS PLACED -"I'. PRODUCERS CONCRETE: EN Q� AEA. ADMIX. Q MIX. T CAC12 � % y I..�A DESIGN S TRENGTH , PC PLACEMENT AREA & NOTES �D�7 • — I ! �' 1 1 �IniI u)At �,. 3 II 'w 1 1 1 serifr2 INSPECTOR: COPIES TO: LOMAX /N H war d .727/N6./Z,, ff)L)6 E-5 A. A. R. TESTING LAB R •- ATORY, INC. SSOG 772•M/ -4 GU r11e1.0L.. 9 SIGNED: .^ �tJ ere 4/I .ka. !x[.06. AgoT 7-3a -N, DATE 1. qo FILE NO. 90 4 p / ri/s2? -.00 'Rog K 4 i41 cf ADDRESS f qp .590 r ie/rrl / 4 PERMR NO. c 7.5 OWNER R /I tIP /Q TEMP AT AM AT PM E PEE v, /T 9•• 0.0,.v A d i ,•-'e S )' /95 foe CTOR 1 //�Pkfi.0 7 P . A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: 2/1 Neli t ATTN: / I G� . p /. 04 Pyf; J L7 f vsr /Ap At E C.Q T7le; . 9,8/o z..° INSPECTION PERFORMED: fl 3ESTEEL CrCONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER (J FIELD REPORT PRIOR REPORT LOCATION(S): 5` O ,40Ap /•) I.>,..k �Tr.S N_ • 3290 FR O4SOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER ,' .S I C . • IIPP SUPPLIER / / S MIX NUMBER t oe, CYLINDER REPORT NUMBER 2 Zz cl SLUMP � AIR CONTENT '(NCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH NUMBER OF SAMPLES CAST 3 / Z TOTAL CU. YDS. PLACED CONCRETE TEMP. 4 S/ G TIME /' f0 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O NO COPIES TO: 4aiP/e .ti4 NOV T ON O /AtCI, INSPECTOR: N006e5 ¢ / / Trani . eagoe4 A. A. R. - 7 - 4.)424111 - A 2:4 De`frr 9 SIGNED: Date or Plan Number BORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 191 9=)' =90 9- i1,-90 7 ‘x12. ,4./..Q s i 2, ` 0 4000 X00 4: II ►- -90 - I$C' ID r'O91 ct SF D 14199a FIELD TEST DATA TRUCK SAMPLED / CI S" TRUCK TICKET NO. / 57J 2 • TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 11; yVC/ ,4./..Q �;S Wa - TOTAL DATE • 0 - S— 9 0 FILE NO. 90 -Lo I PROJECT r if w,� elm . /7,3 ©o SDCJrij "�,. ft`Cloci 1 BLDG. PERMIT NO. 6o7 b'� OWNER W E TEMP AT AM AT PM ENGINEER . A/W /7 ar— ARCHITECT #,�t)6 -ag s "- Ash ,• CONTRACTOR i a .44 A' /.f , L) "r-.d a, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT s'"/ 7 FA. 1740 CA. ,4./..Q WATER 53 TOTAL YLINDER REPO T SEE FIELD REPORT NO. A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: t /v1 hole/ ATTN: � e, L? . (/ 4• # K/ )4 .2 7 te7'41s r• %lro. ,¢.rrh �� - 9Rjei z, MIX NO a 9 X CONCRETE: PRODUCERS AEA.. - ADMIX - " CAC12 DESIGN STRENGTH PLACEMENT AREA a NOTES 2 /�� �-w� if r- COPIES TO: Li) MP610 1 t 1.1 cr J"D 1 N ,.P TAM • r �� • 'ru KW I LA BL06 . DEPT. ct- l2-�l0 COMPRESSIVE STRENGTH CEMENT INSPECTOR: A. A.A. TESTIN = BORA ORY, INC. SIGNED: PL . A '' S C 6 - CU. YARDS PLACED 27 cR 2263 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1227 $ 3b9 - (r9 0 7 1/(lt S IofI 5vo 3800 — X 22$ 1 947-90 8 (J OA 30-90 FIELD TEST DATA TRUCK TICKET NO. ig/ 7947 TRUCK SAAPLED TIM SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR COW AIR 1,2o S — — — 5.%4-. 70 La TOTAL (J OA 30-90 FILE O-60/ PRO C T Iv PMt4 `MOD Seginececner_,navy. BLDG. P RMR OWNER TEM * 0 4° "<' LJ ! �'..L'igi E NG u G � :7 `4 t D � A CT - i Ave, CONTRACTOR < BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 4/70 FA. i 41 CA. 'ego WATER a TOTAL (J A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 TO: Ll1rl pkdJ 'Tye, , ATTN: Al 60 .I�u N%N S 6417 S6477Z4 /til9, MIX NO. 6 ge r- YLINDER REPO T �.. SEE FIELD REPORT NO. ' COMPRESSIVE STRENGTH CEMENT INSPECTOR: CR 2233 PRODUCERS CONCRETE: 44 ) ��• �� ♦rrrY cA� . % DESIGN = RENGTH'. 3 O r_ 7 E: „ T A R 10 r A I. S .4 rOLIA arts e- 49W, -144-,q217 . i 1 • CU. YARDS PLACED ( 6 COPES TO: L1UMP/el1)J AoR A. A. R. S LOBO TORY, INC. IiQ496FC1t ASS'CIG "TP-A ham �-Li6 ��i�Q,t, SIGNE % "Pc---PT q© ,5 CYLINDER NUM6ER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. qW 7;11 A S -2.4o 7 LiX S WATER 580 too .3 .2 s.. qSO 1 w -M-90 ag 1 S., Soo X 300 QS1 4e $-9,3Qo ,?1( t 89, zoo 5- 40 FIELD TEST DATA TRUCK SAMPLED '••••" • TRUCK TICKET NO. �^ • TI AF LOCATION cu Way. 173 _ _?t1G�rvl�.. ►. /"'y /. % AIR UNIT WEIGHT VIEW CEMENT TEMP. FACTOR CONC AIR tz ✓ SLUMP �IuID WATER L$ 1,6 D 7- 2 (o - 90 F qa 60/ P veum y Pint LOCATION cu Way. 173 _ _?t1G�rvl�.. ►. /"'y /. BLDG. WI, OWNER SVt dAST TEMP AT 8.rd ENG mEp uivr i &it.7� Woe, ARCH 0x4-s' 4ssc! CONTRACTOR T . ,^ 1)I ,0 mo BATCH DATA FOR 1 CUBIC YARD DESIGN WFIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ) , 5 s k. FA. liO SRovel S c1;* CA. WATER TOTAL TO: A.A.R. TESTING LAB Post Office Bo Redmond, Washingto (206) 881- r'YLINDER REPOT T SEE FIELD REPORT NO. AUG 3 0 1990 pi ATM: kufripAgAi /6•27 E rz X 6, Sg-irnc- tog, 98io2 CONCRETE: COMPRESSIVE STRENGTH N° 2103 CR PINIOUCIRS CEMEN thAA i'(O Y' CU. YARDS PLACED AEA ADMIX -' C,g ay�- % � /�DE�SIGN STRENGTTH © PLACEMENT AREA 8 NOTES � CA T ' L i Z Tc D(' &) � INSPECTOR: / � COPLL?s TO: Lu 494/ ,, Haiti 7 N(., Hoes A. A. R. LABORATORY, INC. ,DPP 8 Z -9d ?-.13-54) • TE FILE NO. - ; ECT ' f ' Q irAtid z • 4 1 e /4 � 2 , ' •RESs .'./ 4 L BLDG. PERMIT NO. _ . OWNER WEA R r C•.44 AZ. TEMP AT AT AM PM ENGINEER /14/ Ai l' 4r S@ i 4/ A CT o !•_S p "VS "...c. i ii- CONTRACTOR Z Ll M P/Tiii1 7A/G TO: ATTN: A.A.R. TESTING LABO Post Office Box 25 Redmond, Washington (206) 881 -5812 /1''' 2 1.1 "-1 fi `t , :✓ INSPECTION PERFORMED: REMARKS: /4 /1 FIELD REPORT S E P 7 1990 CITY Or I AWING DEPT. 06F—STEEL R CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER /4/ /C $ MIX NUMBER © 9 CYLINDER REPORT NUMBER 2 Z G 3 SLUMP (.1 AIR CONTENT COPIES TO: L LJMPIt /A , f/UAIT 4 .Tor uEa2 INSPECTOR: 0D4res Assoc, 7IZAmmtA-L.. CIZ-o1 Z A. A. R. TuAcu)Is ' . T�EPT 9-10-4c7 SIGNED: IOR REPORT N_ • 3287 FR O FOOTINGS O AUGER CAST PILING O SLAB A'wLi LS O COLUMNS O OTHER LOCATION(S): llc�v T 6j2,,A7 � Q / � r1 i , Oar 13 CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH 3 42r7O NUMBER OF SAMPLES CAST -7 — G x / Z. TOTAL CU. YDS. PLACED a? CONCRETE TEMP 7c7 TIME iI . yd �� ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. Q YES 0 NO Data or Plan Number CYLINDER NUMBER FILE NO. 9 7 / DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI R u rho i ; , � ' N / O - R Ill/ . 7-7- .w /A/G P SET NO. 0 23 CONTRACTOR 1 Lill-1P ■ _1 „ •. S-uplo _ WATER ."830 31,20 , / 1 0 24 9 -4-90 g 05,100 40 o O 2-S 9-6 qo , 12 ‘,700 44 80 • - DATE — - q &.-9 -- 9e FILE NO. 9 7 / PR//2,I 4+ P /flZ- 7 % MOIST e CEMENT 2 „ rte 1 /t t.�/�iwrrr,1r �eKcd„t . RMIT NO. - et !-(23 ►R R u rho i ; , � ' N / O - R Ill/ . 7-7- .w /A/G P TEMP AT AM AT PM CT ar . I. CONTRACTOR 1 Lill-1P ■ _1 BATCH DATA FOR 1 CUBIC YARD TRUCK SAMPLED '/O TRUCK TICKET NO. /419/..4..5 . DESIGN WEIGtITS % MOIST ADJUSTED WEIGHTS CEMENT y?0 CEMENT TEMP. FA. i C e5 AIR /0; ( f C Jt0 WATER 33 TOTAL FIELD TEST DATA TRUCK SAMPLED '/O TRUCK TICKET NO. /419/..4..5 . TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR /0; ( f S, /(L 76 �L ATTN: YLINDER REPOItT SEE FIELD REPORT NO. A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 CITY W- I vi( i 1 7 MIX NO. g PRODUCERS CONCRETE: 70 CC? , 5 COMPRESSIVE STRENGTH CEMENT 623 iz INSPECTOR. CR 2155 T.0 CU. YARDS PLACED 24,2 ADMIX CAC 12 % DESIGN STRENGTH,3e 6 PLACEMENT AREA & NOTES 66 �..1 / /rI Thi s 3k)6. ) I4 6 L7 COPIES TO: LI MPJt /v, MINT Q CoiAJE Q., J/a�6 C A. A. R. TESTING LABORATORY, INC. s S.Shc- 7 IY ,r 6 ( - Theu)t u9 SYM ED: co 6, PEP r 8-go -90 , 9.1-90 - --� DATE q - 4 -90 FILE NO. go-- Got PROJECT - PARKWAY PLAZA ADDRESS 1 tiLl 41 'r ?KW BLDp PERMIT OWNER WEATHER �R TEMP AT AT AM PM ENGU IEER HUNT 0 SO INER ARCHITECT wcz. 4 Ate:. CONTRACTOR L.LLMP I: IY+1 Bolt •I S "Tr TO: ATTN: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 LuMPK V sc • ■LPP L. u, si iu 162.7 G.AsurL,At~e £ . SEATTL. r W'4 , c e (o INSPECTION PERFORMED: FIELD REPORT RESTEEL O CONCRETE O MASONRY O STRUCTURAL STEEL g( WELDING 0 BOLTS O OTHER LOCATION(S): ARc.}{ . * we eS RAP 5eAnM AT r SUPPLIER 14A MIX NUMBER I VA CYLINDER REPORT NUMBER RL /A SLUMP N4 AIR CONTENT IIA 4- 7618 was COPIES TO. LiIMP*h'J. Hint/ r * To/ivbE, INSPECTOR. /acs Assoc, T,eAinmr C'�ro A. A. R. TUKW/LA Faks.2EPT. 9 -4 -90 SIGNED: PRIOR REPORT FR O FOOTINGS O AUGER CAST PI O SLAB WALLS O COLUMNS O OTHER 1 1 1CR, C?��.�1�� N_ 3263 SEP 6 1990 CITY d'r TUKWICA PLANNING DEPT. O CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH A NUMBER OF SAMPLES CAST N/A TOTAL CU. YDS PLACED WA CONCRETE TEMP. IVA TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES 0 NO Sle3/lb Date or Plan Number REMARKS: t W SP TI='D %$i 13C.43Xc RAtT)6" ANL) Fot I 41) IT To erAn'Ly Wt �L Achl c T•r'+E VVEu T X1? M ITE C.�-, vIZAI T vpas Is �• —!46 ,. 111 II • TI G BO ' TORY, INC. - 4 .. DATE Q O FILE PROJECT QXwAy r. R.Alz4 X 113 S srt- WT AO D -7� OWN CLE GMi A R TEMP AT AT AM PM ENGINEER Hu ter 4 Jen 1 Nag. ARCFI_ FTE41: r�s + Assoc CONTR LuMPKiI •L £oNST: INc, A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 ` LuMPKt N K u c. ATTN: CD LuMPK N. 1 2 7 EASTLAKE -E TO: INSPECTION PERFORMED: LOCATION(S): AQGN Toweizs SUPPLIER 4�A MIX NUMBER N/A CYLINDER REPORT NUMBER NIA SLUMP NSA AIR CONTENT g /ir FIELD REPORT A RESTEEL O CONCRETE O MASONRY O STRUCTURAL STEEL jg, WELDING 0 BOLTS O OTHER PRIOR REPORT N_ 3286 FR O FOOTINGS O AUGER CAST PILING O SLAB 54 WALLS O COLUMNS O OTHER O CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH ti /A NUMBER OF SAMPLES CAST Witt TOTAL CU. YDS. PLACED ViA CONCRETE TEMP. I VA TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. Dic YES O NO 5/6 ho Date or Plan Minter REMARKS: WELDER. IS lie g C.:?R.TIF I'EDAAME: Ry57.Al2064MT) SZGzIw PAN tK" 5MAW MANIta PLATE AL.L.. I�51T'1eMs — VERT. R.in gassio1∎c : L] P --- (C.R E I L L e`j' 11 1GKNESS 26.14.p. 2 Uhl LIAA I TEC COPIES TO: INSPECTOR' A. A. R. TESTIN ABO TORY, INC. SIGNED: o p s VAS '4'701 7-3o-90 FII Nei - / PR wm( Peitut Mho Sow' oe iCkwy BLDG P� OWNER wEetP �..rgsr TEAiF, # AT �^' ]� ��'j�'� EN TA/r i MikA5C., .i o/ ARCH 4Ebas e / ssee, CONTR ACTOR • • TO: Pre - SUPPLIER H /L. S S MIX NUMBER b3 CYLINDER REPORT NUMBER 42233 ATTN: Web eL Luntoi/ 1G EAsrt4M6 e. A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 SLUMP REMARKS: 11460 2 7TAE La / 710; AIR CONTENT COPIES TO: L UMPK//V 110Air ,% /9 � "Tziga u9 aaN 4E07, eRetb 2-.56-10 C FIELD REPORT INSPECTION PERFORMED: RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER INSPECTOR: A. A. R. SIGNED: PRIOR REPORT DOM. OF" 8ce.c. 8 3217 FR FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER LOCATION(S): Aos (2/) 4omt d /N (3or erf ell e i S d2 /A/ -1 047 koss X CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH 3000 NUMBER OF SAMPLES CAST 3 - t9X /2 TOTAL CU. YDS. PLACED 15 CONCRETE TEMP 70 TIME 7 . a0 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. ES ONO Date or Plan Number' %kite' Noe, p14660 46Akk -t (1_005.004w-6n I iN 1 CITY OF TUKVVILA I' ., BOB SANCHEZ FORD Field Service Representative • • .'t • • , , t 1. ••. ••, exi L 00 9 Frzcel p -1 --# ieLl 6... i .. Ti . . 441k,1 1.0,1 exa ...------- • • A •I , , . k 0, ) ; - PAN • x 443, a , IN 4899 443 dIRAP _ Phone; 219 .3171 or • • 3-8441 FAX: 1400.828- 7 PLAN CHECK NUMBER SUBMITTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431 -3670 * *REVISION SUBMITTAL ** DATE PROJECT NAME Chi& kk3V11 FiSt ADDRESS 175 `" / L}u i1ct..G lite. k ti CONTACT PERSON 1 Llt 004 PHONE �� - g6 0 6 ARCHITECT OR ENGINEER "v ?L1 PERMIT NUMBER 0. 6 (If previously issued) TYPE OF REVISION: b Qq,'( kA 101 f9tY1 hMj'i' X 160 , P noh,o pe•i .Vei 44 (*Look ru* p0f, SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. � 8 /ai /90 rjccc vED cii , G's: l oymtu\ AUG t 0 1990 PERMIT CENTER CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS 8IM • WEIGHT TOTAL LOAD STRENGTH '`--. PSI SET NO. q? 7-25- AIR 7 a.)(4. . ) 0 500 3390 l q3 42 8 -21 qo .21 13 Zoo 1 -i2o0 to 93 R -2.140 28 ' I3,1bo 4I7o 93q g -i-qo 7 . 9,600 3030 Z ghio s -22..90 93 12 39a.0 9 Li.1 g -2.2.- a-$ 12. t200 1 40/0 I FIELD TEST DATA TRUCK SAMPLED � TRUCK TICKET NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 9 :3o CA. . ARCHfECT 5 CONTRACTOR lu+btD 1 u ?, 42 11µi TOTAL to DATE 7- .2s- 90 FILE 90-4o/ PROD T NAM % MOIST LOCATION /73& t%_ rrrw . �POIUIVr BLDG. RM� OWNER Dr i47 4 J TEMP AT ENGINEER ) IJDdit /V CA. . ARCHfECT 5 CONTRACTOR lu+btD 1 u ?, BATCH DATA FOR 1 CUBIC YARD DESIGN WFIGHTS % MOIST ADJUSTED WEIGHTS CEMENT Wee FA. ' iL sg. I i-0 Ty `• g am CA. a5 S &ve 5 WATER TOTAL ot/ To• LIM (YLINDER REPO T BEE FIELD II�] REPORT NO. 61; A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washin s n :Jo (206) 8815812 11 ATmN: OED '! Pki CITY OF `fUK\ iLA )1 99 �� -45ri i PLANNING DEPT. s'iltz- COM MIX NO. SI (41,714 . : ,�� I \11 24 1990 CONCRETE: COMPRESSIVE STRENGTH N_ 2132 CR CEMENT 1' 1i iC Cu. YARDS pump PRODUCERS �J MA ADM IX i CAC12 % DESIGN STRENGTH �"'� )) PLACEMENT AREA i NOTES ADC £ h Q d , L, r Cot iw WA � �J 11 t1 .. ,q / Li S �f L F� soscr,Nuoi�l.C.. c7 a COPES TO: LuM NUN T'* -3"o wee NUDi dzc crASSbc raa rnnn�c.►.� Ca.ew,TUKWI 73L96. 'Deer. S-I -OIo , $ 7.2,10 INSPECTOR: A. A. SONE TE .TI LAB` RATORY, INC. �� Tor- CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIDE WEIGHT TOTAL LOAD STRENGTH PSI SET ND. 31 ". /4 4b S - I - Ro 1 VX$ AIR 4 /7 1 /00 i• 29 TOTAL - 2-'0 .2f (p • a c05 442-go 24 4f5 '700 1 0/0 FIELD TEST DATA TRUCK SAMPLED �-� TRUCK TICKET a5-9r� 74 W 4 P± LOCAT fro U NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 3 : A5 1 l aiD TOTAL 70 (p °- FILE 0 -G0/ a5-9r� 74 W 4 P± LOCAT fro U Pay, SLDQ. P PN OWNER .: lick gook/ lick TEMP AT ba AT 9 PIN ENGINEER m(AJT A�_ J! , ARCWTECT / y tt 4 5614 CONTRACTOR L 1PROJ Tug, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED mom CEMENT J. sic FA. WO J V t _TAAJD CA. WATER TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 0 MIX NO. sip 690) AUG 9,41990 1TY OF Z CRWlLA P LAN NING DEPT. TO: ATTN: N GL 1u M JC 17 01571M6 SC-AI WA. 9 PRODUCERS CONCRETE: CYLINDER REPO PT SEE FIELD REPORT NO. COMPRESSIVE STRENGTH __. __ —r'I bi p'TAC Cu. YARDS PLACED % . DESIGN STRENGTH.. &a CR 2133 AEA " ADMIX. CACl2 PLACEMENT AREA & NOTES ...?1,1)G. 1 . 4 AP .2 ii Top ti]otaft U/5 .r COPES TO: l..UvIPK.i►J, I%U , Td SO11.1 NpGbeS A. A.. 'fA . / TRAM ,t ri24 u4Tutt -.L) L... SIGNED: '$L) 0 av T. 8^I -9v -73,49 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 906 7 -a34C 7 -3e4o 7 o2 % i ii' AIR g 0C4 o s3o 1 007 TOTAL. 340-90 28 / /yo0 3630 90S 8-20-90 1"S g6 0 d 3 601 o q09 -7-30 -qo 7 11 00 Se n Z 0 110 8.20 -90 It ` r /670( 48 to a7 I1 t30-tb .2 8 Is3 00 4810 FIELD TEST DATA TRUCK SAMPLED """"" TRUCK TICKET PR P` _ /r i '/fJ LOCATION )73oO ckwyeeivEz.. NO. +� TIE SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR I saw WATER TOTAL. DATE 7- 423 -9• FILE NO. 90- Go/ PR P` _ /r i '/fJ LOCATION )73oO ckwyeeivEz.. Pxwy, OWNER BLDG. ER WM r "(9.2 AT9'AI c? ENGMIEER � � y� �'v Z . . zjic s ARCHITECT c • A ssoc . 7� V CONTRACTOR , 2VIV A 7 AJ BATCH DATA FOR 1 CUBIC YARD DESIGN WFIGHTS % MOIST ADJUSTED CEMENT 1 sk. .WEOHTS FA. Mfi se, .Cn4E - V CA. •26 snaets saw WATER TOTAL. TO: ATTN• A.A.R. TESTING LABORATORY, INC. Post Office B 2523.__ Redmond, Washing 98C - (- [ 1'! [ U) (206) 881- 12 1 _5 �� CONCRETE: CYLINDER REPOT SEE FIELD REPORT NO. 1 o� AUG 24 1990 CU Y Cyr Ai@ A/ Nt )47.17 Efisnime SE-A ze LI I9. Woo. MIX NO. S' '7E- (!vOcist) COMPRESSIVE STRENGTH CEMENT T ,{ T - • PRODUCERS Imw AEA. ADMIX. t, CACl2 PLACEMENT AREA it NOTES )t1bO • �3 — I V .% / t att. -4. 50 Lair Mem c R 2127 CU. YARDS PLACED DESIGN STRENGTH l g"' .52 INSPECTOR: COPIES TO: LDHAciy, Hvur4 .Tr2iwe.a.), N-604as. A. A. R. TESTING LAB RATORY, INC. itZJSSO 02DU0 / TIJKLU /L14 SIGNED : c.e. 13[06. D6'7 7 -36 - ch7 , 84-40-9e) CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SITE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. FACTOR 7- ,23.9) AIR 7-3o -90 5 -20-90 7 tg` Aix B 1 69 300 /031 O 0 S'52.0 6140 71e _gO3 goy- q.0a TOTAL. $ -26-90 ?*s /c1 `/7 ()v 6540 FIELD TEST DATA TRUCK SAMPLED '" TRUCK TICKET NO. "'mom TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 9: s 1u.�b WATER 71e (oA TOTAL. DATE _7-4.23-9O FILE NO. 90- God • • ECT r ,., A P1 TICN • 7300 akin €l aem7 y, . e PrEla OWNER THER iA6 , TEMP /42 A7 � •74-- v ENGINEER Minor a ap'4 T&C:. ARCHITECT a fl5s0e.. CONTRACTOR 1 umoJCik Zua, BATCH DATA FOR 1 CUBIC YARD DESIGN WEUiTS % MOIST ADJUSTED WEIGHTS CEMENT ' , 5 t • FA. 40 st L5 C.A. WATER TOTAL. TO: ATTN: Post Office Box Redmond, Washington (206) 881 -5812 A.A.R. TESTING LABORATORY, INC. PRODUCERS CONCRETE: MIX NO. Ire (Gracar) COPES TO: LUMPK./N, 1luAJrFQ7.1/JaE4, e9,6647 se' Assoc . T- u- IZ% I Pr 1-30-90 / '- e - o CYLINDER REPO T SEE FIELD 8, n REPORT NO. AUG 24 1990 CITY Of 7 LI1 W — , 1LS17 AS144 6;�_ _ �G OEP &NU., w»1 *ma. COMPRESSIVE STRENGTH N_ 2128 CR CEMENT ,+ PIL CU. YARDS PLACED / AEA. ADM ADMIX ^^ CAC12 yam ' I L DESIGN STRENGTH 200 PLACEMENT AREA & NOTES BLDG s ""°. Z V N L' L7ar" & i ' i ( INSPECTOR: �J�: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET ND. 915 7 -291c 741 -90 YIELD 944 TEMP. e� j770 AIR glie I h- 11 -90 28 i/e00 37 60 ali 8 -2I -90 D$ v //6 36(1 o FIELD TEST DATA TRUCK SAMPLED CT PL4z 4 I TRUCK TICKET '+' ALDO. PEFi IT i / � J, � •■-• NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR iZit5 16 a�- 90 F 9 - (o/ CT PL4z 4 I ? 7 XI7 M2EJV* Pi ALDO. PEFi IT i / � J, � OWNER WEA R TEM% 2 A��►► ENONdE�R. �' `�Q�i - //s ARCHRE pass a A e d] SL, CONTRACTOR R ' ...u,u J? * ACe 3:+4.0 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ) SC FA. Ask. ). 04 `�Q�i - //s C.A. d] SL, 3:+4.0 WATER TOTAL A.A.R. TESTING LABO Post Office Box 25 Redmond, Washington 9 (206) 881-5812 TO: Aiiiii 604/ e ATM: *JW 16177 F..4sr E. S'trr, use 91/0a MIX NO. TL rYLINDER REPOT SEE FIELD l�O NO. 3 J n est o 0 61kfiNig0) 73- $U G 2 4 1990 CITY 7).t. b A PLA fd4Nr, +r n I COMPRESSIVE STRENGTH N° 2129 CR PRODUCERS CONCRETE: CEmNT > UCI TOE D1( CU. YARDS PLACED AEA. •! ADMIX '� CAC12 DESIGN STRENGTH I �] PLACE AREA i NOTES li G ^ 7 - 'T ' / //` / menow IL . INSPECTOR: / I COPES TO: t uA4PKiN NOA)T¢ cT JAIM12. HODGF_% / A. A..R STI LAB RATORY, INC. A r y7'RAfir»F CR6ry�7Z) W,V [.A BtLb, SIGNED: OGAQT; 7- 31- 90, S-2.1-9 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIB WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 91L L '1•dtllio I l -31-90 e-2.1-90 I as 4 iX 8 AIR 53 9OO as700 (1;290 5220 WATER q 13 009 4f 84'-?o at i 83'100 Sa 10 FIELD TEST DATA TRUCK SAMPLED "... TRUCK TICKET We PLAZA LOCATION MOO & rtieciurt -,t PI&' f. NO. TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR WOO fui WATER `7't 71 DATE /' .2 4 1-- 90 F 90 -601 We PLAZA LOCATION MOO & rtieciurt -,t PI&' f. SLOG. P�� OWNER R j TEMP AT y� 70 AT fl J * ENGINEER . P ao • V.V. ARCHITECT tiassM , * CONTRACTOR ' /UAIO M.10, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ' 1 5 S g. FA. ILO S 00 CA. WATER TOTAL TO: O n i23 1990 581207Y Ur Tt.71 4V LA PLANNING DEPT. N A.A.R. TESTING LA Post Office Redmond, Washin (206) 881 ATTN: IJ0 3 i4w z p/LJIJ 1 47 EAsTe.A -x- 6. 57744 ,VP, MIX NO. S 1e ((Guar) COPIES TO: LUMPk/N, HUB Tt TtaraEr NOQiES e 620447 &o 0 C PT 7 -3/ ?o 8- 2I -90 LINDER REPO T SEE FIELD I d O REPORT NO COMPRESSIVE STRENGTH PRODS CONCRETE: CEMENT AEA. ADMIX. CAC12 DESIGN STRENGTH 21/Y) PLACEMENT AREA & NOTES '� , I s 4 NacrW &Ui LL INSPECTOR: A. A.. R. SIGNE N_ 2130 CR CU. YARDS PLACED BORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS 8IM WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 88s 114-90 AIR 7 .2x WATER 5,600 1171150 TOTAL 886> 7 i ' g-1l0-9c ag 9 � g2 qao 5$ 8 - -90 a-g $ a460 FIELD TEST DATA TRUCK SAMPLED '�." TRUCK TICKET NO. '�. TIME _ , SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR )O DO C.A. WATER TOTAL 7 i ' DA ! _, 7 O FO D'. 40/ Rq P A c Aoo s . yr Pew y BLDG. OWNER WEATF ' !1n/ TE ( 24 ENGINEER IiuAir ? avateic., T.JIjet ARCHITECT �/►r� c CONTRACTOR 111/14PAMV Zove BATCH DATA FOR 1 CUBIC YARD DESIGN WFIGH % MOIST ADJUSTED WEIGHTS CEMENT i c w l FA. Ya S tag S /i Sokied2S S 94000 C.A. WATER TOTAL p/1 A.A.R. TESTING LABORA Post Office Box 2523 Redmond, Washington 980 (206) 881-5812 To: _ LI f/ ATM: UV eD 2 Iaeoa � 1a? 6457-‘Are , . 9%/Da fYLINDE r OT /3/ MIX NO. ■/7 (Mierfit) m col AU G 201990 ori • COPIES TO: erA soe-i ,ee)-,t- 04ELc. e'i2c6) Tukw/ c.A /vG DsPr. 7 -24- 90 , 17-4 - 90 COMPRESSIVE STRENGTH 1r INSPECTOR: LD NO. N2 • 2122 CR PRODUCERS CONCRETE: ^ � IV 1.4 AEA. ADMIX Q C % DESIGN STRENGTH A PLACEMENT AREA & NOTES /7L(/Ap , / S 'y/ J/a Nog awLL CU. YARDS PLACED 9O A. A. R. TESTING ORATORY, INC. SIGNED:c71/ �r�ipQ & ✓/ S�0_ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE Z WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 882_ 1 - I O7-210-90 .7 41 AIR 2,1 I "54,0 4 i f iii 8S3 1 8 -14 -90 .2g VP /KDw T11i, 3?-70 (20 884 8 -1a -90 g 1 33 aa90 FIELD TEST DATA TRUCK SAMPLED '�� TRUCK TICKET FILE NO. 9a 4o/ 9I. MOIST NO. ''''' TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 11s Mali, 4 i f iii 110, ARCHITECT , J{� y ' �r d gy VP /KDw T11i, 7 90 FILE NO. 9a 4o/ 9I. MOIST i i, !ili" 2k rsirCe•ur e Pi+C1,1.y, sr_. OWNER FA. 40 s,4ouea at) TE : osig ENGINEER 4 i f iii 110, ARCHITECT , J{� y ' �r d TOTAL CONTRACTOR /KDw T11i, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS 9I. MOIST ADJUSTED WEIGHTS CEMENT 1, 5 sr_. FA. 40 s,4ouea CA. WATER TOTAL TO: Arm F-+o l Ufl1/ A/ 1,27 egsmekc , &47TL4, LI14 , eN/D42 PIIODUCERS A.A.R. TESTING LABORATO Post Office Box 2523 Redmond, Washington 98073 (206) 881-5812 MIX NO. .9/7 _/l (ar) CONCRETE: AEA. xin[o 23 AUG 20 19 CITY Q ' 'f uKV .. , DE PYLINDER REPOT CEMENT ADMIX COPIES TO: L-01-1PKla ilIJNT ¢ ci W EQ., HaoG /4 66ci % fE -C-L- CP-D14. '77rn'w/ LA Qom. OEfl 7- 24.9o, 8-A.- SEE FIELD '‘ A6P6R1 NO COMPRESSIVE STRENGTH CAC12 % Y PLACEMENT AREA & NOTES 1B L1>C, B Pi" `j y' 1/0 LTT tau, ii)69 UM& Apo'', 5' E A5i N_ 2123 CR CU. YARDS PLACED / ~• DESIGN STRENGTH . f C) O INSPECTOR: �4iLit/ KiQ�L� A. A. R. TE TING LABORATORY, INC. sow 4e w /td CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. i 1 TEMP. 14140 8 - 11.90 1 Z8 JO 5' 81.2 3570 5 g9F 2 � C + OONC b[l p AIR � 9V g -1190 20 4 76800 9600 FIELD TEST DATA TRUCK SAMPLED PR CT nn W rL4 TRUCK TICKET NO. '^ BLDG. PE R r TWIF, 4 SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CA. PINY 14 u 1 13 WATER � C + OONC b[l p AIR � 9V DATE 7-- .20-90 FILE NO. 90 -40/ PR CT nn W rL4 LOCATION 1730ID clftl� MTV BLDG. PE R r OWNER WEATHER TEMPO. S AT CZ AT ENGINEER 14t — g FA. 3t);AMac, 441Y. ARCHITECT 6 S L ss w. 3 w CTTOR � CONTRACTOR A CTOR ladAial/pI 7lu r BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WFIGHTS CEMENT ) i S 5 k FA. 40 S N2416L5 SAW CA. WATER TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 TO: L.uktipk►iJ `fie., ATTN: Ala K IN 1(7 E,4, C. SEA in.t /WA , c12 MIX NO Si -` (and7) CONCRETE: COPES TO: LUMPAG/J, HUN criwaR1 NDA6las TiQAmmg.u- ( Tar _La 13u,6 DePT 7--z -1o CYLINDER REPOT SEE FIELD REPORT NO. 3 ' COMPRESSIVE STRENGTH INSPECTOR: A. A. R. TE §TING IiIQNEO: N_ • 2126 CR •� CEMENT/26N 4 1ZIKSIE" CU. YARDS PLACED AEA e �, �,SAD ^MIX. CAC12 % DESIGN STRENGTH Z 1000 PLACEM &1)6 ENT AREA i NOTES £ - ig 1 ' /Jr O14L BORATORY, INC. LI CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. qo 0 7-A0-90 7-2710 7 Zy ti TEMP. 6, z o o 19E50 AIR— qoj S-1/-90 .n str. ).� 9 0 ,2 -5 5 ( 4'07,, 1 -fn-�n d2f , _ 760 9 FIELD TEST DATA TRUCK SAMPLED a- TRUCK TICKET • ION AA (//� I ' 1 f.:. .r...1 I / ito „riming /L IiiiRMERMIIIREM ENGINEER p vo• j e OWNER NO. ..� TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR— ii.e TOTAL str. DATE FILE NO. •a- 60 a- CT Um; PM • ION AA (//� I ' 1 f.:. .r...1 I / ito „riming /L IiiiRMERMIIIREM ENGINEER p vo• j e OWNER / FA. CONTRACTOR '_ 1/01 *AA :Eke BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % I.W4ST ADJUSTED WEIGHTS CEMENT 15k FA. /'t V K . Lii4 � S C.A. Sit* SAND WATER TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 980 (206) 881 -5812 TO: 1141/p ATTN: A E D ).limp /BUJ )t 27 -- SAKE > , �EA7rL� r WAN QSI ooh MIX NO. Sire (,1 PROWL:IRS CONCRETE: COPIES TO: L 0/ NOWT ?%Tdive,, L NDD $,s « SS AC 722-90, 0-r2-90 CYLINDER REPO ,T AUG 201990 CITY 0E- Tu'KVv'IL� PLANNING :_r'rP T". COMPRESSIVE STRENGTH J • SEE FIELD ) REPORT NO. cueNT "1-5 AEA. A. ADMIX CAC12 % ✓ DESIGN STRENGTH Igt PLACEMENT AREA AL NOTES [? ' AV) 4 / CT #O/434'L INSPECTOR: . N_ 2125 CR CU. YARDS PLACED A. A. R. TES NG L B O ( R ATORY, INC. DPP , SIGNED: ' vex V/ S1 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. Vol 7 � i 7 -z4 90 7 2)(4 25 -i,4 00 23Go v I Co $ s G3 g .-w--90 28 _ 13 000 4'/4(Q Scot, %14 90 I8 13, ODO 4/4i0 FIELD TEST DATA TRUCK SAMPLED WA TRUCK TICKET NO. WA . TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR :oo FLUID 25 WATER 7d G3 TOTAL _ BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MDIST ADJUSTED WEIGHTS CEMENT 1/2 5 k uFA. FA. in s , CA. 25 WATER TOTAL A.A.R. TESTING LABO Post Office Box 25 3 Redmond, Washington 9 173- (206)881 -5812 To: U I PLACEMENT AREA a NOTES (XLINDER REPOT n ATTN: NED L_LL/y i 1(N. ._. PLANNING DEPT. Z7 la £ T , LAk E .AVE . E . SEATTLE, WA (381oz MIX NO. _ELELP_AtZAK AUG 201990 ../LA D COMPRESSIVE STRENGTH PRODUCERS CONCRETE: S ` ` G CEMENT TYPE . AEA. ADMIX. ' CACip DESIGN STRENGTH E A - r WALL BLDG- 1 4 1 (5! LIFT) WE5T WALL BLDG IA' (5t LIFT) �I COPES TO: - 77/eAmrnk�c . r 7 Oka LI? 23L06t L SIGNED 724.9o 40 SEE FIELD REPORT NO. N_ 2169 CR FILE NO. 7 /7 /fc 1:,•ase,I APJ(WAY ITLAZA TION PERMIT NO. a675 w R/ uNUy OWNER TEMP ENGINEER HUNT 4 ..1oINg_g, ARCHITECT ��, A SSCC. CONTRACTOR LuAAPKI'N, CU. YARDS PLACED AT AT AM PM A. A. R. TESTING LABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1)9 744-9)7-23-9 I 8-13-90 7 ,gg /X13. ..i 9o, 7 00 lit 1 4 00 3210 0640 5 S 4 8 5 o 85 1 Ili 15-13-90 ,it. I 111 I/6 0o FIELD TEST DATA J TRUCK SAMPLED 0/ r TRUCK TICKET NO. j#54 TI M E SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONTRACTOR /17LkNV 4- r AIR /: 0Y j 4/ ..i ..r •11100•• 5 S 4 ` CONC / O 7 TOTAL DATE ✓ 19-.70 FILE NO 0.-6O/ P exw Pl.�zio LOCATION aoo c riee Pgwy ' BLDG. P RMR NO D 7� OWNER WEATHE i TE AT g AT)_ Q y ENGINEER h /4.)r E Ta.aver_ 7.04e. ARCHITECT • A CONTRACTOR /17LkNV 4- r BATCH DATA FOR t CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT '970 FA. 17 0 o CA. jk9 O WATER 33 TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washin (206) 881 t'IMI TO: ,t.0 i� MC G 201990 rip* uu ATTN: Alec Lu 4p)&i 01-7-6 � / 7 I/$TLr4 . PLANNING .__. S6arizz, 9/o a PRODUCERS AEA MIX NO. off CYLINDER REPOT COMPRESSIVE STRENGTH CONCRETE: 11g_ I_ F.. S r CEMENT ••••••■ .11•111. PLACEMENT AREA IINOTES Wrig. ' /rileM%« Fr . MU. PADS .I 1416,10 - t cMfRi PrroC. M i l e O � p - 5'e TDF F. Mom Sl'O 1(shNi 1.1%UE T' E 1.l Nam . 3, 9, 5 INSPECTOR: COPIES TO: LUMPKIPI / 1 12,A M�ELLr �2Du�� TUKw►t.R 13t.,a6. PEPr. 1 s tAssa. H ut4i et 3otuv.,P... 1-23 ~cl a/ 8 /3 -% SEE FIELD 2' 1 01 REPORT NO. I/ • ADMIX CAC12 % ' DESIGN STRENGTH 3 0 N_ 2121 CR CU. YARDS PLACED / 0 Milos g :WES i Ude 108 °Glatt, CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 85 s 7-/7 7-2.4-9 0 7 Lx i z_ 8 At "....7420 / / ss9 460 8-14-90 .x$ I Z0 �0o ��(00 .E340 .E340 o i 4 qo � I za 0 00 1 4350 ,78 FIELD TEST DATA TRUCK SAMPLED AV ei TRUCK TICKET NO. /ile L,/ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR / % TOTAL .S k 7r 460 DATE i7-90 FILE NO. chP-6e i PROJECT .4APH141_14___. P /�2-..p OCATION p Z..1ar e.Tlic' .✓ rlc4 /� n.cJ 4 PERMIT NO ate? , OWNER WEA R vc/ TEMP AT AM AT PM ENGINE�Eg9 lAid1T9 ARCHITECT yoor= s 9 RACTOR .Lu A-, p.1i,Aj r,tJPr_ BATCH DATA FOR 1 CUBIC YARD DESIGN WJGHIS 4/ 70 % MOIST ADJUSTED WEIGHTS CEMENT FA. /yo:Pci C.A. /6/ WATER xg•. TOTAL I�- TO: ATTN: A.A.R. TESTING LABO Post Office Box Redmond, Washingto (206) 881-581 Rit 201990 TOIL 6l(7 LA /l.2 7 "Toil. rlil7 H c . C' A2 Zr/• WiQ 9� /1a v MIX NO. !ne CONCRETE: / Ce. S PHODUCERS AEA. " ADMIX PLACEMENT AREA i NOTES fYLINDER REPORT SEE F / y REPORT NO. J\ I COMPRESSIVE STRENGTH CEMENT ry CAO N_ 2146 CR CU. YARDS PLACED _gm DESIGN STRENGTH �,� .✓ r-c .G. A R cr;fg- 1-c MISPECTOR: COPES TO: Lu t.1P?iA) / 7 /vIniAL.L (12,9&4 A. A, R. TESTING LABORATORY, I C. M.1► T JDlaVF 4 f}r9146ES' trig SCISG. SIGNED: 7)i'a>tc.A 33L0v, APT 7-24 -go, 8- /4 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIB WEIGHT TOTAL LOAD STRENGTH PSI SET NO, E:.Co I 7/7 71a 7-2-410 811 -90 7 213 4x AIR z 7 3 310 e) a 90 4 '1 ec 8�3 c 8-14 o G 04 ,co (p890 5 FIELD TEST DATA ----- TRUCK SAMPLED TRUCK TICKET PROJECT ePARKWAY � LOCATION 173 CO CUTHCENTER. IVI W NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR �µr I :AO film) WATER Q 60° G 7 f C 7 F i d- o PROJECT ePARKWAY � LOCATION 173 CO CUTHCENTER. IVI W BUM. PERM T NO. OWNER WEATHER ci..R s�r�t� y TEMP AT AM AT PM ENGINEER • .1OI NER -1�UOCTE tNT II ARCT TE . E51 A ssQC . l 4 CONTRACTOR LUMPKI N . I NC. BATCH DATA FOR 1 CUBIC YARD DESIGN WFIGHTS % MOST ADJUSTED WEIGHTS CEMENT ,g FA. 2 .5H. C.A. WATER TOTAL CYLINDER REPO SEE FIELD REPORT NO. A .A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washin (206) 881 ° c AA ► • Mb II. 12 20 1990 i UKVViLA TO: ATTN: SEATTLE WA . MIX NO. fietz) M I `102 C7? UT PRODUCERS CONCRETE: F MIX CEMENT - TYPE T AEA. — `—� ADMIX � � + CAC12 - -- 2 +u ' % `�DESIGN STRENGTH -6 TSI PLACEMENT AREA a NOTES Sa E T� l E L .t, 1\EPO R.T 3/73 COPES TO:I_.t) 4 P iC.l IJ�TQFTMfY 1 �c.1.1�. COMPRESSIVE STRENGTH KWtL N 'Bt..Db. OP - r - 1-2-A - - 4 1 0 5-/4-9c) T 317 5 N_ 2170 CR CU. YARDS PLACED A. A, R. TE NG LABORATORY, INC. SIGNED: _14■ P' v` 49dr CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. es €3 7-17 7-24 - 7 ‘g • z. 8x&po ,v742 0 ! f / e 5.1 SO 8 -14 -90 ..x8 8G0 , j 13-14 -90 .I, .78 FIELD TEST DATA TRUCK SAMPLED / TRUCK TICKET NO. i 4 446, . TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR /24.70 . .5's k 7f SO DATE 7/7 -90 FILE NO. el' 'a -6o/ PROJECT LOCATION l aC X. t..176a. rcat Pmt) BLDG. PERMIT NO. OWNER WEA R ,(/� TEMP AT AM AT PM ENGMIEE (4./.0vr q... J )/41 € ARCHITECT CONTRACTOR .L C1 4-?P/1.17 Z'i J e BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT di 70 FA. / �v4670 C.A. / WATER ewe TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington°9807 2523- - (206) 881 -5812 'i `';'I1 TO: 2 i // l /�1J ' 1 � L 251090 ATTN: 4) 4 /6.2 7 -- , rlA H .c.._..� YYic',� ' _.. s ,g frJe. i c), g4 /o PRODUCERS PLACEMENT AREA i NOTES MIX NO. d7 CONCRETE: /ei‘ 7Ce. J AEA. ADMIX COPIES TO: LU,taPki / 7 ftfl)/Yt>1w (/24u), r ... Li/�GVt $Ob, DEPT "7-24 c, r YLINDER REPO a T SEE FIELD REPORT NO. / 4 MI COMPRESSIVE STRENGTH CEMENT S Tv N_ 2146 CR CU. YARDS PLACED CAC12 'IG DESIGN STRENGTH .r� Are? r '/©C .,�J .� i 64 R 6 A. A. R. TESTING ABORATORY, INC. SIGNED: TO: ATTN: C INSPECTION PERFORMED: . 11 REST EEL C l , CONCRETE g . MASONRY STRUCTURAL STEEL Cl WELDING Cl BOLTS Cl OTHER A.A.R. TESTING LABORATORY, INC Post Office Box Redmond, Washington 98073125231 ; +1 (206) 881-5812 1.1)!L FIELD REPORT( JUL 25 1990 411/Wilk NED 411Mpo Pi_ANNiNG DP 16 6:4srLA-Ke: T.elqzrz4_41_2k..9einol LOCATION(S): i giag •-• S 41 itkeria /mat SUPPLIER iD ON ST6 MIX NUMBER CYLINDER REPORT NUMBER .A PAP a SLUMP Fla ED AIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. )(YES Cl NO Date or Plan Number raielti60 feC Arikan)4/) DRIAyr, €r-6e, FIDP og GUML up-ii, /jail 500dere0 So1,10 COPIES TO: 1--0 td1 Pi.10 TPA 4relt-L-Ci INSPECTOR - 1 - BL.04,.. tf) / 14t,D6t.S 4 A. A. lks&oc-. k4U1ST ct k*.) FR ) -90 SIGNED* PRIOR REPORT 31l7 P/9 -90 rilikkamy PIAZ4 '11)-7300 ,gairweeltimr_ 1044y, OWNER 13LOGLEi wEA k.) FIL — 6ory TE AT AT) ENGINEER , Mar% e Y>J42&e... t C • ARCH • (TE A% 000eA 146soa. CONTRACTOR itimpRiAlgrAzt O FOOTINGS O AUGER CAST PILING 0 SLAB jiie WALLS O COLUMNS O OTHER O CONCRETE GROUT Pi MORTAR DESIGN STRENGTH ZO 1860 NUMBER OF SAMPLES CAST!) " 3-G2x,44 TOTAL CU. YDS PLACED CONCRETE TEMP 2V TIME 1: 2s f LAB RATORY, INC. LA, FR 3131 DATE 7,o -90 FIL O yo -60/ P m Pam l eo S y ?TEe, aPAii BLDCi.pE�RM1T�lp, (:•• OWNER WEATH TE AT AT A ENGINE ARCHRA06 is k 4 C, CONTRACTOR C A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washingto 98073,2523 (206) 881 -58 2 I 1'' r _; JUL 251990 )4, 2 1 & it5T LAKE. £ , &AJTL, j,( , 9RJo, TO: :iJSPECTiON PERFORMED: RESTEEL CONCRETE MASONRY STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATIONS): 4OtT1 WALL SUPPLIER Sire J MIX NUMBER '— CYLINDER REPORT NUMBER 42/25, v2J 26 SLUMP Fitt Ib AIR CONTENT "— REMARKS' 4L1, 14 90 gg- srt- , J l., k9 ST Fr FIELD REPORT( 2 q' L,;PT Von Glint. - YZ o' p19cec COPIES TO: k-- u Te.A rnh^eA--- CR-01w0) INSPECTOR. PRIOR REPORT 3/3/ N°_ 3133 FR O FOOTINGS O AUGER CAST PILING O SLAB WALLS O COLUMNS O OTHER O CONCRETE GROUT )4 MORTAR DESIGN STRENGTH WOO --33 18O) NUMBER OF SAMPLES CAST!' 7)(7 —3-42/fr. TOTAL CU. YDS. PLACED '— CONCRETE TEMP �(1 • TIME 1 0t 5 / 4 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES O Date or Plan Number poepLer)s-tir' DE1,5. • c 7 To K - L.) I - 13 , l od, N oD,6s * A. A. R . ES. I,� L B TORY, INC. R SSoG, �} )OJT a- YO I1J�2. '7-2.3 - q C� SIGNED: S c,� -.? ? L�/ INC..: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. < 6 ` 1 - 9 7- )h- % 7239 0 AIR 7 t it' 11 .� 90, 700 32.10 5S4. 850 8-13 90 �g 8 S l 8-13-90 $ FIELD TEST DATA TRUCK SAMPLED CV( TRUCK TICKET NO. AS A/57 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR GONG AIR ): 4/%1 .� .. ._..• 5S4. 7? 7 DATE 7-14,-90 FILE NO 90-60 P g cam, P )92 LOCATION MO 011 MC PAO y, BLDG. P RO CEMENT OWNER WEATHE U 1 N Tar AT D A . AT1 4I 1AA - ENGINEER C.A. /d a o ARCHITECT aSSO r CONTRACTOR , d /, _ BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS 470 9L MOIST ADJUSTED WEIGHTS CEMENT FA. ,4,10 C.A. /d a o WATER 33 TOTAL A.A.R. TESTING LABORATORY,_INC._______ Post Office ox V21(-, I '�' ff ; . t ,, : � Redmond, Washin on 8b73 2,, .1 :,.' (206)881 JUL 25 1990 TO: )_uMpx �i�iel, Alec) L.pk` �., ; , ,..> r PT _.... )10 7 6 . SeArra- w11 900 PRODUCERS MIX NO. Off COPIES TO: LUMP V 0 , i 1A fYLINDER REPOTCT SEE FIELD �1' I �1 % REPORT NO. 37 COMPRESSIVE STRENGTH CONCRETE: r M I � � S L CEMENT J / A/ � CU. YARDS PLACED / v AEA. ADMIX / CACl2 % DESIGN STRENGTHS 0 0 PLACEMENT AREA & NOTES �PaM �CdS, �' � I�A FT CMS �.IIVb � � /..;ales 1.1 6,1e ; f i r t, grr4 , lit& 0 P 5'al✓r vF I Lind 1 War of T, irc. iCiaza5 dQ, x6rhri bid, p Lw A3, 95 INSPECTOR: TL! Kw1 LA - 1 3 (...s=4,. DEPT . 4tx 5 tAssoc L SIGNED' H uN 7- -qty C R 2121 A. A. R. TE G BORATORY, INC. rx //-90 FILE NO. 1 PR j s<w,il. y / ADiRESS 1 / 23 d ve," cpG% d.,,r.2 Pile.e.i y' B1. PERMIT NO. OWNER WEATHER / Sr //�S f2 � j gas TEMP AT AM AT PM ENGINEER #vim7. 1 / it— ARCHITECT /74 f S 1. "fr.LS ,vG CONTRACTOR .4/#4.-1P ifd t, itkk A.A.R. TESTING LABORATORY, INC Post Office Box 2523 Redmond, Washington 980 (206) 881 -5812 INSPECTION PERFORMED: LOCATION(S): SUPPLIER ie. de S C MIX NUMBER e CYLINDER REPORT NUMBER € SLUMP AIR CONTENT FIELD REPORT - 25118? f ( [ft j I. 1 JUL 23 1990 10: _.,f^• L" 1 "i4 L,J (7177:7 ATTN: // / U .ZA' / 44/ EEL CONCRETE O MASONRY O STRUCTURAL STEEL C) WELDING O BOLTS O OTHER PRIOR REPORT N°_ 3148 FR ®'FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH 30CJO NUMBER OF SAMPLES CAST 3 -4 )C TOTAL CU. YDS. PLACED CONCRETE TEMP 75 TIME /2 _ t ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES ONO REMARKS' . A/p.e �' 2 /c' d •Qf:00P432. eal.c. P.42.t/_C COPIES TO: / Tr ;IRA MA -tEU . CR- DU.), - 1.) t-A ►Ira £ EP 1 ) 1-1%-- t' INSPECTOR. A. A. R. TESTING LA : ORATORY, INC. SIGNED Date or Plan Number v DATE 7 /17 Aro FILE NO. to - 6,0 ROIECT �P ArZ WAy TzA DRESS (73c ) T4- 1r.F14 TEiz PKW DG. PERMIT NO. 607 5 OWNER THER r, f TEMP AT AM AT PM ENGINEER Y 4 uN JniNER 1 ARC tin � G -E 51 4S.S(Dc CONTRACTOR LA.JANPK11%1 , I NC • A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 9 (206) 881-5812 TO: ATrN: 'WEI) Lu/\pKI 14 ((27 EASTLAV- EAT V 1--F, WA INSPECTION PERFORMED: PQ RE; ;'EEL O CONCRETE 4 MASONRY O STRUCTURAL STEEL CJ WELDING O BOLTS O OTHER LOCATION(S): FIELD REPORT 23 JUL 23 1990 I Ai � ! 7 ` l l C; 0::7;) T AvE. ¶8f(")2 SUPPLIER MIX NUMBER EItL CYLINDER REPORT NUMBER 1, I (, 91' Vio SLUMP FLU I 0 AIR CONTENT N! COPIES TO: LUMPIL..t N I ING- I QAK•tmeLL.• INSPECTOR* C 7U.) - rU K- .A LA BL.04, OF-pr. / rioD6t.s 4' Asp . `7--Ig - 7 PRIOR REPORT FR O FOOTINGS O AUGER CAST PILING O SLAB WALLS O COLUMNS O OTHER • IL I C. 141 WesT WALL 5 LI F"T . ---- VACC) S.I O CONCRETE GROUT RI DESIGN STRENGTH f WO p NUMBER OF SAMPLES CAST 3 — TOTAL CU. YDS PLACED CONCRETE TEMP. 8 TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES O Date or Plan Number N °_ 3173 A. A. R. TE TING ABORATORY, INC. SIGNE MORTAR 1..x44 - REMARKS' DATE /4 -90 1 =11.9$ - Coo/ PR � maw _ 7 .",.w PiAzr4 igoo qtr A>eW PERMIT NO. a75 OWNER MATH , + , KIV TEMP AT :ov AT ENGINEERR L,� p� T 17KN/ i lJ(Y i .7"A.49. + ARCHITEEI� ` A ss V CONTRACTOR L IUC. TO: L C. A.A.R. TESTING L 1V' P IOR REPORT 3098' FR Post Office Box 25 _ _ Redmond, Washington 9 73 -2i2 U L 18 1990 (206) 881 -5812 ATTN: Y V .LL ki A >tA7 6Asn.ARE C. INSPECTION PERFORMED: MIX NUMBER Off ov_ s • s `i 11 CI Uf 'i 'JKWIL. <\ S64 DA RESTEEL FOOTINGS CONCRETE AUGER CAST PILING O MASONRY . 0 SLAB O STRUCTURAL STEEL 0 WALLS O WELDING 0 BOLTS 0 COLUMNS O OTHER 0 OTHER LOCATION(S): &DG. Ig - P,RMiTec Ras. i FM. Alos fT0.*PADS U N E. . R i L'oxs. 1.1,4,5 , Mir6c, i. 1:INe0' P4o5 / a7'DF k R S dam .6 t5;e5» . 4,1N P b*> s 2,3,4 Ni7t-t, 6 1:04 Ls g F SUPPLIER 4`'I 1 L9� pi CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH 3000 CYLINDER / R P RT NUMBER o2I12 r NUMBER OF SAMPLES CAST 3 - (Q%/ A SLUMP 7 AIR CONTENT TOTAL CU. YDS PLACED ) 0 CONCRETE TEMP 7g TIME I . 04P i l l ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. I)i YES O Date or Plan Number REMARKS' ( jDIU alter& pk*wo 1 l� Ob&4oGNUA-7HO (.1s' of A .�1 . • �l t, Q sr'tL platC-40 pez. #¢vv b wq . COPIES TO: L■--IP TAJG 12AMMeLL C.R-OV.) 'rut -tl)► ,P. 'BI Y)6. OEP'r C- FIELD REPORT . PLANK NG DEPT. N°_ 3112 INSPECTOR A. A. R. TESTIN LA ORATORY, INC. SIGNED' C «J c/ Pay a t/ - 90 F a o, 6Z0/ P ECT Li 4/ PIAzoi RE oo /ycery t . PRwy OWNER - - - - Z D 7 WEATH TEMP AT AT AM PM - ENGINEER r% z , t, ARCHITEC , 'p /� D s e . CONTRACTOR Lumo)& tl VA, TO: ATTN: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 9 (206) 881 -5812 FIELD REPORT 1/97 rL,4 g . .S 11 Li I,UA� 9810,2 iNSP ECTION PERFORMED: EP RESTEEL. O CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING O BOLT t� * OTHER DR 601 p L 4 T9)1 L.[]w'E -S LOCATION(S): AG'. a 4% s;OE rilSDA11 > gs4 6(49r a rTrS, bi46 O YES O NO COPIES TO g x PRIOR REPORT 3094, FR 3098 FOOTINGS ( EXAS►Y� O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER SU'PLIER 0 CONCRETE 0 GROUT MIX NUMBER DESI ` ' ' GTH CYLINDER REPORT NUMBER NUMBER OF SAMPL SLUMP AIR CONTENT TOTAL CU. YDS. PLACED CONCRETE TEMP TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING D PARTMENT APPROVED PLANS. 8 Ss 0 MORTAR Dat o r Plan Number TECTe0 DItiaezD 1.101.6g• , c•F 4* iip ThweLS 6,111(60 c ;vz • REMARKS: ..IA) ma toe. A*6 (5)+°6 ho st a itireaubrc. LwAi tE� . 1 • Flag Gaga , Sat.. cou, 1 1 Ex snri I . AU, brow, f nrtl . CoQfl ( LJ� Atir s sue. FLIES }ANA) a pe;ot siErvei LU WILL t4 j TIZA Mt- tEt.LCQ INSPECTOR: F-fUNT 4' To l iaF;2•, $ Assts A. A. R. TESTING L ORATORY INC. 1 UK_u)t►.A� BI mob. DEPT. SIGNE S!//V-e v 40.4- CITY OF TUKWILA 6200 SOUTNCENTER BOULEVARD, TUKWILA. WASHINGTON 98188 Plan Check 490-104s Parkway Plaza Building 8 17610 Southcenter Py PHONE a (2061 433.1800 Gary L tm.u.su., Mayor THE FOLLOWING COMMENTS APPLY TQ AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (p(f 1 S 1. No changes will be made to the plans unless approved by the 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). 3. 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). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. 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. 70 All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. Readily accessible access to roof mounted equipment is required. 10. 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. 11. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). Minimum Class "B" roof covering is required. Parkway, Plasa Building B Page 'l All construction to be done in conformance with approved plans and requirements of the Uniform Building Coda (1988 3dition), Uniform, Mechanical Code (1988 Zdition),,Waihignton State 'Energy Code (1989 :Edition), and Washington 'State Regulations for Barrier !ree !'aoility (1989 Edition). A.S. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. A11 struotural masonry shall be special inspected per U.B.C. 8eotion 306 (a) 7. Permit for Building 8 is for the shell construction only. Tenant :improvements shall be under separate permit. 16. 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 cod. or of any other ordinance of the. jurisdiction. No. permit, presuming •to give authority or violate or cancel the. provisions of this code !halite valid. 'X" REQUIRED INSPECTIONS PHONE AP DATE PROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 433 -1849 Foundation 433-1849 X 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 8 Masonry Chimney 433 -1849 • X 7 Framing 433-1849 X 8 Insulation 433-1849 9 Suspended Ceiling 433-1849 10 Wall Board Fastening 433-1849 11 12 13 x 14 FIRE FINAL Insp: 575-4404 x 15 PLANNING FINAL 433-1849 x 16 PUBLIC' WORKS FINAL 433-0179 X 17 BUILDING FINAL 433-1849 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SITE ADDRESS: OTHER AGENCIES: BUILDrIG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO. (PO I'D DATE ISSUED: 6 3 PROJECT: 17610 Southcenter Py Parkway Plaza Building B CALL FOR INSPECTIONS A LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) 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. 6. 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. 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. ar21no X REQUIRED INSPECTIONS t.� 1 Footings `` 2 Foundation Fr 3 Slab and/or Stab Insulation 4 Shear Wan Nailing 5 Roof Sheathing Nailing 8 Masonry Chimney T Framing r4 8 Insulation 9 Suspended Ceiling 10 wau Board Fastening 11 12 13 9,14 FIRE FINAL nap: Q15 PLANNING FINAL' li r118 PUBLIC WORKS FINAL. 11 BUiLDING FINAL PLAN CHECK NUMBER o4 PROJECT: THE fOLLONINO COMMENTS APPLY TO ANS BECOME ►A OF Tot A ►►IIOV pLANE UMOEA TUKWILA SYMLONNS MENMIi MUNEM . No changes will be aide to the plans oases aoproved by the chitect and the Tukwila %gilding Division, Ptuabin% permit shall be obtained through the King County health Department and pluebiag will be inspected by that agency• including alt gas espial 129A- 47321. (Jn Electrical ►•wait shall 0e obtained through the Washington State �/`'���///���"""' Division of Labor and Industries and all electrical cork will ee inspected by that agency 407243631. O 9 All htgh•strength bolting to be special inspected (Sec. 30e, UOC1. All mechanical sorb shall be under separate permit through the t/ City of Tukwila. All pereile, inspection records, and approved plans shall be posted at the Jot site prior to the start of any coastruction. Whes special Inspection is required either the owner, architect or engineer shall sotily the Tukwila building Division of appointeeot 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 tiaely manner, Reports shall contain address, project saes and permit number of the project being inspected. ujeir structural concrete to be special inspected (Sac. 306, UIC). All structural welding, to be done by W.A.0.0. certified welder and special inspected (Sec. 300. BBC). Any new ceiling grid and light fisture Installation is required to meet lateral bracing requirements for Seteale tone 3. Fartltioa malls attached to ceiling grid oust be laterally braced if over eight 101 feet In length. Seedily accessible access to roof mounted equipment is required. Engineereed truss drasings and calculations shall to on sits and available to tbs building Inspector for inspection purposes. Doctaeots shall boar the seal and signature of a Washington State Frolestioaal Engineer. IR Y1 Any espoeed Salutations backing material to have flue Spread Rating of 23 or lase, and saterial shall bear identification showing the fire 0erformsace rating thereof. Subgrade preparation Including drainage, escavatton, compaction, and fill requirements shall conform strictly with recceeendations given in the soils report prior to final inspection lees attached procedure.). A statseent iron the roofing contractor verifying fire retardancy of rooF will be required prior to final inspection'lsee attached procedure). bAtNINWM ct.a►` 1EY Roof ccveaLNA tS iaF- G1t,1tei v e All construction to be done in conformance with approved plans and requirements of the Uniform building Code 41980 Edition), "Milers Mechanical Code 11908 Editlonl, Washington State Energy Code (1909 Edition), and Washington Stu Regulations for barrier Free Facility 11989 Editlonl. t% All food preparation establlehsents oust have King County Wealth Department sign -elf prior to opening or doing any loud processing. Arrangements for final Health Department inspection should be side by editing Ring County Health Department, 290.1707, at least three working days prior to desire inspection late. On wort requiring Wealth Department approval, It is the contractor's responsibility to hove a set of plans approved by that agency en the job site. f9 Firs retardant treated wood shall have a flame spread of not over 23. All eaterlals shall bear Identification showing the fire perlersance retool thereof. Such Identification shell be issued by as approved agency having a service for inspection at the factory. Notify the City of Tukwila building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 2l Ali spray applied fireproofing as required by U.S.C. Standard No. 13 -9, shall be special inspected. ?2 All toad to resa Ui in placed concrete shall be treated wood. + All structural sesonry shall b• special inspected per 14.14C4 V"� Sectlos 300 tat 7. Validity of Forml'. The Issuance 01 a perslt Or appreval of plans, •psclficstiens and cosputatlons shall not be construed to be a perslt for , or as approval of, any vlolatloe of any of the provisions of this code or of any other ordinance of the Jurisdiction. NO perch deeming to gtve authority or violate cr cancel the provisions of this Code shall be valid. City Cr Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number #90 -104 Re: Parkway Plaza Building #B Dear Sir: May 9, 1990 Gary L. VanDusen, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical, type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. An approved automatic fire sprinkler extinguishing system is required and shall be designed, installed and tested. (City Ordinance #1528) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall City Lf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Maintain hose station coverage per City Ordinance #1141. (UFC 10.302) Please provide electronic "Tamper" supervision on all PIV and OSY sprinkler valves. Local U.L. Central Station Supervision is required. (UFC 14.105) H.V.A.C. duct detectors, required by the mechanical code, shall be connected to a fire alarm panel and monitored by a U.L. Central Station. (City Ordinance. #1528) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43 -7. (UFC 10.401) All interior wall covering materials shall be fire- resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and A')n A +kn flmmn cnnnmrl r.#inn is Page- number cc: T.F.D: file ncd 'required. to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC .10.40,1) All wall and • ceiling materials constructed of. wood, _shall fire retardant treated. (UFC 10.401) ,Your street address must be conspicuously j posted on the building and shall be plainly visible and legible. from .the street. Numbers shall contrast with their background. .(UFC,, 10. 208) *ALA �4s City r Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 MAY 16 1990 Date: May 16, 1990 Duane Griffin City of Tukwila From: Crystal Kolke e : 90 -T -05 (Parkway Plaza Bldg A & B) Enclosed is one complete set of stamped drawings for Parkway Plaza (Buildings A &'B), 90 -T -05. We received only one complete set of current drawings. We also noticed that the architectural drawings we received are stamped by the architect in Texas. There is no Washington stamp. The structural drawings which we reviewed do contain the appropriate professional. stamp. .Feel free to call if you have 'any questions. 4j + 1�111I Mahan &DeSalvo II CONSULTING ENGINEERS May 15, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 .Regarding: 90 -T -05 (Parkway Plaza Bldg:A. &`B &.Towers) Sincerely, 4 f ? 42)/,67 Crystal Kolke CAG /CLK /JCD: 3 cc: Hodges & Associates 13642 Omega Dallas, Texas 75244 -4579 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (208) 624.8150 RECEIVED CITY OF TUKWILA MAY 1 6 1990 PERMIT CENTER Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Please note we have a minor revision as requested by Fernando Maldonado of Hunt and joiner, Inc., Consulting Engineers in Dallas, Texas on May 15, 1990 at 9:50 a.m. The redline is on Detail 'D' on Sheet S3 as follows. Relocate 2 Simpson TS12 straps to tie the bottom of the glu -lam to each side of the 3 -2x6 diagonal brace. Enclosed are drawings, calculations and specifications for your use. �! u 41 Mahan &DeSalvo II CONSULTING ENGINEERS April 27, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 c Regarding: 90 -T -05 (Parkway Plaza Bldg A & B & Towers) STRUCTURAL 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. General 1. Verify in Structural Notes that all structural steel welding is to be performed by WABO (Washington Association of Building Officials) certified welders. 2. Provide calculations which check the seismic forces by the format outlined in the 1988 Edition of the Uniform Building Code. 3. Submit a complete set of construction documents with the note "not for construction" removed. Buildings A & B 4. Calculations on Sheet 11 for purlin P do not use the same dimensions as shown in S4, Roof Framing Plan. Please show adequacy of purlin for dimensions and all loads, as shown in framing plan. Also, since the glu -lam roof girder is to support this purlin, show adequacy for extra cantilever loading in calculations. 5. Section 4/S5; the 2x6 diagonal brace which is to provide support for out -of -plane forces on the CMU wall needs to be designed. Call out spacing of these members and clarify connection to the roof. 6. Section 8/S4; provide blocking to support 2x6 roof joist which is being loaded by the 2x4 diagonal brace. 7. Call for special inspection of concrete per Section 306(a). Towers 8. On the drawings, specify maximum and minimum horizontal distance from building to tower supports as assumed in design. Add a note to verify and re- examine member capacity if dimensions at the site are found to fall outside of the range. Where tower support connects to existing concrete column in Detail C /S3, specify anchor type and design strength sources (i:e. ICBO or NER Report). Also, clarify if special inspection is required. 10. Diagonal brace in Detail D /S3 needs a connection to prevent the beam from pulling away from the brace. Connectors provided do not prevent pull -out. Please specify connection type on drawings. 11. Loads applied in "beam check" do not correspond to loads, found using computer analysis. Check all cases and submit calculations for all cases; specifically, check Tower J. 12. Provide calculations that show moment and shear capacity of . connections where tower supports connect to existing wood or concrete structure, i.e. B /S3 and D /S3. 13. Provide calculations showing strength capacity of rear horizontal tube steel against collapse from moment forces between horizontal and vertical tubes. See C /S3 and similar details. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status . inquiries are to be directed to our receptionist. Cry,tal.Kolke CAG /CLK /JCD:2 cc: Hodges & Associates 13642 Omega Dallas, Texas 75244 March 28, 1990 STRUCTURAT C 4 1111 Mahan &DeSalvo CONSULTING ENGINEERS Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -05 (Parkway Plaza Bldg A & B & Towers) 1411 Fourth Avenue Bldg. Seattle, Washington 98101 - -(206) •6248150 .. lib MAR 29 1990 CITY Oi PLANNiN (Wr't Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. General 1. In the Structural Notes: a) Call out wind speed and exposure assumed. b) Call out edition of the Uniform Building Code used; the 1988 code is in effect. c) Call for welders to be certified. 2. Design structure to the 1988 Edition of the Uniform Building Code. 3. Eliminate note "not for construction" from all drawings. Buildings A & B 1. Calculation Sheet 11: Purlin P does not appear to correlate with the configuration shown on the drawings. 2. A brace is shown for the out of plane lateral loads on the CMU wall. How are these loads resolved at the roof. Provide calculations, and additional information on the drawings, for this brace. Refer to Section 4/S5. 3. Section 8/S4, show how loads at the brace are resolved at the roof diaphragm. 4. Show, by calculations, that the braced frame has adequate rigidity to act with the CMU wall. It doesn't appear to have enough stiffners to contribute to the lateral force resisting system. A more thorough review will be made once the analysis has been revised. March 28, 1990 City of Tukwila Re: 90 -T -05 Page Two Towers 1. Provide a complete analysis which combines the vertical frame connected to the ground, with the horizontal frame connected back to the building roof. The stiffness of these individual frames and their interconnection to each other will determine the forces they attract. 2. Section 3/S3; pin point computer output where stress can bg found for members which frame into node at intersection of horizontal truss and vertical support. 3. The wind loading is incorrect with regards to the C Factor used. Refer to Table 23 -H 3 local areas and discontinuities. Revise design as required to support the new loads. 4. The model shown in the calculations for Towers F & K do not correlate with the drawings. 5. Complete dimensioning of Towers on the drawings. For example, provide maximum and minimum elevation for the roof at Tower B & E. Tower F, provide elevation at lower portion of the supporting frame. Provide horizontal dimension from the tower to its support connection to the existing building; several sections now have only "verify ". 6. Provide plans of Tower supports and their relation to the existing and replaced beams. Show the location of the existing columns supporting new loads. The "beam check" in the calculations does not appear to correlate with the information provided on the model. 7. Section D /S3: a) Provide calculations to show loads at the bottom of the beam, resisted by the brace. Provide strap, if required, for forces in the opposite direction of the brace. b) Show how forces from the brace are resolved at the roof. c) At the top of the beam, provide an adequate tie to the roof diaphragm for wind loads on the frame, away from the building. d) Provide blocking for diaphragm boundry nailing. 8. Refer to the allowable loads for the frame; kl /r cannot exceed 200 per Section 1.8.4 of the AISC manual. Revise calculations as required. 9. Detail C /S3 is inadequate at the connection between bracing members and the supporting column due to the moments developed by the horizontal reaction at the column base. The TS 6x6 does not have significant moment capacity in this direction. Revise the detail as required. Mahan &DeSaivo • March 28, 1990 City of Tukwila Re: 90 -T -05 Page Three 10. Show adequacy of local areas of the existing building where loads are applied by the tower bracing. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings amd one copy of revised calculations, as required. All status inquiries are to be directed to our receptionist. Bridget Smith BLS/JCD:1 cc: Hodges & Associates 13642 Omega Dallas, Texas .75244 Sincerely, TO: PROM: DATE: SUBJECT: Cit ,. of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1800 Gary L. VanDusen, Mayor MEMORANDUM ELI1 90 - l 03 4 tD'f 6-15-10 Lc)W. w4 atl.il 0-tea Of GL4eO CuAtim. lAgek altvocon VaidAtick — (10 /T2.MEMO) TO: FROM: DATE: SUBJECT: (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 4331800 Cary L. Vanousen, Mayor MEMORANDUM I� -Pn.N �.e0.cuc) Fa -14 1Q)648. ��.Q 17, (qR0 tfiz,l/6i ADDRESS DATE _42790 Plan Review 4i)4 1,1470/de IZAkied �1t , Gnk4 0244l o:f- CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: PLANNING DIVISION ,d.G.Cnv PLAN CHECK NUMBER 9O 1044 di n stA ►J .at ■ • iisv !IL A _ ,ry - Io . 111u .•t , rl.. .:A.0 . i..' :...r. . ,it. 4 `. Ai 1 • 4 ..j / L -. ..� �I I I' .♦ Mk �.�I J� ♦ �t. I' . 4 Vat AaikaAciA IiG.'4E4.L mosT r o t9l~ F -oz. M o N z AROWP $Lt.4 $ 0 1.lFETA 2 co?' E Pac.4 4. FCcDR 'FrAt4 3, u), 5, ,c, o Tea t4s pECS; P3079 + '5tt4t GLAx.- 6'1"D{Re '1=12o fl " O1 I arr. WALL. Fge.Lim. - ReOle.0 PAP C4L Solo + U.tszt, FLOOR AREA Plan Review PROJECT ADDRESS OCCUPANT LOAD p42_KwAtA RA-zA -t B DATE 2 _0 (0 BUILDING HT. / NO. STORIES 4950 5.F. 4:16)/3w = I(DS occ,. PLAN CHECK NUMBER Qo - iO4 OCCUPANCY GROUP '2, ' AtiIL ` SALE 6 C•,544Eu.) TYPE OF CONSTRUCTION Jr- N .11 4. WC. . *P12t1. /f t E. 14 LOCATION ON PROPERTY O Fbe. T• WALL Cot4511 4oTFoJS • Tav --EA EXITING REQUIREMENTS OCC LID t UPC 5O IWO a.Y.AM ' ei- A9 • E<X LTA 3Hcx 4 ON • -- r fZEO rsa l 'gam, • '= J/. • j DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. 1 = 4 - M 4 WQ W.S.E.C. Co1 Psf1OL,..�4C dr CHAPTER 51 -10, W.A.C. OI I vE14LR1 LOCA410N d'F' twaugle r E: 0 41 4 "3- � NOTES: x' CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: PLANNING DIVISION That portion of the southeast quarter'of the-southwest quarter end of the southwest quarter of the southeast quarter of Section 26, Township 23 North, Range 4 East, Willamette Meridian, and of the northwest quarter of the northeast quarter and of the northeast quarter of the northwest quarter of Section 35, Township 23 North, .Rang, 4 Fast, Willamette Meridian, King County, Washington, described es :follows; Beginning at the northwest corner of the northeast quarter of said Section 35; . 1Thence South 87 °44'08" East along the north line of said northeast quarter a distance of 140.16 feet to the true point of beginning; Thence South 02 °24'12" West parallel to the west line of said north- east quarter a distance of 894.23 feet to the north line of the south 430.00 feet of the northwest quarter of the northeast quarter of said Section 35; Thence North 87 °50'09" West along said north line a distance of 140.16 feet to the, east line of the northeast quarter of the northwest quarter. 'of said Section 35; Thence North 87 °50'57" West along the north line of the South 430.00 feet of said northeast quarter of the northwest quarter a distance of 177.29 feet to a point 6.00 feet distant northeasterly, measured at right angles, from the easterly margin of the Mess Brothers County Road No. 972; Thence North .11 °59'33" West along a line 6.00 feet distant northeasterly, measured at right angles, from said easterly margin a distance of 1024.61 feet;.thence South 88 °47'35" East a distance of 570.04 feet to a :point:oh' a line which is North ,01 °12'25" East a distance of'108,77'feet from the--. true point of beginning; thence South 01 °12'25" West a distance of .108.77 feet to the true pinta' beginning. TO: PROM: OATS: SUNJSCT: (10 /T2.MEMO) Cit of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1208) 433.1800 Gary L. VanDusen, Mayor MEMORANDUM WI Man EL be So.\vo 3hQ L\∎Q ?xx e3 'Yino rch - 1, 1ggo U.6. C. Ici.c$ E.Aitio►n . - yzy;:.,: 1. �+; i, rA�;,.. �' r,,'.: .,:+»..;�,4,,�t.ri:.,•r!,.:ti�.; i; Y. %;' tie;.> akt,.-::. syi��,: ra ..:.. «,,,..,..,.«- ..,•,�. � ..,..�.: Dear Shelly: Enclosed are the access numbers or property tax numbers for Parkway Plaza South (H 352304- 9005 -04) and Parkway Plaza North (H 262304 - 9079 -06, H 262304-9126 -09). Also enclosed are the structural calculation for the towers and new retail Buildings A & B. Please call if you have questions: Sincerely, ES & AS ATES 13842 omega'. dal las. texas 75244- 4579' (214)387..4000 HODGES •':': 1.UECKE & ASSOCIATES' rtou chc , . ,. ,. ie d214)96o.1 TO: PROM: DATE SUBJECT: (-06 !Gs '11 .unMla� (10 /T2.MEM0) Cit of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433.1800 Gary L. VanDusen, Mayor MEMORANDUM 2 -ZS - .9:aut./L. weim 91" ,KLu • . 5224 <1 ,5644 cazutrefli ci • . i. Oty. Description l ` J Ru arce Aft. cr ef - Pcv c- -- jW_Lf 6 .- /4 r7 e. s /4-1c TRANSMITTAL /2 re Z Z S' / ctiso o Project A": co/tri V c{ ( G W (.4 Project No, To We Are Transmitting: Remarks 8 �j For Your Use /Information �' ❑ For Review And Comment ❑ See Remarks 'HUNT & JOINER, )JC. C O N S U L T I N G G E N J G I N E R S 4300 NORTH CENTRAL EXPRESSWAY • SUITE 206 DALLAS, TEXAS 75206 214/8234197 FAX 214/823-1196 Date ❑ Mail ,FAX Via: ❑ Delivery Service and Delivered ❑ Overnight Courier ❑ ❑ No Exception Taken ❑ Make Corrections Noted ❑ Amend and Resubmit Copy To: With Enclosures 0 TO: FROM: DAM SMUT: (10 /T2.MEMO) Citc of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (2O6) 433.1800 Gary L. VanDusen, Mayor MEMORANDUM Febr ckvj ova, lg9 Oaf • zo, bvit\a'inq Ror mit 1\19c) . -ki or o n A P(o•n o d -k odor . - rho we Y.P . ploz.Pol ors rn •./2 • kY1Wly) wh.p -1 (kg) r.p dro12 pi! 3f f . th2r1 -Fn r Cowc1.0 fe—, -- r, fnu n d mit oc 1.-ex a\ ''1• n3 R ire r ryllf.■9 oar • al. i- dr o.rld intormpd h∎m p d _. x c .. ik e 111, - 1 o 1Y10 i t C rr4D f sZ ch avn -e kt r , i c-s3m p l-e . Februhry 21, 1990 Sincerely, obert C Smit Retail Partner RCS /ms ct0221rs TraiiiincllCr )\V Olflj at1` 4 R6111610Rti4Yli 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. TRAMMELL CROW COMPANY cc: Paul Patrick, Hodges and Associates STATE OF WASHINGTON ) COUNTY OF KING )ss. I I l Ji )I_' 1 4° otary Public in and for the State of Washington Residing at Mercer island. My appointment expires g/20/92. Signed and affirmed before me on ' 1990 by Ah rAl 0 Aryl( 5601 Sixth Avenue South P.O. Box 80326 Seattle, Washington 98108 206/762 -4750 Fax: 206/763 -9871 PROPERTY OWNER Pacific Northwest Group A /Trammel l Crow Co. PHONE 762 -4750 ADDRESS S ' i . v - � . - i - , : ZIP . :11: CONTRACTOR LuJnpkin. Construction PHONE 329 -1129 ADDRESS 1627 Eastlake Avenue East, Seattle, WA ZIP 98102 WA. ST. CONTRACTOR'S LICENSE # LUMPKI *242BE EXP. DATE 12 -23 -90 ARCHITECT Hodges Associdtes PHONE 214 -387 -1000 ZIP 75244 ADDRESS 13642 Omega Road, Dallas, TX DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE 1,462.00 ;6 • • d'rl U PLAN CHECK FEE 950.00 .452 - rawer 3 -07 -90 •:13•c3a- BUILDING SURCHARGE 4.50 ENERGY SURCHARGE OTHER: TOTAL - 2,416.50 , TYPE OF CONSTRUCTION: III -NUBC EDITION (year) SETBACKS: N _ S _ E _ _ FIRE PROTECTION: ®Sprinklers (] Detectors (] N/A UTILITY PERMITS REQUIRED (tl,rough �] Yes N o Public Works) ZONING: C -M BAR/LAND USE CONDITIONSOyes ® No 'RINT NAME: - CONDITIONS (other than those noted on or attached to ermit/plans): APPROVED FOR WI ` I - BUILDING ISSUANCE BY: W, , OFFICIAL DATE: Cl- i 5 -7 () I hereby certify t it I have read a examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit 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 and obtain this building permit. SIGNATURE: DATE: 'RINT NAME: - COMPANY: i CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. 0D /5 DATE ISSUED: 23,96 USE TOTA :ERTIFICATE OF )CCUPANCY NO. 17610 Southcenter Py OUILIJIpsi F I1M1 (POST WITH INSPL. flON CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CH FEES 'c 5 252 395.00 PROJECT NAME /TENANT Pa rkw_ay Plaza Bu i 1 d i n B ASSESSOR ACCOUNT u 6304- 1996 -09 TYPE OF (X) New Building U Addition Tenant Improvement (commercial) Li Demolition (building) Li Grading/Fill WORK: Q Rack Storage O Retool ❑ Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Shell construction of Building B - 4,950 square feet and facade renovation to existing shops. CODE COMPLIANCE SQUARE FEET SQUARE FEET OCC. SQUARE LOAD FEET CCC. LOAD SQUARE FEET Ccc. LOAD occ. LOAD I occ. LOAD, TOTAL SQUARE FEET TOTAL WC. 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. I DATE ISSUED: vyiysr� iaaMoioiloiAtrhiliiiirikWiiii 07 ROOF/OVERFLOW DRAIN 42..5,4 \i 0 oi.1,4 - \ \, A- r 0 ' P4511 ‘ 111)5 6A7u-76 121F icca 1 , i., ;':4, i-trwet . 14 For 5S .... -- 7 •••■ - -rt-flos.ra-t- .6.,cr • 1"VKx!"r poi.424A, 0DEXPLOLO DRAttit 5 TO Se IgSTAUSO pet ta•Si-• 56(.42 17054045 6tliAtt SE Cogger-TE010 14tAES it4,061 P•DoF EMEZEiBiliMIZEG /24, SCALE: 1 1/2 1-0" r24. Oft.; 4•Oiqr•le r404Z-4 ,/grGI.f 6 4-11 4 4 ) _•Ver kr• u -cP b--- 4, - F" . 1011 - 5 7 4,/e1 2 . - 14 C'1 Aerg-Awr.r.7 Q. we. SCALEi' 1 /13•=1*-0" 60LCIA‘o e'Y *- zop- QL .1 .j I Irol /4,6? = lit;; 6ar. :164 '1.6.■ I RETAIL BLDG B axisTF14710 NOTE: ELEVATIONS 304, 305, & 306 ARE SIM. TO REVISED CONSTRUCTION ELEVATIONS 01101' xr: P 170. 2,14 TiAls Pew 1,1A1 11`111111 1111 DETAI It:.;• mitre11 (1, "PiNt-ilt,'"t7 DO; ktit4 RIO 0,0, 1-161-14 EAt SCALE: 3/4= l'-0" DETAIL SCALE: 1 1/ 2"=1 -0" NOTE: ALL STOREFRONT SHALL BE INSUL: GLAZING REF. SPECS. ELEVATIO SCALE: 1/81O - r - rrz) ,l'a:;Frl 15, 176(1 11 Ai 4: P14eP 01.3244rtee'• . roe A-ozsbpd. rrto, p:'12= ' t0110,r 4 vox. rot2- $ poci4er146. 6*((;' [Tr.? e,ac. ei-eer Col.htz 07 ROOF/OVERFLOW DRAIN 42..5,4 \i 0 oi.1,4 - \ \, A- r 0 ' P4511 ‘ 111)5 6A7u-76 121F icca 1 , i., ;':4, i-trwet . 14 For 5S .... -- 7 •••■ - -rt-flos.ra-t- .6.,cr • 1"VKx!"r poi.424A, 0DEXPLOLO DRAttit 5 TO Se IgSTAUSO pet ta•Si-• 56(.42 17054045 6tliAtt SE Cogger-TE010 14tAES it4,061 P•DoF EMEZEiBiliMIZEG /24, SCALE: 1 1/2 1-0" r24. Oft.; 4•Oiqr•le r404Z-4 ,/grGI.f 6 4-11 4 4 ) _•Ver kr• u -cP b--- 4, - F" . 1011 - 5 7 4,/e1 2 . - 14 C'1 Aerg-Awr.r.7 Q. we. SCALEi' 1 /13•=1*-0" 60LCIA‘o e'Y *- zop- QL .1 .j I Irol /4,6? = lit;; 6ar. :164 '1.6.■ I RETAIL BLDG B axisTF14710 NOTE: ELEVATIONS 304, 305, & 306 ARE SIM. TO REVISED CONSTRUCTION ELEVATIONS 01101' xr: P 170. 2,14 TiAls Pew 1,1A1 11`111111 1111 DETAI It:.;• mitre11 (1, "PiNt-ilt,'"t7 DO; ktit4 RIO 0,0, 1-161-14 EAt SCALE: 3/4= l'-0" DETAIL SCALE: 1 1/ 2"=1 -0" NOTE: ALL STOREFRONT SHALL BE INSUL: GLAZING REF. SPECS. ELEVATIO SCALE: 1/81O - r - rrz) ,l'a:;Frl 15, 176(1 11 Ai 4: P14eP 01.3244rtee'• . roe A-ozsbpd. rrto, p:'12= ' t0110,r 4 vox. rot2- $ poci4er146. 6*((;' [Tr.? e,ac. ei-eer Col.htz Exe.fr piiJi CANVAS AWNING UNDER TOWER EXISTING COLUMN LINES REFER PLANS OF EXISTING BUILDING NM APAPAPAINWIrili AritilAAWAWAMIL .' (20 Alta 4101r00,drAteikt. Hii EXISTING COLUMN LINES REFER PLANS OF EXISTING BUP-DiNG , • ..............„), 3fi-o s it... Ef 1 , __. . ... „f...Ns sAfi"4 o 47**17, to" * .. NI 1 i M I 0 $6± • X: . i 0. " 01111 ITIVII■111 ) MUMS= I I I I I I i i M 1 N 1 1 a 1 i kf.X•t.t......I....60.4 A 1 11111111 III •111 1111 ,,. ...Jai.... .......... .„-, ,,,...,-. .___. /hi AP: 4.111:1i :0140 l ' HI 54 ‘ 7• . 4 4 4 .. .■ 11,v. V4r.r..,_ 2111 ---Le 40 4 1 ).C&WW 1 "; 'POL. 7 _, 1111111"ilis 111141 111M11111 I NOTE: . 1) REPLACE ALL DAMAGED OR ROTTEN WOOD AS NEEDED AT PARKWAY NORTH, 2) PAINT EXISTING MECHANICAL SCREEN ON ROOF OF BEST AND PARKWAY NORTH. 3) PANT ALL EXISTING SOFFITS. COLOR AS SELECTED BY OWNER. REF. SPECS. TOWER "E" • `-r r- r-4 * REFERENCE ELEVATION SCALE : 0' REFERENCE ELEVATION SCALE : 1/16'=1-Ir C.;Xiesr, - r - O: - 7 ege" Edeg6c , ..7r/Nt4 W.0 ts.:■PEGC., ps4hir 1t1r-4 4 cartr461 fLEF. 1-F - EXISTING I RAMP UP I 411.11110.1.11.4■1111. 010.■■•■••■ STEEL COLUMN STRAPS TOWER "F" MI= IIIImm..81M1 II.•••••■•• 11111•10/MID r ______,.. LINE OF STOREFRONT 1-1 11 ---.1 1 _.......... LINE OF OVERHANG I I .1 -... TO BE REM9VED • SIDEWALK ... EXISTING OVERHANG -.1 SCALE : 1 REFERENCE ELEVATION LLNE OF OVERHANG TOWER • ." • .10 , MaliMr■ID •11■111111•11 .1■••• .•••■•111.1. .111■ Mal•=1.6 TOWER 1 TOWER "B" 1101..■. Illi•••••■■ 111•10•1••■•■• '6W • sAIMENNiii Item 111 11111.. 1■•■••■ N.M. .1) ‘1%...•••••••111 EXISTING COLUMN LINES F131 KASS O EXISTING MOM •■ 0 0 MEM., .■1.11. =IMMO 01■11 MIMUIN .1■•■. Mb. mora Oral I & WI Alw," MI 1■0 902 AVM 10.11 111M1 II 1101111 BM MN ,.. 1 - 2 3 ,, 4 5 6 1 itiyiliwitiliiliiiiiIIIIITI NTIIIIItitilitriiiiiipitiliiilirifilliv ii111111 No.le 1101 ilr i f 1)11 111 1 Il IN 1 I TOWER "C1" a *Ifrer osier ) T1 fP fa6r reiP- 1-1--0 EXISTite commutes REFER PLANS OF EXISTING mope EXISTING COLUMN LINES REFER PLANS OF EXISTING BUILDING • a■mlo. gam.. .1111101.0 • N/MINRO asommo ecomm■ 0■•■■■ .1101■ .1■111 TOWER "C2" 0 LINE OF STOREFRONT 410•••••••. MMIII/fm• 4. -4,-- - I ELEVATION KEY PLAN EXISTING 'SILO' BUILDING CITY OF T11KWILA - APPROVED MAY 19 0 , .1:4! • ,1- !VISION . • Co d WA.REG.NO.5224 drawn ""mmulliwYelum."1"agn 8935 date - t project n 5 o .8. : 0 11111101gaMINIIMMININIS00 revisions 1:\ 3-8-90 ADDENDUM #1 A .. ISSUED FOR CONST. sheet A al 4 of --* 44 • • 110V DoC-K. LeYEI4Rs. Doe-K POOlt 6 I 4 OVir 4 PA S•r4TALL 041 CMU 4. MARi3I-E c..izerE PER ci1b Iimilimil 107; 4,,, . w _4 = 41 • .. 7 ‘,.. 7 4416 - ■ s t . 1 2 1 2 11 211.:41 1 6 1 9 0 3W 1 116' • _. suw a - .Z..7 '.. ! • -- 11 :, 1 IIII_RIL■ 1 e-i„. iil S i i I!! - Nit „.... I vest, Will KID • - 1 . ■11 ■ O. • • i• •■• •■•••• .I .C. C. fLer-10 • E E.)(KI", 1-tsr4t%Itj..-1 tr7tIft. IL/44k1 SCALE : 1/18•=1' EXISTIti& LApipsc APE To REMAIN Lq NEW RETAIL BUILDING REFER SHEET Asa A3 r - I I R NEW RETAIL BUILDING "A' !..4511.1 444-14, 1,4u4 "rYP 104- ise44141 FY-01i 61.041. 04 1-144 1-,*ii:: NEW RETAIL BUILDING REFER SHEET A e LU z C.) NEW RETAIL SCALE 1/16'=1-0' W A1-1 /1-€.; N 141.1.; EXISTING 1-15 sAl <,,TA 1,4/tvrrL A.1-(.2 rap' r.:Yrt- It 01. 14 REFERENCE ELEVATION REFERENCE ELEVATION EXISTING COLUMN LINES REFER PLANS OF EXISTING BUILDiNG 04t-Ir Excl. eon 1-461 rfr, 6Pre.6 ( REFERENCE ELEVATION K - sz7ziwor.14. 6 07 ■•••••••11..• NIEJA Nti<ific-, 4 6ufze. xr 10-2. ® r14-1,-1 E:rcif.:47 24 ref.' z-ee NEVI E.,11.4 it) 4-1"-Hop.04., EXISTING COLUMN LINES REFER PLANS OF EXISTING BUILDING ■•■••••• Saw.. Rix=0110 ••■••• •■•■• 11•11.1.1amlibi. •■••■•• ••••■•••• •••••••■■••■ elbain■ .g■.• TOWER ''J" .,......vo r ie"...... - .... 41 16 sl! is..1,41t1 ' e or. ir•Nrip -, -ripx0.040.•.%,4 stalk AO. ... ds . ' , a s, s " o w s 1 lbws almilis I.• - alm - iiii 0 sill low, i ilwriliti 8 •It: 1 i v ,.. ,....4 coili i oi jorti oxic :AI i 1 Mill * I stptiod, 411■••• .1•WI a) TOWER "K3" 0.000- , LINE OF STOREFRONT --- _ LINE OF OVERNMIG Voys=0..--TOWER SIDEWALK •=1.0■111. smwm , a1■• .•■■• •■■ ■••••••• usimmy ••■■••■ ■••.. ••• .WP• Wal•M. owyo •••■■ /WV.. P.• ,■• ••••■•■•• .•■■ •■■•■• ■■•■ ••••■•■ .100/4.1. • 11111.11•M•0 TOWER "Kl" 0 1 ••■•■•■11111•0 WER ort EXISTING SIDEWALK NEW RE:AIL NEW RETAIL BUILDING REFER SHEET As 4. A * Ighale=4 • LINE OF STOREFRONT MOO LINE OF OVE441.4A1113 • 12 LIME OF STOREFRONT -I Lae Of 01110111AM SIDEWALK • A.F.F. o tE vr-1 \-11/ rliiiT1iii 1i! / EXISTING COLUMN LINES REFER PLANS OF EXISTING BUILDING , ;<1<=1", 044. TD(f' .1111/1•••••■•■•■ LOCATE 1•1614 . roWgfS A it ori coLdMtsl 1_111E5. VEXIFY 601-1-110 LocA s 141114 PLAH5 OF PART PLAZA NOrTH. 111100■01. mil rili ird ird 1117131 44•01111.a. • I 410#1411 4,4 41•11•1111. ±-1 ec.firk, Feer fiC ••■••••• 1111■••=1.1 MINI/Mal 0.1.11•11011.1 01101•11■4114 1/111••=1. . I 11 I I-21 I • I 3.. „ I 41 I 51 I I 61 , 7 .4, enww. .wiyawr -Oar. - IDIMIla ■■•■• - MEMO WiNNE• CaNa. a REFERENCE ELEVATION ;ALE I ivr-I 01••■•• •■•••• .11•11.• 5.5 F -a■ LINE OF STOREFRONT ••■••• LINE OF OVERHANG • WEIMM. MEM =P.m. WO.= ••••••• TOWER 'K2" uTOWER SIDEWALK i r;A24 - rYr evelt-in - rff: *REFERENCE ELEVATION ° or c.4 i(2.11 6541.er. etg464. PE -4■61111■Now 5,)4101: V-40- - 1 -- (e SCALE : /16"=1-0" NOTE: 1) PAINT ALL EXISTING SOFFITS. COLOR AS SELECTED BY OWNER. REF. SPECIFICATIONS Li 1:=1 5F corti-gei - rf F- r REFERENCE ELEVATION . I BUILDING DIVISION CITY OF TUKWILA APPROVED MAY 19q0 th, - - - 1111114. Z N < 0 a. 3 >e < cn et. 0 -.0 cc LU Fon 4 < Fos WA .REG. NO.5224 project no 8935 IIIIIIMIE111111611111111IVEINICIIY revisions LS , 3-8-90 ADDENDUM #1 ISSUED FOR CONST. sheet A-5 of drawn date 5-8-90 •.. • .1 AF 45081 SCALE: 1 /8 v.r 605 SECTION .1 0re : GdN Q Yoi7 Tra FiELG. VErF'Y CiU.De ritogates,r,pstribes4 & *ram. 1-4.1401/41, Df GoplU. r E:xi 'r :cn4:.1.•IALK. g'l5�'y. ..flLT WALL PANEL REMAIN RFhloN &Xl51 '0 ':1»lGI�'f: FIX -iJ ::;. REPAI R PAI T Solt As mwor ► . GiYP. SR OFFS?'iO;Ri N z -t Vi 'rE : 0t1 • MARS ME�At. t Td To pt-IGN 14/ Eici1 y b . 1L WALL A•oVE. - cl H6 Jr, . REIIJF 41 SCa E'SGJD ` 'SEAM @ y I IDNEIGHT / 11 CMv "�V"1�'".. Z "¢ 4,44417 POLL 4 aFtwe 'dia. x 2-� - I INT { E111s"r gl.Ap., Q I14 o.G, (I ,a mr PE - rgh - rtoJ) • dEri 5' ri4. `Coli 6 I^A !r F W 34. le (96-e..1J. TOP OF EXISTING PARAPET ■ O- TOWER " C2" IXM Ora INN 604 PETAIL v4 . '+` ± ::. I�f1i�f Lir ��i1111�.�irr�. Itym i1ift' i th M itiril�i� ° h�ni�I�rV�mif�inl�id�hm�o�lf��h� rilil AF 45081 SCALE: 1 /8 v.r 605 SECTION .1 0re : GdN Q Yoi7 Tra FiELG. VErF'Y CiU.De ritogates,r,pstribes4 & *ram. 1-4.1401/41, Df GoplU. r E:xi 'r :cn4:.1.•IALK. g'l5�'y. ..flLT WALL PANEL REMAIN RFhloN &Xl51 '0 ':1»lGI�'f: FIX -iJ ::;. REPAI R PAI T Solt As mwor ► . GiYP. SR OFFS?'iO;Ri N z -t Vi 'rE : 0t1 • MARS ME�At. t Td To pt-IGN 14/ Eici1 y b . 1L WALL A•oVE. - cl H6 Jr, . REIIJF 41 SCa E'SGJD ` 'SEAM @ y I IDNEIGHT / 11 CMv "�V"1�'".. Z "¢ 4,44417 POLL 4 aFtwe 'dia. x 2-� - I INT { E111s"r gl.Ap., Q I14 o.G, (I ,a mr PE - rgh - rtoJ) • dEri 5' ri4. `Coli 6 I^A !r F W 34. le (96-e..1J. TOP OF EXISTING PARAPET ■ O- TOWER " C2" IXM Ora INN 604 PETAIL v4 . '+` ± ::. I�f1i�f Lir ��i1111�.�irr�. AF 45081 cot.. 4t..) fovtEKS or4LY b c,r0 ,,', f'EF E,"f'iztJ G, k 144144 mr1., 4FkME rIo-ITE.12 1-EF v 4r4; I-�F OIL mil. a it FJ5 Pn 1•-ht2 I 'oLL ov4 MTt, pa: � JE rev kg.° v2' ►/-r 5. k, F 4-r -J`e) f L y .t ' t '3rL.. 1'Uf3E gEf. STRiG. - d tl x I' skt.E. - MeriALL101. (I4 3 - 3 1 a� si-tE.E'r NIl L- MED4LLI04 (I4.(,A.I 1•.1E L i C 4-- LOC,Ar IM ( x la 571.. Tu * REF. �il7iUG pia . 66 vittop crAvitf e goIA b44 L -1' 806 SILL 805 JAMB 804 HEAD 7' SCALE: 3 " =1 • -0" 1 t 4.2 GL _. .�.�. r _ ( jtvit . , 'afot r 1/ .1-r• 4,-4/1-!' 1- 4 AC., :; eor-iivot-IErtrC, .14 eC Y!NI` 1... GOa - r"E!, e.4-1/-.0-1 i..14. K. ."Fz+G ,6-1.) -' r-11+1 L' frf a a L . o f ∎ e l t , p- -- rr-o ) 61 - 6 , r'l A , Grit I•-D a F r40..4J -t •' P f e.--rry Fs( A ,-1 I i tz;r .r. —.. 5'-c.)' D,A :it .;.A u I , t r + 11 I q, • 4.p .},`� e So I e ,ba IA J poi Fa eon.. TU6E t ---- sx.gp • h-'; I PiTc REF - . , 1f) r d e.-1 r.E P T ceNTER '� ► � i `�` '�� M�s7ALil�ti 801 TYP. TOWER ELEVATION 801 SCALE: 1/8 801B REFER TO SPECS FOR DESCRIPTION OF PAINT ON TOWERS PM t r 1t.%., *'v r1 Prc rr ' l I.l .1-f' rr - r, 4, 807 DETAIL SCALE: 1' =1'- 0" 1<. r i y r- Mrrie1 SECTION PLAN VIEW 808 DETAIL SCALE: 1"=1'.0" 813 DETAIL SCALE: 3 " =1' -0 E f -r. tyi,i'49- J✓6IzE - m I L I-I F y I mm ,Ec z.r,G I41EV4 .0.444GRe:r' .Ht'L er."oL 914 . FeF 'Cth, Moir -ii'/ IMF 'Ect�, 814 DETAIL ' T 0 +31L `rvepa to erfrv-P' ItAbe Tg Olt Fff - 11 1 7 — f SCALE: 3' =1'•0' Fift Fa, \ I re 6i C51170 v4N-1. �11t,T P rrn r lXrud ac,yT l /� 1 °II 11114 (T i ealIT• Je pz' 7V/0I2 Vc5 19-71 Pth2L..I -k,- Rai 2TFilGT1'rt- -4- 1P m-F'I Pr+J To -, • 1b. I hJ p icfr- 'E:c tN/ T rIL1frr 1•4 E?< 4.0 ,-1C-1 t.:.NEvru l t-16 G Gt'.(7r r ,'?)r" .,..74 /LA ,, A E QTn %e)v :Lt L,14 -= oK. G'''GW1 C'*" '2t l5.- 1,hr . err✓ ...4,...,....--/ __. .. r c Oar ,4M -0 ME��t -I a CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION OF TOWERS. 815 DETAIL SCALE: 3• =1' -0' 809 PLAN TOWER K 1, K2 & K3 SCALE: 118' =1' -0' G foal&To (`'ALE 1 .21 ' -4' FIE4.17 '1Epy 0.4__ of E.A.. 4 F.'/, • 810 PLAN TOWER J NOTE: PAINT ALL EXPOSED STEEL BRACING FOR NEW STEEL` TOWE=RS. 811 DETAIL Y ;ll - Cr� u A,rP - 7P a... < I LO" A,P16 1 7 0 . ,.." !* .FF. !(.,, -©" A 1 K• 2.' ONLY u1.1E ice ..>I" o./t+t-I -x/- .�I SCALE: 1/8=1-O " F.x1er car 440 -d" E,cr>= T' o - RFE Tb) rl E of 4 -! r oaicx- r iA4k1 tr EXI-,T GUf�P er 4a 5)(M4r vF I:IEW 7aV1E -• SCALE: 1 n1Elrr `j'r'l Tr.. -JE :e iZE1= -1 rr? L.EY. e2J A.tJV <;rgue.. — 0631111111111111 r . __ .: Iw. _ f SCALE :1 /4' =1' -0' mi 1 1 0 co Eq cn c co -r- Ix tt I t.. a 3-44 1 EXf �.,Trw G i/ -. kyr- „_ / ^ r 4 011i4(0. r, 12 -IJc4- 1 I ( I I 11- I 1 I I I I 21 I 1 1 1 I 1 1 I 1 I I h I 1 I I h I - 3 h I 1 I rIhIhIr rI1111 1IhIhI1 1IhIII1 1111111 {�. 1111 1 I 41 I I - 5I I 61.E No la �.1. ,......, �I� r11 �IIII�I �rl�r lIftii Rr.rr E1.. V. K ' /A - - 5 0i Cot_ LINE DE - 1vW5R6 'Ic.I' !'KS' ONLY rep — tJ1 ( L, ruts N >, 4L _t u (J, �/ B I1 802 SECTION TOWER K1, K2 & K3 NcTE : MAINTAIN P051T:V:E DRAINAGE "0 /\L`L ,G. RC. r. DRA,'A5 (TYP) r1Ev1 tcriG, 1,114.4 f t2T1.6, • A'IAv'r 'Irrt6r2C -- j1- 1 , SHADED AREAS INDICATE EXIST: TO REMAIN TYP. REFAiR ALL CON RF FT 1&.K.S DA"tAGEO 15Y P. ,ALEMEN1 OF NE v4 COh .rf E T'E FOC' "* N3 S FOR NEW TC64JE R S CT' P} , H .ri' `.SH OF 812 '"o 4'r , ,i -o FIEt,r✓ N/54-4 Eck fl L d UF. Ir✓'P' zq. Tor 44 ter, —r 8 1t 'o.c,. Ffotri Ear oil ^ Ne..r Yo Fµ1.6I4 SCALE: 1/4'=V-0' F reAdtPg $” 'T+IIGK. 511"0 ;44:T}4 , SI / 2 tDINEi To I' -ld' elitpw SIN. 6g.b.or 1.41 , ice: 1Z 1 -, 909 M, C.ONt7ITt04, \\--. 1 " 3 0 -cf ._ } *'o •"21rEEL IGr '0" A.'s - 6s'-o" fr �:Er►1' t' l_ - ICv: '.rt .RE.F • r 'cu,J>;K E� IA rCI Ki rSi 1�'11C.. . S r O. C r, o, eyrsel, ►= A " A.PP 14EL,I 'art 'rol.IF -K KEF. TO' rc > rZ > LL +I (F.o, t,►Jc r Si _ ._...._ SECTION TOWER H d db I';'' O G, - Gt�YI L 14;) �cIF'r C- L,e,�j 45;4 c'0e-44. F'crf Fo€- 're , z 2• 803 SECTION TOWER J M. S 5f['AL RE..F' �'TFuc 4, S'`l.. i USE F: CAGES R.EFF Sf'KIJG. SJ�� 8001 808 • CITY OF TUKWILA APPROVED MAY 6 19so BUILDING !S14N SF N ›b Q 3 cc a 0 16— O cc mai 0 6 w z J E o � a drawn - "41 s �i WA.REG.NO.5224 e 0 ei p sheet project no 8935 date revisions i\ 3-8-90 ADDENDUM #1 3-12-90 ADD. #2 A \ ISSUED FOR CONST. 0661, t 40 C ©6 - 8 - S amp °`:< . ; uMe.Ip iSNOO /*OA a311SSi - t * NrtaK3oQV o6•e c SUOISinal P;L5'GN•93H'vM I understand that the Plan Check approvals are subject errors and , omissions and approval of plans does not authorize the violation of any adopted lode or Ordinance. Receipt of contractor's copy of approved plans acknowledged. --_" ' ►t' � � ta Wzi4 ',1g//•A a r 1a /Ga , ��'V 0 ~1'1 o 1 vc iACd `mil .* SnmYM 'Iv? a; `( OLJ r &1 ) >t2crz^e,rr 11 9 gr►pI.l. -1 ' 31VOS ON 'v _L301 • fl �• io��'<)1Z1 N �My l . NQld- ncN�.4Yg a p, ac IA3 id • �yo '7 o ,t77 vM Ze*g ;:O °.Acw ?JBNll i ; - , O'!tg J. NO2, '` 9a� •�,ys1X3 - I •s ue 9 � yNv1vB: 3O i� - 3no8d . ol-. 1 i ? pi 6 - Sow ,(M •o�N1v3H� d,l i . ' W NO Ny'd'1' 11i ;NQ'. a1 v:?' ?�V X% :dtil u Nn . y ao - X1 1 1.1 I 4 1 1 1:11 I i I.,_ 111.11 1.1 41,745 ••1141 • "1 • ri i4.- dig vrt 9 dyd Q1O• "r3WVa1a No dmlvt ,,� -,� %NI 11 IdW 'X Y t�J -- . 1 '� •9l O ca�ldlas e.XI M of ,A, a$, ,c '1114e .LbOa 3) d ril'!V VI :'idttlrklS '1vnbo o3novcteiv 211A0-) 3311i9!`dW f,`L.. �� ; • J��1- 'T;Y ct : v, ca,t� i ad %3r�chc ►� .rIA -Y ` "� F1J•: d1^ 3 % .L`"�11 W itd ti . 0.1n : r+c Wal'3 'f ••04 �yy �,r:�►�.i i. _ 1 ri 'rq to P f• -# a .'incJ c a'•t a *tie i TWOS 3S0 �, r'n1aMg9� fa 1„b A , �'�, ° +i"e 4rYf .0 1V1S - .1- .eit :31VOS rvt fi v010Wit+ 'F1,1 '1SNO0 ii0: 0311S I* YtnW1300V (€ ^B SUOIStA J 45 - G ,; amp UM2aP I understand that the Plan Check approvals are ubject to em's a+ dl r on scions and approval of at pl ans does:liot adthorsze :the violation,of any adopted c oc k or ordinance f.te of contr&toe ! coPY of approved , plans ackn wIedg d • a / c c1xo - z Z -110"4 VOIAozid °: . l1 91797:* t n- 07'ett 1 f (.1 01 °,wl iQ) : c '1 d 42Y ° .7i -op/p ,' r1 . trY \VI.L.G k J )^1„ 1 aPC7S 1 t*I rlv�t 71,1 M cl t1 17w U41X0 t 'F- N aJ t)1 i OCJG' 2;0 '421R.19111/0 tV010 - l^ fl~t Irv- - iic/M 2 t =114r1 - tS , 'mot =toy 2 ., r1Y%',oI K„Oi :14I) 1 . 1 . • I , LI . .► I uJil.i'��� - dA.L NIVIIW311 0.1. '1SIX3 31VDIaNI SVRIV 030vwS .24o-1o: awvira , 4Q ( 147 1 1 8 ,9; hNi?Yis Ilar -' yW - '11 •910b Y , Gltttfl5' 1I M • 0.1(), .tEo•o) S NVel ,n1 a, ;�' / IV +t •M ,,4 J.714d a xllvd; c,wv : Vfr sY4 w�tu c,,,I. H11M ( - 1Vr' O3n0ddir »o 1 .71 , o", ,3311t,WW ,1d1. w •+r a,_ . •• • 1 . 3?%V 0 1 ? ► o; JQt-r 'rtl.:rdhO" :100N '14 Jc S 2. ^` 5'x?M �'�.,P� 011 - ,• r -- u. + .pNIX kiliiiiiiimmo9mll im�rc��tior loil ligiindiimN I 4 imlitmi uiilmiiiiiii AF 45081 rlrlrlr rll rlrliMr rlrlrlr 1lrl.rlr; l rl . � . l�llrli rr I�r I�rlrl� I 3�.w..: ! . 4I ( 51 I 61 r at I ; 0, No.18 � . ei" .... 1 of ?;t 4.04.4 909 S SCAL T 1• -O- o8 RETAIL BLDG' B n FLOOR PLAN \ /\ (OPTION B1 i4 P O c. E. U. ARQUE OYM (cht APPROVEo F_QL3AL) wi TH . '1" ilc1'I R I✓A IA ANP PAf I • POR t' :24' a,� a.' /4! 'v` pA��.s (0.032.�(, �'a w in4 i Mo A AO rI L, L MAX FtAt R �PA1�Ftiy 6'- 8`' bAKEP oN tiAM� COLOR /K� 6d1.i�cT11D by ARch 1. 1 3 - C'o hn' . 4 „ r Nom: V Y•• ..�” -tor ' .rte 1.4� ►^. �I (� �I J f' `�" � r� �, �"�„ F.. ��..S r y , G F.6I.A N?'cjrTaF' �!- �°f•F.� 0-4,1z- f•"Offil r-1,i 'I c. CI :YN ' OF ) R g Aka. t .I v-.r -) td,cA to t AO : GCN'f. £ LOGKi 4 G ',,' IDE 13FEe zOwAY _ `xs" 0.C. Nor og E • • PrZov, Air y r4 5u-A->1or' rwcEry c�c�. col f� c.i ErE . O r411-. I..ATra v 11 c 7 G• r3G. TypE � rf`Tr'f UL Af lorl - 0 to AE30V, t;EII.INCr.; "...EX Gfz ; ' 4LArii R>~ SPFsay.. ---- XI61' SLAB F E r p 6 vF F xK: �$ - l�+� -f z�► vt T M ry 5:;•41 or pr ; a / QEMo�E G-��'r / ravl� ALLOW 1-*EEZE -I, ,.•( 4.47r1rlei Fo i-r ‹,)re-C4 BU Di r IVisIoN WA.REG.NO. 5224 drawn date 5 -8 -90 revisions' f f 3 -8 -90 ADDENDUM *1 /A\ ISSUED FOR CONST. ' ti A /kr: 45081 irlrlr rir�rir rirlrir, rirrrp rrt rlrlr Till 1 ilriisr r gyp! Noss ,.r... . • ELECTRICAL NOTES: A EXTEND EXISTING 120 VOLT SIGN CIRCUIT TO NEW SIGN LOCATION. EXTEND WITH 1/2" C - 2#12, #12 G. @ 20' -0" OC. INSTALL 3/4" EMPTY CONDUIT 6" MIN. BELOW ROOF. DECK. B RELOCATE EXISTING SIGNAGE FROM LOWER SIGN BAND PARAPET. t EXACT LOCATION TO BE VERIFIED BY OWNER. C 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. CONTFIACTOR SHALL SUBMIT WIRING DIAGRAM FOR APPROVAL PRIOR TO INSTALLATION. SCALE: 3/32' = 1'-0' � A - C=� vr� t�tT1.: 1,e.7 ►�- (cot-49F /4-‘p rta A-f 4 vzi ri.,J 11 J - oaJ p�o►c .- urr. 0544b.rE. - r Ewtedij /it - f . ✓ v !.J :,.J 4 I I J r — r -. ma c.." r'-• 0,44 TLJP- -% -fa l" f-�,..... - tZ.r'w Nl W 2X3 'T'I , t'tV K:1,: ' rKKlh'j 4/ {) t L SCALE. r =1r-C ' Ste: r r STRUCTURAL NOTES: A. CONNECTION NOTE FOR TOWER POLES REF: 1004 Contractor is to provide anchorage of " new tower columns ." to the existing roof framing members of the canopy. Field verify all member Sizes, lengths, orientation, connections, etc. Of existing canopy framing.. Drawings of the propo9ed connection details shall be submitted to the architect for-review and approval prior to construction Contractor ;: is to provide'' anchorage of new 'tower col v,mns to the existing walls and structural'. framing. Field - VA rify types of ;wall construction and sizes and dimensions of structural , framing . members of`theanchorage locations. ;:Drawings of• the proposed connections detailed shall be submitted to the architect. for review and prior to construction. C. NOTE FOn NEW PARAPETS REF- 1'1;01 Field 'verify sizes, lengths,` connections, etc.' for beams located beneath new s parapet walls. .Submit beam.information'to architect for verification of structural adequacy, prior to construction. NOTE: PAINT, ALL EXPOSED METAL ON TOWER AND TOWER BRACES AS INDICATED IN SPECS. r i►J'- 1vt,t%4 ! -1''rP'.:o' ' i Vii t-1 1 iJrtgo , I i 2 -a flip. ., s* Gib florool rJkitr'ra. ::d NP : IIP "i `-7 - , FP 1 lie ei e. ce. 44,1 Apt. r E re Age.-4E,) 4 v4 ri.a.1 017 I•r. b4i4 E- e- f'r" -F - P • re--r - '-rW' - A„ LoIJ c;;1: Iask., Cam: �.P l.�•� rim. pt.-1=104A •- rizar- 101 , J e.►soe. } 1606 EENLARGEI PARTIAL ELEVATION SCALE Ihr r-r I v 3/4r Li p 4 011,, �.k e) p.4.7 re t-I i►•1 e. . li !I r el Ny, ,--4 - TO r;'4 . f Y.) KEY PLAN r.6-401 t,>1.1 . r ,SGA. (p 1-} 13'46c> I OD m.)r - -Jr tw,JIJ L izz7 n "tar '/ ( >I1. (-i�J -L�1 t..1I"l. 'r i.. / 7 drawn' date 5 -8 -90 ISSUED FOR CONST. "sheet PAVILION i , Lik......1 .. ...,... __ _ ;Et, T .Iii. I11 I. 1n 6 , }I g Mil <�-_ °: a� ii1tl ii iii 1i� �mil Y i ti A /kr: 45081 irlrlr rir�rir rirlrir, rirrrp rrt rlrlr Till 1 ilriisr r gyp! Noss ,.r... . • ELECTRICAL NOTES: A EXTEND EXISTING 120 VOLT SIGN CIRCUIT TO NEW SIGN LOCATION. EXTEND WITH 1/2" C - 2#12, #12 G. @ 20' -0" OC. INSTALL 3/4" EMPTY CONDUIT 6" MIN. BELOW ROOF. DECK. B RELOCATE EXISTING SIGNAGE FROM LOWER SIGN BAND PARAPET. t EXACT LOCATION TO BE VERIFIED BY OWNER. C 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. CONTFIACTOR SHALL SUBMIT WIRING DIAGRAM FOR APPROVAL PRIOR TO INSTALLATION. SCALE: 3/32' = 1'-0' � A - C=� vr� t�tT1.: 1,e.7 ►�- (cot-49F /4-‘p rta A-f 4 vzi ri.,J 11 J - oaJ p�o►c .- urr. 0544b.rE. - r Ewtedij /it - f . ✓ v !.J :,.J 4 I I J r — r -. ma c.." r'-• 0,44 TLJP- -% -fa l" f-�,..... - tZ.r'w Nl W 2X3 'T'I , t'tV K:1,: ' rKKlh'j 4/ {) t L SCALE. r =1r-C ' Ste: r r STRUCTURAL NOTES: A. CONNECTION NOTE FOR TOWER POLES REF: 1004 Contractor is to provide anchorage of " new tower columns ." to the existing roof framing members of the canopy. Field verify all member Sizes, lengths, orientation, connections, etc. Of existing canopy framing.. Drawings of the propo9ed connection details shall be submitted to the architect for-review and approval prior to construction Contractor ;: is to provide'' anchorage of new 'tower col v,mns to the existing walls and structural'. framing. Field - VA rify types of ;wall construction and sizes and dimensions of structural , framing . members of`theanchorage locations. ;:Drawings of• the proposed connections detailed shall be submitted to the architect. for review and prior to construction. C. NOTE FOn NEW PARAPETS REF- 1'1;01 Field 'verify sizes, lengths,` connections, etc.' for beams located beneath new s parapet walls. .Submit beam.information'to architect for verification of structural adequacy, prior to construction. NOTE: PAINT, ALL EXPOSED METAL ON TOWER AND TOWER BRACES AS INDICATED IN SPECS. r i►J'- 1vt,t%4 ! -1''rP'.:o' ' i Vii t-1 1 iJrtgo , I i 2 -a flip. ., s* Gib florool rJkitr'ra. ::d NP : IIP "i `-7 - , FP 1 lie ei e. ce. 44,1 Apt. r E re Age.-4E,) 4 v4 ri.a.1 017 I•r. b4i4 E- e- f'r" -F - P • re--r - '-rW' - A„ LoIJ c;;1: Iask., Cam: �.P l.�•� rim. pt.-1=104A •- rizar- 101 , J e.►soe. } 1606 EENLARGEI PARTIAL ELEVATION SCALE Ihr r-r I v 3/4r Li p 4 011,, �.k e) p.4.7 re t-I i►•1 e. . li !I r el Ny, ,--4 - TO r;'4 . f Y.) KEY PLAN r.6-401 t,>1.1 . r ,SGA. (p 1-} 13'46c> I OD m.)r - -Jr tw,JIJ L izz7 n "tar '/ ( >I1. (-i�J -L�1 t..1I"l. 'r i.. / 7 drawn' date 5 -8 -90 ISSUED FOR CONST. "sheet PAVILION NE PA RA pe T /,.hA LL --' N!W 2 x 4 g 2!J' L !DC of BEAM P2.14. ar 44114 EACH 1190 — . 5141 A 04 A A/c/1 'R '/c • 8J N41L 5 / eAcH 510E 2 -M? F. .tt /?" -461 A1/4 I .&' 1: per., =r7.f 1112 DETAIL f � r t.EF f~ . •k - <�t�''' .� - to W4k1. f' M SIN i "" ttrk ,) t 1 L. �I - l ,a- • - r23.timpLIT4 1c-"r i4-r: r rr i[X.o -rkv , P.101-42 v '1''. ° � -E ECG' 'sew, SCALE: 3`=V-0" 5FAt ANT tiTAHTE Ii 'SEALANT - PANEL .COT I: NO SCREW FAST LNER FELT ,11 jar ...*, • zo. 1104 DETAIL SCALE: NO SCALE beneath new parapet W ahl. S i on t Field verify � parapet � t for vOr: f lcation of Strur.turai adetll.lacy prtclr to c. cah'truc,t ir)n. hTT1.,. ��fll4 �,,EAr•i t °s 1„ r•+E e.,a► t'it• 7-aDF 1107 DETAIL SCALE: 3/8' = l' -0" AI AiV1 __ _. � � ;f Gl f t FI A HhN(., - ..___..• HAKEWALI. r__.. SIAI ANI / r .. _ - ' TAR IEH l I- ._ __._ SFALANI i I'ANL.I CUT I N( - Sc HEW FASILNEI1 FELT ---- RIDGE /HIP FLASH g <K r I`%EGK ‘. MN 0 1 L ATI-i ca kV.... Vii.. r';G -k WC; e b4% 4C-, ✓ ° r'4- 2x tric2 atx14.016.1 . Cil l.t p;14 41 °REA 1.4Ci C 54 COL.o1* -) Ile—EPA:' !2EE11.. -•e: T , J. F $$&1 pc, - /_t, : Fcz'F I.' os.s R'` 41 project 8935 date 5 -8 -90 yr, •rr:-- asp -_ -- AF 14508 . IIIIIII IIiIIII IIIIIII IIfIIII II'IIIII IIIItIt IIIIIII IIIII IIIII IIIII�.L.IIIIIII 'I'I'I' I I ....0 1 • L 2 1 I 14L 1 1 51 I 16 NO 10 a ...truaw:v im�m�mimr a) ELEV. • 1.36.':-0 ELEV. 131' -0.1. . TS3x3x1/4 STUB COLS. FROM EXIST. SPANDREL BEAMS (TYP.) REF. SHT. 53 t 3/8x6" StL. STRAP TS6x6x 1/4 (TYP.) TS6x6x i/4 (TYP. ) TS6x6x1 /4 STUB TUBE BEYOND (13TWN FRAMES) 40'- 6 - TS1x1 TS6x6x1 /4 (CONT. ) SCALE: 3/8 " i ' --O' (U. 0. N. ) TS6x6x1 /4 CONT. TS6x6x1 /4 STUB TUBE BEYOND (BTWN FRAMES) 5A /S1 TS3x3x1/4 STUB COLS. FROM EXIST. SPANDREL BEAMS (TYP. REF. SHT. 3 i /S ELEV. - 131'- ELEV. - ELEV. 22'- ELEV. 128' -= 11 REF ; S3 FOR TOWER BRACES I 11 (TYP. j GRIN SMOOTH ELEV, TS6x6x1/4 SCALE: 3/4' SCALE: 3/4'= SCALE: 3/4".. SCALE: 3/4'- GRIND SMOOTH 135' -0" GRIND SMOOTH (TYP. ) ELEV. =128' --O" ` 1/4 GRIND SMO 6RINO SMOOTH L*46.1_ TECIS t4- S23-414' drawn T.S.D. project ' n gate 5 -8 -90 ..AF 45081 re i f E IIIiIfll II�1III kh ��iVi��fiiml�inl I I I ILII.IL.1 t[I [ � ;.2- I 3] I 41 1 ( III I.1 �IIIIII IIII III'II IIIIII II' ' ��1`IrI� iI11I�I�iiIII� . . 1, .5( 1 I. NO.18 • Yc , •••• • • • • • AI 45081 JIlJIIlIIiIiIJllIIJ ' EXIST. PILASTER (TYP. ) RELOCATE EXIST. — 5 1/8x21 GLULAM SAWCUT TO LENGTH AS REO 'D. RELOCATE EXIST. 6 3/4x33 SPANDREL GLULAM. SAWCUT TO LENGTH S REG 'O. (TYP. ) NEW STEEL SADDLE w/ UM. It 3/4" AND SIDE t 3/8. WELD VERT. LEG OF SADDLE TO COL. OR It 1/2" EXTENSION UP TO UNDERSIDE OF EXIST. SADDLE, ACROSS BUT. OF EXIST. SADDLE AND TO VERT. LEG OF EX/ST. SADDLE EXIST. 5 i/8x2i GLULAM SAWCUT AS AE0'0. (TYP. EXIST. 6 3/4x28 1/2 GLULAM (ABOVE) EXIST. 5 1/8x21 GLULAM (BELOW) (TYP.) NOTES: 1. FIELD VERIFY ALL DIMENSIONS OF EXIST. CONSTRUCTION 2. PROVIDE ADEQUATE BRACES AND SHORING AS REQUIRED TO SUPPORT EXISTXAG CANOPY ROOF FRAMING MEMBERS DURING THE RECONSTRUCTIION OF THE CANOPY - - - ^-• e, ELEV.'. 110 -6" EXISTING It 1/4" -6" NEW STL. COL (BELOW) NOTES: 1. FIELD VERIFY ALL DIMENSIONS OF EXIST. CONSTRUCTION. REMOVE EXIST. STEEL COLS. AND FOOTINGS ALONG COL LINE 4. 9 AFTER SPANDREL GLUELAM HAS BEEN RELOCATED. RELOCATE EXIST. 6 3/4x33 SPANDREL GLULAM. SAWCUT TO LENGTH AS AE0'0. RELOCATE EXIST. 5 1/6x21 GLULAM SAWCUT TO LENGTH AS RED D. 6 3/4"x33* GLULAM BEAM EXIST. 5 1/8"x21" GLULAM. SAWCUT TO REQ°D. LENGTH. 2x4 CEILING JSTS. 111 16" O. C. W/ JST. HANGERS RELOCATE EXIST. 4x16 (ABOVE 6 BELOW) . SAWCUT TO LENGTH AS REG D. 0 11St' RELOCATE EXIST. — 6 3/4x33 SPANDREL GLULAM. SAWCUT TO LENGTH 6 BEVEL ENO AS REGD. EXIST. 5 1/8x22 1/ GLULAM SAWCUT AS EXIST. 2x12 le" O. C. ALL NM CONSTRUCTION INDSCATED ON THIS SHEET IS DART OF ALTERNATE #4 REF. SPECIFICATIONS. , , - • . • 1 41 , , ••, N 40":SEMr :( 1111iiilli T M11111111111fil i filli 11111 • 1: • : . ,-.; _ : 1..: ::: : :1 :i i : l ' ' ,..'.:. -: ' '.; '"',., . . - '' '''.. • i .:,.-':.:::-...::,.. t . 1.. ,:41,55.4 :5e • ..,....: G t t 1 4 ...... .:•'::::),:;;;:;:, • --.- . -., . . ):,...f.i. , ........ i. „: : :: • ' .. ......,,, 3 CAP it auv, L :I L C Y: t 28': O'` 4 �t" 6 STRAP PROVIOt,4v • 1 1. 2 A a ®ziAC (8 C04. LacAYlOMS P)EPL.AGE EXIST. 4•14. w BM. w/ NEW 313s OL.IJLA/s4 SHIP +fix /s r coA/I~1, sAboi ES , REM,. oral. FI.IT A . �v.: ,00Lo' [ ijor/FY r-N PrAIoR 1'Q co/l5 rR Ll c rro .1 1r FI rLO Co/JO/T1o4s PREvCiJr To/4ER. PLAcEME> .IT /11 TWE LGc.Arl©45 5HokI I.(ryP,) ,ELEV. 135 0" Nr LDOP404,o rip 6014 Ts 12 SrIt4ps(> EY 2- S/MPSoN T512 SCRAPS W /10 NAILS £4. • a 2 s G O /Als, diA A $ e 2. Oa $''IMP$c�14 LSU 20 HA MgA �$ . ELEV. 14.7 SCALE: I/orE. PF3ov /DE 1.1040 aLocK $ET PUALINs AbJAcENT' To GLULAM AT cot. ANCHORAGE LoCAr/ONS AS, R FWD For bECK Cox/4. EXIST, PUIRL.I/J 1,1 1 AEMMVii aver. Pre As R!4) T'4 Accommo,D4 rE rowel; / TG, Ittd titgag _ , i s .. . HUNT $ J N* I r, Oft M. a f ftA.. 1r lWN►'". Mkfs'tiE !0 LXl., Tg. 1"Of 014) sfr11<, Pi 4 ) ..0 460 AT 45081 Ge; � I I I l t I I 1 1 I II iIIIIIII 1 11 1 2 1 1 I III .. I 11 . i [ IJIjI l I 1 3 II 1111 I' I IIrII 4 1 ' I' .5 IIII 61" 9 ;,9 Illl�il�l Illl�(�0 No.18 " i Ifri rifiIMi ffoIr i ii'i . 'N FOOTING SCHEDULE KEY WIDTH DEPTH THK REINFORCEMENT A B 3' -6" 4' -0" 3' -6" 1' -O" 3 - #5 EA. WAY 4' -O° 1' -0" 4 - #5 EA. WAY C 0 6' -6" 2' -O" 6' -6" 2' -O" i' -A" 1' -•0" 6 - #6 EA. WAY 3 - #5 EA. WAY E F AF 450,81 7/8'0x11° BOLTS 2'-8° 0. C. SECT. 4 . 1 7/8 °0 BOLTS @ 1'--0" ° ' 2 . SECT. 4A --� 51111°50N 5A9 STRAPS 51P1 P501.-1 -- L5U24 HAI.J ER ELEV. - 112 6 - 0" /Od NA /LS @8 / O.C. STAGGEREO 4x6 CONT. / BTWN. PURLINS /2. '/2. 130 L 7 - 1 ---� 0 0 0 Yz. _ __11 FTG. 8° CMU (oi 5/S4 NOTES: 1. FIELD VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION. 2. ADJUST BEAM ELEVATIONS AS REQUIRED SO ROOF DECK WILL ALIGN WITH DECK SURFACE OF EXISTING BUILDING. 3. NEW PARAPET SHOULD ALIGN AND MATCH EXISTING PARAPET. w 3/S4 .mss I - EXISTING-- FOOTING to e1 m 3" 2i' -5 1/4" I!7 21' -2 1/4" 1n C!3 (O C0 21' -5 1/4' -8" CMU WALL (BELOW) 6x 16 D +/ 6x 14 1A /S5 TYP. 21' -2 1/4" EXISTING-. FOOTING 1 i ��.� -s tir C. J. (TYP. ) � ■ W < >- • CZ I- r - - `� Vr •• 1k 2 20' -7° 6x16 6x16 6x14 20' -7" 2x6 JSTS. @ 24" 0. C. (TYP. ) 6x 16 R m ± N 4 CO 6x 16 6x16 J m m m x 6x16 6x 16 20' -7° 1 J I a + ./ JK - J �� (0/ ± in FIN. FLR. ELEV. s iOO' -O" 5 1/2" SLAB -ON -GRADE REINF. w/ 6x6 -W1. 4xWl. 4 W. W. M. ON 6 MIL. VAPOR BARRIER OVER 4° CRUSHED ROCK OR 6' GRANULAR FILL 90' -4° FOUNDATION PLAN ADDITION 11 B" SCALE:1 /8 " -1' -0" VOID U, co m 7' - 0" PLUMBING LEAVE OUT J _1 CD m X v fel v, 4x16 1 O . CO .1 92' -6" 106' -4° ROOF FRAMING PLAN - ADDITION SCALE: 1 /8 "si' -0' 101' -4° EXISTING BLDG. 20' -7° 101' -4° II II /Z(//2/////' C T 106' -4" 20' -7° 6x16 6x14 20' -7" ti OF EXIST. BLDG. hi ` ENLARGE EXIST. ,5 f FIG. 1' -0' (TYP. REMOVE EXIST. ROOF OVERHANG 5/8° CDX PLYWOOD w/ EXTERIOR GLUE (TYP.).-- 6)6 6 1A /S5 4x16 TYP. NORTH - EXISTING FOOTING Cu U, /4// _ _ ./_.1 NORTH 20' -7° s .. - -- C. J. (TYP. )1 6x16 6)( 16 6x14 4x16 r - - 1 - -/ � 1 - -If _ 11 1 i _l 20' -7° 20' -7° 6x16 6x 16 1 4 EXISTING FOOTING 6x16 6x74 / 4x16 / 6' -11. 3/41 10' -11" 11' -0" • 18' -1 3/4° 6X16 8° CMU WALL (BELOW) 6x16 VOID a" x 5' -O" /7///// / % / i / f / .// / / / it / // // /// / f //// // / / / ; / / / / / / _..a �� e' _� _i._� __i..- .r___ �- •--.�__..i - -_t._. t__t_ ._t_,t._ / -! !u ;.0 L_ .G.._ / /._.! / ! ` / L.1 _..f ,r! ! � -! / / 4x16 4x i6 4x16 .� 4x16 t 4 1A /S5 9A /S4 TYP. TYP. . 1 .1 0 .1 0 1 .1 .1 4A /S5 OPP. s O O a X w 12A/S4 6 3/4' v m to i iiii���l�i7�miloo 1 m 0 m a '1 m .1 0 I C I 11 m IE 1/4"x12 STL. - SADDLE w/ 3 -3/4 "0 BOLTS SECT. 1A ONLY I1I1 I111I1111 1. 1 I1 111111 I1 I 111 1 111111 1 11 I 1 I11(1 1) 11111111 I I 4 11111l 11111i1I 5 111�1I1ll11111 I 2 6J No.18 h 161 i i iiii j I ii iiIiTi l iii 0 0 0 L4x4x1/4 (TYP. ) -- SECT. IA 1" EXP. JT. END BLOCKING -- i2d TOE NAIL -- @ 6° 0. C. STAGGERED REF. 1 /S5 FACE OF -------- EXIST. BLDG. REF. 10 /S4 6 3 /4x36 GLULAM 1 /4'x4' x0' -6° SECT. 1A REF. 1 /S5 - DOUBLE BLOCKING -2x6 JSTS. @ 24° O.C. BETWEEN JSTS. / ANCHOR w/ SIMPSON H I CONN. IE 0 0 0 -.7 Y t - • _ 0 1 Jr 9. REF. 10/S4 -f 4x16 l ELEV. - 112' -0' - -iE 1/4 "x4'x0' -6' SECT. 1A STL. COL. WOOD PURLIN GLULAM BEAM 4 - #5 VERT. \ 5/8" CDX PLYWOOD \- SIMPSON HWD416 OR 616 BEAM HANGER - -REF. 10 /S4 GLULAM GIRDER STL. CONN. STRAPS REF. 1/S5 _ - ■ - - --- SIMPSON L50 CONN. ANGLE EA. SIDE GLULAM GIRDER SIMPSON HSA50 STRAP CONN. w/6 -3/4'0 BOLTS r:00 SIMPSON L50 CONN. ANGLE EA. SIDE 4x6 BEAM SIMPSON HUC46 - BEAM HANGER 2x4 VERT. @ 16' 0.C. 4 -12d NAILS --__ 2x 4 CONT. --�: - -4x16 BEAM --- -SIMPSON HUC416 BEAM HANGER �x4 VERT. @ 16" 0.C. -•- -REF. 4/S5 - 2x4 CONT. 6x16 PURLIN GLULAM BM. REF. PLAN REF. 8/S4- ■ 2x 4 DIAG. -3 BRACE @ 32° 0. C. REF. 2/S5 2 - #5 VERT. --- END CELL EXIST. FTG. 5/8" PLYWOOD DECK - FACE OFEXIST. ---- BLDG. n • - '1, EXIST. COL. --f ' H EXIST. CONC. -- T PANEL SCALE :3 /4' -1' -0° C GL ULAM GIRD RE F. P T 1?I ---1 I LA,--4 �.� 3 - #5 VERT, 9" A I L DRILL & EPDXY #6 DOWELS xi' -i0" @ 12 0.C. STAGGERED (i -0" MIN. PENETR.) -4x6 LEDGER REF. 4/S5 - 8° CMU WALL REF. 6 /S5 FOR REINF. /'°R 3 /8'x6'xi' -O" SADDLE w/ 3 -3/4 "0 BOLTS NEW STEEL COL. fl WELD 3- #6x2' -6" TO BAG. IE 1' -0 4- 3/4'0x8' CONC. ANCHORS 2- 2x6 DIAG.e(A. PURLIN '3x8 CON). w/1/2 °0 BOLTS @ 2'-8° 0. C. • 2-#5 ONT CITY OF TUKWiLA APPROVED .0,147,01N , ON, -1 i �-` a � A e$/0;a91 )IaP J <, 3i igo H & J No.: 90003 HUNT & JOINER. INC. CONSULTING ENGINEERS 431C .v 'E';'aA ( -r q_ °c4;v ,,,,TE ?05 uALL�S 'E*&S ' -4137 drawn T.S.D. cr) V./ V°! .4 c=c" E c)-4 r y i ) ( J 1.0) 1.7) tot Pa O project no revisions , - 4-W 3 qo sheet S5 of date 5 -8 -90 NOTES: 1. FIELD VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION. ADJUST BEAM ELEVATIONS AS REGUIREO ;SO 'ROOF,, DECK ' WILL ALIGN WITH DECK SURFACE OF EXISTING !BUILDING. 3. NEW "PARAPET ' SHCULO ALIGN AND ° MATCH " EXISTING PARAPET. . , • /0 •0 , ,� <ox /6:. .71( I t d7.11 Y 3, 31V SC. 103" - 11_0" 6X 1 T r'r 622 / t 6.x. EXISTING ,y- kx15rA FT(-. F 114 Ft. el v. 2 I ( 0 0 % 2 " SLAB- OH-GRADE RE14F. Al/ 6w - L4 , xLJ 1.4W.W.M.014 6 MIL. VAPOf3 81 OVER 4 C13LISHED RocKOR 6 ° GRAII1.IL4$ FILL ADDITION • A! ✓* 4x 16 (BE I, ) r p l t�r t�r r, ply r � � I r�r r`�r ipirrt EXISTING BLDG. rilly II, 11 r tt, rIrL r�r(r1 5 : NoJ8.• e....-14 4300 N CENTRAL EXPRESS VT: , Su1TE 706 DALLAS. YtkAS >S70 (314r (714r !:3•4197 �� }]•�e37 drawn revisions sheet date 5-8-90 11111113 - Ar 45081 NOTES: i. FIELD VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION. 2. ADJUST BEAM 'ELEVATIONS AS REQUIRED "SO ROOF DECK WILL ALIGN WITFF DECK SURFACE OF EXISTING BUILDING. 3. NEW PARAPET SHOULD ALIGN AND MATCH EXISTING PARAPET. EXI6711.16 Co X la, x 0.'11/8" .)121 L SC 1/8" = 1'-0" 2 G eg /2 0.C. I cox tzat*I.I0o exz b? eRio Cr re,) 1 to)Oco / X I da' . 8:4y. 7,1e) 3 cji 5/15LAS - cztliA151 A al P - /.41 x 1.4 W. 1.4.1.14.014 MIL. VA PoA 8AR OYER 4 ,c A1.1.5HED Racti oFi G FILL 6 X14 /116, /4/5 6 WIDTH 'DEPTH :5. 3 -V 3 ' -6". 4'-0" 4-0' 6 -6° 6'-6" 1 1 '11(11 111 11 1111 11 1 1 ' 1 1 111 11 I11" 1 1 1t 1 I 1 1 11 1 11111 h1 . 41- 1 51' 6to No.18 #5 VERT. @ 32" 0.'C FILL CELL W/ 2000 PSI GROUT.. (TYP. 1 '05 'DOWELS @ '32" 0. C. EXTEND TO ' -0" ABOVE FIN. FLR. , GROUT CMU SOLID TO FIN. FLR. CONT. SCALE: 3/4" 3-#5 EA. WAY 4-05" EA. WAY REF. 2/S4 9 6A. HORIZ. JT. @ 16" O. C. (TYP. ) #3 3 ' -0" 0.• C. 2-#4 CONT. 1" GROUT " SCALE' 3/4"" PROVIDE HORIZ. BONI) #4 DOWELS (TYP. ) DOORWAYS BEAM @I 4 -0" O.' C. 12"0.C. 2-#5 CONT.— TOP & ,BOT. W/ ;#3 TIES SCALE: 3/4"= REF. 'SCHED. SCALE: 3/4"=-1 '0" COL. I& FTG. I \- 2-#5 CONT. & EPDXY '1,6 DOWELS x 1 •-10", @ 12"0. C. STAGGERED (1 '=0" MIN. PENETR. ) --- EXISTING CMU WALL ---- 1" EXP. JT. MAT 'L. 4xWi. 4 W. W. M. (TYP. I 7 -- FIN. FLOOR TO MATCH EXISTING CONC. FLATWORK 'NOTE: EXTEND REINF. CONT. 4 THROUGH FOOTINGS AND 2 INTO CMU ,WALLS -STL. ' COL. REF. PLAN REF. 2/55. 1 - 4° CRUSHED ROCK OR 6" GRANULAR FILL OVER SELECT FILL. ,(P. I. 4 T012) PLACED IN 8" LIFTS & COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. (TYP. -1" EXP. JT. MAT 'L. - NEW -STEEL COL. -#3 TIES @ 6"0. C. - FIN. FLOOR TO MATCH EXIST DRILL &Y EPDXY 4"#6 DOWELS ..INTD: EXIST. FTG ( i0 MIN. PENETR. 1 -4"3/4 • CONC. ANCHORS HUNT & jOINER,ANC. ONSUL TING N 4, (NIERS . . . . .. . . 4300 N . DIENTSAL SXPOEsswAy;sttite :of DALLAS. TEXAS 25200 (214) $23•41117 (214) 8234037 11111M16111111 I l I 4 T . ' T id it: 11111 * i ,.., Miff 6 ifil u , •. ■■ . , - 7,., itilimiginirlilrliiiit'irgw) 1 11111113 - Ar 45081 NOTES: i. FIELD VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION. 2. ADJUST BEAM 'ELEVATIONS AS REQUIRED "SO ROOF DECK WILL ALIGN WITFF DECK SURFACE OF EXISTING BUILDING. 3. NEW PARAPET SHOULD ALIGN AND MATCH EXISTING PARAPET. EXI6711.16 Co X la, x 0.'11/8" .)121 L SC 1/8" = 1'-0" 2 G eg /2 0.C. I cox tzat*I.I0o exz b? eRio Cr re,) 1 to)Oco / X I da' . 8:4y. 7,1e) 3 cji 5/15LAS - cztliA151 A al P - /.41 x 1.4 W. 1.4.1.14.014 MIL. VA PoA 8AR OYER 4 ,c A1.1.5HED Racti oFi G FILL 6 X14 /116, /4/5 6 WIDTH 'DEPTH :5. 3 -V 3 ' -6". 4'-0" 4-0' 6 -6° 6'-6" 1 1 '11(11 111 11 1111 11 1 1 ' 1 1 111 11 I11" 1 1 1t 1 I 1 1 11 1 11111 h1 . 41- 1 51' 6to No.18 #5 VERT. @ 32" 0.'C FILL CELL W/ 2000 PSI GROUT.. (TYP. 1 '05 'DOWELS @ '32" 0. C. EXTEND TO ' -0" ABOVE FIN. FLR. , GROUT CMU SOLID TO FIN. FLR. CONT. SCALE: 3/4" 3-#5 EA. WAY 4-05" EA. WAY REF. 2/S4 9 6A. HORIZ. JT. @ 16" O. C. (TYP. ) #3 3 ' -0" 0.• C. 2-#4 CONT. 1" GROUT " SCALE' 3/4"" PROVIDE HORIZ. BONI) #4 DOWELS (TYP. ) DOORWAYS BEAM @I 4 -0" O.' C. 12"0.C. 2-#5 CONT.— TOP & ,BOT. W/ ;#3 TIES SCALE: 3/4"= REF. 'SCHED. SCALE: 3/4"=-1 '0" COL. I& FTG. I \- 2-#5 CONT. & EPDXY '1,6 DOWELS x 1 •-10", @ 12"0. C. STAGGERED (1 '=0" MIN. PENETR. ) --- EXISTING CMU WALL ---- 1" EXP. JT. MAT 'L. 4xWi. 4 W. W. M. (TYP. I 7 -- FIN. FLOOR TO MATCH EXISTING CONC. FLATWORK 'NOTE: EXTEND REINF. CONT. 4 THROUGH FOOTINGS AND 2 INTO CMU ,WALLS -STL. ' COL. REF. PLAN REF. 2/55. 1 - 4° CRUSHED ROCK OR 6" GRANULAR FILL OVER SELECT FILL. ,(P. I. 4 T012) PLACED IN 8" LIFTS & COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. (TYP. -1" EXP. JT. MAT 'L. - NEW -STEEL COL. -#3 TIES @ 6"0. C. - FIN. FLOOR TO MATCH EXIST DRILL &Y EPDXY 4"#6 DOWELS ..INTD: EXIST. FTG ( i0 MIN. PENETR. 1 -4"3/4 • CONC. ANCHORS HUNT & jOINER,ANC. ONSUL TING N 4, (NIERS . . . . .. . . 4300 N . DIENTSAL SXPOEsswAy;sttite :of DALLAS. TEXAS 25200 (214) $23•41117 (214) 8234037 C. M. U. LINTEL SCHEDULE I SPAN LENGTH NOMINAL WIDTH NO. OF GROUTED COURSES REINF. 3' -O" to 4'-0' 6" 1 2 -#4 L 3 ' -o" to 4 - 0 " 8" 1 2 - #4 4' -0" to 7' -0" 6" 2 2 - 04 4' -0" to 7' -O" 8 2 2 - #4 V-0 -0" to 10°-6" 8" .. -.-.. 2 2 -05 1O' -6" to 14' -0" 8" 3 2 -05 BASE PLATE SCHEDULE COL SIZE , a " " b PLATE THK MI El 7 " 7 " TS6x6 9" 9" TS6x4 7" IIIIIIIIIIIIII • AF 45081 FOOTING BELGW I 1 1/2" e " 4 -1 1/16 6 0 HOLES FOR 4 -3/4 6 0 ANCHOR BOLTS (TYP. U. 0. N. ) 7 ` --STL. COL. / REF. PLAN _4-1 1/2" STL. COL. REF. PLAN --" fONNTTROL JOINT —f-- 1/2" EXP. JOINT MAT' L. —4 #4 x 5' -0" TYP. @ ALL SLAB OPENINGS TYP. DIAMOND POUR DTL SCALE: 3/4 " »1'-0" (U. 0. N. ) TYPICAL BASE PLATE DETAIL r00 r /NCI 1 REF, 5/ f'oA A 01N1 0 , #8 P 6 A ,I CD /J E 0 4 C , #"'0 0 T' //../G GENERAL NOTES Building Code: City of Tukwila ( u BC 1988 Design Live Loads: Roofs 25 psf Wind Load. ( 80MPWE/<POURc 20 psf Seismic: Zone 3 Foundations_ Fl These foundations have been designed using an assumed allowable soil bear- ing value of 2,000 psf for spreak' footings /grade beams. Verify soil bear- ing capacity with geotechnical engineer prior to footing construction. P2 All footing excavations shall be inspected by a geotechnical prior to con - crete placement. F3 All footings shall be located 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 liquid 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 locations may not be altered with- out approval by the engineer. Concrete: Cl Concrete work shall be executed in strict accordar1r:e with the latest American Concrete Institute Building Code (ACI 318 -83). C2 Concrete specifications shall be as follows: 28 Day S trencath Aggregate Slum 3,000 psi H.R. 3 "_ 5" Portland cement shall conform to ASTM C-150. Aggregate shall conform to ASTM C -33 (H.R.). C2.a Provide Special Inspection For Concrete As Per Section 306 ( a ) Of 1988 UBC Structural Steel: 20 BAR 0 � 1' -6" MIN BEAM 20 BAR 0 1' -6" MIN. Reinforcement: R1 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 placed in accordance with the latest ACI Detailing Manual and CRSI Manual of Standard Practice. R4 Corner reinforcing bars shall be used at all corners And intersections. See typical detail. 1111•11.1111111■ WNW WOOD JETS. (BELOW) Fla , l~ a - NE Pro NOTE: CORNER BARS TO BE SAME SIZE AS LARGEST HORIZONTAL BEAM BAR, TYPICAL CORNER BAR DETAIL i Y 10d NAILS @6 0.C. AROUND. PERIM. OF PLYWOOD SHEETS (TYP.) O " • • See architectural . � C3 and mechanical r v lens for erificati n of all d r p o ep es - sions, 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 s all be provided where shown on the Drawings or so that the total area eri„c, osed 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 recommendations of the Nielson Stud Welding Division, Lorain, Ohio. Shear connectors shall be manufactured of C -1015, C- 1017, or C -1020 cold drawn steel conforming to ASTM specification A- 108 -53T. C7 Concrete anchors shall be Red Head Self - Drilling Concrete Anchors or Red Head Flush c '` Con .re to nc A hors as :manufactured by the Phillips 1 i Drill y ps , ri 1 1 Company, Inc., of Michigan City, Indiana, or approved equal. R5 Splices ih 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 Practi&es 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 x 4 diagonal bar at all re- entrant corners. See foundation plans. Si All structural steel shall be A -36, except tube columns which shall be ASTM A -500, Grade Band steel pipe columns which shall be ASTM *A-53, Grade B. S2 Structural steel shall be detailed, fabricated, and erected in accordance with A.I.S.C. specifications. and (SP -66) , 30 BAR 0 2' -0" MIN. Y; 3Od NAILS @ 12" 0. C. ALONG INTERM. SUPPORTS I i • ►� AREA ; Q DAT= toN P ea cc a m 0 m z z 0 4" TYP. ROOF DIAPHRAGM NAILING PATTERN NEW a Ti8( Coh —7'h— . _ .3 " 4 u4 ' 0 & $XP, aokr r ► L. /X/57 P 0 WOOD PURL!N (BELOW) `L7f,ILi. 4 E'PoxY ° 4 , 3 /4 °AAIC.. oLY \ I•JEL5 '• 2‘de 12 (l2 "H/N, PONE rA(A rlt .d ) TiIP #9 5 ' r / J f,! 1 A i 0%, SECOND POUR TYP: SLAB — REINF. TYP. SLAB REINF. Z JOINT''' TYP. CONSTRUCTION JOI FIFIST -.. POUR Q. CONSTRUCTION JOINT TYP. CONTROL JOINT ® , ' cr1 _5 ss s #3 BARS x2' -6" @ 18 O.C. SAW CUT 1/4" x SLAB THICKNESS (MIN.) REF. PLAN FOR LOCATIONS Clef x /6 i,x /6 r (I ir l rlr i l l� I1 1 C 1I1 I rIl l lll l r ^ �I � II I rl1 f Il ,L r �I-'� r ( rll l lirll 4 lt ir l rlr ' I .r I �� lf � il l . . i 61r „ NO.18 e,..,,r.,. c... l i 8 L 9 9 16 c Z w� i 1- Figi4w4w6i446 - Aiudluikrilufmlwirowiduikiiili'ij ildi ri!il (!-iiiJi� i !!ii� m t,. K/6 . 4 a.xic Plywood Decking: Roof u5 / P1 Roof decking shall be 6/ 8" thick C -0 plywood with exterior glue and shall be manufactured In accordance with the specifica- tians of the American Plywood Association. P2 Plywood sheets shall be nailed to supports with 10d nails at 6" centers along the perimeter and 10d nails at 12" centers on the interior of the sheet. Ref. typical pier nailing detail. Masonry: M1 All concrete block .shall be ASTM C -90, Grade N -1, with a minimum compressive strength of 1,750 psi, average net area. S3 All shop and field welding shall be executed in accordance with the latest edition of the American Melding Society specifications. All Welders Shall Be Certified By WABO1 conne_c!ions on the drawings. S4 Shop connections shall be welded unless noted otherwise. Field S5 All erection bolts shall be ASTM A-307. All permanent Dolts 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. a x / 6 G; x ICo c; n / Ga N fo' /4 X 24 G u L A M .---1417 u 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 Framing: W1 All beams, purlins and ledgers shall be kiln dried #2 grade Douglas Fir with an allowable bending stress of 1,250 psi minimum. ' All other framing may be #3 grade lumber. W2 All glued laminated wood beams shall be manufactured in accordance with the latest A.I.T.C, specifications, and shall have a minimum allowable bending stress of 2,400 psi and a minimum Modulus of Elasticity of 1,800,000 psi. W3 Posts and /or columns shall have an allowable compressive stress parallel to grain of 900 psi (min.). W4 All prefabricated connection hardware shall be manufactured by the Simpson Company or approved equal unless detailed otherwise. The type hanger used and its installation shall be as recommended by the manufacturer for the size member and applied load supported. 1/2" CLR. REF. CHED. / j / 9 GA. HORIZ. JT. REINF. @ 8" 0. C. REF.oSCHED. FOR T NO. OF GROUTED CELLS STD. LINTEL BLOCK REF. REINF. FOR nccIN . " N 1 sr Gy lEICAL LINTEL DETAIL IS SCHEDULE 4 x /G. !ma /6 —J— >, t C:: ' 1 J y - V k h C o • "Y 4-x /G, x, :yl GX 14o ,\ bi _ _ fi 7/ /' xia .< /6 x16 G x 6x, !a VOID M2 All mortar for unit masonry shall be ASTM C -270, Type S, with a shouldlnco8rrespondmtoethevrequiementsfof, psi. w grout with 28-day P strength a rnini- mum 28-day comp ressive strength of 2,000 psi. Portland cement (ASTM C -150) shall be used in all mortars and grout instead of masonry cement. M3 All concrete masonry tested in accordance with ASTM E-447 shall have a minimum 28 -day compressive strength of 1,500 psi. M4 All head and bed joints shall be completely filled with mortar. All reinforcement shall be completely surrounded by mortar or grout, and shall have a minimum mortar covering of'5 /8" from the exterior face. M5 All vertical cells, bond beams, and lintels containing reinforcing bars shall be completely filled with grout. Masonry walls shall r have cured to o a sufficient strength, ength, or•, shall be adequately braced and shored, to resist the lateral pressure of the grout during placement. Shore all horizontal masonry beams and lintels for 28 days after grouting or Until the masonry reaches a compressive strength of 1,50 psi prior to removing the shores and braes. M6 A continuous bond bean shall be placed at 4' on center and as the top course of all concrete masonry walls unless otherwise detailed. The bond oeamc shall be reinforced with 2 - #5. Vertical wall reinforcement shall s 1 penetrate 6" minimum into the bond beams. M7 Place .2 - #5 vertical bars at all masonry wall intersections and corners, and at the ends of all masonry walls. M8 Ref. lintel schedule for typical masonry lintel reinforcement. Extend • reinforcement 2'-0" min, beyond each end of lintel. M9 All horizontal joint reinforcement shall be fabricated of galva- nized double 9 gage wire as required conforming to ASTM A -82. Lap all horizontal joint reinforcement 6" minimum. M10 Provide m all lateral duringhconsg for all masonry walls to temporary bracing constructiOn until the masonry has been properly anchored to the building structure and has reached a minimum compressive strength of 1,500 psi. K/G G x /6 G x /6 6x /Co '.9 6 / o x /4. fc r / C, Cc x ROOF rit Amj (,+ , LA/4 -A .col a (,4L1 efiN/4 / E Jo u: ' 1, rf•P, . fir- 6 Fo R , ll�T�::, C?l1'i t�' :3tC��l; , f.") V" .�, ..t, :� rya, .l4 4 t/5/4 Co L 5, r3 GxGx 1 2 A L1. 1.1 €:J F; t1 5 rYPF, ' CiTY OF TUKWILA APPROVED MAY 199 BLILDIN DIV'l4lnnt .� • r{ d I it0/0 H & J No. : 90003 HUNT & JOINER. INC. CONSULTING ENGINEERS :vil V. CEVIAAL EYPPESSWA1. Si-1TE 206 DALLAS. TEXAS 214 -823 -499' N t NC CC O z �r O oc W H G Z � J E o � a o cl..) 2 � L C � ® a ,t (Jr) ,t rq r 1 cf) J drawn T.S.D. project ' no revisions A; 3.3.90 ADM NOWA # i i' 4 -4- -90 , 5- ; - sheet S6 of • date 5 -8 -90 iiIiii �fIdPttgllllf 111111 E m ::; ,._ 1 . .=_. IiiICIIIliiiIIiiIiIiiiiililillliii(liO�Illlllllillili .: NOTE. T.YPI C A 3 ". TELE. CowouiT . ABOVE Ctiit.ING'' , EXISTING ' BEST BLDG, ELEC. DISTR. CEVIER: Ex - =_`:r LE.:3 &R ►J�C CoNDJIr ABOVE CEILING :".EMr NEW :RETAIL BLDG A EXISTING SILO cXISTING - POWE;R; V CO. . PAD. MOUNTED' TRANiFORMER 277/480 v. 30,4-W. REMOVE : EXlSTINC :' U.e.. MARY ° NEW UNDERGROUND , SECONDARY ELEC. SagvicE PTO. BL ; B' ELEC. DISTR. CENTER EOC -B INSTALL ` MEW iimogfAilitOuko ELEC., PRIMARY. ° SERVICE _ ACCOtzo,', TO POWER CO. ReOlIIRt mENTS 2 -.4. "" PVC - CONCRE.T& ILNICASEp .. NEW 11NGERGROUND SECONDARY ELEG ':' ' , SERVICE 'f0 ' :` POWER . CA PAP MOUNTED TRAN3FORYIER. Co -J001'RM% WI U pohtER s , 0 ttE,VI TN6'. EXIw'riWG `tRAIJSFORMER fi AO 'New' S6.RVICE ' COIJCUITT. " REviSls P AS RS. ' ft#aUiREa COMBINE` - L1QH1 4G: a :' ',� iRCU I V U. -2 A IQ V 4 ' UHerEGiROUNr2 ` COHOu r LAP40100;06 ; 1 I /ZA C-4'> 8,•l I (4:: ; f i) 4 � X 47. 4:60v X iW CAWOPY FOR . iN 6101 - >" _APNG • Tt$6 ' Er'I P_TY . ; '4" .• EM 1 ' � I : `A�IrSR�r .. If;r4V1 R R c Ni•OOu ,t • 'YPE .IaALL HE 'A' s'Ix -r(I . . ,td64E V INCAKI�7f = sC NT r l ilt!ii t# "1'� : Ia 'ILIA 't "41t.AP'ft j 'Ar • i.00 I i 44 E IP rAL 't 2 t : I T�.::,LOw �I�I 1 ��:�.�5 N• 41 + fro EXISTING 'SILO' BLDG WASHI IJ `f HE . CI1Y 'CUIC(04ILA 0AiiiINGit;4 -t QU *E6... 1'HE TENAht r TO :.S1i6MIT VERIFIGAT'foN O COI MAANCit: ',14'• THE WASHING 6 'A1 ENfiRG ' C00L..COMPt.E'f€c; I~©RM15. LL . 4U6 MI11W A'I'rt lonoN cc, oster:ott4taiplo,. RETAIL BLDGS SITE .REMOVE" EXISTNG, 'ELEC 'RICAI. IN OEMOL(TIO J .: 00 tt13TING OVERHANG lirli11111111g11111111 5 No.18 e` r °M ,`'^ i2 ELECTRICAL SYMBOLS SYMBOLS : DESCRIPTION O CEILING LIGHTING FIXTURE . 10 • WALL'' MOUNTED LIGHTING FIXTURE I 1 ' FLJORESCEN1 LTG. FIXTURE OF TYPE INDICATED 02Z2MI • FIXTURE ON NIGHT LTG. OR EMERGENCY CIRCUIT 6 EXIT LIGHT . �. '00.0 • : TRACK WITH LIGHT FIXTURES • BATTERY PAFK ' LIGHT • EMERGENCY LIGHT FIXTURE FURNISHED BY OTHERS d. WALL WASHER DOWNLICHT 1 0 JUNCTION BOX ` DUPLEX RECEPTACLE . ' DUPLEX RECEPTACLE ABOVE 'COUNTER & BACKSPLASH • •• : 'E DUPLEX RECErTACLE .. ISOLATED GROUND RECEPTACLE O • DUPLEX RECEPTACLE IN FLOOR j 19. SIMPLEX RECEPTACLE i® SPECIAL PURPOSE OUTLET .. ES SOLENOID - Ffl DATA OUTLET IN WALL DATA OUTLET IN FLOOR • TELEPHONE OUTLET IN WALL . 0 : TELEPHONE OUTLET IN FLOOR -.- . ---- -: .CONDUIT HOMERUN' TO PANEL INDICATED ' 0. ELECTRICAL. CONNECTION TO EQUIPMENT INDICATED latirsia• MUL31OUTLET ASSEMBLY t TELEPHONE BACKBOARD OR CABINET . . PANEL 'OR SWITCHBOARD - 250V. OR BELOW • i' PANEL OR SWITCHBOARD, - 460V. OR 600V. ' 4I1 .DRY' TYPE TRANSFORIAER .. . allEMIMI SINGLE POLE SWITCH MMI . TWO POLE SWITCH • MIS= THREE -WAY SWITCH . • 4 FOUR-WAY SWITCH . • • $p SINGLE POLE. SWI CH & PILOT • 4 A . SINGLE THROW THERMAL SWITC4 0 WALL DIMMER SWITCH . . KEY OPERATED SWITCH VOLUME CONTROL SNITCH ® MACNFTTC MOTOR STARTER D DISCONNECT SWITCH @ COMBINATION MOTOR STARTER 8C DISCONNECT SWITCH 1AOTOR . Ei T.V. OUTLET. . ®IO, SPEAKER 'OUTLET IN WALL OR FLOOR . . 0 0 ' • MICROPHONE JACK IN WALL OR FLOOR C9 CLOCK '.. K7 CLO( :K HANGER OUTLET • .. O ' FIRE ALARM . MANUAL PULL STATION FIRE ALARM BELL' In AUDIO - VISUAL FIRE ALARM SMOKE DETECTOR . 0. DUCT. SMOKE DETECTOR ., - -- . . • • HEAT DETECTOR • . Ell BELL Dec HORN O BUZZER . M PUSHBUTTON ii - I NTRUSION SYSTEM DETECTOR ADM SECURITY SYSTEM DOOR MONITOR ' Oa REFER TO NOTE iii - REFER TO KITCHEN PANEL SCHEDULE ITEM 35 lanai REFER` TO DETAIL - 2 ON SHE T E4 - OCO DUPLEX CONVENIENCE OUTLET SC. SIMPLEX CON NIENCE OUTLET A ' ABOVE FINISHE' FLOOR. . OFI GROUND FAULT NTERRUPTO WP WEATHERPROOF _ BTC BRANCH TO CONNECTION ON EQUIPM "f BTF B' ANSH. TO FIXTURE, PROVIDE AND • INSTALL RECEPTACL DFA • DOWN FRO ABOVE SU S .,I UP ABOVE LASHED FLOOR •. , H` HORSE POWER " KW - KILOWATTS XEs _ KITCHEN EQUIPMENT SUPPLIER ' PANEL 'LL' INTEGRATED EQUIPMENT 1 ' RATING I.C. • 120/208 VOLTS 3 PHASE 4 WIRE 60 AMPS MAIN CKT. BKR. . . . FEEDER TRIP • KVA MI N FEEDER iii SERVES - OA OB El CIO pfC CANOPY LTS. VAtit ilOrga 0 - ������ Ali E'3• t• , ANO L S. ` ANIPY [►2 - i : 0 f. eJ 20 -1 � ma ini Mill 2 8 , 10G CANOPY LTS, " . z ,. 20- i ®n 6 � PAP. , ` .. ..0-- M. �� ®� � en ' PARE SPACE • . , LANDLORDS PANEL LL 120 /208V. 30,4 W. r'; P s 1 V al 0 w'. ".'4 lc TYPICAL SERVICE CONDUIT TO BE INSTALLED BY TENANT ---- TENANT METER TYPICAL MAIN DISC. SWITCH BY I I L TENANT(TYP.V • J T r JL 8 "X8 "X8' -0" WIREWAY o TERMINATION ENCLOSURE 400 AMP BUS • 30 & NEUTRAL ' WP ENCLOSURE P1 P j L J PROVIDED BY CONTRACTOR J 1 -4 "C. WITH 4 # 350 MCM CU. & 1-4" SPARE CONDUIT ELECTRICAL DISTRIBUTION CENTER EDC -B ta • EXISTING POWER CO. PAD MOUNT TRANSFORMER • TERMINATION ENCLOSURE 400 AMP BUS 30 & NEUTRAL WP ENCLOSURE 1- 3 "C.WITH 4 #250 MCM CU. & 1-3" SPARE CONDUIT 277/480V. 30,4W. REFER TO SPECIFICATIONS ( 11 I1111111II "IIIIIIIIII III11111IIII, 11IIIII111114 1111111 1 1111111111111 11 I No.18 eil`""1',.7 Fri ii T G 8 i 9 g I E Z Wei • IIIIIIIII IIIIIIIII 1111111II IIIIIIIII IIII IiIi I IIIIIIII IIIIIIIII IIII 1111 ILIAIIII IIIIIIIII IIIIIIIII IIIIIIIII ■ I TYPICAL SERVICE CONDUIT TO BE INSTALLED BY TENANT 8 "X8 "X8' -0" WIREWAY r" PI JL \--- PROVIDED BY CONTRACTOR ELECTRICAL DISTRIBUTION CENTER FDC -A N.T.S. PANEL LL NOTE: WIRE FOR PHOTOCELL ON AND TIMER OFF A L PHOTOCELL ON ROOF ', SPARE, SPARE TIMER LL -1 LL- 3 LL-2 LL -4 - -- CONTACTOR ELEC. HELD 20 AMP CONTACTS NEMA 3R- WEATHERPROOF 120 VAC PHOTOCELL 'TRANSFORMER WEATHERPROOF 480/3 TO 120 /208V. 30.4W. 15 KVA NEMA 3R WEATHERPROOF TIMER CONTACTOR • CANOPY LIGHTS- •BLDC.A CANOPY LIGHTS - BLDG.A CANOPY LIGHTS BLDC.8 CANOPY LIGHTS BLDG.B • ` g r te •t.IA, proieci no • 8935 • dra'wn' daft Dok.. revis ons •�f e. •yrO -M ElL LJ J ' Corftr>IectOr be responsible for coordinating all work with site utility contractor. Special care shall be exercised when utilities must cross. Contractor shall refer to shopping center representative for more information . ' Contractor shall install all cold water piping above bottom cord of :foist. G Contractor shall 'be responsible for contacting Gas company and coordination of,gas service and meter header installations. Contractor shitll pay,al l required permits, fee and/or charges associated with 'gas service and meter header installations. Contractor 'shall be responsible for verification of all existing site utilities in regards to pipe stile, depth, and locations. Contractor shall also be responsible for making final connect4ons to existing site utilities. Contractor shall provide, • al I net' +9ssary valves, � f.ittings' materials and labor for a proper. connection and code approval. Contractor shall fire seal all penetrations (mechanical and electrical) through first rated separation walls. ..4 oveg.F- l.vi..i v iN P -r-c, 4" o. v. 4 0 _h ...da UP Y 4-" .R-7. . i 411 - l Or 2, ral 141.d. -L.1.. Ii2o .4.11 Ifni -J pl1e. LJ 1EW-iRETAIE BLS -f3 -- -- = • .ti. t2tJ i 1ICJ 'ALL CONSTRUCTIOAI SBALI Comply WITH THE CITY 'OF TUKWTLA STANDARDS. PROVIDE BLOCKING' FOR WATER. BfSTEM, PER CITY OP TUKWILA STANDARDS,, T ALL BENDS MW JtUNCTT.ONS. • ALL WATER-. PII'E SHALL' BE CLASS 52 DIP. ALL SANXTARY, $EWE1R' PIPE SHALL BE A MINIMUM , OF 6" DIMMER „4C0 35.: MAINTAIN A MINnfUM SLOPE OF 2 % .Old ALL SANITARY SEWER LINES. MAIrEPAIN HATER ANb 'SETTER SEPARATION CF 10' FROM 'BUILDING TypiCAL. Atli STORK R'r!I S14W8IR 1i' K3PE',SFIAGL ElR Itgl'IRN1/4440 /.r► 4A4 '�►.� r • NOT . US NOT US 'WANING 007T$: 4 1 Ya 1 ved end capped 3/4" cold wa for line i n coiling spool for future tenant connection. e""' Capped,b" sanitary rower lino for future tenant' connection. - I -- wety1" hydrant. Insulate all water lines above finish floor. •Oas meter header. 0 15 gas service and gas meter header by Ges company Contractor . shall be responsible for coordinating installation with _fait many. e Contractor shall run a new 2" water service to the neighboring . building and conr(.ct to its domestic water riser.. Contractor • stall verify exact k,cation of existing water riser prior to bidding. If the existing.. water risers aro inacmaessible. • to fer away es, unavei lable'for use tbt Contractor shall install a water service One from the existing wet* mmin located In Southcipter Parkway. Contractor shall vorlfyi bopping ' cents representative end neighboring building tenant if the exist domestic water riser will , • avhilable for use. • v • • FIRE SYSTEM NOTES Contractor shall provide a wet type Fire Sprinkler system for buildings 'A' & 'B'. Contractor will be required to provide 4" fire riser, 4" main running the entire Iength of the `building and 4" valved and capped'stub -outs at each tenant space. Contractor will be required to comply with all state, local, Fire Marshall, NFPA and owners insurance company requirements. 'Contractor will be responsible for providing Fire Protection . drawings for review by the Architect and owner prior to installation of sprinkler system. Contractor shall investigate the possibility of modifying the adjacent buildings Fire Protection - system. to serve the new buildings. Contractor shall report findings of investigation to Architect and engineer prior to design of Fire Protection system. ' TUFFI Tb p;1 c1 49S �I.E'E✓E Tl I µ1 viouU. �''t J I�ISIr • v464.1.. 'To I2llt= EXISTING BEST' BLDG Go1J►J6fi To N1 6'' '14 J 1 C ¢" ov :t.FLokI UP 4j OLD 4' .57 LIP To 4 RI, 411 as/ LOW Oa l.ci (g•r?v 1 i?L O • UTZ•H tm of i r�TEr } EXISTING 'SILO' BLDG \\\ )41.67"1 1. 1 Perks I rJ ormoboarrwo • Io LY+ FLOOR PLAN-BL 'To Alb% Orrtr 0tittw rll'Z-. F 0 ! I I A I iNTRIIIICT wues+e* tt,Qvt AwcoOK .&* o'teciit0 IP'Y Ctr-r. •~ • INIT%1 4 e•A ' rH PEA GR VE1 (APUA SEC 5-2. W = R.ef t.ttttBD MO/ OR A•S v' .ecr EO Vre CST e BEDDING AND COMPACTION DETAIL I.Ts, f ; I c tJ Ei.J cot E��TIbe.1 2 - Wes.-•( 4.4P 4 'i: NEW RETAIL BLDG A all 61 4 „*(t l agl la Est en: Ir'"gitf4Y1 vrt4Pr g),044.7 L,cxA►T PIoE a- 4-r DR3FJT rJetJ 10' PIP-a LOP At - I'J .kI 1 -J r .W: • � tJEW corJtil 'i'br4 xlTil• ++ I Piles LiIJ. I -•1 Lit-IE. 1J0ttER_ 1JE e-t tJT1 -t iot4 IIIIIIIII ' III�IIII 0 0 M AT, rAY • f 149 4. Milt• 0.0. • - 4 "MINK tJ I e,A100 tom. Pii2 rec. 04/ke.: IIII1IIII !III IIII�IIII1IIII Iilllllll TI fi° Pao >'ei t I; h ✓Tofz•h+ � .� E#., a r REVISION NOTES 4_ALL ROOF DRAINS . ,.NEW AW2 . EXISTING .WILL •BE'TIDHT LID'INTO A STORM DRAIN SYSTEM. 2 NEW WALL HYDRANTS HAVE BEEN DELETED. L 1 2 3 4 5 6I; No.18 N dew and METE 41 FIr2F 124602 „„1„„ I!III!II! EXISTING 'BEST' BLDG EXISTING 'SILO' BLDG BLDG. IN 2 E ;s . Z, : BLDG. e ! \ �r,1E J Cori�luE NEW RETAIL BLDGS ----\- 1 EXi - i tJG, it IzeMQI NI REFERENCE SITE PLAN N.T.S. � I t i 15 F•4 PI.o©f - 2.ta -D EXISTING RETAIL BLDG 12 H&/ f/.5 LINE 1,100e I.I G•Oi4 6 72IJo1'1 Oh] EXISTING PARKWAY PLAZA NORTH BLDG 2 Heate ■ TI 411 vG r rev - .-•mac, 0. low C� 0 e (I) 0.) 2 C. (T i c , r1. ro . 1. • pro)ect no 8938 t drawn . date 51 ownwlimm* ` ` vaine tev l signs • '5. -1.O- O rorir r + s 1 q 4 419, # � • • m snve t •11111111INIMS 1 1 1 1 • 1 1 1 1 1. • r - 7. - 7-- L nem mom nem ism somm mem mom aims nom mum mow afferaanOut Isom am! arm won ism saw limo semen 111111111112111118111 maw nom 3NI1 HOIVW O. N 41C to. 4 - 0 .! 0 1 - in• z - CO • FIC L2 1-. t - • •.• *do 4 \ WWIM • 4 4 4 . . • 4 si tAl a . c=> C=I =1> 4. - • m seam azoom ammo muses mom nom Ems E•sse Num salsay we= gum SWIM WWW.Ww W 0.1.0W10 W WONOM■ Or__ M i■MWS W AillimMdm MOWEINWP MEM! W SW OWEW - . MwMimis . WWWWAS W SOMUSWIP IMIIMMA WOW WWWWWW 11WWWWW WiwwWWW1 . WWWWW !WI. UNWPWwil _ 72- -- 1 1 t ZL 01 ( \-- ,?-td ,0'01 9 7171) -7 .7 \ _I__ ++1 = P(r) maa.0 \ 1"Tc:A Pt / 6'1 ,:.‘14**01 @CCI / S'ap'01 a(1,1? • "") •.7 •7\ •••) '7 I b I i cto.ol 7(60 12/ • 4 O&9( 1 4-1 si '9 e7) - -4 '0 s.. fr .! 11 r,“ 1111 ",P aallmummill " 11.1116.114.1111 sais • 9N11 14 • t • cu. CO 0 ti 11 VA 1' 4- a . 0 '7 '7 - 07 .1 '-'7 '7 I / /1 Ibt Lb' 01 PROPERTY LINE • . 11WIWWW1( IWWWWWV WWWWNSW _ I MINIM. IN OWSWIMM W .WWWWW I■11WP • WAIMIWNW MIWWWW0 WOWWWW ga in war mosisost .***Nromm • smas*** smooms. • pi .5:71902'01 a (6) I / / i g,:t ---- e3 pc .(21 V.71) r• 9.01 -02 \ \ / ' 4 -• . • • =4> --\ 1_1 cz.-17•01 e) (i91* 112 S 9(9 Ad f ,jvc.-1. 1 zp•oi • 9 • • . \ - A \ • \ , • :53 + 1 • r- o) g 9 Os 1 -2 \ • e=> se • ...........---- -1 7 -------- t < 1 r "........" 1 ...II 1 ... 1 VT .... ), 411••• . 71; a 1 - t-114 a) ----- s ---- i C -/. .- ,_ .... • . ... ' '" . .R i \ !Liu , C.) • 1.1- 7 ::"; i 1 ._— , .. I ,...• , • : — ' P- 11--> 1 L '-'-''' --: i. 2-6'' i . Lt..1 ..,,' < , ..5.1-751„.............- -..: r.s.. ..... • - V -,\ 11 010' dOLS • • STOP • 0 WWWWWWO ft OMMWIW mUMUMB 41WWWXWM AMPEIWOMo WWWWW1 W WWWWWIR 0 INWWWW. W OWWWWW0 VIIIMIWO SWWWWWI W OMMUMW. 0 1 .WIWWW.IWUr lt 11111:1111111111111111151111111MIMMIMMIMMIMMUMMIIMIIIIMMIIIMIIMMMIMMIIIIHM111111111EMIIIIMMIMMIIIIIIIMMIMIIIIIMMUMMIIMMIM11111111111111MirtaggiM1111111111111WIMMOMMIIMMIMIMIIIMPOMIIIIMMIIMMIMIIIIIMIMMIIIIIIIIMMIMMIHM111111111111MIMMIIIMIIIIIMIIMMIMIMMUIMM1111111M1 UM' - ssaassm semoswassasssi s sat SiarnW,A , -! I a .r M Y a F21 •41 t • t • BES / r PANNING VINE LANE C (,)c • �./ a f ( 4 \Nactl:zi V 1' • c 44J_ NO PANNING FOIE LAN! =4 YF_.LI o -4 C , t \ � .a)c \ o 1_\ 5 \ (7)(4'9.7 Ala I \ \ \ ' \ \ , / /6(A--):■0/ O J , ,�) G Y M t _ 7 f_ 11-11!" I (1?e--\f‘°):--11(2—J.-41-2. 1 -- \\>...t1 \ ��09, \ •� \ 4 .. MO PAANHO VI RE LAM! NO PANKIMO MIL LAME 44 BE.8T'.•,(J F : Q i V 17J .n MO PANKINO VI !LAME r PARKING STRIPE_ ti a . eg pW ON 4 00.44 T TOTAL EX$$TiNG PARKING STANDARD. . COMPACT HAND1CAP`C - IIIIIIIIIIIIII��IIII 'IIIIIIII�IIIIIIIIII'II�I I�IIIIIIIII�IIIII1IIIIIIII�I IIIIIIIIIIIIIII i I 8G 6 r� �1iI�� !I ���� ���i�I 111111 ���� ���� Ili' 1 1111 1111 ���� Ilillllll I!IIII ►�► 1 r!! r.43 1991 • • r , ..,.....all.+.....n,MIMIM — 1 f 1 • 4i .< • ,22eS P*4'y �fk[ efe&shars M. sb.OSD DF to. G. ReUis 7Z) 6e0PeettF /€ — Peezvit 40741 1 tot( otl9r I .6' e 1 i , 1 I 1 , , 1 _ . _ 1 1 1 .... . . . _ 11111, I . - H I , , 1 1 1 1 es...1 cio tcot _ , • . • • 4. • A • LU 2 • t. vc.••• • . 4 PARKWAY PiLAZA SOUTH I (:!0)e - 1 t 1 I le '- p I • .1* w 1 I ! ( 0.. i4/ I 1 7 i 1 : 1 i I 1 (1 1461 1 '• 1 1 1 I. t - r - 1 - r ----- STOP • • \ (,\— ( . . (-)Q fts•••••••••......• PARKWAY PLAZA SOUTH • 7 .. , •• ••• • 7 .- • • . ALL EXISTING:STALLS ' ARE.,.STANDARO ; S , IZE ; ", • • 1 1- a 1 ,2 • I i a 4, ; I. • PARKING STRIPE PLAN 1 I 1 I I 1 I 1 t ‘ I 1111 I (i)Cg.C: 7;a: 1 .1 1111 1111111111111 1111 6 8 1111 1111 SOUVV‘Getileil PPStK,V4 .44rxrusponewa I I II 1 1 1'1'1'1'1'11'1'1'1'1'1'1'1'1'1T I I 1 I 1 I 1 ! 1 I 'I 1 Ip 31_ I 4 _ 1 S i 1 61 !III 1111 111•111M.A.M.1 Malan ctoc 1 1 I l•t 9 • 1111 • • I • YerelAwAr4.1•••••••r.ri••••~...11...•••••••••044,41.1/r1.0.MAYROMP.A..r.1.1,0woong ••■•Ano yorro...........AftwAS.....,••~10•••••••or "Am Co 4 4 (st I I V . No. 18 9 C wT 11111111111H V 1111 'ill 1111 !ill III! 111111111 •11.1711011MINII. 1 I III CI (45 z 1 " ■ (6)65 ■ • "rk. tat..8 • 0 • ; 14'1441 . TOTAl; EXISTING PARKING, .: STAKOARD COMPACT HANDICAWP 7 ' -...------- - ---- 1 u ) i k. , ‘,,,.; i•- n .,- i 't . " , I ''' ' ' \ \ 0 6 1991 Mr, 1 • , (30 Or i t,N.vviL ... ■ -4 t....1±11.ites PP • n I • me...mm.11 • 0.,.■•••■•••■■....111.11 ■ I. • • (e-‘ SO 4•1* • may, pAeitilf et i6e4410-7 itig.56•Ase r lad 0 Revision //, tz,e4;e Op 14)AeXuser) Pegitirb 7041 Vocu1/4•044-,.• 1.41v11( S. Kit L+Ait✓ PA MAG' G ?✓e? w /2"" 9rty /e7 Asir tiei. r t)cX j • Cinema MONO .1=110 To %1 M1 EK rAK KVIA)' - • IIIIIIIIII L.IIII!Iluilll!III!IIII! I I 1i lilt !II! IIII�III! II!I�,III l il1II�IIII 4 LAWN AKA TO M7dt st-tCatft MOUND i~'CT. ' ' ' ' 4I' �5I' '61 uiiluiTii�liui iiidiuiluuliut W3 III' meow. woo Best D 5H�1.Ti l=R. Ethan Allen ALA a I- F •• r i I a ✓ -TAIf -1 A t REM" MFG. T AT1 o-.1 Soy, colipz H �c. W igrE . F !J C 1141∎ YF� - 1.14ED e4- teat C. , Silo SEM J - n4-1�A V PLAN KEY 0 to z co M I_ _ • 1 ", 506.0" 100 • Y. => a I uo Fm• z w cr w 0 �a smal 63 „, a a z U ON J D > Q Q G. J STATE OF WASHI N REGIS E D 1 J LANDSCAP ARCHITECT Le ' CERTIFICATA NO. 3 proj. no. drawn r'i ckd. ' date li /51/0 revisions ,._... K Pavilion Plaza J I- NOTE : K61-rove. aw ('roNE A 5TT K. Feat t r1y APJA N T -J To 'yr;'iN G NTt: Iz E A tr K wf y. M ; KfI4t1tGV - IGIr To 135 Ar }Petal Ta p- trf1rk - ` r IN DtzE wAy f00 o.G, ,,III,II1,111 ! I ,. I., IiI, I II �II,. I., I�I, I, I �I� ,111 1 J 1 2 11 , No.18 ,&`. "" E 1111 lIilII1 IiIilII IIII�I!II IIII�I1I! lii!IIIII The Bon c2 1 L— P Pavilion Outlet 0 42` ` iiSfSii gigot ts. 2X lieolbell PleetI mg Soil ? � Native Soil flowed of Composted Pteell Soil. DECIDUOUS TREE STAKING Setwre vii 0 9e. vile. vire Passed *Piro 'HI. 11' loo, of robber boot. Tlahtte yin to etiev 1 ` pleq ie. dlrestlee. 2x2x8' Stake (steleed dk. )rove). PLAN KEY 3' Mhlerl+h ®erwi3eetar. O 10 LV" 'gyp $GAIT : Ir"0 510 100 I2 J Fie W w 0 tx cc 0., fi 2 0 � z eitt 0 ( a c h ) z 44 4 411 STATE OF/1 WASHI Tow AEGIS/EERE° NDSCAPE;AFRCHITECT t ' ..Ott - M SA / ; pEHTIFICAT13 336 proj. no drawn ckd. ° date t f c/9A revisions iI , }p SHEET 2 OF 5 1 ; 59>v . 14� A►tzlo( -oe6A. NVMtl:a ' € WINTEK d/Z`i7o)0wot?G Z D.l.." L TH of 1'1-A ni46 -, 6ap ram- 14o1411-i V. E . ro KErtcN a5rHALT ALLOW rot& YENtGt,5 oveRNAt1lf 4,14p ircs tx' -n fi NYrRANT Aro r pagt7 rAvp 'r-o1-$ MANI t.0 �a75' ' 6Arr'gok. t�. C, .) 1 JAPAN cart. HuL Iwt.G w HE 11zoN tz tdcv c15 rt./ 4r MA iAL If4 Ati, g /..;;, To pt.ANTMG' (4 - Thin ±1)61.1 P) $ 0.UotOriti P.` • ''r i :ML 1; &Alt f'Y 60- WIP4 PALSY *LW /1 ' suortThu, `GoLb tort' ' SAPAi4E.51r. mArLaS �,✓ %, E. , H *tAMQ oH1 11 ZAP (.'4 ( utz.E.(✓e,'oc (i6Z .G. ;01,61M0z .f r'irtzt - 1'Ltit31 - uGSE t 'TV ,50IJ(Pt �Pd oi� 11.- •1NI . f-,r2 To Ai t,ow Fog - VtSNt'L Gtif ,.Wcg4-, r , r-- V 1� Mf .1 \ � rJ sr 1z t t H0/2-f1, C4 4 ' p, G , ( K 5It)f or 5T;• N`r r) - X 1 cr T $ t4 G. • s J tJ t P I✓ k — 19 oot4Yt tl , F ' et - IEKALt7 1-1"-A r 1001 ' 7 N -17 )5A 'vAKlc. -A1p _� SO WI•4t i -, i'AN9e (MT Rol , / i- ; PANT 114 o- 01'• 0 ' #'fih t:AUiz.Et c^N . ?i'Gtw ',vv.. or ECG - '.A!; rt4 JtJ I`i f Pk v. r'g'-%'1 r1,47,4< 0 -f-T t:hiTK.l' 5 YuGGA F' VAti I GATE-p' !2 � (J17NYt-10 F. Er-igg.A147 lsAitr - r' - ' 159 Wi - t tZ PRN S`( (v4 (a-ui) r. . tQF�ti . f t.A )..i(:i #;. s1:i.AI tS6P_ • Nth: • 4'EG.1 picAric ) ALL re A . MIN IZ I Pgir, MOM) t 4i` A AIE Afa ;CEN; 6g( , gC (.) A- A 'Z � -' 1 zE's (FemApr spes.c4h4c•, I v lE cwt, Oh11x. i 6 a-1 fiTt M11 15- '3 &4.10N'0M ' f 1 " M 2T 'rvc: c r. ` v Ic-- rEP',: 5 ' I G? - • A'f D el, LEAF ivy 4" P . ` r• IIII�II�I ��llll fr a;GiS!t`5 I 'l..'FI'l'I' 3' 4 5 'IIlt l tlt f IFF II . t .I I � . f i � illiliii i!!iliiii No.18 et'. .. niffiiIi$ ii1,1 . . 2.11)CAA FII,A14 NTo <q •--,_ VAR.1(elkiEV' EUQN -NUS evO -Gr ro ' 7D w►hfr•L K rA sY r. 16 b4X `At OOP '@ 2'0• X d 5 `r c NJ 4 c ,<. JvN t P G r`, ' 4 56A(: y$ SGAt :, y "n ><15TIH(. PIKM. re-St-JAI:4 N 46 I`+J , IPOL1 A C 24 "4 Ar - -- 5T r6W) 1J 7Ut1A.4. 0 t;' G.G. �� �i • IZ•ENov6 XwSTINC- 1 t1AT1 1A3. )i4 al.t, ArstA5 :' 06 pt.AN1S9. X10 WIKY • 1 3 It tlowrN6- °c.wir /.16-1 -11" t i { &K14m' AM e 4'0. G. NawINC• 5Tt2ir� S QETAI r U �J -, t-i io Gh N c t4i5' -144- l c .) W ► .14,t'AtJ Sir MANL•t!, t COONY1 - 1V ' F. I t t t_r s 4Ata i`i'W _ to .... Arrr „,. PLAt\rriNt 01.4PI,AY • YOaelt FILAt1E =NTO5A ' VhNGA1EP ' r. 7 puot%1•01u Mt; Ain GAI rrr 13'Cnea.,c) 2 Z • • 'c 14w ANT' i' \. -'v Xd5T tt-I JUNIrtds:. 12 W . K i • • A t l;fTy P014 19'(19" rAYf%K�j 5 : � •TAIL 1vWT�1z. P415Y 2 Yuua rr�.AM NT05A VA2.1eA 7 oir )f_ h pO•<vt/a,? . 10 PA s s'r * C∎NIfrf 2' YUCt'A 1=lt4t181 'VA t&A Mr''* Are:< h t'orLCl`(( XArA rg,..< tC� � <5 1s' PE All. kINNI _ttJiG -e 18 "O G `)1 PatO - -5 k1NFtiuktt l��k: A�� Meh'it0 Golds'. (GM-. 64t tt4 e. l "a,c. Kg, C N S 55,6664 t1' 11- M11144- ••• ' L • , 3'T)aA EI CA t- I513wsA NORTH Go ffi rTRY ol Nt 5' I y f ., ,,\1 A L. .--t J �t r wwtrtrr • :7utp� • r.. i ?,ovrtt T pAw5y i'I'Irlr 1IrLrlr.�rlr,Irlr rlrlrl'r 1 1 2 o1 - — –._.. p,ervN r 3;"Wtu�t✓ ,i f &HSY - * V`i ) KINNIG4 INIG @' IV 0'6 : •1Yr: III Wig IA •a FLAY Y P 11111 It mil�iiml��rlm A1 "�A,Y>✓i�y -- ($ e b'. O. G , Ent& ;LJt'rl►Y g g.UVN11.1t ' ' 6AZIT ` IZ wfr 4 AP PteiV =t' �/iY �•�tiGKr cw►i-,/ 1 `(ua 'flt,AMGNTo6A ' VAKI.ErA'r't 9 * „ v 41* s% rog 7 le Xr9 'TM)A.7A' f / Vf 1 S . � � ► 7r; rAI L 0: X1 ?It`16- t 4 °RVITAE- N o.i8 "'"" 1 I 4 s3' - -.4- I 1I III III III I I I I I I I I I I 4. .5 6 t 1)14 -ANT w GNNA t GUGINA! WW yJ'at.E: %' it-o" W4 r z T qx1* t46- I5? T1f (• f21 tom. HAWTFi61?-Ng. w A 1- K- K.- 72." E-- ( rIOJG YUCe -A ' k547 GfNl7 '.. 5fitI A140- QV' t7EPM) IA-TI0 p p t.v.() • GU& l NA 1 G UGNA EGA(- : y " S 0 ..1liVlP*g 'WICr F U' '' Ia -1$ "n. i,lt�tr rSaS��. ' L (3C/- A l -Q JO fr te-- Ztv. MIN . I.1G -I STQNPA t7 "" .•.• t ....� • NoRTh ink 22d dRt1 I(ik INk:K. C It" o . G , 16 14140 .>t5d`1d2rdd i tJNI�'U1 CERTIFICATE STATE OF x, • ?a WASHI T REGIS REQ NOSCAPE ARCHITECT 11 0 / c�x'a,�• Iztzto -ATioN vA i -Vt✓ 84x 9 ;(vi i. t -> 5 r -o" C. 2- ' Wc6A k.AHEN r 4 - VAK IAG4Ta I lk 7 0o,K PUONYMV r ! (p 2:6 . G. ' EMRALP (ill - Tr L As' " , t/ G7 1, �.. yi'iE t?ETb lL - 7 , wo4TER. PAN v -k---- Cva►�',1 �'F�tot� > ;rtj,J\ + y !Z 0oxwoord, �'�.6 - , / f, i:414.t3IGKIt' :I6I (, 10"O KINN11N(GK._c�i l4.''d.G• ( REMoVF ,U1 tmc.rrlg5 i P I WALK Vtikr1*1 Wyr0T' 6 l k't1Y 1V 5 P. t: H 1(, L GA I1 i t x t '. - T '' 1 tJ 6 o y \'/ O ., L 1 • rE s -1 -7 t- w rs X "n/46-• , !ril=l •t'AN 3 YucG(t. Pc AHt 1t'c'SA ' Vet GATC: r2' MLARTI N& 174 S PLAY 13P7.5 a t SEA sotsta . 6 f - votM1Lr$ p, l7A��HoPJJ 105 wI .iTlz. r N5r 7� WI4T5K, PANSY ---- "5 '1 -I(,hf lATo6f4 'VA4z4Ao-AT1 )' tzf"No�'E HUGH P114a p tz4- 10v612ktHVRo1; 1 ./t114:11✓ Z R t.`g L AtJp:., (. To Re:N.4.11-4 t4 141be t.- '. t, ` f ='RALV GAre Y!• ; t- WIN fi✓IZ r`_I) i V.(1orKMUS G.01426NT • ''' ,._. a ► O t Y N G- —..r 1. y ._ :• .. . li- n..._f.... .. ... : .. .. ..:.�Y.... -. � 3'D.r INt1I"L: "T'.A,1-1St'1.-A•NT .,3t.4 re- Ate, N44PIW YG ",ov .1 tivtx. or • 5reir5 rIZora 9Tt�5 Nth,: drat- ia'ATtoH & IZE.C.M . ArrteWAI. rre4H rt)or„ - IN St•t'`AuArlot -j _3. YUGGA PicArivsfloMA ' VAKIACrAT ' - \ • i • h .k .V. 1 WC;riT iT';NPA, 0 4L45 : oPr 020A 5f'r'itia 1z. HI;A25 1 N 'f' LoGAt. C ret:I" IRII6* TIOt4 U•1 It4TAT 4 W 4P1;Ct k E P P T A 11- ` 0 Ur[1[ 5GA1 I " s '11 XAVA' FA.'i r.:44..r • • n ? r ' N\ \ � * i � \ \i)�� V G" Got- trAciltP (.► iJ s }i EP kook :tJts• (�tZA 7 2" [JJ1t..vir16r PAVtiZ DETAIL 5 GA(.i✓ I "- I' - 1 T1.2 v_ANT 16 r)Oxwaop C 2' o.G, 5s rA l °RINI h(lMA,G z - 24 MM-NAL.t r ' FL -OVr hlcy LAMIER ( yt VerAi GvT' x t 9 (, A.L( 4 ors e: _ xISTI J& / 4 -M I 0 (c f f i2 13' FLASH AS ALT • 'NI id e -u. • yCAL� ) "_ p I X 2'X Ig," STAKa5 6 24" ! N {? VAt,;• AMP 6N12' /„ Mlrl• UriW Etox k..r J T -{"\\\:: liNr..-.1.7:7:.;:_..t." N t'LJ. 'i\:."—:: /1 • I , t1 ' ) O o t 0- ,.- .rp >�„.,.., r.. r-y r. d'1ti,a i....._..r,. r> '. t,.. } , - Y fin; TlhtG PR O l'o ' Nekrt.!~ $ •t' E V;5 �jIII[J lI �II' 'I�I'I.I. IIILII . 1 .. � L � I I II I lIJ I IIiJiI� �I�I�II ll _ 21 I . 4 ,N l � I r= M I4L Fr° tvrttf z 5 ` .iuNtrE12 wtvrotil o • • Gdt'ttl . - .lolwr ® MIN, 114 'RYAt -5 (nanny= DAMAGE PQaiWs —rloN UNTIL. GoNe t ra Hay <'W'-P) z 1 '1..1 .. ✓: . 4TRYPAV11,JoN PLAZA w 1J it ,s • 4 a .40 4" IMP GotirAmP lr Igo 3 Re CAR. carl1i1V4t) �a i X 1 1JP ry azEM awIWi I r 4e/4.a: 14. r - o ° 2 Y'G c r.11 11—OSA VAt;IA&■TeD (5kA54tw- F':./„M {T114(;) 5t4VATii t\L M &t-t4(.r'r Atetrr. K V "'iA 'Ft or N& pf pAU X. our i ;r.r't 1'I -ANTIN t7I & yr ct ' a r - - •' tr k 5 I GAL. IVY gs: / :t rIEK P N5`r 'mire 1 tlt;vt - t Ix-r- At4. I•ALH 1$-1,1" 'MAN VI MA G1NA WTh PL-A '4Th Z, +' ' 10 EUON ').fl) 6e01-t s oT 4+` l ZD WINT ,4 ( : /Y 1. i:7w) . \ "L+ ;. - 10 5X1-vrIN& V.11 2CCi7t'rit? tJ a .. r..�..,.>. .. ,- • 110101111111 raver •••• I •" ufYl6.(.Mi . ro±J fR.s c 4.6 co r`lt+iz (4) "It AKIG iOtZ P'at. xi'7f1'tJ4 code. 1b4 1( l- cQATal~ Ar co L., 1?)/ E L ocis u (\X -i ' 5TAIL A *TKLIC"li VAL I1' '7Tat'. moi r *PI <i .r -t 'il.t-ltJ4 1,1 1► .�� I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. / " a•j - p 2 ' T :;: ; \' II1I'I'(111 1 ' I' I' ll I 'Irl 8 4 ftl No.18 ''. Sic, t: riA" VT E: y b D 4 l• �' I F R r 1J CHECKE�?��1: va . 11ll �wM l7..�sllf.l.l!•o+ w�aN}w� t l I t KSJ .�y N NM�NMI «IM�.MMrwMl�w>i+rM►; • IMY lMlN «lN.11l}lwM..w Nl lNlNM.NII.IM.Mw Nlw. NNlI REVISION'RECORD: '.. • «... »llli �lKlr�ewlwwlr�w..�ie' w MMr.NMrY.... \\ ll.Ml.MSMNllC& .efl hy rf� a «...!! N N.M. NNl N.....•.� W i.. f �.S.f. .MINI YMI.I l M..l.iplMIMYN.lMM1lH�... lN.NOIMM! N!NlM.N!!�lldlO�N..lNall�fl'1'. d lN!NIN «lYIM1fWsYl1lsMlMlMfM NN...M ^,, • .M.w NNl «lMll!•1I�..IYSNwffON.NMf.1