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HomeMy WebLinkAboutPermit 4762 - D T & C Partnership - FoundationCITY OF TUKWILA '. Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT Foundation 14501 Interurban Ave S. Office $-j,Star, Partnershi p 1024 South Bailey Street, Co- Inc - P.0_ Box 6139 PERMIT # 477 2- Control # 87 -167 Suite # Tenant DT &C (Six Star Bldg) Assessors Account # 336590- 1370 -04 FOR BUILDING PERMIT ONLY Seattle, WA Sq. Ft. Office WareStorahoge/ use Retail Other Occ. Load 1st F- 2nd F . 3rd F . Total Fire Protection: [j Sprinklers [j Detectors Zoning Type of Construction Federal Way Phone # Zip Phone # Zip 98188-' 838 -1402 98063 -6139 Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $___36,00a Bldg. Permit Fee Receipt # $ Plan Check Fee Receipt # $ Demolition Receipt # $ Surcharges Receipt # $ Other Admin. Fee *Receipt #739Q_ $ 238.00 7-- Other Receipt # $ $ 238.00 TOTAL Special ConditionsVdvp Plan RPViPw fee will be deducted from building permit FUR SIGN PERMIT ONLY ��fr�:� +ho huilrHnn [[ Permanent [] Temporary [[ Single Face [j Double Face [] Wall Mounted [] Free Standing D Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions 1H15 PEHMII BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONEU FUR A PERIOD OF 180 DAYS AT NY TIME AFTER WORK 15 COMMENCED. I HEREBY CERTIFY THAT I HAVE READ " D EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THI TYPE QF WORK WIL COMPLI H WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO CAN THE P 0,- TINS OF OTHER STATE OR LOCAL LAW REGULATING CONSTRUCT N OR THE PERFORMANCE OF CONSTRUCTION. Date__ Cr / . LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. VIOLATE Signed_�/R% Contractor (signature) Date OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employe, with wage as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of ly contr t�jf4 with licensed contractor's to constru t th project., Date___1cd'---- -_____ _ __..---- .._.- ----- �_ Owner (signature ;vx� :q.;a'... ..-:(tl ..i ,. ., —. 4.;� +;. .., .r.^^ric:ati^"T. n 'uP"'"rv.: ... ::r', .. -• ..y -ms- ..,rr�M' ^:r n--�,.� ._. — ... CITY OF TUKWILA.,. Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done Foundation Site Address 146f11 TntPrurban Ave S. Building Use (f'fice Property Owner DT&r Partnership Address P.O. Rox fR1247 Contractor DWI Const Cn- Tnr. Address P_0_ Box 6139 FOR BUILDING PERMIT ONLY PERMIT # Control # 87 -1q'/ Suite # Tenant DT &C (Six Star bldg) Assessors Account # 336590- 1370 -04 Federal Way Phone # 767 -6250 Zip 98108 Phone # 838 -1402 Zip 98063 -6139 /7 - Sq. Warehouse e Retail Other Occ. Load 1st Fl. 2nd F1. 3rd Fl. Total Fire Protection: ❑ Sprinklers ❑ Detectors Zoning Type of Construction Special Conditions *Ad►vinistrai:ivP Plan Review fee will be deducted from building permit Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 35,000 Bldg. Permit Fee Receipt # $ Plan Check Fee Receipt # $ Demolition Receipt # $ Surcharges Receipt # $ Other Admin. Fee *Receipt #7390 $ 238.OU Other Receipt # $ TOTAL $ 238.00 FOR SIGN PERMIT ONLY for i-hn building ❑ Permanent ❑ Temporary ❑ Single Face ❑ Double Face [] Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ A. ND EXAMINED, THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS,1TYPE WORK WIL f COMPLI J1'H WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE .�GANCE THE I? 0 I'NS OF Y OTHER STATE OR LOCAL LAW REGULATING CONSTRUCT N a_ THE PERFORMANCE OF CONSTRUCTION. Signed G Date lJ l/ $!J LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is In full force and effect. Contractor (signature) Date OWNER - BUILDER DECLARATION ( ) 1, as owner of the property, or my employs, with w ge as their sole compensation, will do the work, and the structure is not intended or offered for sale. AA ( ) I, as owner of roper ,'am e� s�l'gly contr t with licensed contractor's to constru t th project. Owner (signalure)�j "64/t am Date // City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L VanDusen, Mayor -June 25, 1987 M.N. SANDLER & ASSOCIATES, INC. 200 112th Avenue N.E. Bellevue, WA 98004 Attn: Mark Sandler Re: DT &C Building and Six Star Building Fee Summary Dear Mr. Sandler: Per your request a detailed outline of the building permit and utility permit fees for both the DT &C and Six Star buildings follow: DT &C BUILDING - 14601 Interurban Ave. South, Tukwila, WA 98168 1.Bu`i 1 di ng Permit ° #4712 - j �e flees are. 41cladlex.A. Building permit fee Plan check fee State surcharges TOTAL Utility Permits Curb Cut /Access /Sidewalk Storm Drainage Fire Loop /Hydrant Sewer Water Meter Special Assessment Temporary Water Meter (renew every 60 days, $100 each renewal) TOTAL $ 953.00 $198.00 paid 4- 27 -87, receipt #7074 $755.00 paid 2- 18 -87, receipt #6018 619.00 Paid 2- 18 -87, receipt #6018 16.50 Paid 4- 27 -87, receipt #7074 $1588.50 (A owing) $ 25.00 Paid 6- 19 -87, receipt #7948 25.00 Paid 6- 19 -87, receipt #7948 25.00 Paid 6- 19 -87, receipt #7948 170.00 Paid 6- 19 -87, receipt #7948 1550.00 Paid 6- 19 -87, receipt #7948 1452.88 Paid 6- 19 -87, receipt #7946 100.00 Paid 6- 19 -87, receipt #7947 $3347.88 (!D owing) Page -2- 1.N. Sandler & Associ( Inc. June 25, 1987 SIX STAR BUILDING - 14501 Interurban Ave. South, Tukwila, WA 98168 Suilding-Permit.(retaining wall) #4763 Building permit fee Plan check fee State surcharge $ 337.00 Paid 6- 11 -87, receipt #7825 219.00 Paid 5- 13 -87, receipt #7390 1.50 Paid 6- 11 -87, receipt #7825 TOTAL $ 557.50 (0 owing) Building Permit (foundation) #4762 Building permit fee $ 238.00* (administrative fee) TOTAL $ 238.00* Paid 5- 13 -87, receipt #7390 (to be deducted from building permit) Building Permit (building construction) - in process of being reviewed Building permit fee Plan check fee State surcharges $1979.00 Not paid 1286.00 Not paid 16.50 Not paid SUBTOTAL $3281.50 Administrative fee - 283.00* (Paid under permit #4762) TOTAL $2998.50 ($2998.50 owing) Utility Permits (Curb Cut /Access /Sidewalk, Storm Drainage, Fire Loop /Hydrant, and Temporary Water Meter permit fee all covered under DT &C Building.) Water Meter $1550.00 Not paid Special Assessment 1636.83 Paid $1634.24 6- 19 -87, receipt #7946, owes $2.59 Sewer 170.00 Not paid TOTAL $3356.83 (owes $1722.59) In addition to the utility permit fees listed above, the curb cut /access/ sidewalk permit for both buildings require that the developer provide the City with 150% of contractors estimate to construct curb /gutter, and asso- ciated utility relocations and drainage modifications. Page -3 I.N. Sandler & Associa. June 25, 1987 Inc. This summary includes all fees known at this time and does not preclude any additional fees imposed as prescribed in the Uniform Building Code (1985 Edition) and other Tukwila Municipal Codes (i.e. reinspection, additional plan review due to incomplete or revised plans, etc.) If you should have any questions please don't hesitate to call me at 433 -1851. Sincerely, itgot Becky L. Kent Permit Coordinator CITY OF TUKWILA Building Division 62&O Tukwila,�tWashingtonui98188 (206) 433 -1849 Type of Inspection /l7d� / ov e/Xvv0 Site Address . / 'V5- ©/ ,7;h236-0,4aa 4t, SOJ Requestor INSPEC '7N RECORD PERMIT # Date 0 'F • Special Instructions Date Wanted ',/,//07g a.m. p.m Project 7`v-e. (es)v )v Sr'i91) Phone # Inspection Results /Comments: Inspector )67 I6‘ Date 0/r o,_I -7-87 l L ui kt p j ` ft/woe ON'1 ) (a) 4,v. tic Gil If o Ti ,ut la. rnG� t" eut +.O HOWaird k vi Yie4/ YG rT * C es,61. A G coo�try l o vi VY101'� ry,i,w►z ha�/�= 1 � wce tdeh WLr'G� rcgtl lr� le Moire- +11/14e © +(1e c C�" 5 t VI 01�' . ' aN� l vti Wt" tia Oca t1Dtit c e awry cam' Fitt te 9 acv 4.-e=1 o tte ri ete Y wad\ -t-letevl cl�a 9Cd t b Stec 1 col u v i tel l e tiet 'S a414 Mo&k.t of +6 rccel liceititutfict rrorev-19 , 1 ! i1G rIrc ev* CoVT4it t 011 a DVeJV1 tpreee 1 on tmos�" o.? +1i1e ,41eu- waik.v amet la.rq doles cat out ^^ nn *lc. ulterior ' 'tc e1 col vvh hs, . ■uvv�rou laof t"t w ry -3201(0 leY/1 t 1(t 61 or avi ,GVre4 . All -1-11e- 6i stave eau -1-ie Cry �U1 !d Vnet'it �o �I - QmX6oU2 a. 011t avid -to s 4 aM ,l cord 1 via". a ov vt -t- r -}-t vi oh + is ?Vet . jolo, e4=11G11 1y - 1- tv9 -t-otv WOV I rG�r. 1 (11(01' co t o l�1 v is -iQ.l I toe f u h a.%l work- j{ tY,: isx�rr«' vllr: i+ s. N. %�.•+,bmm�rn..u�v..- .+.......... CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 '(206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions INSPECTION RECORD PERMIT # //%‘. 2-- ,r---- �p �- 7G S Cc-I'X f 2L? G �4 7' `/CG- c&.e'�'d 6?1. Date Date Wanted /y/A% a.m. Project Phone # Inspection Results /Comments: t N/1/1:: d. �( 1 ICP - c--11- ez -Z9y7 C2 -c.e/ I--i F-61/46-47-v? 0 —1( liteA L l•� Gvc CC ' Inspector 'LC�Z�.� etee- Date /2 V/Ao 406u: t?iC?' ti+tA'Yb'ta axrn CITY OF TUKWILA Building Division 62 Southcenter Boulevard Tukwila, Washington 98188 1206) 433 -1849 INSPECT1N RECORD PERMIT # ;/;71K-2.- Date ///;;//e/? Date Wanted ' 8' r Project g% Type of Inspection . ,Lf - 8- l! /tiC / Site Address Requestor 15/.0/ .C�i i €mot .(lam• a.m. p.m• /4,(A9 t 4, w- Phone # Special Instructions Inspection Results /Comments: Inspector ��;1.�? Date %/ig'% CITY OF TUKWILA Building Division 6200 Southcenter. Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address —G iht -t.L.. Requestor INSPECrN RECORD PERMIT # (-(74 Date ,w. ee.�,: ""6 � Date Wanted g -t /d /� 7 e a.m. p.m. S, Project (- %5iC Phone # 2 y /-- 7 2 C Special Instructions ,Inspecction Results /Comments: ced (2,9 Aoo c/ /'7. lejz,67 ,k-, ( . LYt. iE, e ✓tl� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washineton 98188 '(206) 433 -1849 INSPECT-9N RECORD PERMIT # .97 Date y— �q — 7 Le,4wr. 8,c10 Date Wanted !GLwto. 7/3007 a.m. Project C. Van.) 6-ed; Phone # -2 c%i ^ ? a? C Type of Inspection ire-n- Site Address /'/S-"° / �2 /t/frn.un.. . Ave, S. Requestor ra-b Q E eAlt4 _? Special Instructions ‘,..u,� / .cnr -,..>( /�u-i p.m• Inspectio Results /Comments: 1 ('-i..4-1 et."`- • Inspector Date ., 0? CITY OF TUKWILA Building Division Tukwila,tWashingtonu198188 .(206) 433 -1849 Type of Inspection Site Address / v,S-'o l Requestor INSPEC I.ON RECORD PERMIT # '5/76 "-- Date 7-1 7- r? lit Date Wanted ,lM 1 /24/7 Project Sc./ , `N /n.,,, -4W `s Phone #_ s> V/ Special Instructions Inspeyyction Results/Comments: v /16-wt ?oLAI P4 'Yt" Inspector rZ441 Date 7/e'/2'7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 99188 (206) 433 -1849 Type of Inspection A, Site Address /V.So/ �,,,� (�,1. aee,y, Requestor Special 'Instructions INSPEC '7N RECORD PERMIT # 4/7 /Z --V7 L2 763 Date (//1/P7 Date Wanted GA747 Project 0 Th-c Phone # 2 'az a.m. Inspection Results /Comments: ;,,)",,Y- /f ,1 •1 %'` If / ^ Er ,.! f c•"� C/1''7') {''ter y -2./ .L (1-+lt!!� -t: <i1SL�•t Yi/tr. ., 77, ( 4g- //4:1 r k' , 'i. 4'La,l.tf fcf•'I �( ".d-ti 4:4,14:a i 'CS/C( L C •t �c7[ r."',• -., �r •:l L(.-.1 .'' • �1(te,c..tL: •tC "� c�� ✓L`�i+T L4 `i1 1f? i � Inspector A4141: L Z7 Date 6/l7 / ,r% ►�fih vas a,, e31,(16 b -fie t a:AZ. - -. co --,o NO Ott revs 141ehdat t o aXc vr1ef,e1 • I . Le-aitt U cj ft, v. ,vial alrvev4 bl., 64;1 wmreetiovi. • Fro v tc=1 ev►t3E '1 o v� a/v!d et61.A 12 arru1 CevWe t (e. wov'k 2 L doYle wt ii -} e atriewal 4 f 4hrctv4 , Joy eWial 1 i41 tiezA1 - -} te r c V %- 444-4407 aid sf r44.,tur-e -}-o imilovtn -tom v c arrov4s1 rrior fee) v ridee'a b y fir) co e — �' r �. I revtc , 41cv- riain ' 4wOwto +i) 4Vw toca-c t ohm . 4. Fk9vIdde rev «d .detail d to 5 cha 1 e�Ci'crtior itr)1 4 Yarn Citive "'t ern' r ra' vide vnaki u.. -a,G ✓cr�e ±o tli3G 1.31U1 IA r h .vii , �ti 1 vi wa, a. u rc_o} That f L1 d evel o `file 4'YU v ra.) e V7 1t�c�tr , ar vri y weYe c-o vi er}1 Lai + 1 °,.t prO b l vn amal t &w t A kv ca ct l/I 4-oWectial emel u V&6 l uf' d I t/I• 4 -7i3- ' /s -v 4? (,)Z HOWARD A. KINNEY, A.I.A. 200. rtAVM. N.S. 4 7�Z h � DELLEVUI. WA 11004 �fll 1l0 1007 ... i Makawi o4 va 1411 4 Avc Suc ld l v>i Seadtf6) Art-I-es.1t'1 am -tdiet 2wri+In slam Rvt evv 87 -7- 04 S C (0, ' 1{/t Ye�3vDYla- C to catin me nt - 1►rj //vote ) .ter July S, 1007 to Doa vie -, u 0.14. . -pe110 W1 ri re*/ 1 W o.� eth Flo ria t a i l icr ►z etr�lo rcclaNv a "Ric €'" 'c... �tRG�q C'PG . e lettc.r. aivrawedia 4--to W1 Fitt WI 14 ov v Y 1 fi ezti-1 o tr1 L4 Th 10 1 lei 1 o corn ph 1 W1-141 e c,A You Should .61.1e0 Ire a4 V t l 13Ia ' t 1� l Ket tee—ty cep,' op ew kflev a 'iotGA ,v1 ' is k ttowi +6' amei 1 Itiew c leadme.401 c_ovtivr�c - { f i t ru o l±a,4t- , Jew M w • AIR CONDITIONING DESIGN & INSTALLATION Howard A. Kinney, A.I.A. 200 112th Avenue N.E., Suite 206 Bellevue, WA 98004 909 SOUTH 28TH / TACOMA, WASHINGTON 98409 / (206) 572.9484 July 15, 1987 U ATTENTION: Howard Kinney RE: Six Star Building - Thermal Performance Calculation Dear Mr. Kinney, The following figures are sums of the maximum and actual thermal per- formance values for this building. This letter will serve as certification that the proposed building meets or exceeds Washington State Energy Code requirements. Wall U values are based on frame construction with R -19 batt insulation. Ceiling U value is based on wood decking with built -up roofing and R -30 batt insulation. Maximum Thermal Transmission allowed: A 141411 Transmission Value +( D Roof 5960 .035 209 Walls 3738 .25 935 TOTAL: 1,144 Proposed Actual Thermal Transmission: A U Transmission Value Roof 5960 .028 167 Walls 2424 .044 107 Glass 1314 .65 854 TOTAL: 1,128 These calculations also include slab -on -grade perimeter insulation with an R -value of 8. Please call me if you have any questions. Cordially, iar�egel .E. Project Manager LH:skc AIR CONDITIONING / SHEET METAL / REFRIGERATION / PROFESSIONAL ENGINEERS / SERVICE & MAINTENANCE 1 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 126r. PLACE KIRKLAND, WASHINGTON 913034 EVERETT TO V4 /s- W ce cI Co-p, 76// sX80 - Kc? 1 vl%, 1208) 623.9800 12061 239.0817 ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No._� 30599 No, DATE 7/9 87 CERT. NO. 874> - 5 9 PROJEC �/ L S11X 5 1 et. (, &ld LOCATION /y6o/ r %/ .t.✓kJ,C,i[ , 11. lc/ w1I / BLDG. PERMIT NO. 4 "- P/ J OWNER WEATHER C I &(,G/L( TEMP 5.60 AT 7;30 AM AT PM t:NGINEER ✓J n/ ARCHITECT I-low a►rcl Al k h I1ey CONTRACTOR EP,'/-e F -cs r We 3,o.4 CGt sti� TRUCK SAMPLED /OFj TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 8115 -Pipl d 8- 4. 2 g WATER \‘'l 1S-o0 5L° TOTAL /362- 7/9 E3 -c .. Z // \'-1,`-100 56o COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE 71 9 DESIGN WEIG HTS % MOIST ADJUSTED WEIGHTS CEMENT ___fflq 6 ,2600 STRENGTH PSI 31so SET No. FA. C.A. 7/9 8- 4. 2 g WATER \‘'l 1S-o0 5510 TOTAL /362- 7/9 E3 -c .. CYLINDER NUMBER DATE MADE 71 9 DATE TESTED x- /(o AGE DAYS 7 SIZE 2X4 WEIGHT TOTAL LOAD 99Ov STRENGTH PSI 31so SET No. /300 130 ( 7/9 8- 4. 2 g // \‘'l 1S-o0 5510 /362- 7/9 E3 -c .. Z // \'-1,`-100 56o PRODUCERS: CONCRETE M ` 11 es Cc, nC, CEMENT r / CU. YARDS PLACED AEA ADMIX. /60 `f oziciA cAC12 % DESIGN STRENGTH / / 24113-32; PLACEMENT AREA & NOTES �f1 L9 n' @� I e 1'7 !4 U hf P j P1' /e S, JV 6 Zi 13 - 35 / 2S13-14 #7 -19) IGC-zu; 240-3/, 18-46 2C -17f 2G13 -17; 2'1b -27 'cold tl« tivc c,4e.dJ.is/,o/ f, 1 /es 41-Z6; :35 -Z7. COPIES TO:L 3 (_. ruJ 7 —01 `(i I l INSPECTOR: SIGNED: TO' l CASCADE TESTIN L.ABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 126•.. PLACE KIRKLAND, WASHINGTON 9803A EVERETT fi)F. S db LJ ('&9 7611 s'- .)c) Tfr c)A , 92C), 12061823.9800 12061 259.0817 ATTN• AS REQUESTED BY» THE FOLLOWING WAS NOTED: PREVIOUS -'.36) / REPORT No._ ( J (O No. 26600 DATE 3O rnz9 87 CERT. NO. 87,-59 PROJECT S1K. &-TAk LOCATION pi / 77v7Z h'8 9N ,41)L= BLDG. PERMIT. NO. y76g_ OWNER WEATHER SO Ai TEMP. AT Cs C/ e) AT gZt AM PM ENGINEER /�/ 1 Ki / - /� / . P u ) ARCHITECT f �DL!%1IeD /4 . KA/A Y CONTRACTOR Ce).S7-10D e010 9 I _r ig T7rl(l - 4 S. sE•PU1°E - /0 " HDE- Ac-n/V G- DEL w 4i0/0/c'a)E1l /lAALs. ze42 . Agir • __AU4��7) 776 , Z4 /' "2/T- g a3f/Z7 7D ON -IM-Tr F(; f5i 2.106-,s/0144 y,- � : 5:75 75S si- 7Z P3 L W)1 /2/rED . V 5 e y. ft)160E L-- 713 Pi'/i /S Ls. e T giorEe SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES 10'" i'• 1i'� \' "a..' INSPECTOR: FIELD REPORT j/Yileite ( SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 128TH PLACE KIRKLAND, WASHINGTON 96034 EVERETT T O —U)i / uU 14/E 70/ s /00" frraT (A)4. 9 P'63a (2061823.9600 120E8259.0817 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA t, • SEE FIELD REPORT No 28038 No DATE an nisi, g7 CERT. NO. 276- Sy PROJECT SW S°7M ' t LOCATION W •g!)r CIO / y 7E/202 BLDG. PERMIT NO. L /7{ '1 OWNER WEATHER &IN TEMP. AT 8:150 AM 6y° AT PM ENGINEER r . K. PAW ARCHITECT . ruAta CONTRACTOR /� /�/� L�GJ/ Cc/E• TRUCK SAMPLED /1/ TRUCK TICKET No. / 31,a TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 7:g y'- 7 ci J is/a 5-, 7ssdc 72° 6v° g 7 TOTAL 1 Go.poo S 6 Q() as =g , 7a7 ap 6015o . 5 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS ^/o MOIST ADJUSTED WEIGHTS ■ ■ CEMENT St. 61yQ• So STRENGTH P51 SET N0. FA. /t/93 7- 7 ci J is/a \ ,a1©, o00 t\a a WATER g 7 TOTAL 1 Go.poo CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET N0. 09s -fG 7-30 7- 7 Qid \ ,a1©, o00 t\a a re 7 7 G A 1 Go.poo S 6 Q() as =g , 7a7 ap 6015o . 5 PRODUCERS: CONCRETE Mil - AEA ADMIX. CAC12 /�/�% PLACEMENT AREA & NOTES SEA' ,r' `-� T %, ` 6o. CEMENT _Ts CU. YARDS PLACED 1.15 cc) DESIGN STRENGTH :36 �/ ` 1 INSPECTOR: COPIES TO: 0.-f")( - l-� F 1[�7) ed 1 CA-)C/ /B-1)/n7 <� SIGNED: T r CASCADE TESTING LA N C. TESTING 81 INSPECTION / ENe�'/ I TS 12919 N.E. 1267.+ PLACE KIRKLAND. WASHINGTON 98034 (206/ 822c3.9800 EVERETT • •'i,.� . . I ( 2 ' 12b61 3 700 17 ' f�.11� 1Vv Od. Banta • TO lL ESTabOD ( E 7 )11 S / RD's' KI7VT a)R. 9 F'6 3.a ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. 28038 No DATE an kraL te R 7 CERT. NO. 276- S9 SLUMP PROJECT SIC Simile UNIT WEIGHT LOCATION 4O TEMP. / (160 / .7717- gtetag4N BLDG. PERMIT NO. (/7602 OWNER 7 WEATHER (Y TEMP AT l O AT g%QQ AM PM ENGINEER K Y' ) . PAW -7° ARCHITECT it WO A . Y / /VA/r}' TOTAL CONTRACTOR mik' TOl /00 ° P--,;7 TRUCK SAMPLED /1/ TRUCK TICKET No. L/ 3 /,a TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 7:g 7 7 Q 1 2 1 WATER 5, 7sy� -7° 69 TOTAL P--,;7 c/s.g COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT P. S44, so , Sk5 STRENGTH PSI SET No. FA. CAA / get? 7 Q 1 2 1 WATER pVa '--\ ` y o TOTAL P--,;7 c/s.g CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 0 2 c g 7-30 - 7 Q 1 2 1 \ " a 0 ) 0 ° c, '--\ ` y o .9587 P--,;7 c/s.g PRODUCERS: CONCRETE MILES AEA ADMIX. PLACEMENT AREA & NOTES -S�� /CC' ` 4E Q.6 6 CEMENT // r _T CAC12 90 CU. YARDS PLACED 1716. C (t) DESIGN STRENGTH l J COPIES TO: ( 1 INSPECTOR: SIGNED: N. Bt. WONDB.BER ga bMNBO0o9 D IOd 200 - 112th Avenue N.E. Bellevue, Washington 98004 (206) 455 -9616 June 19, 1987 Ms. Becky Kent City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Dear Becky: This letter will serve as our request of the City of Tukwila to correct some information shown on the building permits and inspection cards for our Interurban Avenue South projects. This is important to us because the two projects are independently owned and financed and the lender will require correct evidence of publication of building permits for each project. The permits and inspection cards should read as follows: 1. DT &C Building - 14601 Interurban Ave. South, Tukwila, Wa. 98168 Owners: - DT &C Partnership P.O. Box 81247 Seattle, Wa. 98108 2. SIX STAR Building - 14501 Interurban Ave. South, Tukwila, Wa. 98168. Owners: - SIX STAR Partnership 1024 South Bailey Street Seattle, Wa. 98108 We are planning to close on the two construction loans on Wednesday, June 24th and would therefore appreciate the corrected materials before then, for the lenders review. I would be happy to pick them up in person in order to save time. Thank you in advance, Since ly, Mark A. Sandler M.N. Sandier & Associates, Inc. - Projects Developer MAS:ss Real Estate Development — Financing — Investments ASSOCIATED EARTH SCIENCES, INC June 9, 1987 Project 8706 -04 D T & C/6 Star Partnership c/o M.N. Sandler & Assocs., Inc. 200 - 112th Ave. NE Bellevue, WA 98004 Subject: Clarification of 20 March Interurban Property Tukwila, WA and 3 April 1987 Letters Gentlemen: This letter is to clarify the changes in design which were presented in the abovementioned letters. The current acceptable design is for 18 inches of structural fill under the floor slab and to tie the slab into the building's foundation. If you have any questions, please call. Sincerely, _ ASSOCIATED EARTH SCIENCES, INC. or T "Lo Gary T. L'gbdel l , P . E . , Principal/ 903 . 5TH AVENUE KIRKLAND,` WASHINGTON 98033 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 June 9, 1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -04A (6 Star) Dear Mr. Griffin, We have received additional informatin for the proposed project and have reviewed the foundation for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. All our comments have been answered satisfactorily. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Howard Kinney 5220 Highland Drive Bellevue, Washington 98006 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 June 8, 1987 3110 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -04A (6 Star) Dear Mr. Griffin, We have received additional informatin for the proposed project and have reviewed the foundation for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and or drawings. Additional structural comments may arise when the building drawings are reviewed. Structural 1. Note on drawings that the slab on grade must be isolated from the building foundation including grade beams. 2. To obtain passive resistance against lateral translation, paragraph 6.1 of soils report requires that, grade beams must be backfilled with structural fill. Specify on drawings how far out structural fill should be placed from perimeter of building and also specify the placement procedure. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Howard Kinney 5220 Highland Drive Bellevue, Washington 98006 Joe Maw WRIPTIM JUN - 9 1987 CITY OF TUKWiLA PLANNING DEPT. June 4, 1987 Project 8706 -04 DT& C/6 Star Partnership c/o M.N. Sandler & Assos., Inc. 200- 112th Ave. NE Bellevue, WA 98004 Subject: Gentlemen: Aral ASSOCIATED EARTH SCIENCES, INC \FIgEllY ff. u‘l iuw 051987 MAHAN & DESALVO, INC. 6 Star Building /Wall Plan Review Interurban Property 144 Block of Interurban Ave. N. Tukwila, WA This letter is in reply to the plan review performed by Mahan & DeSalvo dated May 27, 1987. In addition we have reviewed the design drawings for the retaining wall. In our soils report we recommended using an active pressure of 75 pounds per cubic foot (pcf) for design and suggested that an appropriate factor of safety be included in the structural design of the permanent wall. This appropriate factor of safety should be included in the design of the steel and in design of the wood lagging for the wall. By Code, the steel should have a suitable factor of safety. For the lagging, we recommend that the design be 100 percent of the given lateral pressures. We have reviewed the design of the solder pile wall. We find that the design is consistent with the recommendations presented in the soils report. It should be noted that the passive lateral pressure used in design was based soley on that portion of the pile embedded in the dense sandstone. No pressure was given for embedment above the dense sandstone because the upper soils would require movement before full passive pressures could be mobilized. The solder pile embedded in the sandstone unit is not expected to yield and thus resistance of lateral active pressures would be soley by that portion of pile embedded in the sandstone. 903 • 5TH AVENUE KIRKLAND, WASHINGTON 98033 (206) 827-7701 The piles will bear in sandstone with a minimum embedment of 3 feet if the upper portion is weathered, or, 1 foot minimum with refusal of the auger. Please call if you have any questions. Sincerely, ASSOCIATED. EARTH SCIENCES, INC. Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 June 3, 1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -04A (6 Star) Dear. Mr. Griffin, We have received plans and calculations for the proposed project and have . reviewed the foundation for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and or drawings. Additional structural comments may arise when the building drawings are reviewed. Structural 1. These items must be placed on drawings. Foundation notes must include design assumptions which were derived from the soils report. List type and capacity of piles used. State in general terms material into which piles will bear on. 2. These items must be placed on drawings. Note thickness of structural fill to be used below slab on grade per soils report. Also note that the slab must be isolated from the building foundation. 3. These items must be placed on drawings. Note allowable passive resistance pressure assumed in resisting lateral translation and describe placement procedure for structural fill to . attain this pressure. 4. The last response submitted included a reference to piles embedded in stiff silt. The soils report does not indicate that this is allowed. Please submit statement from Geotechnical engineer if he has developed new recommendations. June 3,1987 Duane Griffin .City of:Tukwila Re: 87 -R -04 Page two • Note on drawings that Section 10 /S1 is typical. . Provide copy of letter dated April 3, 1987 from the Geotechnical engineer regarding structural fill below slab on grade. 7. Provide design of perimeter grade beams at shear wall locations. Include 2nd floor and roof loads in beam calculation. Grade beams support shear walls which support floor and roof loads. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith Howard Kinney . 5220 Highland Drive Bellevue, Washington 98006 Joe Maw Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 May 27, 1987 31 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -04 (6 Star) ffC;)1�_fl CAI 2r 1987 r : I 1 U.UKVVV:LA DEPT. We have received plans and calculations for the proposed project and have reviewed the foundation for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and or drawings. Comments for the foundation permit are 1 through 10 for the building and 1 through 4 for the soldier pile wall. We have included some building comments which will need to be addressed for the building permit. Additional structural comments may arise when the drawings are more complete. Structural 1. Foundation notes must include design assumptions which were derived from the soils report. List type and capacity of piles used. State in general terms material into which piles will bear on. 2. Note thickness of structural fill to be used below slab on grade per soils report. Also note that the slab must be isolated from the building foundation. 3. Note allowable passive resistance pressure assumed in resisting lateral translation and describe placement procedure for structural fill to attain this pressure. 4. Show isolation material between slab on grade and grade beams. Provide transverse reinforcing in pile caps. Show 3 bottom bars in Section 6/S3 per call out. 5. Underside of interior grade beams are about 6" below underside of exterior grade beams. Provide detail showing connection where they meet, including reinforcing requirements of interior beam. 6. Calculation Sheet Cl shows design of interior grade beam. Beam size, span and reinforcing are not as shown on design drawings. Revise calculations for actual conditions. May 27, 1987 Duane Griffin City of Tukwila Re: 87 -R -04 Page two 7. Provide design of perimeter grade beams at shear wall locations. Include 2nd floor and roof loads in beam calculation. 8. Lateral calculations show a shear wall schedule on Sheet L -5. Show schedule and locate shear wall types on drawings. 9. Shear wall holddown designed on calculation Sheet L4 is for 16' long shear wall on west side of building. Provide similar calculations for all other shear walls including interior shear walls. 10. Provide holddowns at outside ends of interior second floor shear walls. Column loads do not appear to be sufficient to resist uplift. 11. Note in structural notes that wood truss joist shall be sized and detailed to fit the dimensions and loads indicated on the plans. Structural calculations shall be sealed by a structural engineer, licensed in the State of Washington. Submit shop drawings to the engineer and building department for review prior to fabrication. Specify on drawings all superimposed live and dead loads truss designer must design for. 12. Provide calculations for two span continuous floor beams. Floor beam spans are in excess of 20' designed for in calculations. Revise calculations for actual beam spans. Show if beam web stiffeners are required over columns. 13. On Section 6/S2 and 9/S2, show connection of exterior glu -lam beam to W21. 14. Show connection of angular shear walls to floor above. 15. On second floor plan call out of steel column is missing on south side of interior beam at stair wall. At east projection of building steel beam must extend to south exterior wall, this is not obvious on drawings. 16. Show attachment of roof diaphragm to 2nd floor shear walls to transfer 636 plf per calculation Sheet L -5. Lateral soldier pile wall. 1. List basic design criteria in general notes. 2. Geotechnical engineer must verify what is meant in the report which states "75 pcf active pressure is an ultimate value and an appropriate factor of safety must be included in the structural design of this Mahan &DeSalvo May 27, 1987 Duane Griffin City of Tukwila Re: 87 -R -04 Page three permanent wall." Should a'higher active pressure be used in the design of the wall? Should the allowable passive resistance pressure be reduced? • Geotechnical engineer shall review design of soldier pile wall to assure consistent interpretation of soil values given in soils report. . Soils report specifies a passive lateral pressure value for piles embedded in the dense sandstone. A value for embedment above the dense sandstone must be given and used in the wall design since sandstone is not located at pile embedments shown on drawings. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget. Smith cc:. Howard.Kinney 5220 Highland Drive Bellevue,. Washington Mahan&DeSalvo 3 April 1987 Project No. 840301.2 D T & C /Six Star Partnership c/o M. N. Sandler & Associates, Inc. 200 - 112th Avenue NE Bellevue, Washington 98004 Subject: Reduction of Floor Fill Thickness D T & C Building 14500 Block of Interurban Avenue Tukwila, Washington Gentlemen: G T LOBDELL GEOTECHNICAL CONSULTANTS JUN u 5 987 MAHAN & DESALYO,iNC. As previously planned, the shear wall loads were to be supported on the floor slab. In addition, we understood that warehouse loads would be imposed onto the floor slab at some locations within the building. Present plans indicate that the shear wall loads will be supported by piling and that floor loading will be typical of one -story commercial office buildings with no heavy loads. Because of these changes, we are reducing the required thickness of the structural f111 which will be constructed under the floor slab from 36 inches to .18 inches subject to the following conditions: 1) The subgrade must be inspected by G T LOBDELL, Geotechnical Consultants and approved prior to placement of the structural fill. If any soft areas are encountered, they must be removed and replaced with structural fill. 2) Compaction of all structural fill must also be inspected by this firm and approved prior to pouring concrete for the floor slab. Sincerely, G T LOBDELL, Geotechnical Consultants Id 4 OONA L LN;4644 104110 NI 10111T •OTHELL, WA 1111011 ( 11011) 41111 -111114 per49//1- c C h ch t� �/j�y� !"y� rS� ( 1 4 04) 4/ 41 40' e/vri b u.);)/ delqded cY b)ctc6 , - ► 20 r th ftcwe i ( o 4. , se perc)4Q pp ) i'e cti) ` ,47, 1:5-sue s€e atrak eor nek1141 r /t) i' . 9kg. ti‘ utfyl,e. / ppr `1908 C City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (208) 433 -1800 Gary 1. VanDusen, Mayor MEMORANDUM TO: File co -a 7-1LI 7,'j'4 -ikt ' keliq FROM: gr_Cii9, k.tilib DATE: 5'LI - ?'j SUBJECT: Feb() )T4- C 6../L ,.e.. /t VJ3LLa'l rt it I II q ICS 6 Tip. i-vi 0741. 8d cl q, , h /gasp ► t =-� 4.4 d ,5g Laidia cal c u i cop. a v ors t /a S'L2, b0 P/cn Checie 1,50 6.Wch(M(.. ;� 5I.56 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard TuY;w11a, Washington 98188 (206) 433 -1845 BUI' )ING PERMIT APPLIC TION Control 1 Site Address ( 44Do (•-ocK1 (v- l-reR.VP -eq0 AVE-5 Project Name /Tenant -FAR 1a viL.01s,4G- AND 2z -rfaiN R .G. 5`Is-r•c -1 Valuation of Construction ti 3 6(o o o Assessors Account# Property Owner 1) PAA-rt- Let:rsmIP Address ( .0 , 201. St Z41 S G6-r-CLE \A)R'• Suite# # S9a47 Floor# Applicant Address N, SgtJPLC + irsic., (N c, too L11:1741 AVM ,mot• E, IJt= ll_c= vlJ�:� Architect /Engineer 40wPAD K(,a i•kt c1 t. (A Address 2.00 L t2.4 Avs 1-k. s , C3� L��\fU 1 l/�v�_ Contractor ' --j o 04 C o O- p. License# W esrw cJ I(l PR Address 1 ('t ( S ti ec7 S T. <-Y1 x%14 Class of Work: ❑ New ❑ Addition [l Tenant Improvement ❑ Remodel (residential) El Reroof ❑ Demolition ❑ Interior Demolition ® Other OutL.oiN c �ouNflfl-riorJ Describe work to be done Co,vs -c(LiJ . -non) di t3u(Lo►tJ0- -FouJJ9Rrioti) GNU •SLRb (it) 4- Phone 76'7 —67—S-0 Zip 9e1.08 Phone 455— 47 Zip c 3ocr.:14, Phone 45575,- IGp 0 3 Zip `r(Soa4, Phone 25'( --863 Zip 9$037 Type of Const. (UBC) \/-'i`I• Occ. Group (UBC) $ -2 Square footage of entire building t1,916, Square footage of tenant space 3k t OD Building Use Poop 'N ote.GRAC• -e ©pF(cc Will there be a change of use? ❑ Yes E No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes No If yes, explain I L) 1 N G. l/ I- I_ $ t. (-2.( c—r- C D (3'( oz.( N tc L e g_s. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION ,1'0 DO THIS 1•IORK. Applicant /Authorized Agent (signature) (print name) (n,q�-rtij N. SANDLER Contact Person (please print) MK. -rto J. SANDIER_ oA Date .5—// 3/ 87 Phone (,6 FEES: Building Permit Fee Plan Check Fee Bldg Code Sur Charge Energy Sur Charge* Other OFFICE USE ONLY (000/322.100) $ (000/345.830) (000/386.904) 1.50 (000/386.907) ( ) Receipt# Receipt# Receipt# Receipt# Receipt# *New construction only p0,i, 5.13..g70TA14:?3Q b (OWES: $ o6iftwii pani ieLvi .11,UU Fee 0 3`8 (8 be SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entire Building: OLT Date Paid Date Paid Date Paid Date Paid Date Paid FLOOR USE /Occ TYPe SQ.FT. OtC LOAD USE /Occ Type SQ.FT. LOAD 0CC TOTAL TOTAL USE /Occ Tvoq SO FT. InAn SQ.FT. OCC. -TOTAL TRACKING BLDG U FIRE COMMELTS, �:viva Q :� Approved for Issuance To Mahan: 5 -tp-S Date Approved: Approved Initials) Per letter dated Fire Protection: ❑ Sprinklers ❑ Detectors Type of Const. PLNG ;61 ck Its not- need ' ..'ea) nitia Approve • ❑ BAR ❑ Zoning Setbacks: N S Parking stalls required for: Site Parking stalls provided: Site ADDITIONAL PARKING STALL REQUIRED: s L NI U E W Tenant Space Tenant Space P sA Approved (Initials) INI T ok-t J &- Per letter /plans dated____________ _.. • CITY OF TUKWIIA - r`•!' \t 6200 SouthcenterfBoulevard BU'' " 'NG PERMIT APPLIC 'ON r , ��y. Tulrrila, Washington 98188 Control # Q / -p (2U6) 433.1845 Site Address �t�,C�.N fpWy�gy� _e), Suite# Floor# Project Name /TenantJX lattie Slt (d lye 4A .4PJ -em so12, Valuation of ConstructioOlti224in27 Assessors Account# Property Owner _A I. , Phone. 7 7-' aea&s Address +/ , ,� _ `r 1 W: Zi p eag(Q8 , Applicant y�G, , Phone DES gb/6, -: Address .i, .. ,� r„ k .. Zip 00 Architect /Engineer HOW O� , . y1n -I A. I • A Phone 40arj... fib' 3 ' / Address / • a7 ° '� � UU A Zi p geat34 TIL Contractor 1 -,,-1 , ,•,... , . — License# one 051w406a6 Address 144 `.-141", rY Zip gQin25Z. - Co 0 7.:] Class of Work: NI New Q Addition (] Tenant Improvement J Remodel (residential) [] Reroof Demolition J Interior Demolition D Other Describe work to be done 4d--. [ •, lk, • -Jr, [, 1 4 N ' Aegi L1 44w � - a is i // !.r /�..7114111 Imo— Lrr iis A Ili : • dr/ . [— , [ , _ -b , • o Const. (UBC) v-114 Occ. Group (UBC) e,...2. Square footage of entire bui ding i b elAgJ Square footage of tenant space Eki jene, Building Use Will there be a change of use? Yes K No If yes, describe change of use, incl ding squ re footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? [] Yes x No If yes, explain 4D • G 10 U1 L4 1 / ,. [I r r r / / a / . I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION •ND KNOW THE SAME TO :E TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) "��; , r �� .� , , Date 4-110 - (print name) ��,�, � A. . A Contact Person (please print) ,, � ' Isteldi Phone 4660160Z, FEES: Building Permit Fee (00► OFF USE ONLY 2.110) $ Receipt# Date Paid Plan Check Fee (000 45.8 1• Receipt# Date Paid Bldg Code Sur Charge (000/38..91') Energy Sur Charge; (000/3:,, Other 1 ( 1.50 Receipt# Date Paid 'd ) Receipt# Date Paid ) Receipt# Date Paid IF *New construction only TOTAL (OWES: $ ) 1 SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir Building: FLOOR USE /Occ Type, SQ.FT. LOAD USE /Occ Type SQ.FT. orc LOAD, USE /Occ Typ SQ.FT. OCC ICAD TOTAL SQ.FT. TOTAL OCC. TOTAL, TRACKING DEPT. DATE IN DATE OUT COMMENTS BLDG _ pprove or suance ypi e ofConst. /)eeGa 154774.•G /,,t•9o._ f. ry' ,e/1 ,c4JC ;6, /_Cci.d. _.c1- -fl / ,4 ,;111..L _y -- G1 -8,,7 To Mahan: 6=1p-61 Date Approved: J Approved (Initials) Per letter dated FIRE Fire Protection: • Sprinklers Approved (Initials) ❑Detectors • BAR []LAND USE /SEPA CONDITIONS PLNG Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: Approved (Initials) Per letter /plans datedJ22 PWD , A .,.........- • ti • CITY Of TUKWILA Building Division Southcenter (206) 433 -1849 Type of Inspection h--7,;6,.. f'ei Site Address /5!6-12/ 1.0Y, INSPE )ON RECORD PERMIT # +7/-2 -V76.2 - S1763 Date 4fr:44 1 Date Wanted 047 Project 0 710.-C_ Requestor Phone # Special Instructions .z a.m. Inspection Results/Co mment s: )2,-j" /?(:7',/..':,./....,...,/, � % „. ,r ` ,/, +1 , s . 1(/: L.T- .�-1` (r.-, `” f � .,'71 -C: s,)-1 / ,, (. ( cf- ,- }LZ1%4-e_) -C ,--Pi !I { t'l4.'__.6 -t7. j'_. !' /L /ta �t/ �',�� %•.('6 , /l' 4tx6-. Kvvn, iic71' r4Mii.4' .t4 '//_6 /' �', ud •� :t ii t• -,c..• , :c t ,, 'i .S' 92G6Z LTr j ze- ,7iEs. i L , u4.�1.+Z6�i ,L li -foiL.'. t ty- /'12..s( . ^Zc -1 . /.,t ` ,,,Le— l --•7 f. ` N•'::'ii 4 C,Ci- -'7 4. -•t /1 . -'mil. %{ CL net ,.•P� ,t l'7 _ --,k L'a'f1%Rit't.`i': 2-1Lt? (4 :(L,+.i'.' -e. %r.' 7 !, _'/' `), "6_. t. J i Inspector A9/iy►'1, Date G 1/47A7j7 CITY OF TUKJVILA. Central Permit System 7,7;77r,r7,7 Control No. - 7 -7; v - Permit No. 1/17/Z- FINAL APPROVAL FORM ,/ TO: 0 Building 0 Planning O Public Works )0 Fire Dept. O Police O Parks/ Recreation Project Name /2, / Address /, A Type of Permit(s) ) 1_1 This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. his ▪ project is NOT approved by this department; the following corrections are necessary: ""./ L..7 •'" I k, \ v , / (1..,,. .5- '7/-•,-7 P / ei 1/1 c :,/,/ .- - (.. /f f1 ) .:-.... /. ' r 0 1 ' •5 ..-2 ..... , ,-.. / ---' / •.-/ 1.2,•,— 1, I 7:2 Authorized Signature Date This project is approved by this department: Authorized Signature Date CPS Form 3 CITY OF TU &ILA Central Permit System Puc : /1-02(-1-?1-7 Wou.icL (,tire occt-LpaaL ref 6y7 FINAL APPROVAL FORM Control No. a/2-0e9- Permit No. L /`7/ TO: ❑ Building 2 Planning ❑ Public Works ❑ Fire Dept. ❑ Police ❑ Parks/Recreation Project Name DT V- (. O1c.t-6 <_,�•Dt'1 1 L. /� 0 l 7: 7 �.�'[%�'h 6 Address Type of Permit(s) C, 7. This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () () () () () () () () ( ) () () Authorized Sid /J a nature Or�'` 1/15/3/ Date This project is approved by this department: ,<% Authorised Signature /1/3-343 Date CPS Form 3 CITY OF TUKCILA Central Permit System .ontrol No. 89 0a0- Permit No. Lf. /2 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning 1g Public Works ❑ Fire Dept. ❑ Police ❑ Parks/Recreation Project Name (9TH- C ol,W » eI cki Address 1 '440/ Y AI,f Ai/AA/ au 4' Type of Permit(s) C. . c'?. This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary -" () () () () () () () () () () () () Authorized Signature Date This project is approved by this department: qek o� _ s��,... uW oiw'-r 1hsi q61441, it/zefiq I � Tu47 Author = ignat re Date CPS Form 3 J dam' gcoicY 9/C77S-7 Frei . P. 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I (44 io gt ea; RE: TELEPHONE MEMO / 0 / e L141 /'a- # y7 /2 PERSON CONTACTED: PERSON CALLING: A/Sie// geily DATE: V/ 0/P7 INFORMATION ITEMS: 7'.50 4. 144. 091 MeeZt' ' t de �- Job rt .e , y(o 4"n tekov,6 ah /cle. 5o . / D /^ e s a Z" rs r 2-he ,' i eeZ ' -y tt / SG Pv e-s-r s Sc��►eG r i� r �e►- ZJ C' Li di- / S eve h scrAi f c ,JJd i aferr/ /'O41674- eP h n e y ,4 ch,'b t' ZT) /H6P 5-,2KQ/ 4; Din -91 - J fWdfr / h Sa /ek ,ocvh Lei- (7/Lti roe /flj SL- v why / >ee� /ed4.> L , / 7/ /ez- -p` ZD 2`4e ou n e -s A/1 e_66-- dne c`;k Z"P-vc t"vk-eR/ iz-�4is Z'tidt� (levy ',P27e A",(9,-/-7 z'!e o -, ,h a/ I /d-ri s, "m4/ / 9/2127 .LJ sc`•i- Seve -4i e S�hvc Z'o ka / f../5( J. Jed et/1'51'6,n r% e se-u .i i reins. Ties rAdytf6$ 1e2 II be iZ'teal e.rr- -4 .1- coy /opened �y cm- al-t- de/ce/ co Pvi`Sed / /ate S /YG'c e G /Y/` lfe1hr Cy, Glee /ocazlow eAd -n/es ,e/4 fa n OP- and e-/ `? /I10 Gt/ €914 S Zr) 6y //' /14n S Div C 270 c?4Ae.,5rj / v! // sc-4 e a Ply 5- 61.- C 1 7 ( 1 c : 7 ( / re ill .5 / h Z. r s //7c//, n:21/10_7' v 1 / 1 0 _ dfra / / / S y 5c i `bJ42, iie il/a0e e, rier-ot „1-Lety K M Maw Associates Consulting Engineers September 22, 1987 Martin Sandler 200 - 112th NE #206 Bellevue, Washington 98004 RE: D T & C Building Dear Martin: 86100 Per our phone conversation with Charlie Swenson, you and myself yesterday, it will be structuraly satisfactory to apply an additional layer of wafer board on each side of the existing shear wall that has plywood on both sides; additional wafer board on the other side of the shear wall which presently has 1 layer. All these wafer boards that we apply should be placed with 8 foot dimensions vertical and nailing per plan. All wafer board to be 7/16" or thicker. Sincerely, K.M. MAW ASSOCIATES Joe Maw JM /sc cc: Charlie Swenson flpebecci-).0-4 amid --"faiklij adcW,.orrial icotpy f k.)ai-cry 1jv« 7b vie ilivreAlQd 6y &E56)(tate 7;51,1, la 6 f-- ��r� ►'� I I?, q0,0 1a-rss ) po r/ 7-14610t. 941cr add: CITY OF TUKWILA APPROVED SEP231987 Rb MAW Central Building 810 Third Avenue Seattle, Washington 98104 206 - 624 -7146 KM Maw Associates Consulting Engineers September 21, 1987 Martin Sandler 200 — 112th NE 1206 Bellevue, Washington 98004 RE: D T & C Building Dear Martin: NigaaVa SEP2 21987 ierdi WESTWOOD CORP., KENT, WA 86100 Listed below are some of the structural differences I noticed during mysjob site visit on September 16, 1987: 1. Over nail ng of ,plywood shear Malls. I'%X su�pi�e/ d �o� Pfau) an h �'� e a�e ' /� Y i'« S'cr- *tcga,r) c1 fc� 6,R d 7 (-e[ i� c ite cl 2. Missing expansion bolts. 3. Shear plates missing at the compression ring and fitness problem of the glu —lam beams. 4. Over. cutting at the base of steel columns. Information needed from the contractor to produce corrective measures: 1. Inspection report from the testing lab on the splicing of the column, because it was short. 2. Literature on the expansion bolts. Sincerely, K.M. MAW ASSOCIATES Joe Maw JM /sc cc: Paul Stevens Charlie. Swenson Howard Kinney Norm Bray Central Building = 810 Third Avenue Seattle, Washington 98104 206 -624 -7146 K M Maw C..associates Consulting Engineers September 22, 1987 Martin Sandler 200 - 112th NE 1206 Bellevue, Washington 98004 RE: D T & C Building Dear Martin: 86100 Per our phone conversation with Charlie Swenson, you and myself yesterday, it will be structuraly satisfactory to apply an additional layer of wafer board on each side of the existing shear wall that has plywood on both sides; additional wafer board on the other side of the shear wall which presently has 1 layer. All these wafer boards that we apply should be placed with 8 foot dimensions vertical and nailing per plan. All wafer board to be 7/16" or thicker. Sincerely, K.M. MAW ASSOCIATES ',;?'/Zrojk,Vt/t) Joe. Maw JM /sc cc: Charlie Swenson ' :Central Buildin4. 810 Third Avenue Seattle, Washington 98104 208-624-7146 • 4. Y (• Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 April 10, 1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -01 (DT & C Offices) Dear Mr. Griffin, RECElVF CITY OF 'Ttr liitA APR 10 1987 SUIWING DE.Pr, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. We have redlined the drawings to indicate a 2' -0" wing wall at the trash and machine yard enclosures. We have also indicated an HD7 at gridline B. These changes are per a conversation with Joe Maw on 4/9. All our comments have been answered satisfactorily. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Howard A. Kinney 200 112th NE Bellevue, WA 98004 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624-8150 April 1, 1987 3110 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -01 (DT & C Offices) Dear Mr. Griffin, CITY OF TUwwit..' BUI OtNI3 OEM We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary drawings and /or calculations. Structural 1. S -W on A -2 is missmarked on the east side of the building between Grids B.& C. 2. Information to be called out in the structural notes: Special inspections of concrete, reinforcing and welding; specify passive resistance of soil; locate reinforcing in 8" wall; correct note "minimum pier capacity 25k ". 3. Detail 2 /S1 shows an inadequate embedment for the holddown anchor bolt. Shear wall Grid B is missing its HD7 callout. 4. Section cut 5/S2 on Grid B has been voided. Does Section 2 /S1 take its place? 5. Provide lateral stability design of North /South enclosure wall at machine and trash yard enclosures. 6. Calculate negative moment in grade beam over interior pile cap shown on calculation Sheet Cl. 7. Show nailing of roof plywood to GLB over shear walls. 8. Clarify note "extend grade beam steel into wall" shown on Detail 2/S1. 9. Clarify pile loads on plan. 10T & 25T are called typical. Ordinance 1. Provide a smoke detector in corridor 123. 2. There appears to be a restriction of exit width due to personnel door 12B. April 1, 1987 Duane . Griffin City. of Tukwila Re: 87 -T -01 Page Two Regulations for Barrier Free. Facilities 1. The curb cut at the handicapped stall has blocked off the entrance walk. The top of the ramp is at the landscaped area; provide an adequate walkway. Washington State Energy Code 1. Drawings and calculations are in compliance. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Howard A. Kinney. 5220 Highland Drive Bellevue, Washington 98006 C: KM Maw Associates Consulting Engineers March 30, 1987 TRANSMITTAL TO Bridget Smith MAHAN & DESALVO FROM RE Joe Maw 0 T & C Building MAR 3 1 19871 • (. iT'i T1 PLAN3t NG DEPT. 86100 HEREWITH: Enclosed are 3 sets each of Si, S2 and S3 and a. set of calculations for your use. Per our conversation today, I am `also.enclosing a letter from the Soils Engineer stating that we can tie •the slab to the grade. beam and that will let us elimate the double piles system along the .grade beams. sc cc: Howard. Kinney Gary Lobdell Du`a ri e:'G r:i;f f i Central Building 810 Third Avenue Seattle,. Washington .98104 .206 - ,624 -7146 oltr City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1206) 433 -1800 Gary L. VanDusen, Mayor March 25, 1987 Mr. Martin Nu Ssandler.. M.N. Sandler J< Associates„ Inc. ?c ::) • 112th Ave. N,I 'Bellevue, WA 9E3004 RE; New Office l:'uiidi.-tc::) for -r L). v; 0 Partnership at L44'..)) b..:c:k: of litter- urban Ave. South; f't- tl.:wi:1 _a, WA Dear Mr. l•:; a}. r'; t::l l e r ., 'rte".? Public Works J.i +p a rr t m e n t has r &viewed your C7+ 14 ;lone:. (.; "'.1 of 14 and requests %a resubmission per comments; Curb Cut Access/Sidewalks The-plan i..•'«1 which shows :indi.c :zte the edge a•f the IiE?nt-te:1c:;t'.6: ?d :1. :the existing the plan .drawing„ Also; r°c)rath .:ty and' scheduled ta gutter. sidewalk is 11 .'l.'1 be < . i t. i plan rl • -- :I. the fo.11.c;)wl.rlg the curb' cut /access s sic :Iew,sai :: does no l: existing r "1:7adw. y and the fog 1. i roadway and fog line be :i. den's: ::i. f i e En• is't: i n g utilities adjacent, i :Cant'. I.:'. C; C h +:.: be relocaated. due to the. new 'cur..b clearly -identified as•1::d t :he typE •t: t..t1 i].'.i.'t ! E:; S and proposed I^'e:alocati.c3rl of these l.tti1.1•tie".?s, i nc:i!adir g e:•, i. st.i ng City storm drainage 'System, 'at' the Southerly access The plans shcall indicate that the curb and gutter/sidewalk :?t -tt i. t:: per the on-file, City-designed Int :r r-t.tr "b%an Ave:, Ia :1 n %:, and 11` cl sAde i:t-tr' "b and gutter and utility relocations. It :1':s not clear from the drawings whether or not the cie-vel. C.)h1!1;'in ht. l).d:ing the Curb and gutter and sidewalk 'at this ti.foe',, _!r :o;mt:i.•LI_:inq to a putting up 130/ of the Cost of t:;aS.s curb .and gutter/sidewalk and associated drainage ht! i.tt.i 1 :i. ty- rc 1. oc:a I ::i c.:)ri ;�i t C) r- m I71 ^• r� .i. n rtr� �-� _ 4= y � t thin, A F.i t::) i...i. s report allowing -for the, drainage e p ro n and C: t.t i t:.:i1 t V .::'it l l: I:tack of the parking tot shall be 'Provided ft:.tr Public Wor'•t: :•.s o=_tl. reyi 4.•t.i and .approval as p,:art. 'o'f' 1 h' Ia I. n c?' LA1::)iTt:l sr.'3], r.?rt u The 6" ADS 'pipe sholem in toe bottom left hand r.:o; nc+i of 'sheet >i- ol. l he changed i r'c m F:L)S to Ch1F•', Question: --is the storm drainage system going to the south end of the de instead of coming into the catch basin at the center of the 'development in front of the southerly access of the development? The note on sheet C-1 on the bottom of the sheet indicating "obtain offsite easement" for the storm drainage system, shall be provided as part of the plan resubmission. A seeding program shall be devised and included in the note for the swale system. 3. Sanitary Sewer On sheet A-1, lift station #4 easement and right-of-way shall be defined on the plans drawing. Signs identifying the Tukwila utility truck parking stall shall be provided as part of this design. Also, the access point in the southerly driveway for the utility truck shall show it recessed. The existing force main and sanitary sewer main adjacent to Interurban Avenue South, along with any utility easements, shall be identified on the plan. A review of the City's Comprehensive Sewer Plan with respect to adequacy of sewers in the vicinity of lift station #4 shall be provided by your civil engineer, and a review of the capacity of the existing systems to allow this new construction at this time relative to the abandonment of lift station #4 (as required in the Comprehensive Sewer Plan) shall be provided for the City staff review. The sanitary services, including size, depth and location, and backfill material shall be provided on the site plan A-1. 4. Water `.-em/Fire Hydrant/Landscape Irrigation The City ' ^.' .sr main shall be identified on site plan A-1, including,.�.�, ants designated by the Fire Department, that provide ad 4Ate coverage for the development. The landscape irrigation system, including exempt meters/deduct meters, shall be provided on an additional site plan which indicates all landscaping, including a DSHS-approved backflow prevention device. (Landscape irrigation does not have to be part of this resubmission at this time.) Domestic water meters located and sized for this development, including the services from the existing water main to the development, shall be shown on this plan A-1. „r • • • Requested s .resubmission of your site plans, per the above comments. If I can be of further assistance do not hesitate to call me at .433 -1856. Phil Fraser,. Senior Engineer /cd xc: Building Official Planning Director Ted Freemire Dave Grage Permits Coordinator •, 4 • r KM Maw Associates Consulting Engineers March 23, 1987 Bridget Smith MAHAN DESALVO 1411 — 4th Avenue Building Seattle, Washington 98101 RE: D T & C Office Building Dear Bridget: Listed below are my responses to your comments on the above project. 1. Will comply. We have provided a grade beam and a pile at the end of the wall. 2. Please see calculation. 3. Will comply. 4. Will comply. Please see calculation. 5. Vault has been deleted. 6. Will comply. 7. Will comply. 8. Will comply. 9. Will comply. 10. Will comply. 11. Please see detail. 12. Sheet C3 is deleted. 13. Calculation for the stability of the concrete wing wall. 14. Will comply. 15. Will comply. 16. a) Will comply. b) Supervised. c) When it is not call out on plan. d) Please see attached letter. RAW Niii ........ ..._. MAR 24 19871 CITV Cd'r PJKV%'iLA PLANNING DEPT. 86100 Central Building 810 Third Avenue. 'Seattle . Washington 98104 206- 624 -7146 March 23, 1987 Bridget. Smith D T & C Office Building Page 2 comply. Will comply. Will comply. Will comply. Will comply. See j) Will nominate inspection team. Sincerely, K.M. MAW ASSOCIATES roof framing plan. NMOEngtg APR O?1987 D. 20 March 1987 Project No. 840301.2 MAHAN & DESALVO, INC. D T & C /Six Star Partnership c/o M. N. Sandler & Associates, Inc. 200 - 1 12th Avenue NE Bellevue, Washington 98004 G T LOBDELL GEOTECHNICAL CONSULTANTS RECEIVED a�,n Subject: Shear Wall Piles - Pull -out (Tension) Capacities D T & C Building 14500 Block of Interurban Avenue Tukwila, Washington Gentlemen: 3 1987 re,,,pRIM MAR 2 31987 M ARAN & DZSW10,1 %C. We are pleased to present allowable pull -out (tension) capacities for the piles under the D T & C Building. For 16 inch diameter piles which have a minimum embedment length of 10 feet below the floor slab, an allowable pull -out capacity for short -term transient (wind or seismic) loading may be taken as 16 kips. We have also reviewed our recommendations for not tieing the floor slab into the grade beams. It is our opinion that if the 3 feet of structural fill recommended under the floor slab is uniformly compacted to 95% of the Modified Proctor Maximum Density using ASTM:D 1557 as the standard, then settlements of the floor are expected to be minimal and the floor slab may be tied into the grade beams. We are confident that these additional recommendations will aid in the successful completion of your project. If you should have any questions, please do not hesitate to call. Sincerely, G T LOBDELL, Geotechnical Consultants T P.E., P.G. 10480 NE 2018T 8OTNELL, WA 08011 (200) 480 -7904 REEE c:IYOFruIV nvILA APR 10 1987 4UOLULNQ Dom„) • City of Tukwila Fire Department Gary VanDusen Mayor Hubert H. Crawley Fire Chief Fire Department Review Control Number 87 -082 March 16, 1987 Re: D.T. & C. Building - /00 Interurban Avenue South, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 • City of Tukwila Gary VanDusen Mayor Fire Department Hubert H. Crawley Fire Chief 4. An approved ire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) Local UL Central Station Supervision is required per (UFC 10.309) 5. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 6. Fire hydrants are required as detailed in City Ordinance #729. 7. This office is to be contacted to witness flushing of underground piping and 200 psi pressure tests on all sprinkler system piping. (NFPA 13, 1 -10.2) 8. Protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) 9. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 10. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 11. All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. File ncd Gty of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 City of Tukwila Fire Department Hubert H. Crawley Fire Chief OFFICE MEMO TO: Building Department FROM: Fire Marshal Doug Gibbs SUBJECT: D.T. & C. Building - /Oa Interurban Avenue South DATE: March 16, 1987 U.B.C. 3303(e) — South exit corridor may not exit through warehouse. U.B.C. 3305(a)- Exit corridors shall not be interrupted by intervening rooms. U.B.C. 3305(g) - Corridors serving an occupant load of 30 or more shall be 1 -hour fire resistive. City.. of Tukwila, Firebepartment,'444 Andover Park East,.Tukwiia; Washington 98188 (206) 575 -.4404 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 March 12, 1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -01 (DT & C Offices) Dear Mr. Griffin, RECEIVED CITY OF TUKWILA MAR 17 1987 BUILDING DEM'. We have received plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary drawings and /or calculations. Structural 1. Shear walls must be rigidly tied to the building structure. They cannot, therefore, be supported on a floating slab which is free to settle independently of the building structure. Provide a grade beam supported by piles at each end below all shear walls. Develop uplift capacity in piles at end of shear walls. 2. Provide calculations of foundation system which show how horizontal forces at bottom of shear walls are resisted by passive earth pressure or some other means. 3. Please clarify, on foundation plan, which pile (10T or 20T) is typical. 4. Spacing of anchor bolts at bottom of shear wall is insufficient for loads shown in calculations. Refer to UBC Table No. 25F for allowable shear value in 1 -1/2" thick bottom plate. 5. Show vault details and pile locations on drawings. Also show other addenda items on drawings. 6. Specify plywood nailing for interior shear walls to develop calculated forces. 7. Detail 2/S1, holddown shows inadequate embedment of the anchor bolt. Provide through bolts at studs for holddowns. 8. Provide a note that specifies Section 3 /S -1 as being typical at all exterior columns. 9. Section 11 /S2, call for corner bars to lap horizontal reinforcing. 10. Top plate nailing of 16d at 4 "o.c. and 10d at 4 "o.c., shown on Sections 10 & 11 /S3, are not adequate to transfer lateral forces shown in calculations. 11. Show nailing of roof plywood to GLB over shear walls. March 13, 1987 Mr. Duane Griffin City of Tukwila Re: 87 -T -01 Page Two 12. Which shear walls does sheet L -3 refer to? Roof plywood nailing of 10d @ 6" o.c. is not adequate for 9lOplf. Also, how is uplift of 12.08k resisted? 13. Clarify which wall is being designed on calculation Sheet D -2. 14. Calculate negative moment in grade beam over interior pile cap shown on calculation sheet Cl. Provide adequate reinforcing. 15. Provide lateral stability design for wall at loading dock shown on Section 10 /S2. 16. Structural notes; a. Reference both soils reports performed by GT Labdell. b. Note that Geotechnical Engineer must be on site, at time of pile installation, to determine depths of piles. c. What is the meaning of "minimum pier capacity 25 kips "? d. Specify passive resistance of soil. e. Show F'c = 3,000psi on drawings. f. Minimum concrete reinforcing shown in notes for 8" wall has not been located in wall. g. Specify that welding will be performed by certified welders. h. Specify welding electrodes and appropriate ASTM & AWS references. i. Specify glued - lammnated combination type which allows for top tension laminations for cantilevered or multiple span beams. j. Specify special inspection per UBC Section 306 for concrete, reinforcing steel and welding. Ordinance 1. Please clarify the use of the warehouse. Is it to be used for storage? 2. Show compliance with Section 3305(g) and (h) for corridor construction. Regulations for Barrier Free Facilities 1. Provide curb cut details and signage to show compliance with Section 7503. Washington State Energy Code 1. Provide OTTV (overall thermal transfer value) calculations. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Howard A. Kinney Mahan &DeSalvo City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor June 25, 1987 M.N. SANDLER & ASSOCIATES, INC. 200 112th Avenue N.E. Bellevue, WA 98004 Attn: Mark Sandler Re: DT &C Building and Six Star Building Fee Summary Dear Mr. Sandler: Per your request a detailed outline of the building permit and utility permit fees for both the DT &C and Six Star buildings follow: DT &C BUILDING - 14601 Interurban Building Permit #4712 Building permit fee Plan check fee State surcharges TOTAL Utility Permits Curb Cut /Access /Sidewalk Storm Drainage Fire Loop /Hydrant Sewer Water Meter Special Assessment Temporary Water Meter (renew every 60 days, $100 each renewal) TOTAL Ave. South, Tukwila, WA 98168 $ 953.00 $198.00 paid 4- 27 -87, receipt #7074 $755.00 paid 2- 18 -87, receipt #6018 619.00 Paid 2- 18 -87, receipt #6018 16.50 Paid 4- 27 -87, receipt #7074 $1588.50 (0 owing) $ 25.00 25.00 25.00 170.00 1550.00 1452.88 100.00 Paid 6- 19 -87, Paid 6- 19 -87, Paid 6- 19 -87, Paid 6- 19 -87, Paid 6- 19 -87, Paid 6- 19 -87, Paid 6- 19 -87, $3347.88 (0 owing) receipt receipt receipt receipt receipt receipt receipt #7948 #7948 #7948 #7948 #7948 #7946 #7947 • Page -2- ' M.N. Sandler & Associ &.s, Inc. - ' June 25, 1987 SIX STAR BUILDING - 14501 Interurban Ave. South, Tukwila, WA 98168 Building Permit (retaining wall) #4763 Building permit fee $ 337.00 Paid 6- 11 -87, receipt #7825 Plan check fee 219.00 Paid 5- 13 -87, receipt #7390 State surcharge 1.50 Paid 6- 11 -87, receipt #7825 TOTAL $ 557.50 (0 owing) Building Permit (foundation) #4762 Building permit fee $ 238.00* (administrative fee) TOTAL $ 238.00* Paid 5- 13 -87, receipt #7390 (to be deducted from building permit) Building Permit (building construction) - in process of being reviewed Building permit fee Plan check fee State surcharges $1979.00 Not paid 1286.00 Not paid 16.50 Not paid SUBTOTAL $3281.50 Administrative fee - 283.00* (Paid under permit #4762) TOTAL $2998.50 ($2998.50 owing) Utility Permits (Curb Cut /Access /Sidewalk, Storm Drainage, Fire Loop /Hydrant, and Temporary Water Meter permit fee all covered under DT &C Building.) Water Meter Special Assessment Sewer $1550.00 Not paid 1636.83 Paid $1634.24 6- 19 -87, receipt #7946, owes $2.59 170.00 Not paid TOTAL $3356.83 (owes $1722.59) In addition to the utility permit fees listed above, the curb cut /access/ sidewalk permit for both buildings require that the developer provide the City with 150% of contractors estimate to construct curb /gutter, and asso- ciated utility relocations and drainage modifications. Page -3- Sandler & Associa-"s, Inc. June 25,'1987 This summary includes all fees known at this time and does not preclude any additional fees imposed as prescribed in the Uniform. Building Code (1985 Edition) and other Tukwila Municipal Codes (i.e. reinspection, additional plan review due to incomplete or revised plans, etc.) If you should have any questions please don't hesitate to call me at 433 - 1851. Sincerely, Qe5Pt ;10)4 Becky L .. Kent Permit Coordinator 4.12. GL-ne4tA, P, ► {G��-�,� war k , Qr4c.P rip ' _k 13 Dpcf-e 1 nc -e 4-t-D 3°cc-? pe 1.. (,t( �e�l) • • M. K. O&KIDLEEQ o aago©o9 OH& 200. 112th Avenue N.E. Bellevue, Washington 98004 (206) 455 -9616 February 18, 1987 Mr. Duane Griffin Building Official City Of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Dear Duane: RECEIVED CITY OF T ;it'Aft1A FEB 18 1987 6iJILi�1;�1t� OF.Fti. Enclosed please find building permit, utility permit and grading /fill/ excavation permit applications for phase I of our Interurban Avenue South projects. Also included are six complete sets of working drawings and structural and civil engineering information. Please note that we have not yet selected a general contractor, so that information is lacking on the applications. We are currently out to bid and should have a general contractor selected within 3 weeks or so. You will be notified as soon as that occurs. If there are any questions that arise during your review process, please feel free to call the project developer, M.N. Sandler & Assoc., at (206)455 -9616 or the project architect, Howard A. Kinney, at (206)453 -1603. We will be happy to assist in expediting the permit process by delivering, picking -up or obtaining any additional information needed. We look forward to a smooth permit process and the submittal of permit applications for phase II within about 5 weeks. Thank you in advance for your attention to the application. Sincerely, Mark A. Sandler M.N. Sandler & Associates, Inc. MAS:ss Enclosures. Real Estate Development — Financing — Investments cle f-; (ad t cm . clIpu fie ► lit' do1.€5 ?mFofED . c oIicRET- __ �iin vu vais el Gkc k , ott ed; h VCLtr,CeC'. `. . L) off. : a& 04 /, (�1) : :..1 Jtt51 . SQUARE FOOTAGE /OCCUPANCY LOAD Control # `7-052, Tenant 07-4-C ith�G Floor #.� USE INFORMATION SQUARE FOOTAGE :Lvcu.eMa-xxii iasq etnibil /0.P 1 0 Cunclvtrm 1pinlp _OetedmiN222.4.2_ a9y TOTAL For' mati4,9 oyes OCC GROUP OCC LOAD 6-A 605 / 45-� g7ao 13-4x 1(2-7 Floor #WYletZCLi'U/I,Q USE SQUARE FOOTAGE 6�o9ye (niech f 4o) 308 TOTAL OCC GROUP OCC LOAD 13a 0411_1110x) eal66 e� U/1/ q,95� va,l uabr i ,Da,&v fl' cif - y2 //7 30 x ,90 =642,57 L/'2 . 69 x 995v = 6/.3/ 57/ va2ac.6-10 Aultdi4 19,e,onle Fee. 1g 9a3 oz) Pafi fee 6/9, UD 4zcv+.eG12ry,ed /Z0,67) I5s8,5o City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (208) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM TO: 01-5,7-0a,2; DT gl-C ( b * L/71 a) FROM: 42(A daukliz) DATE: 9'028--E7 SUBJECT: p/Xrn4 re6s COYr1.ch'OYJ The, oriecil 4-tteb 1,0bLe, (-rnixamedatect. 624 /1 IA /_, .4, %I lid OBI / &A • . /_ ()a-, ;25- 8-2 /`�•s.�` City Of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (20S) 433.1500 Gary L. VanDusen, Mayor MEMORANDUM i TO: u, t t C L q- DT e l - (OCt igM) I 105 FROM: , r.it iv ga,a.L4 DATE: '7-.2a -E7 SUBJECT -: L)/2 -14,1 (U-10-71., 4 Fc CGU �iJg (I) -0 Tip 1 / -T) *u 1-%0,5 o1[, V 5140,50 = L $x15913 LJ W4(L 7 61, painii't- Fer, V,taxw auk. Fc1 07-4-C (DO-4 Qpn f q5U Tc t, L'4L 044 ct, u4 ,57 q,G50 v i Uv.57 = higQ, 57 ' ,8idq- )0A- +,rrulf Fce 01441, awl. Fee .1. A 0 �aya,5v DATE: CITY OF TUKWILA USTOMER CHARGE TRANSMITTAL f(- 46- EMPLOYEE'S NAME: CUSTOMER: CHARGES: DESCRIPTION Building Permit Plan Check State Bldg Sur Charge State Energy Sur Charge Sign Permit 3 i 2 /9 ACCOUNT NUMBER AMOUNT 000/322.100 $ Si/ j 0-6 000/345.830 000/386.904 000/386.907 000/345.830 ❑ SUR CIIARWI TO dE PAID LATER S33 0v TOTAL $ /3 3 `7 oz.) CITY OF TUKMILA Building Division BUILI(ING PERMIT AJr�PLIC� —lON 6200 Southcenter Washington Boulevard (Owl la, Washington 98188 e �`y� Control # e9,7-08(9-• (206) 433 -1845 L Lots 4, 5, 6, and /1'in Block 15 of Hillman s Seattle Garden Tract Site Address South 144th Street and interurban Aventte South Suite# Floor# Project Name /Tenant D T & C BUILDING /McCabe -Damon Company Valuation of Construction- O L/ 3,1-7/ Assessor, Account# Property Owner D T & C Partnership Phone(206) 767 -6250 Address 5960 6th Avenue South P.O. Box 81247 Seattle, Washington Zip 98108 Applicant M. N. Sandler & Associates, Inc. (Developer) Address 200 112th Avenue N.E., Bellevue, Washington Architect /Engineer Howard A. Kinney, AIA Address 200 112th Avenue N.E., Bellevue, Washington Phone(206) 455 -9616 Zip 98004 Phone(206) 453 -1603 Zip 98004 Contractor Not available at this date License# Phone Address Zip Class of Work: ® New 0 Addition [] Tenant Improvement [] Remodel (residential) J Reroof Demolition E Interior Demolition [] Other Describe work to be done Construction of a 9,950 square foot office building with attendant ingress', egresses' and landscaping. Type of Const. (UBC) 5 -one hour Occ. Group (UBC) B -2 Square footage of entire building 9,950 Square footage of tenant space 9,720 Building Usepood brokerage headquarters office bldg.Will there be a change of use? 0 Yes No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? 0 Yes © No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATIeN AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION DO THI WORK. Applicant /Authorized Agent (signature) (print name) Martin N. Sandler Contact Person (please print) Martin N. or. Mark A. Sandler Date February 18, 1987 Phone (206) 455 -9616 OFFICE USE Ofd! Y FEES: Building Permit Fee (000/322.100) $ C - ,do. Receipt# - A7 Date Paid- .27 -57 Plan Check Fee (000/345.830) , ;QQ Receipt ;0/ Date Paid .-_--)- - -r Bldg Code Sur Charge (000/386.904) .50 Receipt# - 0 c., Date Paid _ jarf Energy Sur Charge* (000/386.907 15,077) Receipt# Date Pai • . AIM Other ( Receipt# Date Pais *New construction only }y SQUARE FOOTAGE /BUILDING USE INFORMATIO T ` /56g, 50 (OWES: $ 21'-/.50 ) ,* Square Foota•e .f Entir- pcLi`O 1370.0 a -1 a-8-7 Buildin.• x(001 6 FLOO'. ..21r-sfrs • i AC.P.frai'rr: USE Occ T •: SI.FT. SAD USE Occ T •: Ss.FT. LOAD USE Occ T •: Se FT OCC •p AI (tAL SOFT. CO7 ' TOTAL OCC. MWAIMM - s MIV AM :PW 4a7 AE-__ �MEN ■� �s 11111� TRACKING DEPT. B DG DATE IN DAT 777% COMMENTS ,\U fit l Approved for Issuance Type of Const. To Mahan: a, ` -6r* Date Approved: FIRE,� �� �;.\ y *" A I� /`1 3f Oils Approved Initials), Per letter dated fir 1" Fire Protection: prinklers ❑ Detectors ilia ,,��yy�tt� l� Arc G-13:7) PLNG / �ii0 1 a 1�`„1 Jr �/ Approved' Initials) nit ■ AND USE /SEPA C6NDtfifi1NS Zoning Set)cks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: 4126,. PWD / �/ Approved (Initials)/r,/ - Per letter /plans dated • tii , Site Project Valuation Property Address Applicant Address Architect Address Contractor Address Hauling Address Describe BuildingT Division GRADING /FILL 6200 Southcenter Boulevard • Tukwila, Washington 981811 (206) 433 -1845 PERMIT APP Lots, 4, 5, 6, and 7 in block 15 Address South 144th Street and Interurban, /E�,XCAVATION LICATION CONTROL# cif Hillman's Seattle Garden Tract Avenue South Suite# Floor# Name /Tenant of Grading Owner D T & C OFFICE BUILDING /McCabe Damon Co. Not available this dateAssessors Account# D T & C Partnership Phone (206) 767 -6250 5960 6th Avenue South, P.O. Box 81247, Seattle, Washington Zip 98108 M. N. Sandler & Associates, Inc. (Developer) Phone (206) 455 -9616 200 112th Avenue N.E., Bellevue, Washington Zip 98004 /Engineer 200 Howard A. Kinney, AIA-' Phone (206) 453 -1603 112th Avenue N.E., Bellevue, Washington Zip 98004 Not available at this date. License# Phone Zip Co.Not available at this date. Phone Zip the purpose and extent of fill, excavation Quantities not available at this date. or grading To grade to building elevations. Cut (c.u.) Fill (c.u.) I CORRECT Applicant Contact Two (2) sets of grading /fill /excavation plans must be submitted which meet the application Building Code. A soils engineering report and ($100.00 Fee) to the Planning Depart- yards or more. /excavation of cubic yards or more. map, and permit fee of $25.00 are required. requirements of Section 7006(d), 1985 Uniform engineering geology report may also be required. An Environmental Checklist is required to be submitted ment for any A Hauling permit grading /fill /excavation 500 cubic is required for any grading /fill certificate of insurance, route A $2,000 bond, HEREBY CERTIFY THAT I AND THAT I HAVE /Authorized Agent Person (please print) HAVE READ AND EXAMINED THIS APPLICA ION AND KNOW THE SAME TO BE TRUE AND THE PROPERTY OWNER'S UTHORIZATIO 0 DO T S WORK. (signature) Date 111ary 18; 1987 (print name) Martin N. Sandler Martin N. or Mark A. Sandler Phone (006 455 -9616 FEES: Permit Fee Fee Grading Plan Check Other OFFICE USE ONLY (000/322.100) $ Receipt# Date Paid Excavation ;: KIN (000/345.830) Receipt# Date Paid ( ) Receipt# Date Paid Ordinance #1341: TOTAL (OWES: $ ) ❑ Bond Required: $ Cert. of Ins. Amount $ 1'. UHi t IN U 1 1 1• • BLDG Approved for Issuance PLNG a�Q .,� approve' nitia s • SEPA Checklist requi , : L] Yes ❑ No SEPA Determination £ )f S SEPA File# PWD Approved (Initials) Hauling Permit Required: ❑ Yes 0 No „ l CrArovn 12 Gki ) ‘4 ■ 1•16c- ri4otle UI li�1 to 4- %e Gil-4 o Tukl ut ells Idt H to 4- 4owerAPA -* C Ef7taici. Ile. C 'v1 �i-ruc- t o vi 14a 141 o prolole v11 ' har�/� ce oft 'k 1 W 14 I i Mote- ± wle o +ile Witt' vh t' -4 ocat i 0 vi if (le. a u1eV cam” F1 it WI - 1e, rett1 -Oe ivi 4--,f1 $e •w41 tkevl c.ieri,v9e. co l U err i 1 e Ne d 4t tet� MDe.ki fo re-G I\!e .sheat}i1 E vI rorev-ki prel -he th, r of co M h tt o'h ove- 'madi l t 1 4� t�n0� 0-2 +k 1cak wai ' 4444 ct 1, out niters or co l VVfl V1 , Nuvrtr©U tao l tt w �.. - P-cov0 ti q or AU l 4 -1.1/e, d l C.t l k mie. C rhi 7t11 k 10,/ 1.14/e-44t- ±O 61AI JO QdJD 1lt . i-v a�v1d "ib a l tier. 1 � Qivhov v1-t- la or: ttori1a4- `ola, - 1Gt.�'1 -PverAiliv9 'st"o r Woke ce trI tA e4/-4~t o vl amai 1 Lae -1--ed it? u -adA v orie. vl I h (1�° ✓ a44 Anse t"o *4e talk. ) reca vo vhcy7da t o t4 cur ma�� 1. L-e.a.ve ad t 1Y6uYi wv1 U vicDvre 1 Tev- 1 a airvovez1 �9 G {" iV1�t loll 2. Provi,A e ccouvie.vttatiovt C1MA data,41 - MIA/ C Ye v e. wov k 22 la✓ doll e wtfta .-�- e� v v I e,t deft vat Main , Ail l l e.' ) avid d rW)1 N1s sh 1 l�e�►.+ *k �.Yr 9 z ri� r-g ib' Awl (44 ure louiovn-ViteA o vi 1 ror to t->- week Ile. .vtide -ta.keh e cortr -- --Law- Flam ' )Ow,09 fo dootiwati 1oceittiovi .'. 4. Po v t evt'e . c1etau l dmutor elaaincov9 4 . -pwn 'i 4.vvm9vit Iv yzev-1 c1 , rrov(cie mats u f=eC r Icatt oo 5 Per ��YI fD I(rte UIld6r1� . cL vnevIt. Mr. vt -PP rvi wad afSurcA That devela rcv ) The Y tktb aind w�Y* qtectaft9. covtee -vi l loci +ke rrolalevn' and wooW eve441 e. -Port +Wtt li'mEr ea V/u ve.& Q 1 t a14 • 47/7- 477,z H2000 • 1 A. AN V &' N.I. 4-7 SUITE > BELLEVUE, WA N004 1.0W7 Ma/ham 14U 4144 Ave Sucldivi WA cas toi Ati-e rh ot4 e2-'diet Svar i f9a41 Ogtv ► evv 7--1 04 E.77 ( - gst"k I vt rc�r:2orr0-- to coves vne vit ►ri pow )etter a� Jult 0, lew7 179 L7oa n 4 Tu1.2w1 k. fi,11, W11-11 1- e-/leW 4 b lc plaios, GL 1 lcr �� evlclai e....9a.trA ,o vh w1-A,y ov reef .1-4-1p1 cat, o tri cornplt a.$4 W 1 -x-17 fin e ceej� You s ov Id 61,14o lam 4 v t Th pia v . 'wt v'cc- i vet CV cd a -�}rie: Vev t vv i4o-rcel ovi the t°01129141 -111 tt-cF GLw 1 V I4w G leadtevieel 4 ` e c. c vn v 1 *Iry CO hsv lia.v�t" , Jt° it • JUL E'q.'!)\M\ti"),\O 1'l 1987 k Q�jt:i� CITY F. PLANNtnir, url�atsoe�w . Wvo�/ 0/17,1406 v/virlii,ei()44/Xb r11.3.1E$).1.-"Crill CEP 2? 1987 cin% OF .TGRTA/ . PLANNING GaPT, AIR CONDITIONING DESIGN & INSTALLATION Howard A. Kinney, A.I.A. 200 112th Avenue N.E., Suite 206 Bellevue, WA 98004 909 SOUTH 28TH / TACOMA, WASHINGTON 98409 / (206) 572.9484 July 15, 1987 ATTENTION: Howard Kinney RE: ,Six Star: Building- Thermal Performance Calculation Dear Mr. Kinney, The following figures are sums of the maximum and actual thermal per- formance values for this building. This letter will serve as certification that the proposed building meets or exceeds Washington State Energy Code requirements. Wall U values are based on frame construction with R -19 batt insulation. Ceiling U value is based on wood decking with built -up roofing and R -30 batt insulation. Maximum Thermal Transmission allowed: A U Transmission Value D. Roof 5960 .035 209 wkw�q,� • ''' Walls 3738 .25 935 TOTAL: 1,144 Proposed Actual Thermal Transmission: A U Transmission Value Roof 5960 .028 167 Walls 2424 .044 107 Glass 1314 .65 854 TOTAL: 1,128 These calculations also include slab -on -grade perimeter insulation with an R -value of 8. Please call me if you have any questions. Cordially, 7 ' G.( Larry Hegel, .E. Project Manager LH: skc AIR CONDITIONING / SHEET METAL / REFRIGERATION / PROFESSIONAL ENGINEERS / SERVICE & MAINTENANCE CASCADE TESTING LABORATORY. INC. TESTING B& INSPECTION/ENGINEERS/GEOLOGISTS 12919 NE 1261.+ PLACE KIRKLANO, WASHINGTON 96034 EVERETT 12061 B2 TO' bties7- w 'dD no P OG 1 1987 7‘7/ S /eli CITY Or I u,Cvou_N L/2/91 PLANNING DEPT. ATTN• AS REQUESTED BY: THE FOLLOWING WAS NOTED: Z5 ' ii U/ _ I PREVIOUS REPORT No. No. 34927 DATE 9- 3 0 - 0 > CERT. NO. 97d --3- s PROJECT .D re '2L09 LOCATION /yea /NThla v26)=111) BLDG. PERMIT NO. ',47/e. OWNER WEATHER r Le p/2 TEMP. AT AT AM PM ENGINEER 3-- of in F; tC) ARCHITECT . JY) d,q/eD ! ,E'Ijvey CONTRACTOR ujesThvea/J ea/2,o 2 0/9.5-4c: c: '2I.4 re Leff, A Ivor ,7 3'x16 s .1 7e : L. 14 / 10eL2,,.1,y L4 y Us /Iv 7 7e'/ /Ye)Th ,( n/L ( ,. ho.,) /nc >°el9 /9 /u. R R. p. P.2.T7f,eD W9Lde% E'Lec7eI)DPS t3Lsa pLvr Lveth/„v/ dam' s-A14.7 13o4rs ALL weld /nli >o o jz iR-A 6 y &ea h.>'L SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: r vW ' r / l5 /d -3 • , r T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION/ENGINEERS/GEOLOGISTS 12919 •.E. 126,1, PLACE KIRKL AND, WASHINGTON 96034 EVERETT TO: C A . / (36I:./, 12061 823.9800 12061 259.0817 1:E M ; t.t) A el Z ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA �T. SEE FIELD -� REPORT No.__ 4'? __ 28180 No DATE 8(-5 -8� CERT. NO. 8 co -s8 SLUMP PROJECT LOCATION L4.LJ I r.1T EA- •-)11-1241.1 YEILD CEMENT FACTOR I3LDG. PERMIT NO. OWNER AIR U / WEATHER ('vr-A, C.G,S —7-- TEMP .S (c AT G .7o AT / AM PM ENGINE R K.N.. ),A Av./ 3!5Dc.) 1 „^^ W ARCHITECT N-o g/-3 A- r A . 1.4.11.i f.t I c1— CONTRACTOR t)LS; ,✓oa cl 1, ' TRUCK SAMPLED /3 TRUCK TICKET No. 4435 4-C) TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR U / Z II .44 14 C.A. )520 q-1,c,ot:7 3!5Dc.) 1 „^^ W W Y-1Q c1— TOTAL r. c, 71 c\-\ Z 8 w COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS ?b MOIST ADJUSTED WEIGHTS CEMENT ..617/ U 0. SET No, FA. / /4/80 S -I•Dt .44 14 C.A. )520 q-1,c,ot:7 3!5Dc.) WATER W Y-1Q c1— TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No, r tC-1 S 8 -s S -I•Dt ti I1xit 11 q-1,c,ot:7 3!5Dc.) W Y-1Q c1— z8 r. c, 71 c\-\ Z 8 w PRODUCERS: CONCRETE "o/e ES CEMENT AEA ADMIX CACl2 PLACEMENT AREA & NOTES L,‘A. 0ki P /��1c. �r.F, .t7 c✓ \ S - I 1 �J CU. YARDS PLACED I (4 DESIGN STRENGTH S G 0 0 INSPECTOR: ---)rt 747 . � ” '�' .-G • COPIES TO: •'` SIGNED! TO• C CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT btASTt.Joo c1 3 ,,. `4 (011 g,. !8o (208) 823.9800 (206) 259.0817 7J. Ks al L.JA g803L ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 4 3 9 REPORT No S 28180 No. DATE 6 -5 ... 8 '4. CERT. NO. 8 -Co - .sS SLUMP %AIR PROJECT + !F7 YEILD CEMENT FACTOR —. TEMP. LOCATION 1 u-4 H I NI-rE . -' .641.1 �A/ (i-1/... T i a / •I BLDG. PERMIT NO. 4713 /Z (4'; OWNER )820 Q %OO 3soa WEATHER OVE.g-Ga*S -r TEMP. S(, AT 9 AT 20 AM PM ENGINEER 1C , h•kl . },.A Av✓ 15$,000 5590 ARCHITECT 40443 .r.-=‘ A . 11.I N N cd �``� 1� -v °\—ca■ CONTRACTOR K/E S i t.4./D O ,4 Co 4", �J \5(3\ )506 5CoL TRUCK SAMPLED /.3 7 TRUCK TICKET No. 4 5 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR —. TEMP. CONC AIR a / •I C.A. )820 Q %OO 3soa WATER acifi- 0 • ck -A TOTAL 15$,000 5590 �``� 1� -v °\—ca■ Z 8 1 \5(3\ )506 5CoL COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT _ 6.4/0 STRENGTH PSI SET No. FA. /480 c6-1 a C.A. )820 Q %OO 3soa WATER acifi- 0 • ck -A TOTAL 15$,000 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. atr-I 5 8- s c6-1 a E%fI^,t (: Q %OO 3soa acifi- 0 • ck -A 78 15$,000 5590 �``� 1� -v °\—ca■ Z 8 1 \5(3\ )506 5CoL PRODUCERS: CONCRETE h'%/( E S AEA ADMIX CAC12 'K DESIGN STRENGTH S O O 0 PLACEMENT AREA IL NOTES y L4a. 4 O■ti P.,401 / ^&Lf' `� �"� 1 S - 1 CEMENT g sc CU. YARDS PLACED COPIES TO: k-k3C "i'VkGD g- 1 1 9-3 INSPECTOR: SIGNED: .yc 7.1 . 1)•4.1 tOe/4iTC' 1 TO. CASCADE TESTING LABORATORY, INC. TESTING at INSPECTION / ENGINEERS /GEOLOGISTS 12910 NE. 126..+ PLACE KIRKLAND, WASHINGTON 00034 EVERETT 12081823.9800 (2091 259.0817 Go ti C -9-49 // �, / gQ 72 1<6 4v-cr ,,ti,4 98 0 3z ATTN• AS REQUESTED BY THE FOLLOWING WAS NOTED: PRCVIOUS REPORT No. No. 26733 DATE p CEQRTT.. NO. Q PROJECTT. 1 c LOCATION �j / 4 42 j /A/ ?E R viz 6.441 BLDG. PERMIT N OWNER WEATHER aVV /LCA .$ ? TEMP. 6 (• AT AT ,..Le: AM PM ENGINEER K . kit , kAAo.,J ARCHITECT HsiG3 P -ci A . i. (M/.l P1/4.i CONTRACTOR (Ai a s-r ,,,-) 0 0 .:=1 Go 4 i . woo�//1/4l/3 A r E , S S SE,e.v / C r s rJ,c iZF 6_ 4...s V/( In / 24. di„:..:4t ?o, /,413 c9F b i3S At S / /C.S M.o /ui 4 p'tµJ A d v s Tom^" N TS (/� rG S r / C4) t/ IC� di") TV/ /S 01/4-74 0 r /eh /AOC • 61-4 cx-1,0 d41. •4//f g A • c,c, Z. a/./ 3 r eerie, /-/ trio /AiTA /n/ / j 4 - . 1 -sty ,;c_ .16 4 6 �Nc. Sc)/.••C /4'd /kY /72/G e. 4Z ct,u /e,u -7- 6 r ,,, SGA).Glp Tom• r 5 z -,' s -r 3:v.14. 4LS SEE TEST REPORT NO 72 /8o HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO ■ �7� \C-CSD INSPECTOR: FIELD REPORT SIGNED* C CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T.+ PLACE KIRKLAND, WASHINGTON 96030 EVERETT To. W E4TWGOD GOaPRAT(£»J 7 (o 11 100Th KEJTr WPB. C101 3 Z M081823.9800 12061 269.06 17 ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD Z q SO REPORT No. 28855 No DATE A-. AUI', IR0 / -7 CERT. NO. /� 07Gv' SO PROJECT ID C 6L.1,1 >. %AIR LOCATION 1 4 4 0 0 1 I)TELI) AIO TIJKW I LA BLDG. PERMIT NO. 471 -7._ E7 - C 2. OWNER CONC WEATHER t �/ ✓k\1\1/ J / TEMP. AT AM AT PM ENGINEER K.M. MAW C.A. ARCHITECT MOW ALE A. IK11'L)I3EY \UM -15( CONTRACTOR WEST WOOS COaP. 56" TRUCK SAMPLED 14 0 TRUCK TICKET No. i .45-2_. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR to°'MA G Yzl1 7 C.A. I L. G' \UM -15( 105° 56" 213 TOTAL 7, t) 65150 5550 W2)01 —1 Zs \CA,000 5$i0 , COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 554\0 STRENGTH PSI SET No. FA. i AOD x--11 7 C.A. I L. G' \UM -15( 3`1 O O WATER 213 TOTAL 7, t) CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 'N$ b5 B✓ q x--11 7 (AIC I Z \UM -15( 3`1 O O W30G q,-t 7, t) 65150 5550 W2)01 —1 Zs \CA,000 5$i0 , PRODUCERS: CONCRETE MIL.E�� CEMENT TYI I CU. YARDS PLACED AEA ADMIX. CAC12 96 DESIGN STRENGTH OD ICI PLACEMENT AREA & NOTES AT ALL I ` "-•'LJ DI & -L E REA tvk . AT ‘OUTH IuXTELIOE_ FICTe COPIES TO: , 1o1-- O $ -f-2D wc1 Tel)) ms 9 -3 INSPECTOR.) // SIGNED: c CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126,.4 PLACE KIRKLAND, WASHINGTON 98034 EVERETT To. W E JTV\JOOD CLOEPOt AT f DtM 7(011 , i6QT'/ V\ MTr WA , 90031 1206) 823.9800 1206) 259.0817 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD T S1 .572 REPORT No 28855 No. DATE AU&;r.'t IQ 07 CERT. NO. 071a- Ski PROJECT DT C., EAR & . °io MOIST LOCATION 14 400 i KYTEp.UI?13A?J TUKAO 1 LA BLDG. PERMIT NO. " 71 'Z.. OWNER YEILD WEATHER ✓1 /MMV TEMP AT AM AT PM ENGINEER K M. M AVV b °f'AM ARCHITECT 1-101tiARL A . K111)1JEY \Uux ,53o CONTRACTOR WEST woof COLP. WATER TRUCK SAMPLED 1 40 TRUCK TICKET No, DATE MADE DESIGN WEIGHTS °io MOIST TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR b °f'AM G Yz." \Uux ,53o 3- 9 00 WATER Z2 - 1a5° 50'' TOTAL ZS W2)(51 cl..._' 20 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS °io MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD STRENGTH PSI SET No. FA. //�5�7��•0 � I4SCO '3-11 7 C.A. 1 B 2_/0 \Uux ,53o 3- 9 00 WATER Z2 - TOTAL ZS CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. `3 b5 /4 V A '3-11 7 (01\12, \Uux ,53o 3- 9 00 (M30G -f ZS W2)(51 cl..._' 20 PRODUCERS: CONCRETE Ml1 CEMENT —FY AEA ADMIX. CAC12 PLACEMENT AREA & NOTES AT ALL 1 IVTEQ.1 l>2 E7XT I ye_ % CU. YARDS PLACED DESIGN STRENGTH tOOC PSI (EA- k E .6 E4 PA AT COPIES TO: VD L 1-0\(--()) O )/1 2) INSPECTOR: 7?/4'4147 • SIGNED: 1 i.''3 .I � 1 I CASCADE TESTING LABORATORY, INC, TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 1261., PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO. WE. (Tw00 CORP OPLATIOM 100T" 12061 8239800 12061 259.0817 KL-T NT: WA , ATTN• AS REQUESTED BY: THE FOLLOWING WAS NOTED: PREVIOUS 8 a— REPORT No, .J D C/ No. 25450 DATE AUG. W I ;i07 CERT. NO. ' 7(> -.SO PROJECT DT C. R.Lt &. LOCATION i 4'00 ifJTE2_1) MAL) TL)KM/ i IJ1 BLDG. PERMIT NO. 2. 4 7 17 51 .. 08 2. OWNER WEATHER / 7! l l J IY TEMP. AT AT AM PM ENGINEER IA. , I,,A , fA /''// ARCHITECT h(ANA P— /I,KINNEY CONTRACTOR VU T 1N CV D C E Il A R,`. I N I MCI JOPL GE.ADE B EAA't X00 TI NA' S AT TVI E �0UT1.-t E XT I2.10/2_ V \ J M PLA AC COP Li /VVG- TO APP2.0VE P LAIU 5 . PA6EcZA---, I ' &J 0'0" LON& WA / A D L1 ED I U T li E SOT TEM OF C5 eA D E ff-,ENV\ AT C-�IL1 LI NE" L / A43 PEA. I FT E MUGI /U L -E2� K. M .MA W. CON L2E `f E, 3. O00 P.) 1M I X 1:—LO/V1 M I L.L'_ S 'AN\ll.. Anil!) CSI?. W EL WA 'PL1EEL ; AT TB A LUUE L.00Ar 1 ON L-: A /UL) IUIJ T NA ED Wt M s1 -1.6) U i P.ACTO At rPD WATE72 AT J 08 51 TE,(.L.-UM r" EM)(;L \/\. /.'E 1 Yz ". CAST 34 > XI " -FE T- sf'cMPL 6.> W (TIi A �-I k2_1( LUMP AT PUMP 1`10I'PEn SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: }J C - ^ L] D J 13 INSPECTOR: / Ae*1%,141: e r ,./t �1 �,- j�j (� • FIELD REPORT// SIGNED' �C + @El CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NC 126',. PLACE K IRKL AND, WASHINGTON DES E vrRETT TO t./jii 5T4.-00 O Co t'. '}- 4 l t S. t 8 o r+ [R010:tpt 4 "n114 Qi 1987 '' L.A.) A ctI & 3 Z ATTN: THE FOLLOWING WAS NOTED: XdsP FIELD TEST DATA SEE FIELD REPORT No. _ 2 No _ 7509 ..__._—..- - "DATE 4 - 2 _ 1 - 8 . q - CERT, NO. 4c' - s8 'ROJECT .> T G . L..43 OCATION T.H I '-I- 4 _ /r-.4J LDG. PERMIT NO. OWNER WEATHER G1-4A2 TEAT AT 8 °Lt AM S i AT PM I.. ∎-•Th E F v /., iv(. i(-4 AK/ ARCHITECT gJAre-J 4. /C /Jk/,J4r ;' CONTRACTOR IA) es; at)oo.=J Ca2P TRUCK SAMPLED f 4 i TRUCK TICKET No 47/Z La 9 TIME SLUMP %AIR UNIT WEIGHT' YEILD CEMENT FACTOR TEMP. CONC AIR FA. / 40'O 7-2e ✓✓✓111h, 2,8 ;i A M , / /'ZO 1 I a S.-4 \- ., \`V - 5cx. WATER 203 1 TOTAL E- /8 26 3 Z. €3- (8 2.6 v COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE DESIGN WEIGHTS °i, MOIST ADJUSTED WEIGHTS CEMENT ,SILO STRENGTH PSI SET No. FA. / 40'O 7-2e ✓✓✓111h, 2,8 ;i A M , / /'ZO 1 I a S.-4 \- ., \`V - 5cx. WATER 203 1 TOTAL E- /8 26 3 Z. CYLINDER NUMBER DATE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 2 C O ^MADE 1 -2-1 7-2e ✓✓✓111h, 2,8 ,/. / LII 1 I a S.-4 \- ., \`V - 5cx. 3 9 Be..) 5 5C 5110 203 1 E- /8 26 3 Z. €3- (8 2.6 v PRODUCERS: CONCRETE /4JLf.s CEMENT CU. YARDS PLACED AEA ADMIX. 2 CACI2 190 PLACEMENT AREA & NOTES ✓' R • l-� L/1 . ILIC /Air= S TE ►`A (�tJArC�� 1 RI. F` ,b NQ V' /l!0 �•�� J .1"'i 3 - 1 7/ S7,�c.-7,Jt -� <. et/a74 S ' J J 4/3 DESIGN STRENGTH 30a 0 ST G ror,0 c.-7-J- ' �a>-7 (c 4 — /o - & nJ %.Ga (. Gi•-'Cs A - r/ COPIES TO: ' UIC�,O M. INSPECTOR: SIGNED: CASCADE TESTING LABORATORY. INC. TESTING 8, INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 1261.. PLACE K IRK L AND, WASHINGTON 99034 EVERETT TO* f) E S -rLt10a ec �Cpll . X80 -'-� 12061823-9900 12061259-0817 r AAA 98 ©32.- 1 ATTN: AS REQUESTED BY • THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. s4�- No. 33016 DATE / - ZI -84 CERT, NO. f G - S& PROJECT 1 - c_. g L� LOCATION l 44/ T�,1 / /v reie. vA Z..9Ai BLDG. PERMIT NO 4/ 4 / Z OWNER WEATHER C C E /�t g- TEMP. 5-5 AT or r AT AM PM ENGINEER K. k4. ItitAw ARCHITECT t�•oA-)4 r.-1==1 / . /‘, AA, r . r CONT RACTOR L0E.5 71,00 en (AO R /°. N4 Fo LGo „y S .S Ezv/c C .3 c,.) E/Lk /c'��. ✓rs -TG.�I ! it/rA II :rte / t(4,/,c KJ e F �✓T✓ 2 . y e s P� c ,. ,-) o A de. s 7 C 004 /i i ,) 3. j�ivr3 /� G %/a /LJ o ,L Gd /L c. 1 %G•9Gc ,Lt r 5 A. I/-12 2'2-91 —r ck t3 1.J.4 S 0 v /2 q0 xtIbis p � � c S d / `r . /ALL .,? i t v s , A z4cere -i , e € rA 4 A. • 3 -MA) c,,: /8 3 GA- / %J kJAg O '-r OF S/£ C CSLuhtf tj " h✓° J �11P T. 1��lAti� r(.��tvnt NT ( lists . our oh S•m.c -C . alver. -re, c4 �cC.4Ys� Ajo pT'. ,.✓,4•S -Lu ,/e /ht Ta Svc . LiNj vj,r- of ;j, CC . ,q GL or'e/Z IT�/� /l S a✓t.Gc AcG-e /ec t,k.,G n� / ?/I �° v . � �, 3 I 6 Ae --, s . ee G, ,c--7-4-41 ' ,( hI(. PdC sr z. TJ �,./ i- l JI c11�. -r (, - k C s - ` / S TiP.!/ G 7-..N1-04-4-.. /JOT /e-5' O A) ao ti TRA L 4,4)z-s, X -- Cotac,. toy kettLE.S T 1.1a-e...rc NIWm'T PO4' k tei4 . ✓, 6R , rc.1 SLu►vt -rc s r 4 " co " x /Z" SEE TEST REPORT NO Z P- 5'0 J HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO �' + T- 114Q -0 INSPECTOR: zrk.. . j)„,„z FIELD REPORT SIGNED• 1 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N. 126 *.. PLAC IP14. KIRKLANU, WASHIN GTON 98 O: EVERETT TO• tkita5rc.->OOc1 CO R. r}-4 l( s . l8c 7.2 \Mr' •- 1. 1987 CITY OF TUKVVIL/, PLANN!NG r EPT i�tL -r LA.) A e So 3 2 / ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 2 8 0 REPORT No u 27509 No DATE CERT. NO. SLUMP %AIR PROJECT t) T C R l....43 YEILD CEMENT FACTOR LOCATION FI 4 *4 T_ 1 lic/TEg.i,e64.V CONC AIR BLDG. PERMIT NO. OWNER -4- yaY .A. WEATHER GG.1i4re- TEMP. Z.', AT g°4, AT AM PM ENGINEER / '.. /LA . AAA tit/ 8- /8 ARCHITECT IAJA ,d . JG1A/.✓F. Y 1" CONTRACTOR (/l) ES 7 c✓a o c=.t 67/2. TRUCK SAMPLED 1 4 4 TRUCK TICKET No. '/Z- Zc 9 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR d O 4 L /1 ` -4- yaY .A. I "Z O 11 2543 0 7z° 61" Za 3 I 8- /8 TOTAL 2032 8--(8 2d COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ..S- Ito STRENGTH PSI - FA. ! 4/6#O , -28 -4- yaY .A. I "Z O 11 2543 0 3 9 60 WATER Za 3 I 8- /8 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 2030 '4 -Z1 , -28 -4- G1 /X /Li' 11 2543 0 3 9 60 Za 3 I 8- /8 Z8 2032 8--(8 2d 1 PRODUCERSI CONCRETE Ph CEMENT CU. YARDS PLACED AEA ADMIX. CAC12 its DESIGN STRENGTH Soo 0 PLACEMENT AREA e. NOTES G i - • L•t C //VI` . S TEAR g J -L R.EF f — . 1.0, N� . I ' A/O ic-#«4 C- j j ECOc4 G-T'.T ck - (...4 6 /o - k 11 "J J 3 - 1 / S 7,4v G.7- - 'Ci 11417-4 S J J t NTe c- C/A)CY A - COPIES TO: WG - 1 UkeO .. M • INSPECTOR: j).-t"/1 '� • 4. /�� SIGNED (-7 TOW CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE. 126+•• PLACE K IRK L AND, WASHINGTON 96034 EVERETT TO• VVE4 1 WOOL L.a./LP DeA 1 I £4J 7 W1 Iv. 1201-" KENTI WA . e S D' 12061823.9900 1206) 259.0817 ATTN• AS REQUESTED BY THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. -Jr Z No. 25425 DATE JIUI_7 1`7` 1GS7 CERT. NO. s3-7 6) - SO PROJECT DTG I Lt( . LOCATION '' 1;TUKLIJ1 LA MA rte AND 1 I i' BLDG. PERMIT NO. 4712 OWNER WEATHER GLJJU1 TEMP. TEMP. AT AM AT PM ENGINEER K. .M I M MN ARCHITECT HCANIN L A . KMEN CONTRACTOR ,1N E -71A.)001:1) a.DttP, CD N CE.E T E PLACEM EMT CAN CELLED AT .J D E S ITE .6Y `AFT: A 4 CITY OF T1JAW L. /A 1 N SP NO P_ M &LEY, D1 .-7 UVEr-ED P &2 LE\ W 1 TN PLACEJVI EI'J THAT NE L. (0 1= COE.2 EC TEL SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO `1 3c - uK ED 7 -2g INSPECTOR: FIELD REPO, /4/:- SIGNED' T TO: g c CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N. 126 *.4 PLACE K IRK AND, WASHINGTON 9803,4 EVERETT 1/1A-� 1.14/(9 C(r• 7L511 S'/80t e i + 1/1/ c 12091823.9600 12061 259.0817 ATTN• THE FOLLOWING WAS NOTED; FIELD TEST DATA SEE FIELD REPORT No._._ -- _- -_- __.-- -----. ^_ 30601 No DATE /�a/ °7 CERT. NO. 876- 58 PROJEC bT fC. 7501 tci11 LOCATION L 1 //17/16r0 1 „ride,- v�lgvi% !/Q 7-vIkWrlq BLDG. PERMIT NO. 47/4 OWNER WEATHER .3c. At. s4, pl.e TEMP 8,d AT /D, u-QAM AT PM ENGINEER K'1V(I Jvla, 1 ARCHITECT o u/Ci frd CONTRACTOR f / e.s�1.v ol1 Colrt> . TRUCK SAMPLED /g . TRUCK TICKET No.4 / (J7 3Q TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR II'15' 377.�� 7 C.A7/q 103000 76 i_v 1390 7 /10 TOTAL 2,8 ZB I0X14 CX IL'' 12A 000 1`- ∎ )00o 'Ackao Ac\a 13 9 I 7 1U COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS ?o MOIST ADJUSTED WEIGHTS CEMENT Li 3 STRENGTH P51 SET No. FA. AWL 4 120 7 -17 7 C.A7/q 103000 WATER 1390 7 /10 TOTAL 2,8 ZB I0X14 CX IL'' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET No. 13 &9 7/D 7 -17 7 4)(14' 103000 3(co‘10 1390 7 /10 8 -7 8-1 2,8 ZB I0X14 CX IL'' 12A 000 1`- ∎ )00o 'Ackao Ac\a 13 9 I 7 1U PRODUCERS: CONCRETE AEA ADMIX. •VI PLACEMENT AREA d NOTES n o Ir- CEMENT t �'f v ' l 2 CU. YARDS PLACED CAC12 % DESIGN STRENGTH 300 COPIES TO ?LA-1C -� -2) -ii INSPECTOR• SIGNED; 7 >/ TO- CASCADE TESTIN .AGORA. INC. TESTING IA INSPECTION „JGINEERS /GEOLOGISTS 12919 NE 126... PLACE KIRKLAND, WASHINGTON 99034 EVERETT 11✓.c. s-cd 4 Co v- P 7oJ/ S/Rot -k t 12061823.9300 12061259.01317 ATTN• rgCCR^ JUL 2 ., 7179;-871 CITY OF TU cvvILA PLANNING; ULtff. AS REQUESTED BY • THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. 34204 No. DATE ( 7//b / r? CERT.NO S7l -58 PROJEC �; I DI C 8ut1c►y LOCATION I / 6).©/ ZI"Cfekvteb4:i Ave 7iti w-i19 BLDG. PERMIT NO. 44 7 / 2- OWNER WEATHER / SL)14 c5 in;L.6 TEMP. /_�!d AT / Go AT f.at'ihM PM ENGINEER / 1VI 1\1 cl 14/ ARCHITECT �Ij 1 �/ I -1{i W,j- -r...i /` t1 I i ti. �E-j C II ONTRACTOR ,, ,( f wOo4 Cp. —Lisp e e t1 c ! y cs•.F- Coil c [ , e P q kit/ 1 , - e ! • 6 A1^GA — eX Ie!ri oh G.ivei ;1 "et, -101- - PO of,'.-1,Jc v d Iy -f' 1 -U 14.. 1.e,e4v: L nut -1'1.e Two footlh.4s 6e1"14/z.e_vi DEt E. +T cDc 7 if 1-t9 S v b cc9 fctde q I I e. i, C 4 1/ .� 40 W ti IP f ,'vr -tM Ca L1 G V ! .=1. I-I-1 1, P. i I v-c : y s."c e( Lc. e G : 14 a C c o 4�- cia,1 c e w ,' T1'l 1 1 1 . , - e a. f- 'o v e c4 r� i Q i. g a. ic,.ci st e c'.S . / MI le5 S 6 suppled f1 sa.c.k km ,12‹ VUI'A, )3� Alax co t?1 pc? t K•Q.c S i Ze `LC19c% • S nip A-ve 3' /z„ SEETEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY 30r��� C( COPIES TO. (.) TO CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 1261,+ PLACE KIRKLAND, WASHINGTON 98034 E VERETT CCD 7C�t I s' /807 e �{ VI/4i (2061023.9800 12061259-0E117 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. 30601 No. DATE 7 110187 CERT. NO. 8 7C- PROJEC D T $ G $o 1 Id .I •-L9 LOCATION tak L, le 1R4 t T�kw;l4 /4/ `a I 1'h �I BLDG. PERMIT NO. I/ 7 /Z OWNER WEATHER d(lits4I Pt. e, TEMP. 68,0' AT /CJ/ 4.LeAm AT PM ENGINEER ki i\CI (JAI Ct. w ARCHITECT /4 0 W4vd 4 K,(fri IA c, CONTRAC OR jj �s `01604 Co G-p , TRUCK SAMPLED /al TRUCK TICKET No.4 / 6 50 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR W16 3X21/ 7 28 C.A 74 ig410 103coo 7b i v I , 0 13 9 1 171 %o TOTAL z8 cox a„ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS °,b MOIST ADJUSTED WEIGHTS CEMENT / / 4 `- q 3 STRENGTH PSI SET No. FA. oirg o 7 -17 8-7 7 28 C.A 74 ig410 103coo 34=040 WATE R I , 0 13 9 1 171 %o TOTAL z8 cox a„ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 13&9 7 /`0 7110 7 -17 8-7 7 28 4X144 woe, 103coo 34=040 I , 0 13 9 1 171 %o 8"-7 z8 cox a„ PRODUCERS: CONCRETE 1'C -_S S V CEMENT /e7tP AEA ADMIX. d CAC12 PLACEMENT AREA & NOTES I A i/V H q_ it e k tcl, ; o h a fr I. et I H ( +4.. 4"' 6 if, ••C •••( 4) 01: hi(, 0 V p _ l•- p is 1-e, g , CU. YARDS PLACED g4 DESIGN STRENGTH 3000 INSPECTOR; COPIES TO1(A.) . --fib -7 -0/ SIGNED: TO: &e, /fi CASCADE TESTING LABORATORY, INC. TESTING B INSPECTION /ENGINEERS /GEOLOGISTS EVERETT , r;j �n i 6Y•9H0 12919 N.E. 126 *.4 PLACE t/V-e s ! W oo cI Co te- 76// s /80 Ka, Pt f / /4 ... -- ..••• 12061259.06171 ail_ 24 1987 airy UI- TU NiviLL ` PANNING DEPT. ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. 30599 No. DATE 7/9 87 CERT. NO. 876 -59 PROJEC s,'x S 4-et r, 8/d ` �4/4O/ XII fGVV14,413 /AAA. rV kw,'A_ BLDG. PERMIT NO. 47/ 2 OWNER WEAT HER I C &Ilel L( TEMP. 660 AT 7 ;3Q AM AT PM JJ ENGINEER K1IV11 Maw ARCHITECT 1 .4 owik -d A. K: h li,c.y CONTRACTOR j �P'/-e Fvos { Wei-tit/Ale G Caf A Suit. TRUCK SAMPLED jog TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 8;15 0 Di 7 C.A. .rte 99ov 3iso 51° /3n( 719 E3-6. TOTAL // of 30 7/9 8- L Z6 // COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS ;b MOIST ADJUSTED WEIGHTS CEMENT $416 STRENGTH PSI SET NO. FA. ,2600 1— 1(,:, 7 C.A. .rte 99ov 3iso WATER /3n( 719 E3-6. TOTAL // CYLINDER NUMBER �... DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 130C) 7/7 1— 1(,:, 7 .. zX4" .rte 99ov 3iso ■ /3n( 719 E3-6. ZS // of 30 7/9 8- L Z6 // PRODUCERS: CONCRETE AEA PLACEMENT AREA g,17-/9) . &C- z.4) 24C -3/, 18 —46,/, +lip twC et /3l pl`leg 34-.-e6`/ .35'2%• INSPECTOR: CEMENT r/ PQ' ADMIX. / 0 ✓ 4 oz An CAC12 & NOTES 1 fit o4, COPIES TO;L C ` 711K$D 7--ZJ SIGNED: 2C— 17; CU. YARDS PLACED i-` DESIGN STRENGTH `t. i3 7 ; 24"L` 27 Cold ( 7/ T� TO • 44_ CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E 126 *.■ PLACE KIRKLAND, WASHINGTON 98034 E VERCTT igo 12061 823.9800 1206) 289.0817 ATTN• f 1i/er_ Jcd4? 1- THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No 28 570 DATE CERT. NO. No. 4044.5 PROJECT Ores aba - %AIR LOCATION /46 0/ .237 t r. eie04.4.47 4' N.. BLDG. PERMIT NO. 6 7 2 E% e 4 742 OWNER AIR WEATHE/F/ ✓J e4G4` y p'M TEMP 7 / AT AM AT ie.f('PM tNc N R ENGIN X /'( /'7Gl f.° WATER ARCHITECT re { ,l . D Kl. /* / </ /7/7&' V 7i CONTRACTOR TOTAL TRUCK SAMPLED //0 TRUCK TICKET YEILD No. 4044.5 TIME SLUMP %AIR UNIT WEIGHT CEMENT PAC, OR , TEMP. CONC AIR /7 5j f~�Lp4i 7 7/1- WATER 5 ) 7i 7/ TOTAL 7-/ 7 -29 -2- ,S" Cx9 fegaO 5-8Cov 0 s8e 7. -/ 7 -z9 ✓ 'G'.J(9 IEi too 6990 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD • DATE MADE DESIGN WEIGHTS °'° MOIST ADJUSTED WEIGHTS CEMENT gei,IA, 6 et> STRENGTH PSI SET No. FA. C.A. 7- g 7 7/1- WATER 5 ) g I l 0 TOTAL 7-/ 7 -29 -2- ,S" CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 0 £ 3 F ' 6 7. -/ 7- g 7 7/1- 12.90o g I l 0 be87 7-/ 7 -29 -2- ,S" Cx9 fegaO 5-8Cov 0 s8e 7. -/ 7 -z9 ✓ 'G'.J(9 IEi too 6990 PRODUCERS: CONCRETE /i1 /« CEMENT /..k0 AEA ADMIX. 4y C - -A°47' CAC12 % DESIGN STRENGTH PLACEMENT AREA & NOTES A� ,9r (AL y PIC.J ; A - (i;), 48 -a ,,s,4 ` 'q 'Jj c- (3. ell j c- 213 42') C - /i frl) D b' (3 ')1 C c (sq ), p -e4- (w.') ,, •� i� z��� 47 ,x.1) C. g (39 ') 1 -c (3') . CU. YARDS PLACED - COPIES TO: ( - J ► / if/r) l r l INSPECTOR: SIGNED: ••/ Mc /AL T� TO* CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT 12061823.9800 12061 239.08 17 ATTN• 76 1/ $ 1e70-7. /-<‘ /4/L o3 THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD S 1_c i / REPORT No 28569 No. DATE 6 ._-30 .` e 7 CERT. NO. B 76. ` s`p PROJECT L-; -- S fro- r LOCATION t� /44, e/ . i />'• t10r4a/7 BLDG. PERMIT NO. w 6 ?/ 4-7 `' 7 /;f- OWNER WEATHER Cie: 4 - I" TEMP. AT AM e,' AT 2._cd3 PM ENGINEER k /Y) /Y /cc L•i) ARCHITECT //C k ca.- 4 /4 k %n /7 C f✓ CONTRACTOR a a.11 '.,, Lci C o O gN _ TRUCK SAMPLED 94-/ TRUCK TICKET No. /6/ 7.5" TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2. :��c) ` 7 C.A. / �_3 cam. 124 Soo -78 453.5r 1' 6 50 7 -z& TOTAL ,�:X1Z_ Ib2OOp 5730 Q DV (.q 4— JO 7-2.$ ,i 4 >x /G.. I6 7000 ,SS 6c, COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT �e STRENGTH PSI SET No. FA. i � 4 !} :5 7'7 7 C.A. / �_3 cam. 124 Soo 12.4.0 WATER 1' 6 50 7 -z& TOTAL ,�:X1Z_ Ib2OOp CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. Q8Gz (7--.�V 7'7 7 �'klt 124 Soo 12.4.0 0 ro3 6 50 7 -z& Z 8 ,�:X1Z_ Ib2OOp 5730 Q DV (.q 4— JO 7-2.$ ,i 4 >x /G.. I6 7000 ,SS 6c, PRODUCERS: CONCRETE AEA ADMIX. G- o.i c S 110..1- CEMENT CU. YARDS PLACED CACI2 9'0 DESIGN STRENGTH PLACEMENT AREA & NOTES � C r ` i /e_s 2q, Yc,/ S / / 3 e, .7/ /f� 3cr)oo COPIES TO: W C' l)J W —7 - 8 1.30 INSPECTOR: SIGNED: /1//0/i\;y CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N E. 1261.4 PLACE KIRKLAND, WASHINGTON 98034 EVERETT (206) B23.9B00 12061 259.0917 274' // Leo h IeE'r lL 14) et SRO J `' ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD ,341-472_ REPORT No 28568 No DATE 6 --30 -87 CERT. NO. 1374 -.r6 PROJECT L) T� LOCATION 144x/ :in 7%rark /7 BLDG. PERMIT NO. 8708t-- 17/? OWNER WEATHER /LOLL., TEMP. AT q.jcAM '7 / AT PM ENGINEER IN A � �\ Al au) ARCHITECT f� ),UL L , / 1 / /1rc , CONTRACT rr /��es ics�© { r / �Fro.14) TRUCK SAMPLED TICKET No. 4o eel' TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR '7 3C' l (hj � P 7 C.A. 12BOO 7/ 7/ 50 [r -'..3O 7 -28 TOTAL 21(4 197oc- ( Z7c Oslo 4, -30 7 -Zs 26 2X4 18800 S996 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 463 g 4t� A SET No. FA. a 4 0 0 77 7 C.A. 12BOO -4080 WATER 50 [r -'..3O 7 -28 TOTAL 21(4 197oc- CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. C,S06 G 30 77 7 ex4 12BOO -4080 0809 [r -'..3O 7 -28 a 8 21(4 197oc- ( Z7c Oslo 4, -30 7 -Zs 26 2X4 18800 S996 PRODUCERS: CONCRETE CEMENT CU. YARDS PLACED �¢ AEA ADMIX. Aoxre 47G1CAC12 PLACEMENT AREA D- 1? f3 /n/Ir E. NOTES ! I V CS` ()I /12 / %j 67) -17 34) 31-.-J? (3`l1)j 4 C .- B //7s.ie 04 % DESIGN STRENGTH 0 -A 6A"), .0 7L7'- t D-1 avfs1 (33 j, - / i7 D -I Q DthJ�IP 41 COPIES TO: l/" L ` (g. ( 0 INSPECTOR: SIGNED: C CASCADE TESTING LABORATORY. INC. TESTING Ft INSPECTION /ENGINEERS/GEOLOGISTS 12919 NE. 1261.+ PLACE KIRKLAND, WASHINGTON 913034 EVERETT TO • 4thi �t1e 0 CLr S /6'4544 �f a'a 960j ?_ 1206)823.9E100 1206) 259.0617 ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD � c REPORT No. 1 7! 28566 No. DATE /_ .- 'Z.o -e7 CERT. NO. �y 8 ! fir, .- .�C� PROJECT LOCATION 4 O / rt7 li-r PA- A,. BLDG. PERMIT NO. g 7 0 63 e 47/;� OWNER WEATHER CleLL r TEMP. AT /O.46C, AM 812 AT PM ENGINEER A. AI Ma- Le.) ARCHITECT , hie) wee -ee klrn... CONTRACTOR" ` /'uS / 4.90 fa 644:7 1'a.s.711 - TRUCK SAMPLED / 4 Z- TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP, CONC AIR OW ritiej 7 -(G 1 C.A. - eq WATER .5+6 4), r -rC1 '7- 2.7 TOTAL t)( 17 3c-10 SS /0 0713 4 --Zcl 7 -17 1/ t /7eOcS 4-4:. cl Q COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT eic, '• STRENGTH PSI SET No. FA. aC..be- 7 -(G 1 C.A. 13900 '4270 WATER .5+6 4), r -rC1 '7- 2.7 TOTAL t)( 17 3c-10 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD '• STRENGTH PSI SET No. 07q r &-`ter 7 -(G 1 )1.� 13900 '4270 071 Z- 4), r -rC1 '7- 2.7 Z- a t)( 17 3c-10 SS /0 0713 4 --Zcl 7 -17 1/ t /7eOcS 4-4:. cl Q PRODUCERS: CONCRETE AEA ADMIX. IOC^ �/ X 4 CIS -CAC12 % DESIGN STRENGAH PLACEMENT AREA & NOTES / {.1 �Lrx (-:„..c./ i "i 4 s 8 - oir, ( 4 ,4- .1 . ?.sliejiyi/ •/7.S/ie (2 ') C r Go �.,,,,e (3o) 1=-4 / ,nide (2821 s •4 insi g (3?), �-31h (3.3% r 2 c .• (at , r-e,„6/44, 3;ii U- z Gv7fsae_ 66 }=' 4 - (A; D- 28 0 vi$; r &J., 0- 2,4 &J' D..2 ctr0a', /IS /v /4, /e S CEMENT 7," CU. YARDS PLACED c �`It y � COPIES TO: U /LLY_�L 't e)0 INSPECTOR: SIGNED: CASCADE TESTING LABORATORY, INC. TESTING B& INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126 *.• PLACE KIRKLAND, WASHINGTON 98034 EVERETT 7‘;// s 1&O''5- 1206)823.9600 1206) 259.0817 a.), g6G'Q-T: ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD _� 1 REPORT No. 7 No 28567 DATE CERT. NO. PROJECT LOCATION /46O/ r477,' v<IA7 BLDG. PERMIT NO. 67 /4-7 177.' OWNER WEATHER C /C et- r TEMP. AT /0 ."437a.M 6 el- AT PM ENGINEER Xfrl Pi,. L.,: ARCHITECT /74(4,w-7-42 4 h%nrr e CONTRACTORy� D �^ W 1/ L4coci Code �� �` "' e ) TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR C.A. 1 7 3e. 7 ex / WATER ...71 105-0 TOTAL 4 -`lr( 7-z7 z-6 (Q,ff /t /63nOC 57,..o O775 (, - Y -f -27 '.," 4 A",4 IbQ400 5-91 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT �• * /G y- QC: p .. STRENGTH PSI SET No. FA. C.A. 1 7 3e. 7 ex / WATER ...71 105-0 TOTAL 4 -`lr( 7-z7 z-6 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD .. STRENGTH PSI SET No. 0'77(0 e -Z! 7 —c. 7 ex / 1 19500 105-0 0777 4 -`lr( 7-z7 z-6 (Q,ff /t /63nOC 57,..o O775 (, - Y -f -27 '.," 4 A",4 IbQ400 5-91 PRODUCERS: CONCRETE AEA ADMIX. � CAC12 PLACEMENT AREA & NOTES / /LC`� ' .Q AV eY honej14,,r CEMENT CU. YARDS PLACED DESIGN STRENGTH /A' c-1 -z7, 2e9 357,3‘....i37 COPIES TO: WC t' Gi tc) t,Ia eo 2 -tc1 INSPECTOR: SIGNED:��"` Aft TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE. 129/.. PLACE WED KIRKLAND, WASHINGTON 9BC';d _E .98010 evERETT o 1U JUL 3 0 1987 BUILDUP:I DERV 51- 76 // S' J r ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD r/r, 7 -"S REPORT . No 28564 DATE 6 - z4 = -67 CERT. NO. 67,< -5 SLUMP PROJECT _L 17 / �}-- - c UNIT WEIGHT LOCATION i 1% /.14:). 6/ Z-/jt'G't- 4' ,e- Qet.% CEMENT FACTOR BLDG. PERMIT NO. 5.10 5 4-- d71,2. OWNER AI it :':FATHER` / t.� /' A TEMP AT gel AT AM 2.,'/::20PM t NCINEER ARCHITECT G!..../ r -Y 41 ,A /- / /7 /N/ al l 41 CD CO TRACTOR/ /4)42,sTwEod' Co rf _IF ,0. f) TRUCK SAMPLED /14 TRUCK TICKET No, Q /c) —• TIME SLUMP i %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AI it '') :'c; FL0,) 7 C.A. 13cacao al l 41 CD 8c; 5-c) 4 •-'Z' 7 -2,•'; TOTAL 2X4 2X if 17 coo I" 4.00s $S-•O S-e00 o 6 1 s G - 24 -7 -2e-i .Zt COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU, YARD DATE MADE DESIGN WEIGHTS °/ MOIST ADJUSTED WEIGHTS CEMENT .Lk STRENGTH PSI SET No. FA. (� 41C) -7 -3 7 C.A. 13cacao al l 41 CD WATER 5-c) 4 •-'Z' 7 -2,•'; TOTAL 2X4 2X if 17 coo I" 4.00s CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 0613 Z,- 4 -7 -3 7 Z.X4. 13cacao al l 41 CD 0 91 4 •-'Z' 7 -2,•'; 2e 2X4 2X if 17 coo I" 4.00s $S-•O S-e00 o 6 1 s G - 24 -7 -2e-i .Zt PRODUCERS: CONCRETE NI 4.5 CEMENT c7 r C' 1- AEA ADMIX./ eG�11 /C C�CAClZ % 1 /� .5 r C'�s /�i.le-4 '13 6 2/,) �% -213 26 '/ —� -/!_3 (a.7') PLACEMENT AREA G NOTES / J `� � / •J V � '! � f ( 2 . � % / e/- 27' f i - 2 c / ( 2 ) -/i / ` CU. YARDS PLACED 34 DESIGN STRENGTH A -/ C 2 7 ' ) 0 - C .f ( 3 / ' ) / 3 4 (4G'')., 1 " - - 3 ; , / ‘ , 4 = ( 2 1 0 , 1 ?r -/ 1 h e 63 3 COPIES TO: 'JO ! ' (2., i -i (.1, 7 �O INSPECTOR• SIGNED: •J M W. I TO: C CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E 126,.+ PLACE KIRKL AND. WASHINGTON 96034 EVERETT KenYL 12061023.9000 12061 259.00 17 e " - (T- ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD __ ___..› - ` _ G '74. . ___ No 28565 DATE (:.' — z41 -' 87 CERT. NO. U7' ;-. 5-1 %AIR PROJECT � C•- ,r.7 sLa ,-. YEILD CEMENT FACTOR LOCATION y^ 4.".0-1--.02-:..41/7 . /46 0 / 2� �7 CONC BLDG. PERMIT NO. e7 J/ :). OWNER 3 1:17/4 7 WEATHER (�.ICCL Y' TEMP tt CJ5 AT AT.3 5-- AM PM ENGINEER /< JAI Al; ∎ -•,,G"I k'°-`'4- TOTAL ARCHIITTEECT Ow /7 ,4 c:4-/J /% X /i717c CONTRACT OR,,//- sTcts� e, C- l,rI? (L" $»'C� TRUCK SAMPLED A L S TRUCK TICKET No. 3 2.14 S.~! TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR / 3 C.A. / 9 G 8 l b .> 37.7} k'°-`'4- TOTAL Z 1 /743-00 (c030 0'743 6.. —Z' 7 -2q ale lif Z_ IIoS4oc) 6-e 10 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE DESIGN WEIGHTS ..; MOIST ADJUSTED WEIGHTS CEMENT v •'- �l STRENGTH PSI SET NO. FA. /1_`e C.A. / 9 G WATER 37.7} k'°-`'4- TOTAL CYLINDER NUMBER DATE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 070 1 ``MADE 07O2— k'°-`'4- '7-2..4 Z (•,X /`L /743-00 (c030 0'743 6.. —Z' 7 -2q ale lif Z_ IIoS4oc) 6-e 10 PRODUCERS: CONCRETE 4011 e - X�"a- AEA ADMIX. f� CACl2 .Z../ °!o DESIGN STRENGTH PLACEMENT AREA & NOTES %7�y�'rr[^ / //�-5 20, f `''/ j9, 4c2, -r,, 4 Z� 4$ T- 45c6 -0 J CEMENT CU. YARDS PLACED u COPIES TO: O.Y- .r (l 1 \ -1 -L` 7-23 INSPECTOR: SIGNED: J /yid/� �f 1'— i • T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126 .r.+ PLACE KIRKLAND, WASHINGTON 99034 E VERETT • TO: L'ItIC 5)1- G'L' L} C >et 74 // 5 iFt "'`' 12061823.9900 12061 259.0917 C /?>1- ale,. �C > �� J E-- ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD ° 7a REPORT No No 28561 DATE G. `Gr-87 CERT. NO. '7 -Ste' PROJECT ,y 1 0 r 'G C �!f!(� LOCATION !VT/ / k'C/ -r/1.X'0- /.1C&. q igve BLDG. PERMIT NO. 5 7 e. c 47/ :- OWNER WEATHER CL ca. TEMP. AT AM c AT 2:G"C PM ENGINEER /< Al frill a L' ,f,1//7Ca ARCHITECT /9Ce %u -/'et' !f CONTRACTOR /4 %571 -400 c, i le, r/''_ 6 i-0 7`) _ TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR Vii, $S1 r ' r -L 4,' • id ? C,A. /3coo 433o g, o d ti C 6- t 7 -23 TOTAL 2-X¢ /(0900 Sago 0 6 4 2__ 63-- z5 7- 23 ✓ 27 Ail. 17400 5 O COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS °i° MOIST ADJUSTED WEIGHTS CEMENT 84 1`= STRENGTH PSI SET N0. FA. 241,67 7- 2. ? C,A. /3coo 433o WATER d ti C 6- t 7 -23 TOTAL 2-X¢ /(0900 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. O(oA O •-'2.5 7- 2. ? 2X+ /3coo 433o 061 ( 6- t 7 -23 Z a 2-X¢ /(0900 Sago 0 6 4 2__ 63-- z5 7- 23 ✓ 27 Ail. 17400 5 O PRODUCERS: CONCRETE /' I! e 5 CEMENT f re) v7< f/ ( 30) (K512 2 AEA ADMIX. PLACEMENT AREA & NOTES P/ /PS .. J3' !� (e-o, / - / (&P), ), CU. YARDS PLACED 24 DESIGN STRENGTH 2 -i ("2-4-.) El- /f (2.7); A (32),,-2/4 (Z'), G -, rns /4; (?d, 4r /1 -' ctr (z4) COPIES TO: lA"A- — I Lik' (7() INSPECTOR: -j SIGNED: • T 0--ty Q, CASCADE TESTjjrNe- r�'il IN�. TESTING & INSPECTIpN /;11 :AGIST 12919 N.E. 126,, PLACE K IRK AND, WASHINGT 99034 % (�QI.,�E'ItI1� 9BOO EVERETT JUL. 2jr1 I26( 2249817 C�.f-y, to ►' yI.�I ';,;ILA I TO • //✓ t' .7' / //tie [I) ;::;c I /<r ji/ j'4'& `ex'0 3 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA e SEE FIELD 3_4 0 a2 0 REPORT Na. 28560 No. DATE 6 - z4 -e7 CERT. NO. 826 -Si) PROJECT D7' ( h /6/ LOCATION /`4e / ..Z;04 I. v z• bA t7 BLDG. PERMIT NO. CI)GABc_47/ OWNER WEATHERR CNC'tC T TEMP AT AM 5 AT3 ; FJUPM ENGINEER /< i)1 /r,�- //7 /zCONTRAFTOR i Cory-9 ( rc,y ARCHITECT G W / /I A: re A GG'QS�Loocd TRUCK SAMPLED / \ TRUCK TICKET No. 3 q 4 7 Z TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2.45 I =/`. %e 7- 1 7 C.A. .. 7 7 WATER D9S8 27- TOTAL Al 17avp sy I o 0/S-9 -L... xel- 7 -2_Z. ,/ 2A1 17 2_00 s41 130 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN °b MOIST ADJUSTED WEIGHTS CEMENT WEIGHTS G• e 4' STRENGTH PSI SET No FA. 2 „re a 7- 1 7 C.A. 12 2c,0 38 90 WATER D9S8 27- TOTAL Al 17avp CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No D4 5 7 4.'- 2 � yc 7- 1 7 �� !f 12 2c,0 38 90 D9S8 27- 2. 8 Al 17avp sy I o 0/S-9 -L... xel- 7 -2_Z. ,/ 2A1 17 2_00 s41 130 PRODUCERS: CONCRETE A�i /r CEMENT �f AEA ADMIX. IDU XIS' " 4g L 141CAC12 PLACEMENT AREA & NOTES P /e.s /../ (3/ d 6 ✓/� (30 '! `? -/ (30) j_ C3 z" , , 6:3 j i -z (3S)) z� -/ .(3a ) . CU. YARDS PLACED DESIGN STRENGTH • TO: CASCADE TESTING LABORATORY. INC, TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 126 „. PLACE K AND, WASHINGTON 98034 EVERCTT 01 Ce1 a' 4� , f 4j /I S' / �> c)7 /-tiek ? E> c' j a.. 12061 823.9800 1206/ 259• 0817 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT 28559 No, DATE - Z.3•- '5.7 CERT. NO. b'7 -- .3cf PROJECT ,/ LOCATION T % / / 6 / Lr, r. 1 G,f'L7trI7 BLDG. PERMIT NO. /� OWNER CEMENT FACTOR WEAT FIE R 4 /'i /Phi 6)L'Cr(ia37' C /'itl" TEMP AT AM 4'✓ ATle.00PM C GiNEER /< /VI Al u. it,) ARCHITECT v 1, re/ , i'ri7 r' '' CONTRACTOR D g iv/ -- i /e..s ?1'4v a 6e) ���1/lCe r/_► _ 0 TRUCK SAMPLED e 70 TRUCK TICKET No, 3 24360 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AID )?,' ' - a it 7 C.A. / %'-32. t3 -}oo 5' 63 .-34 g45' 6 - Z3 _ 2 1 TOTAL V/ 194000 `E (r..� b1j4 Z3 -, _ 2.t t/ 6 X ) 2 19,5 s(zip cz. 6$10 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS ?o MOIST ADJUSTED WEIGHTS CEMENT ....5-6 4 A SET NO. FA. /e5-'67 E -3 o 7 C.A. / %'-32. t3 -}oo -48830 WATER .-34 g45' 6 - Z3 _ 2 1 TOTAL V/ 194000 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. Ot /z 6- Z3 E -3 o 7 6,/ilZ t3 -}oo -48830 01 /s 6 - Z3 _ 2 1 - C. x. Pe- 194000 `E (r..� b1j4 Z3 -, _ 2.t t/ 6 X ) 2 19,5 s(zip cz. 6$10 PRODUCERS: AEA ADMIX. CACI2 PLACEMENT AREA & NOTES /0 /C'34,-5 ere/ -, `� s 7 /7J CONCRETE 64” ne j- CEMENT CU. YARDS PLACED /4 DESIGN STRENGTH syefee COPIES TO: -rI ,i•, J'�,I.. 1- I -7-2 INSPECTOR: Alo//7 SIGNED: C CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12019 N.E 120m PLACE KIRKLAND. WASHINGTON 08034 EVERETT r ., 12061 823.9800 (2061 259.08 17 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. No 27212 DATE c 2. 7 CERT. NO. 67& - i PROJEC L LOCATION 1y &0 /xifer(vJyn 4v"e /U Is' w,1/,t, BLDG. PERMIT NO. 7 / / a� OWNER WEATHER pa, -;'t'd e' C loud ' &A''it TEMP. .5-60 AT 7,•‘,/S AM AT PM ENGINEE'R ARCHITECT ( t 4 t I-(�, 14/4 I• -6) A rr , I• t �1 4 .l A CONTRACTOR we,(/ Uvo>?j 1.-J,1 TRUCK SAMPLED ! 6 / TRUCK TICKET No.3 /� 4133 - TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR �4` %: 7 C.A✓/ I ° 3 2 13zoc:)0 74` 7u`, 3a2 y 6/2.2 7- a TOTAL 10 9 000 b e 80 2 (;)s ic.fr.. 2. 7 - -act 28 1 17Zsdo to ac COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT f 56 A SET No. FA. / h ( fi e: -;e; 7 C.A✓/ I ° 3 2 13zoc:)0 •4(c>7CJ WATER 3a2 y 6/2.2 7- a TOTAL 10 9 000 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT , TOTAL LOAD STRENGTH PSI SET No. 373 6/2, , e: -;e; 7 %,7j2' 13zoc:)0 •4(c>7CJ 3a2 y 6/2.2 7- a g 10 9 000 b e 80 2 (;)s ic.fr.. 2. 7 - -act 28 1 17Zsdo to ac PRODUCERS: AEA ADMIX. CAC12 % DESIGN STRENGTH 3 0 e.'N CONCRETE ...CI'i e ISf h , sr CEMENT Type I / G� CU. YARDS PLACED 9 PLACEMENT AREA & NOTES t tCf t fry 1 ot% a, 1) A uy p t' Pt 1 e .5 50 Lot k Q COPIES TO: k (- ,Y. ( )C> %i' •. 5(-, ?- zl INSPECTOR: SIGNED: M CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12919 NE 126i.. PLACE KIRKLAND, WASHINGTON 96034 EVERETT TO' VJ �V� J ` 1 / 5 I �, - /v (\ e 1206)823.9600 12061 259.0617 lEn: 'OH JUN 25 1987 ATTN: AS REQUESTED BY THE FOLLOWING WAS NOTED: CI 1 Y or T67;L \diLA PLANNING DEPT. PREVIOUS REPORT No. 34201 No. DATE 6/P-2/ ! CERT. NO, 87 (l!J PROJE / ..5-; x S+ - 13 u ,` 1 , • LOCATION /4/ i;6 , � 1:ilt1- 1) rPik4ve u MW -k BLDG. PERMIT NO. OWNER EATHE ����C�J TEMP, S AT ` %,' Y AM AT 1'M ENGINEER A RCHITECT P. /7 0 l /i 1 - i t, ff ,It -►11 e..,. A 14 1NTRACTOR l4 L ; 1/ j:1/,,.'1/ Cr'L- i• • PCSPI S1.b tt'I/ L r,iQ 1 A I'-L' r� -f q I l 14d1 1/Vg /1 q' Il 172gci I\ O.j- fro j /.7/.• / �� e 1/1, ,'7f'/ /c5 Co e o...6 II Ie�s 12 3 0, 1�L- ���bt y + . �; �1I 1, ti ct L`i t/V mac. _ I �. L. �r i -S .S U {, c.. , � c 1�/1. !r . F- �. 1 lJ � t',. � � / p 1;vr't D J• -C.;11 p r %e . i> 13 111 r_ OA/ ,-e:1 iv+^ rl e .2' "1-Q I, .1 li d U s, S' l9 'a f> �`�! ( =el T�l�' S it/ Kr) 1 X b(/ ; 1 1 .7.5 !Yi ct }( }f r z e r 7 SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY ,p i .a /'c +r ! , i '11"e Q. rote fist litcyS w4rrg. C-4 St, 74 fie COPIES TO: 1t' 1 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor "June 25, 1987 M.N. SANDLER & ASSOCIATES, INC. 200 112th Avenue N.E. Bellevue, WA 98004 Attn: Mark Sandler Re: DT &C Building and Six Star Building Fee Summary Dear Mr. Sandler: Per your request a detailed outline of the building permit and utility permit fees for both the DT &C and Six Star buildings follow: DTUC BUILDING - 14601 Interurban Ave. South, Tukwila, WA 98168 Building Permit #4712 Building permit fee Plan check fee State surcharges TOTAL -The -Pecs are- jne.d> e..e Utility Permits Curb Cut /Access /Sidewalk Storm Drainage Fire Loop /Hydrant Sewer Water Meter Special Assessment Temporary Water Meter (renew every 60 days, $100 each renewal) TOTAL $ 953.00 619.00 16.50 $1588.50 $ 25.00 25.00 25.00 170.00 1550.00 1452.88 100.00 $198.00 paid 4- 27 -87, $755.00 paid 2- 18 -87, Paid 2- 18 -87, receipt Paid 4- 27 -87, receipt (0 owing) Paid Paid Paid Paid Paid Paid Paid 6- 19 -87, 6- 19 -87, 6- 19 -87, 6- 19 -87, 6- 19 -87, 6- 19 -87, 6- 19 -87, $3347.88 (0 owing) receipt receipt receipt receipt receipt receipt receipt receipt #7074 receipt #6018 #6018 #7074 #7948 #7948 #7948 #7948 #7948 #7946 #7947 Page -2- M.N. Sandler & Associa C, Inc. June 25, 1987 SIX STAR BUILDING - 14501 Interurban Ave. South, Tukwila, WA 98168 Building Permit (retaining wall) #4763. Building permit fee $ 337.00 Paid 6- 11 -87, receipt #7825 Plan check fee 219.00 Paid 5- 13 -87, receipt #7390 State surcharge 1.50 Paid 6- 11 -87, receipt #7825 TOTAL $ 557.50 (0 owing) Building Permit (foundation) #4762 Building permit fee $ 238.00* (administrative fee) TOTAL $ 238.00* Paid 5- 13 -87, receipt #7390 (to be deducted from building permit) Building Permit (building construction) - in process of being reviewed Building permit fee Plan check fee State surcharges $1979.00 Not paid 1286.00 Not paid 16.50 Not paid SUBTOTAL $3281.50 Administrative fee - 283.00* (Paid under permit #4762) TOTAL $2998.50 ($2998.50 owing) Utility Permits (Curb Cut /Access /Sidewalk, Storm Drainage, Fire Loop /Hydrant, and Temporary Water Meter permit fee all covered under DT &C Building.) Water Meter Special Assessment Sewer $1550.00 Not paid 1636.83 Paid $1634.24 6- 19 -87, receipt #7946, owes $2.59 170.00 Not paid TOTAL $3356.83 (owes $1722.59) In addition to the utility permit fees listed above, the curb cut /access/ sidewalk permit for both buildings require that the developer provide the City with 150% of contractors estimate to construct curb /gutter, and asso- ciated utility relocations and drainage modifications. Page -3- ' M.NI Sandler & Associa& , Inc. June 25, 1987 This summary includes all fees known at this time and does not preclude any additional fees imposed as prescribed in the Uniform Building Code (1985 Edition) and other Tukwila Municipal Codes (i.e. reinspection, additional plan review due to incomplete or revised plans, etc.) If you should have any questions please don't hesitate to call me at 433- 1851.. Sincerely, /42104 Becky L. Kent Permit Coordinator t- 414.111114•111 11.1•■•■•■,•■•• .■■•••■•• 4.144•=11440. 11 11111111.1111111111 11 ..II 1111111111111111110 11 "XEC OFFICE 1 240 sq ft LEASE AREA 3,100 sq ft EXEC OFFICE 2 • 224 sq ft EXEC OFFICE 3 224 sq ft EXEC OFFICE 6 224 sq ft\ 11 II 111111111•1=1 11 11.11111111111.11 11 • EXEC OFFICE 224 sq f1 \ • / i / \s/ \\,/ / SECOND FLOOR PLAN 1/8" : 1'-O" 5,958 SQ FT 40111 440 planting as J dewa k 494/41 11= ANI 44 WAIT 121-aq ft EN1 RY ACCEPT ACCT MGR 1 .50 sq ft / 11 11 11 11 CONFERENCE TRAINING 535Isq ft IL _ ACCT MGR 2 150 sq ft. ACCT MGR 3 150 sq ft / exit & te ant e tran e 11 ft ..• GYM 196 sq ft t MEN . • • • planting . - . • ' • . . • ' • •,-• screen walls • • • . L�I GENERAL OFFICE 1435 sq ft ACCT MGR 6 150 sq ft. ACCT MGR 5 ACCT MGR 4 e4 sq 150 sq ft. ; 1. WOMENr: entry COM E UIPT ICE MG 1111•110111111111111111 R • .-ST6RAGE. ft. swom•Iimin FIRST FLOOR PLAN 1/8" : .5,958 SQ FT • • • . SERVICE.YARD* • - ••••• !.. . ,wirtfo! _ 111111111111111111111111111111111111111111111111111111111111111111111111priplili11 plip11 1 1 lt • 1 1 I 21 1 I 1 31 1 I 41 I 1 51 1 1 6 No.18 11'61101i 61-11:1111161; ;1111111111111111111;1111111;111111 In 111111111 11111iit i II :•1■717.1(.4%.......• 4. • • r-- co cL a-) c-) tct • w , • • <.•.;•• EAST ELEVATION 1/8" : *•••■••■■■••••• ••■■•■••.osommob • . • • . • ••••••••■■.01.9 : • • ' 411••■•••44 /■■■■■■•■■1/14. I II I 1 I II 111111 I I I I I 1 1 1 I ' I ' I ' I ' I ' I' I ' I Tic I ' I 1 I ' I ' I ' I ' ' I I ' I 5 1 61 NO.18 T 111: £ 1110 11111; 1111111 w IliliElil '• • ••• f• • NA. • aelo 8-0 16-0 16-0 1 1-0 la,Lo 121-o 4-0 TYP PLAN 441k P NC> SIMPSON I4d7A 11,4311t A.B.- 1511 MIN PENETRATION Cig to V 1-14 7A-- 4.1-01 101 -0 12LO if, 4" SLAB ON ciRADE VV/0)(60-10/10 WWWI OVER VAPOR BARRJER-4-11612AVEL OYER_ COMPACTED STRUCTURAL FILL MATERIAL APE EE-AM TYPICAL 1--IOLL70W1.1 DETAIL \\:\:\\lp T55x5 34_II I 10 yz" PLYWOOD Z.,c(0e010 OC 3 -AT1ZEATED FE v04-149HAES e 24-11 OC X *4 TIEC.“-ed OG 2- 4 5 COI.IT • 5 2. WALL SCHEDULE TYPE FRAMING1 PL-1WOOD NAtLIN6. AN.C1-10R. 3,(691(011 cc IA I/ PLYWC0C) EA SIDE IOJ e 2-11 OC eALL EDCIE-S 4 x FL WAFf ABe 101 OC 2,4(0 co oc, Y211 PL1W000 EA SIDE I 0,.1 e 4-'1 OC e ALL ED6ES 3xIt w/3/11 AB.2-21-116C, 4_f' 4_f' EXCEPT AS NOTED ;••• • X • • • PLAN L AES NOT 31-10W t\I FOUNDATION 4 FIR5T- FLOOR PLAN EXTER OR. CiRADE BEAM vsIt - ‘1-0 31-- 1- 4- 4- 61R ADE 13EAM--v- 9-11SLA5 ■ • " 3 *9 TOP 4 BoT BEND INTO EXTe-"RILDR. ORADE ESEAIVI 7- ( 2-1&114)CONC PILES PILE CAP 2,40 alCd1 OC, 3/4/1 I/2.11 PLY WOOD EA 5 I DE w22,3/1- 41Kr9TE0 AD) oc 44.€12.14 OC 3 4r 5 EA FACE lel WIDE- GRADE BEAM 4 *5441-0 t■16:71NEE 2E6- PILE CAF' I NT E OR. C...; RA DE E.)EAM 3-* CONY TOP 4 BEST • 1 Av-i VevErr. -r\(7 la" 4' coNe. 01-e- 61-0 31-4- • g POST 5IYIPSON CB ROTATE 6A5E- Ity.. 'DO° GRADE BEAM se• ST 2 0 )4,34" xI /4-3/0), NN, N • 0 ESN5E 0- ,4 v4-"7-11-6) 05 2-1c9"41: cow C P TS 5 weszt. PILE CAP I understand that the Plan Check approv subject to errors and omissions and pprc plans does not authorize the violation cf a adopted code or ordinance. Receipt of con LL copy. of approv d pla s ackn ledg is ,F)t- a c AN REVIEW FOP oOMPLiAtiCE WITH THE FOLLOWING ORDINANCES tllEtiECT TO INTERPRETATIONS OF THE. GOv!-RNING ilIORITY. ERRORS, 07'!,SIONS AND INCONSISTENCIES. DATE IN P,Y DATE OUT ' MAHf'M 4. SMITH, INC, 011V OF .111KWILA APPROVID • JUN 11 191,7 !0 EgEME JUN 081997 MAHAN & DESALVO 9 4# 4. IL" OG (..om p4c:Ler) FILL UP TO 7Z *4e la-CC —119 B1-0 AWXY -44. 5 TOP 4 Ear Dcr N TieR, .1111■•■•••••••••••■•■• :_11:0 10 2-4.5"2-0)(3-co -41 5- tW-4 X 2. /-0"X /- G.11 .g AC1-I AC..E. gx..2J-C'X 31-6" G -4 _5 -Tyr '&2" yglIOS Mit. UV. 1- -if/ veg-r, coNc. piLss ONE -4t-7 VERT-TYP FOR INFO NOT SHOWN SEE IZ/sif •34-‘ ...■...in••••••••*•••••■••... • 1* I 51 I 6,1 11= 111111III=IIIIIIIIIIIIII111r111M16111111;101;1110111111111111111)11111101 rtliui 11 lommoNuamom...11•••••••■•....m.Alility 3>e- TILOCKIN61 Y2,4 PL`f\NOOD EA SIDE CIN‘JIAEIALI2W5/11DO(LE0112°I;OCSetrAsiNALL )EDGE 5 ripe--3)(- STUDS EA,,5 IDE / OF EA TRUSS ,• 7`WOOID TRUSSES Z4C P'O'ST -gi4) f5OLTS A t. TP SI4EA1Z/CEAIZIN6 WALL I3ELOW --,..-,-- v , 1111 ISZEM I J / I PLAN-.BOT F—L.A146E- T5 5)(5-'44 SECOND FLOOR. FRAMING PLAN DES160.1 LIVE LOAD =, 75 P5F LIN ALL 0-12062. TRUSSES II II 8x3A- tEY-1-0 "--3/42' 4) ES 0 LT 1-5 5 X5 *A BLOCK11,46 ■;04 1).r APPROVED.. • JUN 1119.87. kulto 13gDING pqrsioN-7- yzi.1 pi.mwoOD i-3011DEEP WOOD EA SD TRUSS d' 2,4J' OC. TYPICAL HOLDOWt■I, ISETWEEN FLOORS *al , IIIIIIIIIITlitlyill111111111111111111111111111111.1111:1111:111111111111-111111111-11iii NO16 all:111111111 811111111111Liall1111 11111111 717011110 61011 .11111kijilli iiiilttiil MEP 3 belx 21 6LE5 -TYPI CAL. 4., —TS .Sx5%14- WOOD' TLIDS EA SIDE - 5434 WELDED 5TU D5 0 C EA . 5 IDE 11 PLYWOOD DOD TRUSS • WALL PALL TQTRU3S 2'144 D1/N61 BRACING1 W/2 SIMPSON d3 S EA END- ROOF FRAMIN6 PLAN DES161■1 LIVE LOAD =25 P5F 611 ALL IWOF TRL/5.5 Vs I 0 WALL PERPENDIGULAR, TO TR USSE5 . .43/ It • CITY (•)F APPROVED ,PiN 1 1 1987 I‘VILU Bult,DING '2'1( BLOCKING • SIMPSON 1-1 1 2140 STUD WALL OR GLE) MIIII1111111 11111111111111 111111111113 11111111111111121111111111111115 1ITIIII6 NO.18 gr-T-IFIT IT 6 1111114H1011111H4itilLgkillMill 1101411 646M iiiiliiii 6 STRUCTURAL NOTES SIX STAR BOLDING 86100 1, GOVERNING CODE - Uniform Building •Coe. 1985 Edition. —27-1)IG((tABS))RFN t.AO 01:of,,OrLLSiivvee Lod 25 pp: f r Wind -' 00.0 mph exp, Seismic .- Zone 3 4-4tale Live Load - i0Opsf FD0e.UsNi.DgAnTpI0eNr n eo report by GT• Lobde.n, Contact Soil Engineer before commencing of construction.- 4. REINFORCED CONCRETE (Unsupervised) f 'c 3,000 psi, ultimate strength at 28 days. fs • 24,000 psi, grade 60 steel, ASTM A615 WWF reinforcing to meet ASTM A185; min. lap 8 inches. All reinforcing shall be spliced 36 bar diameters minimum except where noted otherwise and _detailed according to ACI Manual of Standard Practice (latest edition). All reinforcing shall be held firmly in place during concrete pour by means of precast conaTeTe blocks for slab on grade and adequate wire ties.; Thoroughly wet all reinforcing steel just prior to concrete pour, Construction joints shall shave reinforcing stubbed through. Chamfer all exposed corners 3/4":.. All concrete sh1.111 be cured by keeping it thoroughly wet and prOtected for at least. 7 days. Grout for auger cast piling to be 9 sack mix. Provide shop drawings of all reinforcing steel to Architect for approval prior...An. fabrication. Minimum Concrete Cover: Well Faces - 2" Footings - 3" Slab on grade - 1 1/2" ' Slab Min. Reinforcing WWF 6 x 6 - W1.4 x W1.4 Provide necessary control joints to avoid shrinkage cracks. Minimum 8" Wall Wall Reinforcing: #4 @ 12" o.c. horizontal #4 @ 12" o.c. vertical at 0 of wall Provide 2'-O" x 2°-0" horizontal corner bars to mgtch wall reinforcing and footing dowels to match wall vertical reinforcing. 5. WOOD FRAMING USE CATEGORY MINIMUM GRADE Joist (2" thick, 5" wide) HF 1150 Fb (repetitive), 1400 M-E 4x _Beams & Ledgers - DF L No. 2, 1500 Fb (single) 4x Posts 825 Fc, 1400 M-E ; 6x Beams ' DF-L No. 1, 1350 Fb (sinele). Studs, Plates, Blocking • No-. 3, Standard or Stud", 500 F Any species allowed, unless otherwise noted,. Lumber grating (and, stresses') in accordance, with WWPA Grading 5th Edition (1981). 'All lumber'..4"'or,less in thickness to be .marked- ".S-DRY".' A11 lumber in contact with :concrete-,.or ' masonry or exposed to the weather to be `pressure treated.(P:T.)? • ‘ Beam - and joist 'hangers, and post caps, and base's to be Simpson unless shown' otherwise (all' references on the drawing are.,Simp.so'n Catalog:designati6ns), All beams and posts to have metal, framiny.4.'" connectors et. 011 .bearing points, „Provide' double joist.' under partitions, and (3) 2', x, 4 nailed ,',1ami-nated posts,,.under beams'', •. unless'otherwise'noted. A11 'framirigsto' be neneeVper.UBC‘Teble'• ' 25Q. -Typical headers ,to,' be (2.) 2 x 10, Unless otherwise noted. . . , 6. „,"PLYWOOD • .„ ng„..noted „ be 1611.:1 is nimum;see' d raw i ng,for' closer spaced • Roof.Plywood-' - 5/8", 42/20 exterior. glue. with--;10&nells , at 6 at all edges and 10". o.c. at • all supports ;.‘unless noted, otherwisecon • plan ';' ' . • Floor Plyw66(1 , 3/4" T and G, '42720.'exteri or 'glee.' with,Add-: hails t 6", oeci.' at all edges and 10"-o‘c... a11 supPorts -. unless noted '. otherwise on , ", plan. • , . `Exterior-.WallS and - plywood ' with 10d nails; at 4" p.c. all Interior Shear. Walls , edges and 10" o.c., at all supports unless • noted otherwise.' C • , GLU-LAM BEAMS '' ._ ,..., ' „,.' ,.. , . • Douglas Fir-Larch combination 24F (fb - 2400 psi)' Fv in 165 'psi with exterior glue. ' AITC 'approved' fabrication, , . . . Glu-1 am. material' must be obtained ' from an approved fabricator-le-ha i . mu _ - • 'st submit- detai ls' and specs- to Blinding Department for approval' Prior to fabrication. . ' . , , ,-■ ' Notify Building Department for Inspection when glu-lam arrives on job site prior to erection. .. . ., , ,ANCHOR BOLTS -3/4" it. 9" AB at 24" o.c. , typical Or ,noted otherwise on plan.' STRUCTURAL STEEL: All steel to be A36. ' • All welds to be E-70. All bolts A307.z„ 10. SPECIAL INSPECTIQIVREQUIREMENTS,„ A Gary' Lobdell AO technical. Consu1tantsto. inspect engineer fi /1; drilling and placing of. piles. , . .. 'Cascade .Testing to -inspect concrete, reinforcing placing and ' - welding of all • steel. COP/a" 6F SF8''erAI:' ittISPEtr.„0/ REPaRIK IIIIIINIV ..tb' iSe PROvibro,Bia&,. DEPT. ' ,, . 11. ,CONTRACTOR TO VERIFY 'ALL DIMENSIONS AND CHECK THAT CONDITIONS ' 'ASSUMED DURING DESIGN ARE VALID. CONTACT THE BUILDING 'DEPARTMENT, AR,CHITECT AND. ENGINEE,R BEFORE CONSTRUCTION COMMENCES. , ,. , ,,...,..,.....:‘,.._........,...„,•_,,,„,..,:„...... ..,_ -_-_,_,._______.-.,„„...-;._-____ ._,-......-._ .. '' , .. _ ..4,,... ., ' .-. .-.,_ - '5-- : --....„ 4412.- A004, trust joist 'shell- bey sized end detailed -to fit the , • . '- ., f ' dimensi ann. artd loads ;indicated on the- plans. Struttneal . . , , - .oeldulations -shall , be tetaled"...by a • etructuril 'engineer. '. drepl#4,07.0,...... If: .., ,' : :: aebernics eadt i 0.1 iin i 741,.St,alt*,e,.,,,of,:, ,W,:a..sh:h!.t, o,n. ,,,,,Sli...,b.om,it shop i,,dreeforih,Os., ;,.-:.,;I.4f,yrs.ki .c.MA --'12-... 4 ,' -,-,to, the engineet And ,libiltill‘g, depertment 'for- review, prior, ' to -,', 0 *Asti - . - .., to ,k--. 0 : ' 'A i1/41',.1 at,:lAti."..,:o;r4 rciZ MAttO el. . ' , , '. ;',..,•:t, , _ PI 1,.- ':"CA PA C.11- I . ' 1■4 A,X.-1 ' 3 ce3.1- .- I 6; " A GI 6 Pia C AS-r. P - 1-(:)" L'ENC,G.. SA..N1 _Sto N.t E . .. ‘..". - - 7 PASS' iv a - 4S... psr:-_-- ../F ...iL61! .Dtep E-4&-. I L'-'1.4 V115--M =/II4E- Laerzte'rr (->k0" 9 Pa.. -ro er- eurraE211.16-17.i.LF-47 7171/46- wiTHIXJ, A(011-144.1- AFV.A10. acroarif, To E:e- im.er.44.4.tc) @ N46H aiKAM (1 TO -1 rofz. fAviklaovrrAtio. Ow. \Ale— 1,..Z•j- Oo 4C) siosismog gis ss InMalt nano saw sin irin•oatia 11 Mall 41) . • . • . ."s „.: . . • . tiM7- 1) 61-5-1464_. 1,7.a-l1-r.4214-) 2:7KICICE1T- 1AM4- w7 ThxrH o Kir Fclz IzeikovAl- (r-vry...4.&414.-TReEr-rgar..6"-) 90 P14' 113-lizihN 'biel"f • le 112.1—FAN, 6o/ [t\t/AH--0 t.L.— a o. •••111 OlIM•111 I 24' t171A-1.46% BUILDING SIGNAGE 6r..17-1 BUILDING SIGNAGE 6171- AAP-6, ■•• [1111111111Fq1I1111111111114 [17.114- `)Le.-Acoi IMECTIVE 1. ey-cr etif46.49-412,, e`Af? AGO: •P kise,t-t J2Weri-11 -F414.67I t.t-titer-rzie. (24°4,- - -TYM. 4O TcrPt.%%G" 1/Ae5F-r,- /A2 iwr-4-7 Fr-CV/■-TYf_. 04-c7 KAR,02. wct=1:7wc7r-i-4- 6Sc 4-" eox.16. 60:212crix.W.7, 18"Gocrent0-4z- Rottr,it-t452 f;.te.44 czlzdur-4=.1 a-xft6F-r:)./Aex-47-Fertm, A MI r-1, I:3;444Q. BENCH. DETAIL- No Scale SECTION, PLANTS SCHEDULE KEY SCIENTIFIC NAME COMMON NAME QUAN TREES 'MAP Acer rubrum Red Maple TUL Liriodendron tulip. •Tulip Tree 1' CRA Malus sp.vaz. Radiant Radiant Crabapple 1 SNO Styrax japonica Japanese Snowbell 2 OAK Quercus rubrum Red Oak 6 PIN Pinus nigra Austrian Pine 9 CED Chamaecyparis Alaskan Yellow nootkatensis Cedar 1 DOL Malus sp var. Dolga ,Dolga Crabapple 2 CHE. . Prunus serrulata 'Kwanzan%Kwanzan Cherry .k, 6 .sHRUBSAND„-iGROUND)COVERS SPI Spiraea vanhouttei Vanhout Spirea 21 HEA Erica carnea "Mediter. White 2560 Heather FCH Fuchsia . . "Peter Pan" Fuchsia 10 , AHF Polysticum set.angul.,Alaska Hardy Fern 7 CAN Iberis sempervirens Candytuft 25 s.f. VIB 'Viburnum davidii David Viburnum 350 s.f. NKA Narcissus 'King King Alfred 35 s.f. Alfred' Narcissus NMH Narcissus 'Mount Mount: Hood 30 s.f. Bulbs Hood' Narcissus DIA Dianthus plumarius Cottage Pinks dianthus 215 s.f. Japanese Iris 50 s.f. 'Julia Phelps" ceanothus 11 Lowfast Cotoneaster 1920 s. Burford Holly :-.. 46j - . . Sunrose - 125 s.f. SIZE & COND 3" B&B 3" B&B 2" B&B 2" B&B 2" B&B 3" B&B 4-5' B&B 2" B&B 2" B&B 5 gal. 1 gal. 1 gal. 1 gal. 1 gal. 2 gal. Bulbs IRI ,Iris kaempferi CEA Ceanothus impressus COT Cotoneaster 'lowfast' ILE . Ilex carnuta 'Burfordii':' HEL Helianthemum :- nummularia . . CIS C'stus purpureus AZA A alea sp. VINES Ochid Rockrose G mpo White & Gumpo Pink 10 40 VIR Parthenocissus quinquefolia Virginia Creeper 12 I-IED Hedera helix 'Baltica' Needle Point English Ivy 12 'Needle Point' • Planting/Installation Note for Vines: Construct 1"x6" cedar triangles, 9" ea. side,' as cutouts for planting in all asphalt paving and/or sodding areas. Install cedar triangles prior to asphalting/sodding operations, insure that triangles meet finish grade elevations of paving/sodding. Allow 6" topsoil in all planting tri- • angles within asphalt paving areas. (Refer to Sheet C-1 for Wall/Paving Details) General Notes: Hydroseeding: See specifications. Substitute Wildflower Mix No. 8047 Applewood . Seed Co. for vvildflower mix in specifications. ,Sod Lawns: Install on 4" topsoil, iefer to specifications. Ground Covers: Quantities shown are Square Feet of beds. (See Plan; i.e., 35 ) Steel Bed Edging: `3/8"x4" steel edging to be utili2.ed to separate all planter bed and sod,lawn areas. (See Plan for bed perimeters/general diinensions) Concrete Sidewalk Panels: Utilize 2'x3' panels w/through joints, or as described in Preliminary Landscape Development Plans for InterUrban Avenue, prepared by Beck & Baird-Landscape Architects, for City of Tukwila. 1 gal. Bulbs 3 gal. f. 3 gal., 5 gal. 4" pots 5 gal. 1 gal. 1 Gal. 1 GaL , on. 'Tree Ring Edgers: Utilize 36" diameter edgers of 3/16"x4" sr aluminum or black plastic. To be installed around all lawn trees prior to sod iustallation. (See Plan), • ••••■•■■■■•• QUANTITIES SHOWN ARE FOR BOTH PHASES 1& 2. , N Summer Sun SCALE 1"= 20'-Off STATE OF WASHINGTON REGISTERED LANDSCAPE ITECT NOTE: Refer to Drawing Sheet No. C-1 for Grading & Drainage information. 11111111 I 1111111111)11 11,11111111 I 11g111111, 1 11111114 6111111111 ENNETH C. CAL WELL CERTIFICATE NO. 269 Carey1CaldwilParbiership • LandPlanningandDesige,Servias Rade 2. Bar 219 Vokoro. Washington 98070 1206)463-2196