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HomeMy WebLinkAboutPermit 5699 - Boeing Employees Credit Union (BECU) - FoundationCITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT (POST WITH iNSF`cCTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING c} PERMIT NO. 5(cq DATE ISSUED: LA OEICRIPTION FEES AMOUNT RCPT e DATE BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL - 2.990.00 12710 Gateway Dr PROJECT NAME/TENANT Boeinc Employees Credit Union (BECU) ASSESSOR ACCOUNT# 27160070075 -01 TYPE OF O New Building L, Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) ® Other Foundation Ul 1,367 000 00 DESCRIBE WORK TO BE DONE: New foundation for future office building. PROPERTY OWNER Boeing Employees Credit Union PHONE 544 -3300 ADDRESS 7700 East Marginal Way, Seattle, WA ZIP 98108 CONTRACTOR S. D. L. Corporation PHONE 455 -2101 ADDRESS 2100 112th Avenue N.E., Bellevue, WA ZIP 98009 WA. ST. CONTRACTOR'S LICENSE # SDLCO * *231BQ EXP. DATE 2 -01 -90 ARCHITECT The Cal l i son Partnership PHONE 623 -4646 ADDRESS 1423 3rd Avenue, Seattle, WA ZIP 98101 USE -0 FLOOR + SQUARE FEET OCC. LOAD SQUARE FEET Ors. sOUAF1E LOAD 1 FEET occ. LOAD SQUARE FEET OCC. LOAD SQUARE FEET occ. LOAD TOTAL . SQUARE FEET TOTAL OCC. LQ,AD TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year) II -FR 65 SETBACKS: Shore? i ne 40 N- S- E- ‘ill, PROTECTION: O Sprinklers O Detectors NIA UTILITY PERMITS REOUIRED? (through Q Yes ONo o Public works) ZONING: M_iBAR /LAND USE CONDITIONS ®Yes ONo i t 4 ■ vvisS CONDITIONS other than those noted on or attached to permit/plans): i . , , , - , , , , , .. , , - . , . r . .111, I. .- . .'- . . .- .- -, during subsequent Dlan reviews and hat work . ... -. , -rausQ of diccrap ncies found .ov r d under this aen iris limiter) to APF'HOVED FOR BUILDING ISSUANCE BY: A .. .7 /Ji `�4y,*- 'lam OFFICIAL DATE: e / -� I hereby certify that I have read of law and ordinances governing this permit does not presume to regulating con o ei and ex • sited this permit and know the same to be true and correct. All provisions this work will be complied with, whether specified herein or not. The granting of give authority to violate or cancel the provisions of any other state or local laws rformance or work. I am authorized to sign for and obtain this building permit. i t 4 ■ vvisS DATE: b -- SIGNATUR .- PRINT NAME: ■.10-L- COMPANY:)‹ (mil- DAI t 47- 1 I t This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE CF OCCUPANCY NO. DATE ISSUED: BUILDI :NG PERMIT ✓ (POST WITH INSk.:CTiON CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: - c c - 509 FEES n SCFaIPTION AlM NT 'R # "- DATE BUILDING PERMIT FEE ZIP 98108 455 -2101 CONTRACTOR S. D. L. Corporation ADDRESS 2100 112th Avenue N.E., Bellevue, WA PLAN CHECK FEE 2,9_90- .QIL_.f2F2 EXP. DATE Fi- 211-R9_ BUILDING SURCHARGE ENERGY SURCHARGE ADDRESS 1423 3rd Avenue Seattle, WA SQUARE FEET OCC. LOAD _ OTHER: OCC. LOAD TOTAL SQUARE FEC:_ TOTAL C. LOAD TOTAL -_.._ Q...00 , PLAN CHECK 8• PROJECT• INFORMATION SUI M VALU • CONS 'U ASSESSOR ACCOUNT # SI • i • RES PROJECTNAMETrENANT Boeing Employees Credit Union "Ku 271600- 0075 -01 TYPE OF U New Building U Addition Li Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: [] Rack Storage 0 Reroof ❑ Remodellresidential) LE Other- L.onndatinn DESCRIBE WORK TO BE DONE: 1210 Gateway Dr N $ 1,367.000.00 New foundation for future office building. PROPERTY OWNER Boeing Employees Credit Union PHONE 544 -3300 ADDRESS 7700 East Marginal Way, Seattle, WA PHONE ZIP 98108 455 -2101 CONTRACTOR S. D. L. Corporation ADDRESS 2100 112th Avenue N.E., Bellevue, WA I IZIP 98009 2-01-90 WA. ST. CONTRACTOR'S LICENSE # SDLCO * *231BQ EXP. DATE ARCHITECT The Call ison Partnership PHONE 623 -4646 IZIP 98101 ADDRESS 1423 3rd Avenue Seattle, WA �• a USE ,,: / / G d D QM / P I A N C E / °. .r,,': %, .;A,' / 4�dlt�': k. �,. •. Fj coR SQUARE F 1 OCC. LOA • UARE m OCC. t r,,,.• MJA.RE F- T OCC. LOAD SQUARE FEET OCC. LOAD _ SQUARE FEAT OCC. LOAD TOTAL SQUARE FEC:_ TOTAL C. LOAD TOTAL -TYPE OF CONSTRUCTION: UBC EDITION (year) _ L1 -1R 85 SETBACKS: iore i ne-210 _ N- S- E- W- UTILITY PERMITS REQUIRED? yes C] N o (throug Public .4 FIRE PROTECTION:OSprinklers [] Detectors .,D NIA ZONING: M -1 BAR /LAND USE CONDITIONS ©Yes O No _ CONDITIONS (other than those noted on or attached to permit/plans): T_ h /contractnr proceei1S tile-Lr • • ._____ risk, -iinl Li11� h t the n raec t r aulcl_be d &.&ayydi _owner or stopped bira u s e nf d isc to . ou undo this nPrmit_i_S limithd to _, duri subseauent_plan_ reviews__, .dj that work covered foundation con cti on only - APPHOVED FOR ISSUANCE BY: PAIN read em T ► BUILDING I DATE: ` � ������%1 L.� OFFICIAL I , -1:;21 and ex..i red this permit and know the same to be true and correct. All provisions this work will be complied with, whether specified heroin or not. The granting of o give authority to violate or cancel the provisions of any other state or local laws erformance or work. I am authorized to sign for and obtain this building permit. I hereby certify that I have of law and ordinances governing this permit does not presume regulating con • « • o 1 I DATE:' �` -' SIGNATURF! t .�' PRINT NAME, .WlES r te �LUit4■AG-1._L `COMPANY: - li-r - E U.- -/`I (qjT-i(1"' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. E ERTIFICATE OF , r j DATE ISSUED: CCUPANCY NO. CITY OF TUKWILA building Division 6200 Southcenter Boulevard Tukwila, Washinaton 98188 (206) 433 -1849 Type of Inspection Q7nc'Qe___. c-700( INSPECTION RECORD PERMIT # g7J9 Date Date Wanted \1" "7 1j9 Site Address ta--E-1 D Cl wci Lf • Project FE_) Requestor �Ot'.e, -`j �.J Phone # at-1-3- &53S Special Instructions (SW() CC• [ nspection Results /Comments: -12 5 a9.,10/4 >fS c s ,�e, 6-' Inspector G�'�1 � Date //1?-9 1909 City Jf Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary l.. VanDusen, Mayor Plan Check *89 -133: Boeing Employees Credit Union (BECU) 12760 Gateway Dr THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER__5(7941___. 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 4. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 5. All structural concrete to be special inspected (Sec. 306, UBC). 6. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 7. All high - strength bolting to be special inspected (Sec. 306, UBC). 8. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). 9. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Cade (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition). 10. Validity of Permit. The issuance or granting of this permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other regulation or ordinance of this jurisdiction. No permit presuming.to give authority to violate or cancel the provisions of this code shall be valid. BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER i-/z PROJECT NAME 060 q 1 � f /c p,� G - 6-- C&u �u (6eciL) SITE ADDRESS I77;0 lr--at_coa_t_i_ 0-K- DATE READY SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) USE SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET oca LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. ppA4�lE DEPARTMENT DATE IN A D11i'E ::: I BUILDING - initial review X. FIRE UIREME MEP tp -Z3- 69 ROUTED —Z' CONSULTANT: Date Sent Date Approved - FIRE PROTECTION: PLANNING INIT:5 INIT: S • rinklers FIRE DEPT. LETTER DATED: iv,¢ moo/ ZONING: ,a PUBLIC WORKS O OTHER REFERENCE FILE NOS.: MINIMUM SETBACKS: N- Detectors INSPECTOR: N/A .7, BAR&AND SE CONDITIONS? ' es z�-/0-) `fd W UTILITY PERMITS REQUIRED? No PUBLIC WORKS LETTER DATED: . a rU.LaPd NI,QYP - /MQ44.4a /0-22-,31 INIT: BUILDING - final review INIT: REVIEW COMPLETED TYPE OF CONSTRUCTION: UBC EDITION (year): PERMIT NO. CONTACTED SP CY-Q fOdY j DATE NOTIFIED Q' __ Q 5- 9 O l� (init.) -Jb DATE READY PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION BY: (init.) -y OTT Of TUKWILA l�ig y Tukrlla,!tWashingtonu98188 BV! DING�P�ERMIT APPLIC TION Control # 8Q-15:3 (206)-433-1,849 IQ700 Site Address +2.100- 4-2:-..180 c P•ce 1x2.ty Suite# -- Floor# — Project Name /Tenant PRvEIr..G E'.Mpt- otitse. Gtz .c'i-i L iiot.i —;. %-- o l Valuation of Constructiorf 13 (sip cc Assessors Account# as '1 0 Property Owner '$pe.NC3 Elnit�W-v `?lE2- Cte-et iT uWhoty Phone (Zo[o) r744.3 o Address 1100 rsnoAV WAh' 5.A- -E, W41.44tN*ToN Zip g81,0$ _MI Applicant 141 c.�s4- t.1!5C*t- Y2-T-r.D - tlP Phone (02.,•44D4.0 Address 142~5 -05124:, Au E, 51 *R-rG, WA. c16101 Zip x810► Architect /Engineer -rHE cA..uaso►..3 w9.:weesH1Q Phone Co2'si . 4(D410 Address 1 23 "WV /sue, Scoxrue.. 1� ,00m4 �C�rom Z i p g81A 1 Contractor 5:P A...., ,, Coiel:f-2,tiofitoN License# ' 7L,GO ** 2.113Gz Phone(2o0 4+c, • ZIO I Address 2100 112 AWE ,.).E.- L- -voe, V�IAtAilJ&Ta7,3 Zip eg8c041 Class of Work: New 0 Addition [] Tenant Improvement Remodel (residential) Reroof Demolition Interior Demolition Other�j /%E pjZ / jQ/U %pbunt97606 Describe work to be done ( ' A'' G:iI .1 ifthi i" 10 • . / jN944-L 6N Anne Ri NDAITW PEP-Mir ONLj , 4I -PYnc- OP 1l/iU2�►'�G erb ROLLUI•' , Type of Const. (UBC) 1 - Occ. Group (UBC)f,.2 �e•.3 Square footage of entire bui 1 di ng ; I4 Square footage of tenant space SIP. (X95 Building Use DFR,(e- A►/)p eDfy d_fYn Will there be a change of use? 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? [] Yes Ea No If yes, explain 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 AUTHORRIIZAT N TO DO THIS WORK. Applicant /Authorized Agent (signature) 1414,4 ' S.E.G.(>. Date 47q4-1 (print name) 461e A. 19,413I< 444' 0/ Fm. la-3-6/605" Contact Person (please print) $p;2 71 c. oiffief ne 6'23 .44.D 11{p OFFICE USE ONLY .j ,21 q qf%a Q G Pa 2 ?'2 C/ /z o l q FEES: Building Permit Fee (000/322.100) $ Receipt# Date Paid Plan Check Fee (000/345.830) Receipt# Date Paid Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL (OWES: $ ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entirg Building_: FLOOR USE /Occ Type SQ.FT. occ LOAD USE /Occ Type, SQ.FT. OCC LOAD. USE /Occ Tvo; SO.FT. OCC j_pgpr TOTAL SQ.FT. TOTAL OCC. TOTAL TRACKING 0 • DATE IN DATEOQT- COMMENTS BLDG Approves or ssuance ype o onst. To Mahan: Date Approved: FIRE Approved (Initials) Per letter dated Fire Protection: 0 Sprinklers ;.] Detectors PLNG Approves nitia s ['BAR ■ L'N1 U 'A IA-DITTO-NS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: NWD Approved (Initials) - Per letter /plans dated -* l �� * `y Site Project Valuation Property Address Applicant Address Architect Address Contractor Address Hauling Address Describe T-Ics(2- CITY OF TUKWILA � Building Division 6200 Southcenter Boulevard Tukwila, Washington (206)- 433 -1849 Address 12.100-12.-160 GRADING /FILL /EXCAVATION r--, 1. racy /9 J -- l.c�� r�-C. 98188 PERMIT APPLICATION foa-1 -7-( CONTROL# ::AZ'eWa`%' 1:m2.tVE Suite# — Floor# — Name /Tenant of Grading Owner 1100 pAveioe, et tet.ocier s>cr OPto/v -IQ /LI 4.t ae' Assessors Account# c=4, -1c% . ocr1O YAve.10 , ErotpLoL?EE, cae uT Or.Dcor� Phone (20(p) '4 , 3300 {✓. MKWttrit.5f+.c.. Vlb*Y +r -rc.E., 00P54411.3c3'Tn►J Zip Ct%i0a - {iE. c'c. 0SGN Tw►a.-tWE�sVWP Pho ne &. ) 42z-5, 44.0 c 14"v 3rzV AuE., GEAT11.,E, V .NIN f O Zip 9451c); /Engineer (14217 - -}E cArc.usop,z p eT►J_2. ,p Phone (Zoto) (at 3.11(g 4, ''il -) At, .. s,Q�-rTC-E, WASHwlerro.) Zip o(ct5l0I S.D. r,, • CoRpro.".rco,v License# SpLcc) 9i * Z3) l7Ca Phone (ZO(D) 4 .2to) 4.100 111. A.U.E. N.E. ' u.v0E, 01/4.16.s.v4 toe/n Zip ci E 9 Co. Phone Zip the purpose and P.xacL.t>i►-nrs extent of fill, excavation or grading Exc^svA- -t-to• "NM) e1 N -noris pm) st.Ae2s Cut (c.u. ) 100 Fill (c.u. )11(14 I CORRECT Applicant Contact Two (2) sets of grading /fill /excavation plans must be submitted which meet the application requirements engineering An ment A Hauling of Section 7006(d), 1985 Uniform Building Code. A soils engineering report and geology report may also be required. Environmental Checklist is required to be submitted ($100.00 Fee) to the Planning Depart- for any permit grading /fill /excavation 500 cubic yards or more. is required for any grading /fill /excavation of cubic yards or more. certificate of insurance, route map, and permit fee of $25.00 are required. A $2,000 bond, HEREBY CERTIFY THAT I AND THAT I HAVE /Authorized Agent Person (please print) HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND THE PROPERTY OWNER' AUTHORIZAT N 0 DO THIS WORK. (signature) ..tatq Q E.4). Date (2'0.81/ (print name) G ,fin,, P11{VK. • Ave:. 4- krrolur... Phone 61p2'3.4(044p FEES: Grading Permit Fee Plan Check Fee 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 $ DATE IN DATE OUT CnMMENTS BLDG pprove or ssuance PLNG Approved (Initials) SEPA Checklist required: 0 Yes 0 No SEPA Determination SEPA File# PWD Approved (Initials) Hauling Permit Required: D Yes No N T CASCADE TESTI( LABORATORY, INC. TESTING a INSPECTICiI. / ENGINEERS /GEOLOGISTS 12919 N 126+.. PLACE KIRKLAND. WASHINGTON 96034 EVERETT 12061623.9600 12061 23906 17 TO. 80F /4/6' /577/fil o 'I B 1 C /PED,T L/// /a,f/ 770 0 t. /VA c. 1449/ s,E,4772.e , G1/4 lr j(/ o r s. y�6 ATTN. % /rICy /)/4"/P �f THE FOLLOWING WAS NOTED: SEE FIELO REPORT No. N2 57081 DATE /0- a6 -fr9 CERT. NO. Fy9 -41 SLUMP PROJECT 6 ,I/6 /Err! 'L F/i J C/5D/ c /,(// ,v LOCATION -1 /off --I •14- .� WN y 0 R. -1C , 2 /L A LOG. PERMIT NO, OWNER AIR WEATHER RA'/ Al TEMP AT AT AM PM ENGINEER /4BkJ" /,/C, ,2 U Z.r ARCHITECT SAL L/ 5 n .4J P A'PTA/r sN //° 77 CONTRACTOR SD ,Z ys FIELD TEST DATA 64. /,/ TRUCK SAMPLED isy TRUCK TICKET No, y /T/f d: TIME SLUMP %AIR UNIT WEIGHT YEILO CEMENT FACTOR TEMP. CONC AIR it s 0 `' 7 c.A. ,2 U Z.r ,c3 Se 77 sr ,Z ys /t -d3 TOTAL / Pit SDD 60 5-30 3 3 Al i 7 // —613 e,t r f 315--0 i7/000 (, 700 60 0 SO 33 �� .x_3`.1 9,11S' COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS fzy,#.0 CEMENT / a a 5-00 ' SET N0. FA. /34,,5 1' - 2- 7 c.A. ,2 U Z.r lZ /;oo ysso WATER ,Z ys /t -d3 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. a 1(5 jo —z-n 1' - 2- 7 , �x /a I lZ /;oo ysso 33 *it& /t -d3 02? / Pit SDD 60 5-30 3 3 Al i 7 // —613 e,t r f 315--0 i7/000 (, 700 60 0 SO 33 �� .x_3`.1 9,11S' l / -a3 .5/4iE \I PRODUCERS: CONCRETE (1P '5A CEMENT AEA /ADMIX.I4/NA S.1244 CAC12 PLACEMENT AREA & NOTES / ad A/GS / i MAO L/L QA,RA¢t a,✓ L /,✓I 196 Q L,.i/i' /°c. "hi Pz/ Pie PG, Pk .444D d,J 4/4/E P T, Pr CU. YARDS PLACED Y.3 DESIGN STRENGTH S .dd1% COPIES TO: 'J 6 l. - V, - C,P -5O I -13O I(-30 ii'Z81)-19 CASCADE TEST(' TESTING & INSPECT. 12919 NE 12614 PLACE KIRKLAPD, WASHNGTON EVERETT LABORATORY. INC. / ENGINEERS /GEOLOGISTS 98034 12061823.9800 12061 269.0817 TO 130,6/ A./ nmL Uy/�i:f o/T O,v/aAI 7700 /_=. / /4,96/{/AL l4J4y s . ,5/SA-77-L,6- 't//4 S' /a r ATTN• cif /n / t f? /c'S THE FOLLOWING WAS NOTED: SEE FIELD REPORT No._.1. Na 57082 DATE X0-127 — F9 CERT. NO. 6-' -a 9 PROJECT 60/5/4/d 15/VAlu >/, r CR/36,T 0/00'41 LOCATION i 770 &477 k41/ v2 -7-'6/A,4044 OWNER EI.J-1726c //l - RMI-T..NO. 1 t4 C. L Oti4:/ TEMP AT AM AT PM ENGINEER A 13,(,1 /A /G ARCHITECT GA LL is OA/ Ph 7, -f cRS�//) CONTRACTOR SQL _ FIELD TEST DATA /y% /)( L) TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 0; /(3Ya // - 3 7 C.A. ,2 opt S s,3sic' 70 S`/ A 93" TOTAL G“- /78500 Co 3/C1 3 y of S= l d � � a-8- /?7 Sao !°ZFo , a 9� COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS FcyAra CEMENT /00 $.00 STRENGTH PSI SET No. FA. /3!j S" // - 3 7 C.A. ,2 opt S ( 13000 q 000 WATER A 93" TOTAL G“- CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. on ? /0 -a7 F9 // - 3 7 G x /a ( 13000 q 000 I 3 1 c lEd' /r -a6l G“- /78500 Co 3/C1 3 y of S= l d � � a-8- /?7 Sao !°ZFo , a 9� Gi - /ARf \ /6 9:5-40 515-0 r _ PRODUCERS. CONCRETE QA� AEA ADMIX.WkA PLACEMENT AREA & NOTES • 44*7 CEMENT Z — 2r CAC12 CU. YARDS PLACED Li -y DESIGN STRENGTH +SQUD P,hRe/A/c a/ARAG/1 a4/ t,&'41 P) L /Aver PfA PF Ail /1, PAr, 44/D o L /,/e AY OD P,T. QQ�� �p ^ .� ^ ^ INSPECTOR: COPIESTOI��'{'e - 146K,- C'P -SOL • T uV-6J U"Z$ (1 -3b 11 -i SIGNEOI CASCADE TESTIr�" LABORATORY, INC. TESTING & INSPECTI E NGINEERS /GEOLOGISTS 12919 N.E 1261,+ PLACE KIRKLAHD, WASHINGTON 96034 EVERETT (2061 823.9600 (2061 259.06 17 TO Z7 e o ,E , 49AJP 6 /A/4 ` IA/ A)/ J, '✓A 98'/0 8' ATTN. fF /My PAI,41S THE FOLLOWING WAS NOTED; FIELD TEST DATA /h /�( �j 7,3 /C GI/ REPORTLD 7 V N2 57039 DATE ( CERT. NO. /1— / -?Y 8-77-09 PROJECT 800/,4/6 h:mPCayee.r CARD/T NAM, AI LOCATION ,/a 7 6 WA/ 00 -1(z ' ,JL A "BLDG. PERMIT O. OWNER 7 WEATHER S4 4/ A/ ENGINEER 413 4'T J4' TEMP AT AT AM PM ARCHITECT CA IL/ SUA/ PA/174/64 SN,P CONTRACTOR SDL TRUCK SAMPLED /,,,5 W TRUCK TICKET No. y.2 /7/ TIME rr SLUMP I %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR //;,s 0 `1/ 7 C.A.�'/ F180 S. 7 sk 702 G.1 .24 ...c" // -29 TOTAL 2Q6oDa 720 3 y 3 3( 1 �-2� 0�.� Gv O 4/Oe0 7Z— U 3 9 3132- / /-Z9 .544E COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS fly,43# CEMENT /AO 5 y 0 STRENGTH PSI / SET N0. FA. /375 /I —S 7 C.A.�'/ F180 /z/SSCd 5/Sd WATER .24 ...c" // -29 TOTAL 2Q6oDa CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI / SET N0. 3/29 //./_10 /I —S 7 Gx /a /z/SSCd 5/Sd 3 9 3 / '3 O // -29 028' 2Q6oDa 720 3 y 3 3( 1 �-2� 0�.� Gv O 4/Oe0 7Z— U 3 9 3132- / /-Z9 .544E 970/ -00, 7/30 39 PRODUCERS: CONCRETE DC 45A0141 CEMENT CU. YARDS PLACED 7 0 AEA ADMIX.14/4/4 G OZJ' CAC12 9r. DESIGN STRENGTHI'4d G PLACEMENT AREA 6 NOTESCOL-f 3M<30< 3P) 7Q /J , / //c/ /1/4 s1/04R k/ALL OA/ L<A/A 0 dTwA/• G ! Ei; foci s /,v Ph% / A/C QAAAG /P o,✓ P S O Pf, Pr, PA /'D ' o4/ PA A P7/P4, PS COPIES TO: 1364 'I"' d 50 [ r 12 &13 -3� /I /16 INSPECTOR: Siek, 69f41. SIGNED :� /-� CASCADE TESTING LABORATORY, INC. TESTING & INSPEC( N / ENGINEERS /GEOLOGISTS 12919 N.E. 126 *.. PLAC . KIRKLAND. WASI•MNGTON 99034 EVERETT (2061 923.9900 12061 239.0917 TO aDe//✓6 i mootoyes cizzAir UA//D /✓ 77d C) /`. /Y/A/P6./4/4 G k/,41 ti/A 9 ? /0' s, /P%')/ • P,4 / /ii i THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD C 3.2 3 REPORT No. N9 57038 DATE , C CERT. NO. SLUMP PROJECT doe /A/4 f mPIO) s.s C A' D/T l/ //a 41 UNIT WEIGHT LOCATION / a. 770 &fr7 k/A,/ 1) 41 7 4kilt a CEMENT FACTOR $1,-flG/PEq f T F1D • O OWNER AIR THER T TEMP AT A AM ENGINES _413 /1'J- //✓G 20,p- ARCHITECT GAL L/ s 04/ /°A04/419,i N /P 70 CONT RACTOR J 10 L ? #/J TRUCK SAMPLED ASS TRUCK TICKET No. 92 /Q 9 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2030 11 7 C.Af 20,p- s.3 sk 70 .5 ' ? #/J I / / -Z TOTAL /41000 6 4/ 4zD 3 5 30 35" 1 // - a a 8' /8ASU4 ya 0 3 5 3036 • / /-2 f jPAO COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS FayA4/ CEMENT / 0 o . x"00 STRENGTH PSI SET 140. ■ FA. /3 6.5- 1/ -? 7 C.Af 20,p- izs506 g5e5D WATER ? #/J I / / -Z TOTAL /41000 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E ' WEIGHT TOTAL LOAD STRENGTH PSI SET 140. ■ 3° /0- 3' --(f9 1/ -? 7 Git /a izs506 g5e5D 38' 434% I / / -Z 02.8' /41000 6 4/ 4zD 3 5 30 35" 1 // - a a 8' /8ASU4 ya 0 3 5 3036 ` / /-2 f jPAO / Y. c, a X9'4 3 8' PRODUCERS: CONCRETE 060°AN AEA ADMIX.M/IQA 5r02.l• CAC12 CEMENT 1r CU. YARDS PLACED 7 . DESIGN STRENGTH 5.0 d d PLACEMENT AREA & NOTES G CiL .t 3 "1/ 30/ 3 P, y 41 $'/P,; alma, L1e,4g .L 4./ 1r /L/Lt // t /.. 44✓D r '10er Al CASC� E TESTING LABORATORY, INC. TESTIN INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E I26*.. PLACE KIRKLAN I, WASHINGTON 99034 EVERETT (206) 023.9800 1206) 269.0917 To' es g//v+c i. fR,Op5h j C. gap iT u 441i0 7700 ivA/rc/...mc. 14./,4y e 4 TfL,G, WA 9r/0 f ATTN• (.3-415/My 1'A4I(49 THE FOLLOWING WAS NOTED. FIELD TEST DATA / AP ...EE FIELD ;✓t�� y3 REPORT No. is, i� N2 DATE //- 02 0 F7 CERT. NO. e99.- 0 9 PROJECT 6 oI /A/o 4ofP1o/ X `s C /13,e1) kr LOCATION LOG. PERMIT NO. 7___9 OWNER TEMP. WEA M3 •Cat/D/ TEMP AT AT ENGINES Aaks i A/C • 11-27 ARCHITECT C'41,4-/.50 4, /A ti'741r'1456&/ P & x i,- CONTRACTOR s0L 6 e TRUCK SAMPLED TRUCK TICKET No. y.3�9t3 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2. YS '/ 11-27 7 & x i,- ,s: 7 sk 6 e SG s / `-I2C?b 1/-11 azr s-i L1 7 i2 -!$ ax 1 Si (-12:? \, (2 - kg s pNR4 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU .YARD ADJUS' WEIGH DESIGN WEIGHTS ftyAUfl CEMENT /.1(% syo 9'e MOIST FA. C.A' WATER TOTAL /37.5 1Sred CYLINDER NUMBER DATE MADE DATE TESTED AGE GAYS S12E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 12' 5 W- Aa -11 11-27 7 & x i,- // 'c2 4/2/0 s / `-I2C?b 1/-11 azr s-i L1 7 i2 -!$ ax 1 Si (-12:? \, (2 - kg s pNR4 1/4s-1 PRODUCERSI CONCRETE (%G43/4 ^� AEA. ADMIX WW✓"JA PLACEMENT AREA & NOTES r rd 2.v4 /=6nnR a 2s. CEMENT CAC12 ©M/ CU. YARDS PLACED 1 1 DESIGN STRENGTH LCUQ d C .' Aa/D COPIES TO; C - 1!5 - 0,0 -50( - t u e I t -LL/ INSPECTOR: 019/114‘-' SIG NE Di . 1."" rsa...— ••••••4� -��� TO• CASCADE TESTING LABORATORY, INC. REPORT NoJr•3e� + TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12919 N.E 126,.. PLACE KIRKLAND, WASHINGTON 99034 EVERETT (2061823.9900 (2061 259.08 17 13 oti/✓G / r�Pla y/3 s c /e/ID,T 4 . ii 7700 E.. n9 ,# 44' /,441. c✓A, S, SX5ht.TTLe, 41/4 2'k /a ATTN' J /`Qy PAR A/ THE FOLLOWING WAS NOTED: FIELD TEST DATA a N2 57050 DATE // -4s =6'9 CERT. NO. F?79 -09 PROJECT !30/s/A/' rrePzeiree. G /PF,D /T U 4//0Ai LOCATION /47 cv lr y DE ik�✓,G ,� OG. PERMIT NO. :=-7 93 OWNER WEATHER P/ AT c LoQQQ y TEMP AT AM AT PM ENGINEER A /& T- //✓C. ARCHITECT c/41-4/ s a ,t/ /°ARTAAF/eS// /P CONTRACTOR SDL TRUCK SAMPLED As-8' TRUCK TICKET No. _r 3 iig. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR /ltl$ 11 7 C.AA / O Q D L5 7 sk 6 8' k.5-0 26,3- 1z.43 TOTAL sd 405-6 1 tv.-1 a-8' s-0 stto,r) \ G7 \` COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU, YARD DATE MADE DESIGN WEIGHTS % _ MOIST ADJUSTED WEIGHTS FPyAlSH CEMENT /A0 390 STRENGTH PSI SET N0. FA. /3 %J X1.2 k 7 C.AA / O Q D /09 0 3yco0 WATER 26,3- 1z.43 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. Ltb 9 l/- 4549 X1.2 k 7 64 /a_ /09 0 3yco0 6'0 9&sr' 1z.43 ,2.i sd 405-6 1 tv.-1 a-8' s-0 stto,r) \ G7 \` ,S 0 PRODUCERS: CONCRETE r/C/4.g41 CEMENT AEA ADMIX 141A G du. CAC1 2 - .zz CU. YARDS PLACED SP DESIGN STRENGTHS 0 d 0 PLACEMENT AREA & NOTESGQL .S 9C/ )O9, /j,c/ i/ 5 /! ,c 4/D L /FY COPIES TO: t rl'J V.3".- CO --SD TU(4 D J (r� INSPECTOR: SIGNED: C� CASCAC1° TESTING LABORATORY. INC. TESTING ( ISPECTION / ENGINEERS /GEOLOGISTS 12919 N.E 126r.. PLACE KIRKLAND, WASHINGTON 96034 EVERETT 12061023.9000 12001 269.0617 TD• 0%' / ot/0 /.5MPLQy rf r C_ /Pt t 7 6i.1/ /0 ✓ 7700 F. IM4.1G /4/A1, 1/1/4}/ s/A7f1.4 h/A 9 Pio t ATTN. �F/ph)/ PAQIJ THE FOLLOWING WAS NOTED: FIELD TEST DATA jyj //(lr �p 4 � TN � 3zvy N9 DATE CERT. NO. F179— 4 PROJECT !3 of /,v4. /rorPt ay ac s c /P� /r LOCATION PERMIT NO. OWNER BLDG. WEATHER ENGINEER AI6/Y1 / A/C. ARCHITECT TEMP. AT AT GALL/ SO PA/QrIJMsrnP CONTRACTOR SOL `TRUCK SAMPLED /5S TRUCK TICKET No. 9,26d9 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR 1 TEMP, CONC AIR 9;/p '1 7 4 x t 6,SS4' 70 60 35L I f .,; -4? ,2,r y G `3Fti6, a. /P7 -6/_ xe yG 3Sty 107-49 SPARi COMPRESSIVE STRENGTH BATCH DATA FOR 1C CEMENT DESIGN WEIGHTS // FA. C.A, WATER /3?-© a.70 TOTAL MOIST .YARD ADJUST1 WEIGHT CYLINDER NUMBER OATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI 1 SET NO. C_ISIDO // -8'4? //-15 7 4 x t /Z 5-600 4410 Y4 35L I f .,; -4? ,2,r y G `3Fti6, a. /P7 -6/_ xe yG 3Sty 107-49 SPARi V 4 3 501 j/- /5 P. 1✓ 3 975"00 34S0 � 3563 MP/ / A G /24000 17/44 V6 PRODUCERS: CONCRETE OG64^' AEA ADMIX. PLACEMENT AREA & NOTES P / � r CEMENT 1� CAC12 CU. YARDS PLACED 1.5-9 J 96 DESIGN STRENGTH I-50 a c7 A/. COPIES TO: eec - -C - 50L - 7u I 1 •-g0 INSPECTOR: SIGNED: �Y REMARKS: Es7 L //✓ s W G �. 08' A/0 a Al F . AL so ail fed(' 71 z s'r/.%Ac r,44:7-- ./4i / /✓s741L4D 't/ .Z ,✓J �Loo,p sL/4.8I ✓//E CaA/772Ac tS Ca./ A/ n/% ro /4/siNL1 T%>`e /°T. 1-4 /Dews. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: INSPECTOR: Olt '6e ao FIELD REPORT • CASCADE TESTIy� LABORATORY. INC. TESTING Al INSPECTION. c.NGINEERS /GEOLOGISTS 12919 N.E. 130rw PLACE KIRKLAND, WASP1frGTON 9ea+4 (20e►e23 SSOO EVERETT (20e1 259.Oe17 ry]�j 0/W10)/4s ,s C,P,3 D /T cd #t/ /D Ai 2 PREVIOUS N o 55542 REPORT No \' L DATE / /'- / 7- 5-7 CERT. NO. ry -o 9 L 2 TO Q 0t /A/G PROJECT 805/A/f Fir/P[ofie :s c /Pkd.T Gn//a 41 LOCATION /i22 rFwpy hf 72 "/4"4 DG. PERMIT % 93 OWNER 7 7 a 6 .. fl 4,P ia/At N/Ay S. ~Z+VEATHER-- L.i-aILD,/ TEMP. AT AM AT PM .S /,=ATfL/ G✓A 8'/O 8' ENGINEER A &/KJ' /AVG. , ATTN. •1'I: /P�P�/ PA/Per ARCHITECT ,p CALWO4/ / A/77-4.1'Rs.44 /I' CONTRACTOR S OL (2) INSPECTION PERFORMED _ RESTEEUCONCRETE x RESTEEL ONLY _ RESTEEUMASONRY — STR.STIWELDING X OTHER P7- 725A/0 011.1 STR.ST /BOLTING (3) ITEMS INSPECTED — FOOTINGS — AUGER CAST PILES — DRILLED PIERS . SLAB ,_ COLUMNS = WALLS — BEAMS _ (4) LOCATION (AREAS) (5) CONCRETE /MASONRY SUPPLIER MIX NO. DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT SPECIMENS CAST ( %) }� /'✓ SEE CYLINDER REPORT NO. r YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ REMARKS: Es7 L //✓ s W G �. 08' A/0 a Al F . AL so ail fed(' 71 z s'r/.%Ac r,44:7-- ./4i / /✓s741L4D 't/ .Z ,✓J �Loo,p sL/4.8I ✓//E CaA/772Ac tS Ca./ A/ n/% ro /4/siNL1 T%>`e /°T. 1-4 /Dews. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: INSPECTOR: Olt '6e ao FIELD REPORT • -_ ` "31 L CASCADE TEST LABORATORY. INC. TESTING 6i INSPECTI , /ENGINEERS /GEOLOGISTS PREVIOUS A, REPORT No I V 55543 12910 IV.c. MST. PLACE KIRKLAt -C WASHINGTON 9eo34 GOO 1523.11800 DATE .1 �. ' /1— 2 7 ( v / O ( CERT. NO. S/Q � v / 9 -G EVERETT (20x)2'50.0817 8,94 n PROJECT gae. /4/6 F/,/iLoyir4 s CRF'D0 r L/.4//D A/ LOCATION 7711 GAY t4/Ay }D IA T1, 4•11// Z4 BLDG. PERMIT NO. • 7 OWNER To: iAra !iotPL0r/✓ 1 .:1 C ifeeiT ci .✓io 41 770 v F. MO V..f//4C Lt/A/ s, WEATHER GLo&d y TEMP, AT AM AT PM SF-A77LF/ WA 9.x'/0 8 ENGINEER /4.8A'y /.✓c, Am 3/5 11/ PA AP.(/ ARCHITECT C..4I-LiseAl PAAi 4iSN /P CONTRACTOR SAL INSPECTION PERFORMED ,Y,... RESTEEL/CONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY STR.ST /WELDING — OTHER STR.ST /BOLTING ITEMS INSPECTED FOOTINGS ^ SLAB ` AUGER CAST PILES _ COLUMNS -- DRILLED PIERS 4 WALLS — — BEAMS (4) (AREAS) 6iii:'AR 14./.4L1.5 A/POG ✓D co /Iif 672,41./ vt) L ///r&..t 6 i Si AA/Q /" ? /r At r Ti .2 .✓a ..L da,P. (5) CONCRETE /MASONRY MIX NO. S 73 A Al DESIGN STRENGTH (f c) cOaa O SUPPLIER cL_'A AI g TOTAL CU. YD. PLACED 9 / a SLUMP (INCHES) I SPECIMENS CAST Y— G X /a AIR CONTENT ( %) SEE CYLINDER REPORT NO. , S.- TO. 5-7 ,., YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., REMARKS' JI . • r • HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: SEC -461 .3.CQ -SQL- I uI!10, II -z$ INSPECTOR: 19 91t. �.gl, FIELD RE r ORT • SIGNED• 1 r CASCADE TESTI( LABORATORY. INC. TESTING & INSPECTIO. . ENGINEERS /GEOLOGISTS 12919 N.E. 126*.. PLACE KIRKLAND, WASHINGTCXV 961034 1200623.9800 EVERETT 1206) 259.0817 /� /rlPlay tr 1 C ,2i Li/ T u.4/ /a 4/ 0 PREVIOUS REPORT No N o 53250 T, DATE / / " // " leF a CERT. NO. F97j Q9 TO: 1341'/,/4 PROJECT a o,E /,N6 /_ =/riPL a y/ze :s c A6D,T 4i V/ Al LOCATION - ..G.4YPy/.ay PR "4/4/41/44 BLDG. PERMIT NO. 7 ? -3 OWNER 7764 d f. MARC /A/AG. 414,9)/ 5. WEATHER PT- C L oci D, TEMP. AT AM AT PM .5/=477 L1_, wA ysliar ENGINEER A!3, f /4/c. ATTN• %` V/ r°,t.B.N.S ARCHITECT G.4LL/.ro 41 PAOTT//-`' s'4/'P CONTRACTOR svc (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _X, RESTEEL ONLY _ RESTEEUMASONRY — STR.ST/WELDING OTHER StIESS /4/4' P:17— STR.STIBOLTING (3) ITEMS INSPECTED — FOOTINGS — AUGER CAST PILES — DRILLED PIERS _ SLAB COLUMNS — WALLS — BEAMS -X- (4) LOCATION (AREAS) (5) CONCRETE/MASONRY SUPPLIER, 15e-7671-0‘. MIX NO. DESIGN STRENGTH (f'c) _ TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT SPECIMENS CAST ( %) SEE CYLINDER REPORT NO. YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _ w REMARKS' S K 44, C !3"1".,/4/ /,t/L5 6 k' 444 /= ? rr P,Pio,v 7-4 fo.P/*i -+v' B t/A c J-1/3/3: L L,/,4's foa ✓V Co /3 2 P/3, , P.eodr5 0 PL. 4t4r. Co'0,44'531) rieig '9j 776),6.5:j/A, / 3.,✓!J „✓1 / ,' T s - t3 /.s T �G .P • c-o,vtr' cT • /.5 Cp ,✓c4 /A/o To /'LacL 7-M3 AFs7 J a L .2A/40 Aida? 5441. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: 6AV%-. '/ • COPIES TO: 0E "AS -CO 50t ":"TC)616C3 FIELD RE OR SIGNED. E. CASCADE TESTI LABORATORY. INC. TESTING & INSPECTI& ENGINEERS /GEOLOGISTS halo nIE. IZe.,. PLACE KIRKLAN.O, WASHINGTON 90034 (200 8234000 EVERETT 1206) 280.0617 j f C #8D'/ U.4.//U Al .. PREVIOUS N2 53248 REPORT No "` DATE / /._ /9* O 9' CERT. NO. 8'7— o 7 7 VV !` /` TO: BOA6 /A/ri /5A%PLGyFF PROJECT 113 d/f/,✓6 l •rr1PLop, Lc C RbD /T G/.✓ia 4) LOCATION 70 G yv_ D R 71 '*r/tL 4 PERMIT NO. S7 / 33 OWNER 7700 r'. /YIARG- i414.. `t/A/ S. WEATHER PT CLuav)/ TEMP. AT AM AT PM S F.4772-e; h/A- F P/0 P ENGINEER .411#‘7" /,✓c . ATTN• J/ iM/ /°44es, ARCHITECT c/4GLisO4/ /04gTJE/PS// /P CONTRACTOR SOL (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _,._ RESTEEL ONLY — RESTEEUMASONRY _ STR.STIWELDING OTHER srR'Is /" ' STR.ST /BOLTING (3) ITEMS INSPECTED ._ FOOTINGS — AUGER CAST PILES -- DRILLED PIERS .. SLAB _ COLUMNS -- WALLS — BEAMS .-(. — (4) LOCATION (AREAS) (5) CONCRETE/MASONRY SUPPLIER 476010"' MIX NO. DESIGN STRENGTH (fc), TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT / SPECIMENS CAST ( %) SEE CYLINDER REPORT NO. YES NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _ _ REMARKS: Gd n/PL /ETFA T/J rRA.53 / 4/ G o/° THE' F/f72ArA/ 4/J Tflai'k//_°R/i n. 4-T . Ai / • ' ti T st 4B P. ea • lac ca/►1PL 3 rfo 7-194f S Tyr- -s s /,/ AORTA r,✓/. s T s LAB Poca, HOURS ON PROJECT. TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: C - F{ 3(5 --Cf -SOL X2.1 A I r� INSPECTOR: tiYem FIELD REPORT SIGNED: T IN 1 Iele fMl�t•tly /O/.J c"1" I�Avivw k�rojectert. No. 8-99- cr? CASCADE TESTING 'L( "RATORY. INC. SHEET NO ,./___(" OF TESTING • INSPECTION /EM .ERO GCO OGISTS CALCULATED SYPC4 MJL44!/P GATE /I /Y -R'9 12919 N.E. 126th P1. Kirkland, WA 98034 EL t GAT I ON REPORT Floor, ! al Area ,N0771/5.Asr Paca Tye: '. • ._. ,Kip Force: 33: Area: • . i i . P.S.I.:: ‘,P6U• :..... No. A = Design 1Q= Actual i Direction 1 Location' and /or Ling i i Remarks : , _/,11 a 4._ ail y .Yy . y'* y Ai ro'S �_ colsin_.. L6t/I R- , ; , ,sfRals /,ef_c./LcriiAo R,gsrA� ss so _ . __..._ •. • .. • - : ' y 7g 1 i _ ;% '1 • co zap 164 %. -8 c� ; : j ; ' • y, 1 ► , 1 i ; , • Ri.f si/1115,1( elp 1 f 1yl I .1. i i ! I ! I _ y �� ! i Sits ie s s .3,40 1 �( , ! , 3 /t8r I i ( . X70' 1 1 ` '. RAs i �P,f, s,d4 _.� .. r i y �� T ! Bps 7.4:1. /SD f ' y 4 I' I. it i, ! • IiirrRN, s,io . f i • Viii ' • I f • 8/3s741/s.sii3O • 13 ! 1 1 : ` I i . y -- r--i -- • Rg��/ '• eiis rA,�.,s.0 ' s >s�ss�s/� r✓ox7,yll /a,✓l• / � . w,ro F � coo q , 02 it + i ' I 4 - i • T CASCADE TESTING 'RATORY. INC. TESTING a INSPECTION / E .CRS / GEOLOGISTS 12919 N.E. 126th P1. Kirkland, WA 98034 ELp1GATION REPORT ts Project�rcoy.:.c J c- "b"r�Cert.No. VP9 -O? SHEET NO 1 OF CALCULATED BY Au) .AI/444W DATE 1/- 4'5 Floor, /..s7 Area r1/0R721 wfis > 6261 T .Type: Area: • • ' ' Kip Force. --f - ,...- .._`, P.S.I.: • ? : 3 • • (� S(G /1 I i No. la. Design at. Actual I Direction Location and /or Line ` ; Remarks: , i / I 6 _... l__.. 7 -Yy . * ._.. 7 / . r-4 X2.. hl Yii i� c Q&4 _44gE,✓- QtactL steheS,P i✓‘-� .✓ NpeTN f.,i0 • r ' . I , f /y A coiaRL,(Lc4 .DQ4AL pot/ _. � • i f 13 , I i ' ; T ► f_, 4,_2'.._ . ' %a: i, 1. i . ; ' _. __IL /0 _; . : i 1, 1 ( 1 1, i !. ' 1 i • sF1.r ' /ei I 1 i • ' i ! i i 1 ._, .._g___. « � /f ' :—.- GIB*•4/c'uee- Q'Qate!✓_,Docg1Le! ( 1 l f i► I • PuL . , t . 9,Y 1 X . I ' i ! I t I I 1 N �1J� i S 9 3,9 Ysi, lyi �'� f .... ..z.?/..? ..................... 3 1 ' f ! i i I 4 ' _.T I , �1 — ca... •,�` c v i • --1 - i r� F al.. ` .v`4•rH . _-L _--� 3'y S' . _... ._..:_.� _ ___. __ .........�_ :_.__..._..__......__.. .._.....:...... T CASCADE TESTING 'RATORY. INC. TESTING s 'NSPCC TION /E .RS /GEOLOGISTS 12919 N.E. 126th P1. Kirkland, WA 98034 ELQVGATIQN REPORT U(114/NV tznirr- vrr4- ,l LffelIl/ a tto Project, art . No.� - 0 9 SHEET NO 2. — OF 7 G 4 CALCULATED SY DCAS .. 1 /LCO/P DATE fry ,,e+cf7 Floor / .., r Area /t/D PTf1 /4/0-sr Pa e, TYPe Area:. ..— .i. _ r r ... ^ Kip Force:3.3 - • ' : P.S.I.:: . G)m d ! • ,. ... _ I • • No. a. Design Q = Actual l Direction Location and /or Line ' ; Remarks: ; .._G___ _.... ./0..._ _.l _..... .2'N..:____ .... - _ _ .� 3 /y...... . .. if _ ..;,Z' w.:r(1 `r :. �_ ...._.. ; _ assei 4g�`x',v- cove„E • sT ;?r' ' , _.. _.il/e ...__3 _' // i4_ 4a. coki4; ".Av /r0. - hip WA/ DpaBa_!' . 5 3 . . , 0 %`L�.. : . ! 1 11i ! I t j 1__.. / ., /‘ _ :_ ' .. .. _... ..1.� J__ ..1l; /1 j_a 3r /y ! - -- r ; 1 _. _ _ : _ _. • ! ._._ 1 I ■ + 'r + . I t • r t FF _11' 74i r ! 3/ 11 r23 Jj___' .L_ � ! i I ! ? + . • ' ! ., a ,ak. 3/y 103/ CASCADE TESTING Li 'ORATORY. INC. TESTING & INSPECTION / E .SRS /GEOLOGISTS L 12919 N.E. 126th P1. Kirkland, WA 98034 ELONGATION REPORT Project Cert :- No.299,-a9 SHEETND. - OF CALCULATED CALCULATED eY,961' "IiLLe: /P Floor / i_ r DATE 7 //-/9-41 Area AJORrH k/�s7 PO to • P Fore 3 3 Type: ! �. P.S.I.: 68'6 0; Area P.S.I. No. P. Designj= Actual Direction Location and /or Line ' f Remarks , _1 ._ _/ __.._...o:L" 3 x-- 'At • u'%. 3 • 3 w r-o_'.r: I✓ TO S cyui4. +..firo__ . _. cost, �i.4[) -;S/t ✓FQ • • sr .1,4ss /mac airy r,✓o. • ... s f�P ✓ ✓4 g s7 :xA/.D• . • ! ' _. __ - 2— o • ;3 • ' 1 i _. 3 • __,.t._ i i I ! - -- _ . 1 I • 1/ ! . 4 I ; E =1--3– 13-- ! I I I • , i , I , I I i i i ., 1 �U i j yi `1 i I i /X lig / Syr i4 /7 .._ . _... - y _. ...... .. _ _ _ l T CASCADE TESTING )RATORY, INC. TESTING & INSPECTION /E .LCws /GEO6OGISTS 12919 N.E. 126th P1. Kirkland, WA 98034 ELONGATION REPORT e d Proj a tM/2i6Yhrf f c oxi)/T UC:BT C ENO. - SHEET NO. --. ` Or 7 CALCULATED ST DON /0/44019 GATE. // /y-t' Floor / -i r Area .✓e aTN WAsT egy_ Type: Area: Kip Force: 3.3 .....i..__:. _ .. _ _ _; ..._. .:... P _S.I.:. ‘78-40, 1 Q = Design Q . Actual' Direction Location and /or Line Remarks . IS 1 ' 4- ' 1 }}i 1 t ' i • /,- ' , _ T I t I I � I f j t : i i y I i I 1 , lk* -. 1 7r. • r 1 , .1.7._ _ i kif' . /e %y ' t , a ! fir ; . ' ....Y._ _ s' ksr .2 Sri- i a as I/►7 i IC 3U _ _ _..___y �y..__ 3I s% 3 eL - s'i' 4- r r••■••■■ r---� I 1 T CASCADE TESTING L( IRATORY. INC. TESTING A INSPECTION /E .e CRS /GEOLOGISTS 12919 N.E. 126th P1. Kirkland, WA 98034 ELONGATICV REPORT 'A, ' i mPtoy6¢:s cQQDiT u /eA1 Project Lert. SHEET NO. 5 or 7 CALCULATED BY aid/ /Y% /L L de DATE Floor l :sT Area /✓Oda 1.4_/&Z._"/°o€ R Type: Area: . Kip Force: 33: 1 • 4 8' G P.S.I..•: 0 No. a= Design 3S 3 6 -.- _3.2._.. 3? A10 '1 / .2 j A= Actual Direction Location and /or Line I Remarks _ :.< .-78 ../ o' S • _ _ i 4?, ,r!' 'ccly I S y 1 s i , _ , i s741415/A.4 FNsr :FAD. A/ Va' cafe,w ,T0 -4. ./ (/ I i i i I (' 1 ! I • • r t I I I i CASCADE TESTING Ls TESTING • INSPECTION /ENG 12919 N.E. 126th Kirkland, WA 980 ELONGATIa REPORT RATORY. _RS /GEOLOGISTS P1. 34 8°e Proj ect�t0y�`f a c#�v�T Cert. No. j79-09 SHEET NO 6 (_ OF 7 CALCULATED !Y DO Al 41 /Lt 5/P Floor,/ sr Area DATE Tom' 1 :....• • Kip Force: 33 • Area: • • � ! . P.S.I.: 8'G o No. p Design Q- Actual Direction Location and /or Lin ' I Remarks y_ .2.S 27 3/ y% ._ 1..4._ _ _Y.. &? .. . y /a. . ; rais . _ r. _�_ ..: _ ■ _. 411:.h!4,104fAi _ . __. _ :__._ ._� .. _ _. ; . week. f.LA __ 4sT. /_=iiv0 _- -.'._. _....... , ". I • : . %a ; . 1 ! 3� 33 3 - y� • f i - './a. 1 • y�i ti 1 , t ,;� ! J i'. , .i i± yi /a.: .!• 1� 1;! iii i y /,1 i i 1 1 ': i , , 3 ■ ' 1/3* 7y-_ ' y{ , • — • : IiL' " : � , , ; V4 _ 1 7 . , i 41,1 yS yG y7 . . i Tji, 4 % �y -:--- i i , ; , 1 t I ;'. r i , , 1 , 1 ► ! i 4, 8' i i %z 1 I i 4/9 ' yi% • i ! i • ' ! SO I Ir 1 11 , 1 1 s 1 ' y✓ ,2 , • i i I i 1 y'.2 i 1 ' ( i i T� CASCADE TESTING L ..dORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126th Pl. Kirkland, WA 98034 ELONGATION REPORT 13ozzyk ,eNPPDyecs c40s6o/r'u'/tdxi Project_,-. Cert. No X99 -04 SHEET NO 7 ( OR CALCULATED BY D04/ M/G L L 4 Floor / Sr GATE /1 -1 Area , No '7'N WEST loo aR Type: Area: I • -T... ,._ ; ....i..... Kip Force: ,3 GErG� 3 a. Design ' f Q = Actual J Direction .N._.:.ra.1 s - - Location and /or Line ._j44� rNliSlt :._Q�4dv '. 604A.4 - &P & I Remarks i • , I I I I M i r • • • I • I 1 • i 1 I j I i I I T . T I , i • T CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T. PLACE KIRKLAND, WASHNGTON 98034 EVERETT 1206) 823.9800 12061 259.08 17 TO • 80Z /A/ 11Pl o//_= e J C Aid/ T L/ A/ /O 7700 /I. rYIA,Q /(/.Al t✓.Jy 5L4 77 L P. k/A J 6/d ATTN. ,14 y P/9Rkr THE FOLLOWING WAS NOTED: aft FIELD TEST DATA /7f /)[ �Sy SEE FIELD REPORT No y N2 57047 DATE //- r -i'9 CERT. NO. r? 9 -0 9 SLUMP PROJECT 6o4e,A/ /`fP11 y/t s c eED,T U ,v�, Al UNIT WEIGHT LOCATION /2770 QA7r/f /1Q D/Q - 4/(✓w,G4 CEMENT FACTOR BI D6rPE NO. ,451793 OWNER AIR W ER m/57- TEMP AT AT AM PM ENGINEER ,4Q kr / AEG 2035 ARCHITECT GM, c / JO. 41 PIUTA/ /!R s Nei) si CONTRACTOR SUZ. TRUCK SAMPLED /03 TRUCK TICKET No. 61,24,3-1 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR //:3 0 '1 7 C.A. 2035 G. S r,, 7a si a 70 TOTAL ar y7 ___3 56,S' /a -L, a 8' 4/7 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT // STRENGTH PSI SET N0, FA. /3 pl,.Q //J/5 7 C.A. 2035 /3¢4nO 4740 WATER a 70 TOTAL ar CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0, 356e, /1-8'4? //J/5 7 G x / l /3¢4nO 4740 Y 7 35(p`7 / .2 -6 ar y7 ___3 56,S' /a -L, a 8' 4/7 33695 12-6, jeme I l/ 7 3 5174 // -/3 F3G // S000 `-//70 y7 3S/) t 11-17 y r. /3303 4799 y 7 PRODUCERS: CONCRETE OG/„Ai✓ AEA ADMIX CAC12 CEMENT��� CU. YARDS PLACED .25" DESIGN STRENGTH S-000 PLACEMENT AREA & NOTES G ^n / /, / - INSPECTOR: £ Jn COPIES TO G C -Pd3Kz -co -$DE — I�LQV - tI ��p i! 1k 18 SIGNEO - +e p'fransmittal 0 Memorandum Re: • .. • • • . , Callison To: • ‘1),r_gin 5 n3 7/1 Date: A41/._"bi Project No:. We are sending you the following: VAttached 0 Under separate cover 0 0 Prints 0 Originals 0 Submittal 0 Samples RECEIVED CITY OF TUKWILA NO V 7 1989 PERMir cgmrs For your: &information and use 0 Review and comment 0 As requested Action required: 0 As Indicated 0 No action required 0 For signature and return AO.A1 Wee/2v iletLee/r)i— atjnSicire- dee/0A_ SA-Irew' /, 71/ a120-- ,5--27k3 /(/)4 /3, /q61'9, • iekc. I)4 ve, ett7 - a'bf n (5114 aen htij- . • Cc< frkkA) oXitii4r4t'ere 14,41.• -ge! If enclosures are not as noted kindly notify us at once. 0 Corporate Headquarters: 0 California Office: The Wilson Partnership Ltd. • 1420 Fifth Avenue 950 Sixth Avenue A Corporation Suite 2400 Suite 200 Seattle, Washington San Diego, California 98101 92101 (206) 623-4646 (619) 232-3233 FAX: 206-623-4625 FAX: 619-232-3337 David P. Lindsay, Architect Architecture Programming Planning Interior Design Graphics ANDERSEN BJORNSTAD KANE JACOBS, INC. CONSULTING ENGINEERS MEMORANDUM November 1, 1989 Jim Rothwell Troy Feller Concrete Mix Design. Approvals SDL has requested a summary of ;the concrete mix designs approved by our office. Following is a list of all mixes for which we, have recommended approval: #404AFW #534 FW 4554 #573FW (3000 psi, 3/411 (5000, psi, 3/4" (3000 psi, 3/4" (5000 psi, 3/811 aggregate, aggregate, aggregate, aggregate, ,(5000 psi, 28 day /3000 psi non -air entrained). air entrained) non -air entrained), non -air entrained). non -air entrained) day, 3/4" aggregate ANDERSEN BJORNSTAD KANE JACOBS, INC. CONSULTING ENGINEERS Mr. Jim Rothwell The Callison Partnership 1420 Fifth Avenue, Suite 2400 Seattle, Washington 98101 November 13 1989 0 isvN� fF {,tr � ��AI�MNC�iUN71811 �� X11 f TELEPHONE: )206) 265 -1185 Re: Boeing Employees' Credit Union City of Tukwila Request for Information` Dear Jim: During a telephone conversation on 10/30/89 with Norm Bray from the City of Tukwila Building. Department, a request was made that we confirm our acceptance of the information in field reports #52790, 52791 and 52793. Report #52790 and #52791 state that the 120'. steel pipe piles were filled with concrete by pumping the concrete into the top of the pile and allowing it to free fall. Although this amount of free fall does not conform to standard practice, we recommended that this method of placement be allowed because of several considerations. The concrete will be used in compression only and is confined by the steel pile. In addition, a portion of the load will be taken by the steel in the pile causing the concrete stresses to be quite low. Report #52793 states that some differences occur between the structural drawings and placing drawings with respect to rebar in some of the grade beams. This difference refers to a change in elevation of the top bars.. This detail was not explicitly shown in the structural drawings but was discussed with the rebar detailer and was checked and approved by us on shop drawing submittal #6. Sincerely, ANDERSEN BJORNSTAD KANE JACOBS Robert D. Anderson, P.E. Principal TJF :slp:: LPS ANGELES ANCHORAGE CITY Cl TUKWILA P*5 793 ,ei FAX TRANSMITTAL FAX NUMBER: (206) 433 -1833 TO: D DATE: 3 TITLE: F COMPANY: T TITLE: DEPARTMENT: D DEPARTMENT: \ \I 1 FAX NO. TOTAL NO. OF PAGES TRANSMITTED, INCLUDING THIS COVER SHEET: SENT BY (INITIALS) : IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: 1433 _/ g 5 1VKWILA CITY HALL - 6200 Southcenter Boulevard, Tukwila WA 98188 - (206) '433 -1800 [) O3/24/tl9 LETTER OF TRi SMI SDL CORPORATION 2100 112th NE Box 1685 Bellevue, WA 98009 Tel 206/455 -2101 Fax 206/455 -4125 To:C.17 trukiou _d M) 44T a �Ceiv� l . 14-1'1 Date: RECEIVED OCT 251989 TUKWIt A PUBLIC WORKS 4' 9% IDRo -19 Job No: 177 Re:G eJr • Attention: We are sending you ❑ Attached ❑ Under separate cover via ❑ Shop Drawings ❑ Copy of Letter ❑ Prints the following items: ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Copies Date Number Description • X� i Ap-p vlo rick 1 s /rrtX 41,1 7 561/ ` _ 7 These are transmitted as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved u noted ❑ Submit _ copies for distribution XAs requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ For Bids Due ,19 ❑ Prints returned after loan to us Remark.: Tfk- 5�f [.te.�7�,f't1 ( G�G.r" ` /C_.C��('C�J 14 T Gte4.3 .r` <<-1 Q COO vc• c e r °` �l --f -c r If enclosures are not u noted, kindly notify us at once. ANDERSEN'` .BJORNSTAD KANE JACOBS, INC. CONSULTING $NOINteP• ...MEMDRANDUM AT • TQ: FROM: RE: 'September 14, 1989 Jim;Rothwell, TCP Robert D. Anderson Boeing Employees' Credit Union Submittal No. 3, Concrete Mix; Design The premix supplier on the subject project has proposed concrete mixes which deviate significantly from that specified, on the drawings and in the specifications. ,":The first mix (Mix 404AFW)':' is a 3000 • psi mix which will be used for' filling the pipe` piles, the pile caps and the slab -on -grade at the' parking •garage.;This particulai :. mix has received approval from DCLU, ,` for ` the City • of Seattle and we recommend ';approval •Of this ` mix for ; the limited use of 3000.. psi 'concrete. The two 5000 psi mixes also indicate significant deviations from the mix specified. Prior to our recommendations on these mixes, we would like to request a copy of their ultimate strengths in accordance with chapter 4 of ACI 318-83. lx OCEA4 August-7,',1989 Mark .•Peterson :SDL Corporation P. O. Box 1685 ,Bellevue, WA 98007 RE: Boeing Credit Union Ocean Construct( Supplies Company 5225 E. Marginal Way S. P.O. Box 84728 Seattle, WA 98124 Telephone (20E9784.4600 SUBMITTAL DATE -9 SIGN soLConeoRATtoN.AND ITS SUBCONTRACTOR. IS SUS- MITtING FOR APPROVAL IN THE I(UEF THAT R MISTS R /OUIRIMINTS OF THE PLANS AND SPECS FOR THE WORK PON WHICHRMMITINDID. SUBCONTRACTORS ARE RESPONIISLi POR DMAINSIONS, TICHNIOUIS OP CON rnitua i0N AND COORDINATION WTM OTHER TRADIS VIA SDI. CORPORATION. (Tukwila) The following mix designs are being submitted for approval on the above referenced job. Testing of these concrete mixes shall be in conformance with ASTM Standards, with copies of all test reports being forwarded to Ocean Construction Supplies Co. The cement will be supplied by Tilbury Cement Company and will be in conformance with ASTM C -150, Type I -II. The fine and coarse aggregates will be supplied by Construction Aggregates Ltd., State Pit Canada 2, and will be in conformance with ASTM C -33. The flyash will be supplied by Pozzolanic Northwest, Inc. and will be in conformance with ASTM C -618. The water reducing admixture will conform with ASTM C -494. The air entraining admixture will conform to ASTM C -260. These products will be supplied by W.R. Grace Company. 7lix 404AFW 3000 PSI concrete, 3/4" aggregate, air Cement Fly Ash Bldg. Sand 3/4 x #4 Water AEA @ 1/2 WRDA -79 @ W/C Ratio Slump Sp.Gr. 3.15 2.20 2.73 2.81 1.00 oz /100# (4 %) 5 oz /100# .56 4" A CBR Company Wt /Lbs 376 65 1,440 1,990 245 4,116. entrained CATE Abs.Vol. 1.91 .47 8.45 11.36 3.93 1.08 27.20 IS FOR LtEVIEW GEM COMPLIANCE WITH CONTRACT DOCUMENTS NO RESPONSIBILITY IS ASSUMED FOR CORRECTNESS OF DIMENSIONS OR DETAILS NO EXCEPTIONS TAKEN CORR CT p REITCTED SEE REMARKS ANDERSEN BJONNSTAD•KANE.IACOBS, .INC. CONSULTING ENGINEERS SEATTLE, W.P. 98119 OCEA N March 21, 1989 Michal Rosencrans Supervisor of Concrete Quality Assurance Dept. of Construction & Land Use 400 Municipal Building Seattle, WA 98104 Dear Michal: Ocean Construction Supplies Company 5225 E. Marginal Way S. P.O. Box 84728 Seattle, WA 98124 Telephone M06)764-4600 We request that Mix #404AFW be placed below is the one yard SSD weights for Mix 404AFW 3000 PSI concrete, 3/4" Cement Fly Ash Bldg. Sand 3/4 x #4 Water AEA @ 1/2 WRDA 79 E W/C Ratio Slump Regards, Ted Bowman Technical Service Manager Sg. Gr. 3.15 2.20 2.73 2.81 1.00 oz /100# (4 %) 50z /100# .56 4" CITY OF SEATTLE Dept. of Construction and Land Use CONTINUOUS APPROVAL status granted for 3 00 0 psi at 28 days. (Batch plant inspection not required by D.C.L.U.) Date. 3 'odol Valid for 1 year from date stamped. APPROVED subject to errors and omissions. on continuous approval. Listed., your review: aggregate, air T B/ j oh A CDR Company Wt /Lbs 376 65 1,440 1,990 245 4,116. entrained • Abs. Vol . 1.91 .47 8.45 11.36 3.93. 1.08 27.20 Note: Approval of.the structural engineer of record is required prior to job use. It is the responsibility of the Contractor to affix a copy of this mix design to the back of the.DCLU approved plans on the page which contains the structural general notes. - EMORANDUM }October 5 m 'Rothwel l Troy 3. Feller ' nI1 `4 Boeing Employees' Credit Union :Submittal #3, Concrete Mix Designs. The premix supplier on the subject project has proposed concrete. mixes, some of which deviate significantly from those specified on the drawings and in the specifications. . We:.recommend; approval of the #554 3000 psi mix and the .#534 FW 5000 psi mix. Prior to our recommendation on the 5000 psi mix #573 FW, we would like to request a copy of its ultimate strength in accordance with Chapter 4 of ACI 318 -83. Prior to our recommendation on the 5000 psi mix #604 W, we suggest that the supplier be asked why previous test data indicates a trend'' toward lower strengths with the most recent tests. /f the supplier satisfactorily explain this trend, then we recommend requiring a 61/2 sack mix as specified. /sip Moan Construction( Supplies Company 5225 E. Marginal Way S, R0, Box 84728 Seattle, WA 98124 Telephone (208) 764.4600 Y..I ..l. l..•�Y.i "lMA; 4t'dM� Fi:• . Markle eterson . °:,; ,; ;! SDL 'Corporation �.. ,:SO'. Box': 1685 -.Bellevue,' WA 98007 RE: .BOEING CREDIT UNION • SUBMITTAL 02 SHOP DRAWINGS REVIEW NEVIEW IS FOR GENERAL r:CNPLIANCE WITH CONTRACT DOCUMC!, NO RESPONSIBILITY IS r,SSUMC;J FOR CORRECTNESS OF DIMENSIONS OR DETAILS NO EXCEPTIONS TAKEN RE KS ANDERSEN411ORNSTAO•KANE•IACOBS, INC, . CONSULTING ENGINEERS SEATTLE, WA 98119 °tire..112.-,a,:222-„, BY . 1 (TUKWILA) The following mix designs are being submitted for approval on the above referenced job. Testing of these concrete mixes shall be in conformance with ASTM Standards, with copies of all test reports being forwarded to Ocean Construction Supplies Co. The cement will be supplied by Tilbury Cement Company and will be in conformance with ASTM C -150, Type I -II. The fine and coarse aggregates will be supplied by Construction Aggregates Ltd., State Pit Canada 2, and will be in conformance with ASTM C -33. The flyash will be supplied by Pozzolanic Northwest, Inc. and will be in conformance with ASTM C -618. The water reducing admixture will conform with ASTM C -494. The air entraining admixture will conform to ASTM C -260. These products will be supplied by W.R. Grace Company. Mix #534FW 5,000 PSI concrete, 3/4" aggregate, non air entrained Cement Fly Ash Bldg. Sand 3/4x #4 Water Entrapped Air @ 1 -1/2% WRDA -79@ 50z /100# W/C Ratio Slump SD.Gr. 3.15 2.20 2.73 2.81 1.00 A CBR Company .41 4" Wt. /Lbs. 500 100 1,365 2,025 245 4,235 hbs.Vol. 2.54 .73 8.03 11.56 3.93 .41 27.20 itg i LI 10'2 SIGN SOLCORPORATION, AND ITS SUSCONTNACTON. IS SUB- MITTING FOR APPROVAL IN De MUD THAT IT MUM INK NIOiNRIMSNTS Of no MANS AND SPSCS PON TM MINI POn W MICH R IS winasow.suscanmerons Ally nu mNwLaPOSOMIrMIONtTSCIMSOUasO► CONSWANIION AND TWOS 1M�OLOONPOSAMON.A1IQN WITH 0111111TWOS .:a Mark Peterson September 21, 1989. Page 2 We would like tc. resubmit Mix #534FW in place'of Mix #484FW. Attached.is the statistical data for Mix; #534FW and Mix 1604W for your review. Should you have any questions regarding this information, please contact me at 764 -4600. Regards, OCEAN CONBTRUCTION.BOPPLIES COMPANY l I¢� Ted. Bowman Technical Service Manager. TB /blm Attachment: P''D :R:A:WI•N(3: REVIEW ARCHITECT'S REVIEW Page- auceu4' If checked below, fabric:mien t4AY h :n ur+ ' 7*.. "Mprkings or'com- ments tlo not authnrizr c: r: �,., ; ; ...lc-se so staled in. soparpte Iatt;,r Ci NO FX41 - ",,'� 111RkCTI0NS 11 checked be,o•r•, . mated calk:. for lint„ . . I_IREVISEAr1DnES1.I6Mt? I , • r'■osubmit: cor- • ..a to items marked, :I2 SPECIFIED ITEM Review is only t;. . :;t of the project and compliance ;;;;i itract documents. Markintl cr coi= :' ' the contrac- tor of his oblrgaticr r•: , -,,;;, nor; epeciflca- lions. Tho cartre.;cr ir•:eat:. Ig fs ;,rid accuracy, for confirrnlnp and crrrectir• q�, ,,,•;:, :.• : :. :;;:;�r,a to appli- cable code and other raq+:irrrjr :;.,•z: f: >:Pt +,-.t+-:•■ 4t •.:••• ?iron processes, for to: i „n•,.t , ,, .,, ....on, for coord1- nattan of tins r:a; . •,, ,, . ::4.3 and f:.; t;ar;U.; MN; his work In o • sate manne BY Collis Partna',� ►;� 1420 Filth Avenue Suite 2400 8oattie, Washington 90101 (200) 023.4046. Fegil (20f1) 823. 4025,' OCEAitil September 22,:1989 Mark.Peterson SDL Corporation P. 0. Box 1685 Bellevue, WA 98007 Ocean Constructtorl Supplies Company 5225 E. Marginal Way S. P.O. Box 84728 Seattle, WA 98124 Telephone (206) 764.4600 RE: BOEING CREDIT UNION (TUKWILA) SUBMITTAL 03 'SHOP DRAWINGS REVIEW REVIEW IS FOR GENERAL COMPLIANCt WITH CONTRACT DOCUMENTS • NO RESPO!JSIB!LIT( IS ASSUMED FOR CORRECTNESS OF DIMENSIONS CR DETAILS t1O EXCEPTIONS TOAD MOIRES • e' 1 R �'SEt !ARTS \ ANOERSEN•B10RNSTAO•KANE•1ACOBS, INC. CONSULTING SEATTLE, WA 98119 ENGINEERS OTEiC 'i=, 7.aa _BY.-Yr ..r The following mix designs are being submitted for approval on the above referenced job. Testing of these concrete mixes shall be in conformance with ASTM Standards, with copies of all test reports being forwarded to Ocean Construction Supplies Co. The cement will be supplied by Tilbury Cement Company and will be in conformance with ASTM C -150, Type I -II. The fine and coarse aggregates will be supplied by Construction Aggregates Ltd., State Pit Canada 2, and will be in conformance with ASTM C -33. The flyash will be supplied by Pozzolanic Northwest, Inc. and will be in conformance with ASTM C -618. The water reducing admixture will conform with ASTM C -494. The air entraining admixture will conform to ASTM C -260. These products will be supplied by W.R. Grace Company. Mix 554 3,000 PSI Concrete, Cement Bldg. Sand 3/4 x 04 Water Entrapped Air @ 2% W/C Ratio Slump 3/4" aggregate, non air entrained Sp.Gr. 3.15 2.73 2.81 1.00 .50 4" A CBR Company Wt. /Lbs. 517 1425 2015 260 4217 Abs.Vol. 2.63 8.37 11.49 4.17 . 54 27.20 S MITTAL DATE NO q"'Zti SIGN"' SOL CORPORATION. ANC ITS SUBCONTRACTOR. N SUS. INT11M0 PON APPROVAL N MI SWOP MAT 11 MW$ Tit Raa1NRM1twys OP TM PLATS MO TADS POR TN( INNRa♦/Olsllaw ~O�` OON/NMI01'ION AMO 00 MANS 1411 SOL OOMORI1T101L ANDERSEN BJORNSTAD KANE JACOBS, INC. ':CONOULTINO RNOINIEA■ MEMORANDUM ow.a c r' \-%k s c& v � ,r. v^ �1 °J s ru` � 'y� \ \V� s ` vv\ eC/� • f Y () d \M • s.d∎c.v \c\\ed\ v\MX 4 (,5-44 3 •Vas s acre \nom r-e co vv1 Vv`ty .ok (?,R,v c, OCEAN Mark'Peterson SDL Corporation P.O. .Box • 1685 Bellevue, WA 98007 RE: BOEING CREDIT UNION (TUKWILA). SUBMITTAL #4 Ocean Constructlol.: Suppllis Company 5225 E. Marginal Way S. P.O. Box 84728 Seattle, WA 98124 Telephone (206) 764.4600 ErVIF.1/ Its FOR GENERAL CCtE1PLIANCE v `T �t U WITH CONTRACT DOCUt,.ENTS p NO RESPONSIBILITY IS ASSW ED FOR 1� �CL���c =�, CORRECTNESS OF N DETAILS gam( • • T K ••• C • I• AMEND & RESUBMIT REJECTED SEE REMA ANDERSEN•BJORNSTAD•KANE JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA 98119 573E -` ,./ * OI,TE,ib'V2.. -89- ,BY f\ (•`t'E2 u' /E [ . The following mix designs are being submitted for approval on the above referenced job. Testing of these concrete mixes shall be in conformance with ASTM Standards, with copies of all test reports being forwarded to Ocean Construction Supplies Company. The cement will be supplied by Tilbury Cement Company and will be in confor- rnance,with:ASTM C -150, Type I -II. The fine and coarse aggregates will be sup- plied by Construction Aggregates Ltd., State Pit Canada 2, and will be in con- formance with ASTM C -33. The water reducing admixture will conform with ASTM C -494. This product will be supplied by W.R. Grace Company. Mix #654 5,000 PSI 28 day, 3/4" aggregate, non air entrained 3,000 PSI 3 day Sp.Gr. Cement 3.15 Bldg. Sand 2.73 3/4 X #4 2.81 Water 1.00 Entrapped Air @ 1 -1/2% W/C Ratio .44 4236 Slump 4° Per my phone conversation with Troy Feller.of ABKJ, I am submitting a 6 1 /2,sk mix for the PT slabs and I am enclosing some cylinder test reports for his review. I would still like to see our previous mix #604W approved. While some of the most recent mixes trend lower, I would like to point out that out of 40 sets of test cylinders there were 'no. failing results ". This. mix had a coef- ficient of variation of 4.5 %, which is extremely low and would indicate the probability of failure to also be low. In regards to mix 573FW, our trial mix design fell approximately 114 PSI below the needed 1200 PSI over design. I am enclosing some additional information that shows some of.our concrete mix variations, mix #454AFW - 9.5 %, #504 - 10.2%, and mix #524AW - 9.0 %. These A CBR Company Wt. /Lbs. 611 1320 2035 270 Abs.Vol. 3.11 7.75 11.60 4.33 .41 27.2-0 , . October 10, '1989' • • • Page • , . . . . . . . . . . . . . . . . . • • • „. • ' . . are just:,a;fevrexamples of the low coefficient of variations . that we tend to • , Y.:See:,-,";':Wittiqhiss,OoW'value.,;1200 PSI over design should not be required. • '... 0.Mijies4Ofthe above refferenced,.project. Should you have any questions regarding ,,.hopePthati,this m ''•infOration:•mill i - help to expedte' the approval of the remaining - ••.•:;:•,,- *04XAqii,P:j-.•;?..::;-;,---.;•,-..•,.p;'•‘,---,-;',-,..,,(j!-:!..Av.'0.:... ... le#informatiOn;:•please -contact me .at (206).764-4600.. . : .. • - :.:",•;• • ,..,-1A..... $c: ....... ,.., . , ?-ltegads.,:,". , --.:: . • • . : _. ' .. . ;OCEANtONSTRUCTION SUPPLIES COMPANY .::''' ''''.•,.... ,,,,,!,..,•:.. Ted Bowman Technical Service Manager TB/sls - Attachments Mark Peterson September 22, 1989 Pag 2 ;x @573FW 5,000 PSI concrete Cement Fly Ash Bldg...Sand- 3/4x #4 Water Entrapped Air @ 2% WRDA -79@ 6 oz /100# WC. Ratio Slump 3/8" aggregate, non air entrained Sp.Gr. Wt. /Lbs. Abs.Vol. 3.15 540 2.75 2.20 ''120 .87 2.73. 1,375 - 8.07 2.81 1,880 10.72 ,1.00 265 4.25 .54 27.20 4.179 .40 4" Should you have any questions regarding this. information, please contact me at, 764 -4600. Regards, OCEAN CONSTRUCTION SUPPLIES COMPANY Ted Bowman Technical Service Manager TB /blm Enclosure SHOP DRAWI'N'G REVIEW ARCHITECT'S REVD W 144.3 t uttwt '/. If chocked below, fabri : :- .Si• ?'S MAY be undertaken. Malting* or com- ments do not authorirc• , -; Y l (S'''N :' :'t cumi:riiaas t.r ' stated in . separate it: twe rr r`•,�r,r = 0 NO • . rector! C'� A Mr• 'Sir (�pti:VtSi Review is ai;.: and coinpliartc. fvinrking or • :.�. ter cf his bona. i l,rr ID* rre '5:110.0' S;'r. :J .. . o- . for tr.. ,• . TI .. .:., •■ .t!.St: 35' flattop safe ;l0tt1 a ;/ 8Y El 4 .en. Rc: . l tt'3 rib b L mit a, cot- !. ;term larked. • :,..'!. • S t a ,:} conzrec- sr,aciflca - . • :,ri accuracy, ,,,:aloe processes, •<; ;s~: :..1i0n• for cooidi- :it'll) or:EL:minp his work In : , 'E T S alli�f Pcn 14 0 Flfth Avenue Suits 2400 Seattle. Weahington t#0101 (206)623.04U /. (208i 623.40:5 REMARKS: rim. S %1Q%.f /A/ die T 7 A/QoM/ 44/AS Ca ill LBJ%% »Q 72,Js D/'7 T. /. k r/yR /07,1,.NED /5/4 A/G4rid j✓ Rif Pcxer HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR:g1, COPIES TO: mac' -a� -w- 501.- -r-Ut.W FIELD RE 0 SIGNED: T ` . CASCADE TESTI ' 5 LABORATORY. INC. TESTING & INSPECTI( ENGINEERS /GEOLOGISTS \ 12019 NE. 126+w PLACE KIRKLAHO, WA3MNGTON 96034 120&623.6600 EVERETT 12061 259.0617 iFt✓lPLOyLfFJ c/c/SD[T UA//a.✓ PREVIOUS REPORT No O 53858 DATE / /.,,J- [/ i CERT. NO. 9 7i - 0 I 7- [ TO. &M/A/e PROJECT oat / ✓F t.:/»PL0y, =1? 5 C /PRA tY uAm/ w/ LOCATION / Z�4 12 4.4y'e LDG. PERMIT NO. .- 4S7 -3 OWNER . ai .. AI . _ • S. inNEATRERR /G 4/ A TEMP. AT AM AT PM S/_=,f rrt-e' /A/09 9 r/d r ENGINEER /oil it,1" i /G ATTN: 1 f1 /� /PA y /" RA' Iti ARCHITECT .14LLI Sa 4J PARTi/ I _r a /" CONTRACTOR S4/ (2) INSPECTION _ X.- PERFORMED RESTEEUCONCRETE RESTEEUMASONRY OTHER ¢'TQaSS/N4 • _ RESTEEL ONLY _ STR.ST/WELDING — STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS — AUGER CAST PILES — DRILLED PIERS SLAB .1 — COLUMNS -- WALLS — BEAMS (4) LOCATION (AREAS) • (5) CONCRETE/MASONRY SUPPLIER SLUMP AIR MIX NO DESIGN STRENGTH (Pc), TOTAL CU, YD. PLACED (INCHES) CONTENT ( SPECIMENS CAST, %) SEE CYLINDER REPORT NO. :- YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT, APPROVED PLANS, SET NO. _ REMARKS: rim. S %1Q%.f /A/ die T 7 A/QoM/ 44/AS Ca ill LBJ%% »Q 72,Js D/'7 T. /. k r/yR /07,1,.NED /5/4 A/G4rid j✓ Rif Pcxer HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR:g1, COPIES TO: mac' -a� -w- 501.- -r-Ut.W FIELD RE 0 SIGNED: T1111110 CASCADE TESTING ORATORY. INC. TESTING & INSPECTION /Ef� 'MRS /GEOLOGISTS 12919 N.E. 126th P1. Kirkland, WA 98034 ELONGATION REPORT Project "C-rt.-No. k5'2-c'? / SHEET NO. / OF 6 CALCULATED DV v04/ ''LLI-� DATE /./ - /3-F�9 Floor / s Area s'oc *T,7-i u/ /"s 7 Poi 4' Type '. • : : Kip Force: , j-3 . • • Area: • . ' i • P.S.I.: c5 O : ; No. p it Design Q - Actual Direct ion Location and /or Lin i Renarks I --- L-___. a � ?........t✓ _ 3- - /15, re) !_= _ 4.' c o14),Q; r'D . _ iKssive. 't/7 -: Fir./D' • '7 7 i ,.. J f: 1 i • i ? ' i 3 ^ 119 ' • _... _ 1 4 I l ! __ _+ j -.7.____.: ! i i , i 1 "l' 1 1 !7 tY . 1 i (' ; 1 I 1 J ? . 7Yi . ' 1• 1 1 I ` 1 f ` 1 5 i 71278' 1 ± •' •_____ j i i ' 1 I /v i .___ I '__ i i I 1 � ._..1_ ._ 1 _._ _._� _ r - -z f ! i i I I i 1 i i i, f 7�s' I i f 1 ! _ . ' 71'4 I _ 1 � • � I i i l i 71P) , i 1! i i 1 i i • 7LA'i r 1 I f ! ! ! ' 1. r ! I i I // 1 T� 7, • � � i 1 l + f i 4 • 1 _1 : , ; • . T t, y • Proj ect Cert. No. YP y -C 9 OF 6 CASCADE TESTING RATORY. INC. SNEET NO. .2 TESTING & INSPECTION /EP •J :ERS /GEOLOGISTS CALCULATED STA/A%s-M/L t 1.4' 12919 N.E. 126th P1. Kirkland, WA 98034 ELQVGAT ION REPORT Area ,„4" eo r/4 wrs i !' n u i Floor / s r DATE// 43- al' Type: Area: ' . ' -.._ ' _ Kip Force: 1 :..._ P.S.I.: 33 ; i re, d -__ No. p = Design Q = Actuall Direction jLocation and/or Line ' ■ Remarks: I 1 - /V .7 " Y J / . 7 7y W.' / 0'_ /.. • _04cw :41ziA/6,- -.00..4a . 3' %r�ES.T /✓r /i/o/?/! , j=,t& . - • • :7%2 • I 1 ' t . 1 74 . 1 I if I j i ,. , , 1 1 i 7 I ' I S �7/r • 1I 1 ! r.. 1 ' ! I 3?" ly !, i t , ' i ! ! /0 i31 l 1 1 ! . 1 , 1 ; / l • ! 1 ' i I j 1 )) 1 : i ( I i / 7 1 ' 1 * 7 _ 7 • i I ' i 1 ; i i 1 ; ._ A Z s : ac4e, . P4F14.1- ' /Lt./:? I. s rjQi::s'1/,✓4 / %�9.S i" /_=. /.. 3 y T • £JU/ - /N4" l.'MI AU y, - •-# ._ 11 Le ", r Project Cert. No. , ?y -o 9 CASCADE TESTING L 1RATORY, INC. !MEET NO A OF 6 TESTING•INIirtCTION /Elv ry EIS /GEOI.OG4STS CALCULATED !MOO 4-/` 0/4 L/_'/e Floor , / s 7" 12919 N.E. 126th P1. Kirkland, WA 98034 EL 4GATIp4 REPORT DATE /A4341 Area S4oT/L/ e4/rJ T Pal / ,Q Type: ` ': : ; ` • Kip :,3 TForce Area: - !GO (O +_� I- ;.. ...,. _.. - ^- No. Q = Design Q= Actual ( Direction � Location and /or Li� Remarks , �O _._ 7 8 // 3% ' • ;3 -h _...... i 3%.._.. 3 j� •3% • /.(%S .__ ; 4 . Goi0P,I: . F,v- sicvi./P I • • . , : , sT ESS/#e i6'04 7" ...A. i.0 • • -- ! - - .... i I i I 3% , . ; • 1 , • 1 ,6 7,1,r i . r _ . -4-- • 1 , tr /01 ��!/ 6 �17 + ; 1 �-4 -- , i , ! ; ___ , it __� 'G %f ' 1 ; 1 i _..l_...' i ! I i y i 5" _ I i i i i • is-4, 1 I ! I ' i j I 1 i ,55l is" i i I' I, I I 7 ! 1 i t i i` i, • 3-4 1 i i' ' H 1 . i i i i 9 I '31,P i ., ' 1 I i I J T t 13 1// T CASCADE TESTING L/ ORATORY. INC. TESTING S INSPECTION / EN\ .SRS /GEOLOGISTS Ple5 12919 N.E. 126th P1. Kirkland, WA 98034 ELONGATIal REPORT Project, t/ �r / Cert. No., 5-7-2 -o 9 SHEET NO / ( OF ' CALCULATED ET 1204 1)1/1. 1 /--'P Floor / s i DATE//- /3 -c , Area 54e/7:9 If/73.s7 Type Area: • r _ : ...;. __. _ .Kip Force i i . : . ' __ _:..... " .... P.S.I.: :33 .._.....' • (•�6 G ; i .__ No. fa - Design Qt. Actual, Direction Location' and /or Line ' ii Remarks: : , /1/ /.5 S'/' . s:-......._ _._�5' /.Y_... i : . ., To s'• cvto2;w.ifl.:•A • . _. _cre sit' • . � -)ur: 4 4'I I. _... ' I i l uZ 01 :s -H • • i f ' ' .73 S -ri • I i 1 • 07 Y i ,•i- TA ' <� , I 1 j 1' , • ': i I , I I • f 1� I i �' 1 1. a� I s 1. ; ■ i I. , • 3Q 3/ '33 ; • ' :," S /�i' 1 , I ' I E i ' i i i i i i f 3.-57,5,•' 1 r-- ' i . I i : S'%, I ` 1 ' •-- � • i -r'-- --1 -'----- • 31$)" ; i ! S�IV$ I j� ' , � 1 I i i ' 1 .39 ' 1 t 6-13%/i, i i ( i vo I / S% I i s% ' ' I ` co 0 vii R42)•- , { 7' s% CASCADE TESTING ORATORY. INC. TESTING a INSPECTION / E CEPS / GEOLOGISTS 12919 N.E. 126th P1. Kirkland, WA 98034 ELQVGATION REPORT Project { ,?" Cert. No.,177- SHEET NO CALCULATED BY •d'r/- /jf/L `t_? Floor / / OF 6 DATE /1-/3-4P Area .Sc) /in 't'z s %'c/U4 Type: • . __ .Kip Force: 33 . _ _. • Area: • • ' ' �.._. ` P.S.I.: ��6 I.� . . _ ..... No. J p - Design Ai. Actual 1 Direct ion Utocation and /or Lines ' i Remarks: . ' _.Z.._ 8 _3 • .1.&. . _ S4 _... - -- / _... _ ... y At %..fj.s. __ �.... __ • . • ___._.......:.. . .. • ! cvic4� 1 - vmr _ .. ' • _.__..___w __- s_ *45.s/A/tr.-4 - r ,!: ,IJO • . • � . ' , __. � __. _.... - ... _ v* i c.4C'/2 Q/rj_t4 - okit/,l/ 1 I I • ._ �.. i _ ' ' • • y% __ _ i i ; ; : I 1 9 l 'y0• : 1, r T i } i . f i i rY 1 C LR,� y ; � ' r 3 i 3 I j 1 I �� i i I 1 1 i , ; I '31 ; 2 ecto,�! o/�we- 13diict 1! 1 1: ' i , 1 i 3 3 i _� :3%(� 3 1 i , 1 I ! + I , CGC 4): Q/U ✓E1-S /44 [JIB . ' ' i 2 k� { ( ; __.:.___ ► I 1 i i 4, 7 • /% /; AIL .0 U4 / /L4 /: %I,,ry %i_,.J un,vti Project_ Cert. No. 827 _- _ y G___ f_ 6 CASCADE TESTING ]RATORY, INC. SHEET NO. , OF TESTING S INSPECTION / E _EPS /GEOLOGISTS / //:v // 12919 N.E. 126th P1. Kirkland, WA 98034 ELONGATION REPORT CALCULATED SY/OI 47/1-Z 4�'9 Floor l 3' 7- DATE //-/-1- t! Area ;Yr9&7'/ 1///215 r • Type: , . " • ` _ _. • • . Kip Force • 3.3 • • • Area: ' ._ I • P.S.I.: 6160 :__ .. _ . ._ .: . .. No. Q = Design lag, Actual k Direction Location and /or Line ' i Remarks: ; t 5 1 /._... /3. / f th... _..._ .. _ �_.. _.. L� ../1/17-d, s ' __.�...._i..:.. _. _ __ ozo,o i ova „sc ur? ,5 7/94.T...5/ 44 ` s r l`A.Zd �__ ...._ t i i • _.. _. _ I I . . 1 i • i 1 + 1 , J I ! i i J I i i • J • • j ` i 1 i I I j ! 1--` i I i 1 i I I I 1 i r l j ! i i 1 S , i . I I r 1 J r I .r. I ! 1 i 1 I 1 • 1 , 1 j ; 1 ; ; I i ■ • I I I i i I 1 I j I I { I I J i i J i j I i 1 _� r I i i I f I I J ; J • i i I , ..tea ! i I. I , 1 i I Tom” � ; i i ! ! i I J • I I 1 1 ; I . ; -T i ; ; I 1 1 j • • • TO 8 SEE FIELD S-3 y3 CASCADE TESTING LABORATORY. INC. REPORT No TESTING 61 INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. 126Th PLACE KIRKLAND, WASHNGTON 90034 1/ EVERETT �D (2061623.9000 12061 239.0617 7700 ,C. rr7A ' y .$lA774.2 / wA 2 ?4'? ATTN. RR y PA O'S THE FOLLOWING WAS NOTED: N. 57045 DATE .. CERT. NO. ; - _0 SLUMP %AIR PROJECT ede . 5 • • - ' C/RED c2 /OA/ TEMP. LOCATION Pc:, 4 144 1)' : , ''tA V LOG. POMTTNO" . OWNER I Q I -e S, 7 sit 7.. s F Pr C LU / TEMP. 3976 AT AT AM PM ENGINEER =i /A/C- 2.- 8' ARCHITECT so P; '/ ' ;'S/ //' CONTRACTOR SiL SA94 FIELD TEST DATA TRUCK SAMPLED /0 / TRUCK TICKET No. 17/,25;5 G TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 42.U3 V . 1' -I'f /41 C.A./ I Q I -e S, 7 sit 7.. s F Z LJ 31')5 3976 TOTAL I '5 2.- 8' 3`/x'7 a -J SA94 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS fS yogi'? CEMENT 1.L O sy 0 STRENGTH PSI . FA. /37s - -9 . 1' -I'f /41 C.A./ I Q I -e . . //7500 WATER Z LJ 31')5 3976 TOTAL I '5 2.- 8' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS .. SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 3y`)(1 /J -7 - -9 . 1' -I'f /41 7 czr cPx'/ - . . //7500 — /4o YS' V6 y.s` y.5 31')5 3976 I '5 2.- 8' 3`/x'7 a -J SA94 PRODUCERS: CONCRETE 40 Ge-Ait AEA ADM IX.L✓I 44 G OL.1 CAC12 C- PLACEMENT AREA & NOTES pL y •s 1) D / /D..<9; ! R'6"{ 7S /f CEMENT CU. YARDS PLACED DESIGN STRENGTH S.O0C1 INSPECTOR : : _ 2/-" COPIES TO; O C c^:1. .\'C1„ 50 C ^iL)C.1Q 11-J6 SIGNED. T 1 10 CASCADE TESTING LABORATORY, INC, TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. 126T.. PLACE KIRKLAND, WASHINGTON 90034 EVERETT TO L' it,'A/r Fn,Play :1113/ i c/.c/ /a,✓ 12061623.9800 (2061 259.08 17 77 2d ,c /V,447644/1._ S. 5/..-:,4772f, Wig 2 ,? /o 8 ATTN. 02R/Py THE FOLLOWING WAS NOTED: • SEE FIELD J 3 e ya REPORT No N! 57042 DATE ii-- G- k9 CERT. NO. 8'99- 07 SLUMP PROJECT 13GV /4/6. ff?Pl: /EE's C g6D,T G /.t//ct .r/ UNIT WEIGHT LOCATION CEMENT FACTOR TEMP. C ONC OWNER . ID . . ■. 79 WEA,HtN - �+ a 015kC4s . TEMP AT AT AM PM ENGINEER 46kf /,✓c. .Jr ARCHITECT GALL / SO .1 PAa // r //F / P S/11/ l' CONTRACTOR SDG TOTAL FIELD TEST DATA M • Si 3 FuNJ L� TRUCK SAMPLED I 5 ^7 TRUCK TICKET No. 61.2% ,5 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. C ONC AIR . ID . 1 .7 C.A/'3 ,2 oaf J sit,. S7 66-1 .Jr 2 Vf TOTAL 31-tal ia -`1 yA 3`"0 \, i d- Lr1 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS fLy4.1f4 CEMENT / A 0 ,s-y 0 STRENGTH PSI SET NO. FA. /3Gs 11-t-3 1 .7 C.A/'3 ,2 oaf .. /17006 si4.,iv WATER 2 Vf TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS ■ S12E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1 5 // -4 -8-? 11-t-3 1 .7 6x/,7- .. /17006 si4.,iv 9, 31-tal ia -`1 yA 3`"0 \, i d- Lr1 SP4pe _ \ y a- PRODUCERS: CONCRETE Q dEA✓ CEMENT — AEA ADMIX.14✓,PA 4 OZS CAC12 PLACEMENT AREA & NOTESCaI .S . Ilklf II 1A/Z) L/fT/ it:fr y/0/ /1?.SQ , 9 Q, 5,15/ jr I/ Fr CU. YARDS PLACED DESIGN STRENGTHV 0O e INSPECTOR: C/' UV1. -"•• COPIES TO: QC -C Fr{a i( -C-0 .301_ - i U iLQO) )4 Co SIGNED: _i��'`r� 7 �`..,, . CASCADE TESTIn LABORATORY, INC. PREVIOUS TESTING & INSPECTIC_ ENGINEERS /GEOLOGISTS C No 53245 REPORT No iZY1Y N.C. 126 *w AL KIRKLAND, WASHINGTON 8003 1206l 823 000 DATE /1 - /D - Q CERT. NO.. V / / - / Q EVERETT ....14001.215..0617 TO. Q t?/= /t/t�r /.5A/P-0)/4:-/V1 i! itc ;1 ;I f�Ii j'I+l I ' L ✓ PROJECT 40F_14/6 /5nlPLU}//5F_ :' CR,D.T t! /41/o.I NOV 2n 1n89 U J _ ( - CI I ' t.,) I _:.7 L�:.Y•: ILA �c 1,-G! LOCATION > ,z NNO. t4/Al d R rQA J,� A LOG. PERMIT NO. - 7.3 OWNER i9A /4 / TEMP. AT AM AT PM 7700 /5. AM/Pa,/4/4c. 64/4/ S • 56, 7811 ',/A 9 r /uf ENGINEER ,46 J A' /:vim � ��11 ATTN. ( !s19/fy P,412k r ARCHITECT C4U1Sd 4/ I°/ /,er../e PSl-/ /r° CONTRACTOR c INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY — RESTEEUMASONRY STR.ST /WELDING — OTHER STR.ST /BOLTING ITEMS INSPECTED FOOTINGS _ SLAB AUGER CAST PILES COLUMNS -- DRILLED PIERS A. WALLS -- — BEAMS (4) (AREAS) COI J 7C1 /USA /)t, /1/ ,i'Al /Jr L /fT) 7!? 2 J..D L /Fr 4/44-Ll l3Tira /4' I L /+dv Ark/ /4 P. (5) CONCRETE/MM�ASONRY MIX NO. 57 3 /` 4/ DESIGN STRENGTH (t'C) 50 670 / SUPPLIER / /CFA,!/ TOTAL CU. YD. PLACED S SLUMP (INCHES) 4./ �/ SPECIMENS CAST ! G %/2 AIR CONTENT ( %) SEE CYLINDER REPORT NO. ‘.5-761 y7 YES �., NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS. C0 t/c, ? 14//4J P -AC/.' 1) 13Y h/ /WP M) Ue, rAA, /d 4./r4-s /P1/$cMA/U-L/ WA /Said/17W, wAJ P1 Ac, v P/ A' 74'L' 4PAPoi/4D DA)Ao,ve; .r HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: C - 46KCS -C.(J -60i - i 0K-(3 0 11-114 INSPECTOR: ijhyrl City cif Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor Plan Check M89 -157: Boeing Employees Credit Union 12770 Gateway Dr THE'FOLLOWING COMMENTS APPLY TO A E PART OF THE APPROVED PLANS UNDER t TUKWILA BUILDING PERMIT NUMBER_D ,2 7 74 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high-strength bolting to be special inspected (Sec. 306, UBC). 10. Readily accessible access to roof mounted equipment is required. 11. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 12. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 1909 City f Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor Boeing Employees Credit Union Page 2 Plan Check M89 -157 Roofing contractor shall submit documentation certifying that deck, insulation, roofing membrane and other system components comply with class A or B requirements for a fire resistive roofing. In addition, the roofing contractor shall submit a letter certifying that the roofing was installed in accordance with the approved documentation. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 :. Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition). Validity of Permit. The issuance or granting of this permit or approval of plans, specifications and computations shall not be . construed to be a permit for or an approval of, any violation of any of the provisions of this code or of any other regulation or ordinance of • this jurisdiction. No permit presuming to give; authority to violate or cancel the provisions of this code shall. be valid. PLAN CHECK NUMBER _eft - 151 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing , 5 Roof Sheathing Nailing 6 Masonry Chimney r 44Aik 7 Framing 8 Insulation 9 Suspended Ceiling 410 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 416 PUBLIC WORKS FINAL 17 BUILDING FINAL THE FOLLOWING COMMENTS APPLY TO 1U B C PART 0 TUKWiLA BUILDING PERMIT NUMBER 0 0 0 0 0 O HE APP OVED S UNDER No changes will be made to plans unless pproved by- Architect and Tukwila Building Department. Plumbing permit be obtained through King and plumbing will be inspected by that agen piping). Electrical work64.U.be inspected by State Electrical Inspectors and all required electrical permits obtained through that •'ency. All mechanical work to be under separate permit. All permits Syr j„be posted at job site prior to start of any construction. unty Health Department (including all gas When Special inspection is required eit engineer shall notify the Tukwila Building the inspection agencies prior to the firs of all special inspection reports shall Department in a timely manner. Re permit number of the project being inspe er the owner, architect or epartment of appointment of building inspection. Copies be submitted to the Building orts shall contain address and ted. OAll structural concrete to be special in pected. (Sec. 306, UBC) OAll structural welding to be done by W.A. :.0. certified welder and special inspected. (Sec. 306, UBC) OAll high - strength bolting to be specl 1 inspected. (Sec. 306, UBC), OAny new ceiling grid and light fixt re installation to meet lateral bracing requirements for Seismi Zone 3. OPartition walls attached to ceiling gri• must be laterally braced if over eight (0) feet in length. 15 O Readily accessible access to roof mounted equlpmentyrequired. OEngineered truss drawings and calculation shall be on site and available to °wilding Inspector for inspection purposes. OAny exposed insulation backing materiaU to have Flame Spread Rating of 25 or less. II OSubgrade preparation including drainage, excavation, compaction, and fill requirements shall conform stri tly with recommendations given in the soils report or as directed y the soils engineer. OStatement from roofing contractor veri ing fire retardancy of roof will be required prior to final (see attached letter). 0 O All construction to be done in conformance with approved plans and requirements of the Uniform Building Code IT66 Edition), Uniform Mechanical Code (19a6 Edition), Washington ate Energy Code criell Edition), and Washington State Regulation , for Barrier Free Facility (1964 Edition). All food preparation establishments must hive King County Health Department Sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. Validity of Permit. The issuance or granting of a permit or approval of plans. specifications and computations shall not be construed to be a permit for, or an approval of. any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. Cit VC)f Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor 19 08 Ch k M8 214• Tar :e THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division, Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including_all gas piping (296 - 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.0. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3, 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. *ILA Citf Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirement for special inspection. 15. All structural masonry shall be special inspected per Uniform Building Code Section 306 (a) 7, 16. Steel truss shop drawings shall be on site and available to building inspector for inspection purposes. Documents shall bear the seal and signature of the design engineer, and shall include all lateral bracing required. Roofing contractor shall sumit documentation certifying that deck, insulation, roofing membrane and other system components comply with class A or B requirements for a fire resistive roofing. In addition the roofing contractor shall submit a letter certifying that the roofing was installed in accordance with the approved documentation. 18. A separate permit is required for rack storage installations. Provide structural calculations and details of anchorage and required bracing. Include two (2) copies of each plan with rack layout. 19. A separate permit is required for Class I hoop and duct system at "Snack Bar ". Provide two (2) copies of design details and 1 -hour rated duct - enclosure shaft. 20. Corridor at second floor office area is required to be provided with a smoke detector fire alarm system. Smoke detectors shall be monitored. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition), City?* Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1206) 433-1800 Gary L. VanDusen, Mayor Target Page3 Plan Check k89 -214 All food preparation establishments must have.Ying County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 - 4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. Validity of Permit. The issuance approval of plans, specifications construed to be a permit for, or an any of the provisions of this code ordinance of this jurisdiction, authority to violate or cancel the be valid. or granting of this permit or and computations shall not be approval of, any violation of or of any other regulation or No permit presuming to give provisions of this code shall L!) cc) . CJ` M 0 .s • REFERENCE SYMBOLS LEGEND COLUMN GRID UNE ROOM REFERENCE DOOR REFERENCE DETAIL REFERENCE WALL SEC ZION BUILDING SECTION REFERENCE OR DATUM ELEVATION REFERENCE REVISION R[[TRFMCE: NORTH REFERENCE • ROOM NAME 2021i H2 REFERENCE DOOR SCHEtYJLL DETAIL NUMBER (OR LETTER) - __..... -__ DRAWLNG NUMBER 41- 0 -. _ -- - SECTION DESIGNATION NUMBER) ----- DRAWING NUMBER -- -- SECTION DESIGNATION (LETTER) - DRAWING NUMBER THREE DIGIT DUMBER, REFERENCE ELEVATION DRAWINGS SEE TITLE Bi OCK FOR REVISION. ONLY MOST RECENT REVISION SHOWN CLOUDED CEILINGS ACCESS PANE(.. EGGCRATE DIFFUSER ELECTRICAL SPEAKER, RECESSED SURFACE MOUNTED TED SPE:AKER MECHANICAL. SUPPLY RETURN HVAC LIGHTING FLUORESCENT FIXTURE. FLUORESCENT STRIP INCANDESCENT DOWNLIGHT EMERGENCY PATHWAY LIGHTING DETAIL MATERIALS.. LEGEND A.B. A/C ACOUS. Ac. T. A.D. ADD. ADJ. ADJUS. A,F.F. AGGR. ALT. AL., ALUM. ANOD. APPROX. nnt,:� .nn•r . ASB. ASPH. BD. BET, BLDG. FJLK. BLKG. 13 M. BQT. BRG. I3RZ, SSMT. B.U. CAB. C.A.H. C.B. CEM. CER. C.G. CHAIN. C.I. C.I.P. CIRC. C.JT. CLG. CLP' C.M.U. CNTR. C.C. COL CONC. CONN. CONS7. CONT. CONTR. CORR. CPT. CSMT. C.T. c1R. CTSK. CU, FT. CU. YD. oa D.L. . DEMO. DET. D.F. D.H. D!AG. DIAM. DIM. DIV. DN. DP. DPR. DR. DS, D.T. DWG. DWR. E. EA. EMT. EL. ELEC. ELEV. ENCL. E0. EQUIP. ESC. EST. F_XCAV. EX.!(. EXIST. EXT. EARTH CRAVEL. CONCRFTi_ CONCRETE BLOCK CAOC•Ot • • R. tUryllR• CO 21 PLASTER GYPSUM! WALL BOARD METAL STUD TILE WV M- BATT INSULATION RIGID INSULATION METAL ACOUSTICAL TILE ABBREVIATIONS ANGLE AT CENTERLINE CHANNEL PENNY PERPENDICULAR PLATE POUND OR NUMBER ROUND SQUARE. ANCHOR BOLT AIR CONDITIONING ACOUSTICAL ACOUSTIC TILE AREA DRAIN ADDENDUM ADJACENT ADJUSTABLE ABOVE FINISH FLOOR AGGREGATE ALTERNATE ALUMINUM ANODIZED APPROXIMATE ASBESTOS ASPHALT BOARD BETWEEN BUILDING BLOC!( :LOCKING BEAM BENCH MARK BOTTOM SEARING BRONZE BASEMENT BUILT UP CABINET CEMENT ASBESTOS BOARD CATCH BASIN CEMENT CERAMIC CORNER GUAR() CHAMFER CAST IRON CAST- IN- PLACE(CONCRETE) CIRCLE CONTROL JOINT CEILING Ci.EAR(ANCF) CONCRETE MASONRY (NIT COUNTER CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CARPE CASEMENT CERAMIC TILE CENTER COUNTER SINK CUBIC FOOT CUBIC; YARD DOUBLE DEAD LOAD DEMOLITION DETAIL DRINKING FOUNTAIN COUBLE RING DIAGONAL DIAMETER DIMENSION DIVISION DOWN DAMf'PROOFING DISK:NKR DOOR DOWNSPOUT DRAIN TILE DRAWING DRAWER EAST EACH EXPANSION JOIN; ELEVATION ELECTRIC(AL) ELEVATOR ENCLOSE(URE) EQUAL EQUIPMENT ESCALATOR ESTIMATE O.A. EXCAVATE 0.C. EXHAUST 0.0. EXISTING O.F,R.D. EXPANSION OBI. EXTERIOR GPP.H. OPNO. OP' P. F.O.kC, F.D. FDN. FE FEC F.F. FIN. FIR. FLASH. FLUOR. F.O.S. F.O.C. F.U.F. F.O.M. FP. FT. F TG. FURR. FU). G.4. GALV. G.B. GEN. GL. GAD. GR. G.W.B. GYP. G,F,R.C. H.B. H.C. HD. HDBD. HDCP. HDR. HOLD. Ht)WR. H.M. MOR;L. HR. HT. HTG, HVAC H.Q.H. P.S- NCL. NSUL. NT. NV. JAN. JST, JT. KIT. KO. KPL. LAM. LAY. L.H. L. L.L. LT. LTL- LVR. MAS, MAX. M.C. MECH. MED. M FMB. MET. LIEZZ. MFR. MH. MIN. MISC. MTD, MTL, MUL L, N. N.I.C. NO. NOM. N.T.S. FURNISHED BY OWNER INSTALLED BY CONTRACTOR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISHED) FLOUR FI•ASHINF FLUORESCENT FACE OF STUDS FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FIREPROOF FGOT,FEET FOOTING FURRED, FURRING FUTURE GAUGE GALVANIZED GRAB BAR GENERAL GL ACC f:f 171Nr GROUND GRADE, GRADING GYPSUM WALL BOARD GYPSUM GLASS FIBER REINFORCED CONCRETE HOSE BBB HOLLOW CORE HEAD HARDBOARD HANDICAPPED !HEADER HARDWOOD HARDWARE HOLLOW METAL. HORIZONTAL HOUR HEIGHT HEATING HEA TLNG /VENTILATING! AIR CONDITIONING HOT WATER HEATER INSIDE DIAMETER INSIDE PIPE SIZE INCLUDE INSULATION INTERIOR INVERT JANITOR JOIST 1JJ,1IINT KITCHEN KNOCK 01_0. KICKPLATE LAMNATE(D) LAVATORY LEFT HAND LENGTH, LONG LIVE EGAD LIGHT LINTEL LOUVER MASONRY MAX MJM MEDICNNE CABINET IJECHANI .iAL) MEDIUM MEMBRANE METAL MEZZANINE MANUFACTURER) MANHOLE MINIMUM MISCELLANEOUS MOUNTED MATERIAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERFLOW ROOF DRAIN OVERHEAD OPPOSITE NANO OPENING OPPOSITE PASS. P.D. P.6D. PERE. PERI. FL. r.L. P. LAM. PLAS, PLWD. PNL. PR. PSF PSI PT. P.T. P.T.D. PTN. P.T.R. PVMT. R. H.A. ' RAD. R. T. R.D. REF. REFL. REFH. REG. REINF. RF.O. P.EV. R.N. RM. R.C. R.C.W. S. S.C. SCH. S.D. SEAL. SECT, Si-. SHT. SNTG, S!M. SEC. 50. S.S. S.STL. STD. ST L. STOR. STR., STRUCT. SUSP. T. T.B. T L. TEMP. TERN. TEX. T. &G. THK. THRESH. T.I. T.J1. TIBD. T.O.S. T.P.H. TV. T (P. L�•Fai. UP.. LION VAR. VEN. VERT. VEST. V.W,C. W. W/ W.C. WD. W/0 WP. W.R. WSCT. WT. W.I.F. WV!) Bt OCKING COAT, WOOD iiLOCi(iNG /SHIf;1 wO3) FINISH PLYWOOD PASSENGER PANIC BAR PARTICLE BOARD PERFORATED) PERIME. T ER PLATE PROPERTY LINE PLASTIC LAMINATE PL ASTER PLYWOOD PANEL. PAIR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH P01N T PAVER TILE PAPER TOWEL DISPENSER PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QUARRY TILE RISER RE. IURN AIR RADIUS RESILIENT BASE RESILIENT TILE ROOF GRAIN REFERENCE REFLECTED REFRIGERATOR REGIS (ER REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING RIGHT OF WAY SOUTH SOLID CORE SCHEDULE STORM DRAIN SEALANT SECTION SHELF SHEET SHEATHING SIMILAR SPECIFICATION SQUARE SERVICE SINK STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD TOWEL BAR TERRA COTTA TELEPHONE TEMPERED TERRAllO TEXTURE([» TON UE AND GROOVE THICKNESS) THRESHOLD TENANT IMPROVEMENT TOOLED .iOINT TACKBOARD TOP OF SLAB TOILET PAPER HOLDER TELEVISION TYPICAL L1NFItv,:;HED URINAL ONBERYl3(DTED VARNSH VENEER VERTICAL VESTIBU! E VINYL WALLCOVER!NC YiEST, *A' E WITH WATER CI.CSET WOOD WITHOUT WATERPROOFING) WATER RESISTANT WAINSCOT WEIGri T WELDED WIRE FABRIC ADDRESS & LEGAL DESCRIPTION I Mgr E]EJLI-::J r..=====.1 1-- - ----a SURFACE MOUNTED SUSPENDED . C] EXIT 0 DETAIL SEQUENCE 1 2( 3 4 5 6 7 8 9 IG 11 12 13 14 I la 16 17 18 19 t20 21 122 23 24 • ADDRESS: 12700 -- 12780 GATEWAY DRIVE TUKWILA, WASHINGTON 98168 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHING TON, BEING A PORTION OF LOT 7 AS SHOWN ON THE PLAT OF GATEWAY CORPORATE CENTER, RECORDED IN VOLUME 144 OF PLATS, PAGES 23-25, UNDER RECORDING NUMBER 8901230879, RECORDS OF KING COUNTY, ! ".SF'1"°l :7O^!, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE t,105•1 EASTERLY CORNER OF SAID LOT 7; THENCE FROM SAID POINT OF BEGINNING, ALONG THE BOUNDRY LINE OF SAID LOT 7; S4I 46'16 °W 424.58 FEET; THENCE FROM A TANGENT THAT BEARS N28° 15'14 °E, ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 180.50 FEET AND A CENTRAL ANGLE OF 76° 28'58 ", AN ARC LENGTH OF 240.94 FEET; THENCL TANGENT TO THE PRECEDING CURVE me 13'44 °W 250.43 FEET; THENCE TANGENT TO THE PRECEEDING COURSE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 180.50 FEET AND A CENTRAL ANGLE OF 46° 18'05', AN ARC LENGTH OF 145.86 FEET; THENCE LEAVING THE BOUNDARY LINE OF SAID LOT 7, N04° 31'49 °W 41.60 FEET; THENCE 1441646'16 °E. 362.06 FEET; THENCE N48° 13'44'W 31..00 FEET; THENCE N16° 58'14 °E 333.84 FEET; TO THE BANK 0. I HE DUWAMISH RIVER, AT THE MEAN HIGH WATER LINE AS SHOWN ON SAID PLAT, THENCE ALONG THE SAID BANK OF THE DUWAMISH RIVER, EASTERLY AND SOUTHERLY TO THE POINT OF BEGINNING. CONTAINS 350,666 SOUARE FEET (8.05 ACRES) OF LAND MORE OR LESS. VICINITY MAP SEATTLE • r,/ • -____--- ■----• / `` fj / fi r ---_-_-�., -_�� s _A L �. ENTOiJVN `-\�. , rd ---,. _.___.____ --- - -% rf GENERAL NOTES _,_ M; DIMENSIONS ON P1 ANS ARE TO CENTER LATE OF COLUMNS, FACE OF STUD WALLS, OR FACE OF CONCRETE AND MASONRY STRUCTURE UNLESS NOTED OTHERWISE. EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR PANEL. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX (61 INCHES FROM FACE OF ADJACENT WALL OR CENTERED BETWEEN WALLS. VERIFY ALL DIMENSIONS AND CC,J!T!ONS, AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. LADES: ALL WORK SHALL CONFOR`r! TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION DR THE MATERIALS SPECIFIED DO NOT EQUAL. OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN: NOTIFY• THE; ARQHITECT OF ALL. IONF[.1CTS. 'i, . d0 NOT SCALE 1 .. 1Y & THE CONTRACTORS SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL HELD MEASUREMENTS, NOTIFY THE ARCHITECT 1E ANY DISCREPANCIES ARE FOUND. ABDREVIATIQNS: THROUGHOUT THE PLAN ARE ABBREVIATIONS WHICH ARE IN CCIMlMOL,( LIT THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE 01? REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITEC F WILL DEFINE THE INTEJNT OF ANY IN QUESTION. . THE DI'AII1NGS AND SPECIFICATIONS: UCTUTAL, CIVIL, 'ELECTRICAL , MECHANICAL AND PLUMBING DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS, IT SHALL BE THE RESPON- SIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE LNSTALLATiON OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE ENGINEER DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY WRITTEN NOTIFICATION FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCFi!T ECT. 6. COORDINATIOk EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND CQORDINATION WITH OTHER CONTRACTORS TO SECURE COMPLIANCE of DRAWINGS AND SPECIFICATIONS, AND THE ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL, STAIRS, ELEVATORS AND MISCELLANEOUS EOU!PMENT, CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL AND ELECTRICAL EOUI( :'MENT WITH MECHANICAL AND ELECTRICAL CONTRACTORS AS WELL AS SHOP DRAWINGS APPPOVED BY ARCHITECT, BEFORE i'ROCEED!NG T'IITH THE WORK. CONTRACTORS SHALL VERIFY SIZES ANP LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS AND BASES AS WELL AS POWER AND 'WATER OR DRAIN INSTALLATION WITH UOUIPMEN T MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. 1t_ EXITSs ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT US OF KEY OR ANY SPECIAL. KNOWLEDGE. OR EFFORT. ALL EXIT SIGNS SHALL HAVE LETTERS 6 (SIX) INCHES i!!GIJ !ANNUM, AND SHALL CONFORM WITH APPLICABLE CODES. .Rl. ALa THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS AND GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REOUIREMENTS.IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, HE SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT 6Ef ORE PROCEEDING. ND CLAMS EON SXTRAS FOR COMPLYING WITH THE STANDARD WII L E.JE ENTERTAINED. FMS• IN FINISHED INTERIOR AREAS THERE SHALL BE NO EXPOSED PIPE CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS OR UNLESS APPROVED BY ARCHITECT, OFFSET STUDS WHERE REQUIRED, SO THAT FINISH WALL SURFACE WILL BE FLUSH. PROVIDE GALVANIC INSOLATIO ti BETWEEN DISSIMILAR IF: T ALS. CEILING SUSPENSION SYSTEMS SHALL BE STABILIZED AGAINST LATERAL. MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE UBC,1985 EDITION TAGLE 23 -•J. ALL WO(?) BLOCKING SHALL BE FIRE RETARDANT TREATED. A / RIV EATON 10. FIRE PROTECTIOI* BUILDING IS 10 BE FULLY SPRINKLERLD THROUGHOUT PEDESTRIAN CANOPY TO BF FULLY SPRINKLERE[) THROUGHOUT, 15,000 GALLON RESERVE: WATER SUPPLY TAN TO HE PROVIDED AND CONNECTED TO THE SERE SYSTEM, SPRINKLER SYSTEM IS TO BE APPROVED BY THE CITY FIRE DEPARTMENT PRIOR TO INSTALLATION. . \. FIRE PROTECTION CON1RACTOR I5 REQUIRED TO RUN ALL MAIN DRAIN LINES AND /OR INSPECTOR TEST LINES OUT BEYOND THE BUILDING LINE OR TO THE FACE OF CURB. THERE SHALL BE NO DRAINAGE OF WATER ACROSS SIDEWALK OR ANY OTHER CONCRETE AREA AROUND THE PERIMETER OF THE BUILDING. FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED TO MEET CITY REGULATIONS. PROVIDE EIRE DAMPERS AND ACCESS P.:■dELS FOR DUCTS AND A/C FIXTURES WHEN PASSING THROUGH A FIRE RATED ENCLOSURE. PROVIDE FIRE DAMPERS AT ALL SUPPLY AIR AND RETURN AIR OUTLE.TS OR INLETS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES,AND SURFACES AND AS REQUIRED BY THE EIRE DEPARTMENT CODE. fl. IYEATIEP,?ROOFIUCG ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHING AND EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS 10 MAKE THEM R;cATHERPROOF. THE JUNCTION OF THE ROOF AND VERTICAL SURFACES SHALL BE FLASHED AND COUN1'ERFLASHED IN A MANNER TO MAKE THEM WEATHERPROOF. 12. THE SPECJFICATlONS ARE A PART OF THIS CONTRACT. 1 1� � I II!IIjtY !III I 0 0. a c; I • OWNER: ARCHITECT: CONTRACTOR: STRUCTURAL J • 4 LLJF . _. iNra a rug era-N Ave 3. TUKWILA DIRECTORY PLAN NORTH BOEING EMPLOYEES CREDIT UNION 7700 E. MARGINAL WAY SEATTLE, WASHINGTON 98108 (206) 544 -3300 THE CALLISON PARTNERSHIP 1423 3RD AVE. SEATTLE., WASHINGTON 98112 (206) 325 -2070 SDI_ CORPORATION 2100 II2TH. AVE. N.E. BELLEVUE, WASHINGTON 98009 (206) 455 -2101 ENGINEER: ABKJ 220 WEST HARRISON SEATTLE, WASHINGTON 98119 (206) 285 -1185 CIVIL/LANDSCAPE ARCHITECT: MECHANICAL ENGINEER: RICHARD CAROTHERS ASSOCIATES 814 E. PIKE STREET SEATTLE, WASHINGTON 98122 (206) 324 -5500 MAC DONALD MILLER 7717 DETROIT S.W. SEATTLE, WASHINGTON 98106 (206). 763 -9400 _., r .: ^,: ,A,,,. ,... s:.x r ..:v:..l e.• c.. -b9 ti ..cr..ni/' ,t G�+z'Si. gg '%4a+Ji! Cis .:r.3Y%8fa'. ;ii, 4. y/ifti•t3 :.,, I I; l'� II I I. I I! 1' i l j i l l I l l l l l l l i III I i I 1 1 1 I .' � I ' ds•�.f..• �..+.v, >- x' .1f5d,prtir. 'i• I 1 Ii ,I,11'I!II 1II1! I�Il11IIIIi�'IIIIiil;11IIIINI11 I�l;III1 H III.11 I;ii•;! • III;1, !' .5 6 7 8 NOT--:: If the rnicrcfilmed document is Iers cle'2r thcn this r,cticc, it is Cuc tc the r,uality cr the cririnF1 c'cc'.;ment. i L,.: UCr of Lit L! 91 I ht Ctet :t 1. G 9 ! II I 1 1 I I I I I I 1 lill 1' ' l l ! ! I I I li{1 1 !1 Hit Kull l i!;!jllW p l!I Ij11 II1 l l !j lill Ii ii iI I I;H ili IllI III r illlillll!jl Il j II l;l.li rllj 1r) 11 •I4 •{ '1 LMr., C. G '; i I i' V .I�ill!!II!lllilll�! 1. 1 �, V 11111111!,. ;I!IiI„ I j..11lll! INDEX OF DRAWINGS ARCHITECTURAL: A0.0 COVER SHEET A011 GENERAL. INFORMATION Af.! SITE SURVEY AI.IA ALTA BOUNDRY SURVEY CIVIL - LANDSCAPE: CJ SITE LAYOUT C.2 SITE E GRADING AND EROSION CONTROL C.3 SITE DRAINAGE L'..14, G� `. -rk D tcLJ STRUCTURAL: Load:O 7 aict,41 50.1 GENERAL NOTES AND ABBREVIATIONS S2.1 PILE & PILE CAP PLAN 52.2 FIRST FLOOR PLAN S2.3 FIRST FLOOR ['/ T PLAN 52.4 SECOND FLOOR FRAMING PLAN 52.5 , THIRD FLOOR FRAMING PLAN S2.6 FOURTH FLOOR FRAMING PLAN S2.7 FIFTH FLOOR FRAMING FLAN S2..8 SIXTH FLOOR FRAMING PLAN 52.9 ROOF FRAMING PLAN S3.I PILE CAP DETAILS S3.2 POST -- TENSIONING DETAILS S3.3 COLUMN & BEAM SCHEDULES AND DETAILS 53.4 POST - TENSIONED JOIST & GIRDER SCHEDULE & DETAILS S3.5 SHEAR WALL ELEVATIONS & DETAILS S3.6 STEEL DETAILS 54.1 FOUNDATION PLAN PARKING GARAGE S4.2 SECOND FLOOR FRAMING PLAN PARKING GARAGE S4.3 SECOND FLOOR POST - TENSIONED PARKING GARAGE S4.4 DETAILS PARKING GARAGE BUILDING CODE INFORMATION I. ZONING CODE; TUKWILA MUNICIPAL CODE CHAPTER 18 2. APPLICABLE BUILDING CODES: 1,6v_ A. UNIFORM BUILDING CODE EDITION WITH TUKWILA MUNICIPAL CODE AMENDMENTS. B. SHORELINE MASTER USE PROF1AM C. UNIFORM MECHANICAL COD4r EDITION D. UNIFORM PLUMBING CODE I965 EDITION E. NATIONAL ELECTRICAL CODE 1985 EDITION r' pe_4' 1. cc)t OF- O F, SPRINKLER SYSTEMS, NATIONAL FIRE PROTECTION ASSOCIATION *13 G. FEDERAL SAFETY GLAZING STANDARDS H. WASHINGTON STATE RULES AND REGULATIONS FOR BARRIER FREE DESIGN 1987 EDITION I. WASH!NTON STATE ELEVATOR CODE J. WASHINGTON STATE ENERGY CODE K. TUKWILLA MUNICIPAL CODE: CHAPTER 19 -SIGNS 3. BUILDING ZONE, MI LIGHT INDUSTRIAL_ 4. SEISMIC ZONE: 3 5. OCCUPANCY GROUP: B2. OFFICE, B3 PARKING GARAGE 6, CONCTRUCTION TYPE: TYPE 2 -F.R. FULLY SPR!NKLERED IN ACCORDANCE 7. NUMBER OF STORIES: 6 8. BUILDING HEIGHT; 95 °63' 9. BUILDING AREA (GROSS) IS r. FLR. 33,940 S.F. 2ND.F LR° 24,990 3RD. FLR. 24,535 4TH °FLR. 24,080 5TH°FLR, 23,630 61 H.FLR. !8,280 TOTAL AREA 149,455 S.F. 10. OCCUPANT LOAD: AREA X OCCUPANT FACTOR = OCCUPANTS IS T . FLR. 33,7z11 X 100 340 2NC, FLR. 24,958 X 100 = 250 3RD. FLR. 24,508 X 100 = 246 4TH. FLR. 24,058 X 100 = 241 5TH, FLR. 23,608 X 100 = 237 6TH. FLR. 18,188 X 100 = 183 ROOF 3240 X 300 = II TOTAL OCCUPANTS: 1508 Il• PARKING GARAGE STALL SUMMARY: HADICA.PPED = 3 COMPACT = 45 STANDARD = 307 TOTAL STALLS = 355 • /(1i ').'/� �Z �'_rj� •'/I� ! vZ�� ��,Zr� AS�! a WITH HIGH RISE CITY OF TUKWILA APPROVED AUG 24 198g AS 140i EL) CODE . C; rT Y foi i+(.:i'., .et FILE COPY uid rstard that the Plan Check approvals are sLTialect to errors and omissions and a .eproval of plans tab riot authorize the violation of any acoted cede or ord" ice. oceipt of contractor's copy of ap wled. thy) • • ,j Permit No ..,/ () ! 1 • Aw The (Alison Partnership Architecture Programming Planning Interior Design Graphics 1423 Third Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4546 950 sixth Avenue Suite 200 San Diego, California 921 r)1 (619) 232.3233 The Callison Partnership 1.td ..4 Corporation !t8 CONSULTANTS FiNSIMMINERNMEMISIRRO REVISIONS PMENVIVEMINSRMISSOINUM No. Date Item U APPROVALS OBENIMOSiMil ROTHWELL / HU T NIK Project Architect Drawn Checked Aoproved Registration IN SHEET TITLE SIBMINIMEMODMMM GENERAL i FORMAT!O V 88266 _- - JUNE 19, 1989 Project No. - - i13�Q SHEET NO. ismamemmenswomor A0.1 saiumoveumplaluatasma / ‘2"11812642§SeanC CONTOURS A T 1 INTERVALS SCALE : 1" = 40' DATUM iEl\ICH MARK - ,PER 'WILSEY . H4,tid PACIFIC" roP 80L T ON TOP OF EA S TERL Y »;, i& WALL ON NORT))ERL ' SIDE OF NORTH BOUND LANE OF FR_EWAY OVER 133rd /JUST WES T OF INTERURBAN) E! E- V. = 34.05 M.S.L. (MEAN SEA LEVEL) DOW AMISH QGr- OF WH T i 44' �' / / / 0' CL M (21 • ~ 4 __. - - -:-- RIVER 30' Cil 40' GI A fal - r `_� - - l ra' cL a rat ` 20' a , r-------- -- _ 'i `�"� �aL`;, 36' Cl A-1.31- _�, [ %.• • /, j // /' J/ - j �- ✓ / / N 60' CL M 181 r - _ ._. - 36" CONC. • w/ BARBED WIRE LEGAL DESCRIPTION NUMBER 890/ 230879, RECORDS OF KING COLIN 4 OF PL A S, PAGES 23' 25, JAIDErv RECORDING y, WASHING TON, AND BEING MORE ,'"'AR71(7c.:L . ARC BEGINNING ,4 T TI-fE MO:.›. 1- EA S T ER! Y CORNER OF SAID LOT 7, THENCE FROM SAID POINT OF BEGINNING, ALONG THE souNDA HY LINE OF SAID L 0 T 7, S 41°4616" W 424.58 FEE T, THE/vCE FROM A TANGEN THA T BEARS N 287 514" E, 44L ONG THE ARC OF A CURVE TO THE 1. EF T HAVING A 1-7,4DIUS OF 180.50 FEE T AND A CENTRAL ANGLE OF 76°28'58", AN ARC LEW; T OF 240.94 FEE T, THENCE TANGENT To THE PRECEDING CURVE N 487 3'44" W 250.43 FEET, THENCE TANGEN r TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE LET T HAVING A RADIUS OF 1 80.50 FEE T ,4 ND A CEN TRAL ANGLE OF 467 8'05", AN ARC LENGTH OF 145.86 FEE T, THENCE LEAVING THE BOUNDARY LINE OF SAID L 0 T 7, N 04°,31 '49*' W 41.60 FEE T, THENCE N 41°4615" E 362.06 FEE T, THENCE N 4873'44" W 31.00 FEE T, THENCE N 16°58'14' E 333.84 FEET, TO r HE BANK OF THE DUWAMISH R/VER, ,4 T THE MEAN HIGH WA TER LINE AS SHOWN ON SAID PL AT, THENCE ALONG SAID BAIVK OF THE DUW A MISH RIVER, EA TERL Y A NO SOU THERL Y TO THE POINT OF BEGINNING. CONTAINS 350,666 SOUAf?f; FEE T (8.05 ACRES) OF L AND MORE OR LESS / 4 + / / / \ • • + • . ';-. ,1 : 'rte" _ - /, �• R' /� ' , .- J' ` ,c� -• ! C , • ,+r +- .ama••--: _J.. `^_ -= �•-.... __•-'-� -r- __• -� -:\ --. .__ /g _ -•- - - i 6 h �. b - / 9 60- CL M18 is y r '� '��= - /ii �4 /. 18' A! `�� ") 2C' CL M i3/ • `b. \ i CL M (51 a 4 / 7. 244 M_ _�_M I / \ - . • + 1 / �1� �36�C1-7M\-1-6_151 � 1 / / / / / / / / y / / / % // / ) / / / / /'J6' 14 / / • ' 24" CL_bf 121 / /'O/ /// '/// /./.7/ 42' M ' ' / / ///' / /i �'/5/7/(',F., / "/ '/lad / / / 74-7e--/ .< / 6„ // ; ,f ///////' / // s / / ,/ 42" CL M (2) / ' / ; // // / / / / //; / / / % / / / / /// ///1 / (r1 ( / / I / ' /// //,, l , / - �b° /// // / / , / (1/4;s ♦ / / / / /;/ // , / 1't---_ - 0 \0/ / / / //,, / /, // /\�` / 1 / // / /// / / \0 1 / ////:" -r I 1 / b �// /, // �1 1 1 / ,1e . ,1 / // 1 1 I I + // ///// / / k , "�1 \ . / / / 1 \ 1/ ---..� ~^_ k . .. \ 1 1 1 • I 1M1 1 1 , c.6. o' 9� / 1 ,Qy • - / / / / / \ 12' CL M :21_ 40' M / • / 18' M 28' CL M 141 *ew / / / / 41' a ,1 / / \\ 1Q4 \ V / • • N/ / Ci"sue , �7.. 1 ,Q. ,66 • / \ / / 0/7/ s • // // '" °p /b' y • 4 • • \ k \ 40' / ti/ • ; • 1 /+ • - ,eo • • / � \ .:0`A .st9 O ,T 4 + \ + \ / 1 1 / • ,b \\ ,d�,a1 ♦�+ / , ^k / ,b7 + \ \ • / .01 STORM DRAINAGE DATA STORM M.H. No. 1 (48 ") RIM =17.04 16" CONC. (SW) = 8.09 in 18" CONC. (N) = 8.09 out 12" CONC. (S) = 9.83 in STORM M.H. No. 2 (72') 16.09 24' 24" CONC. (N) = 7.76 oul 18' CONC. (S) = 7.76 in 12' CONC. (SW) •= 8.26 in C.B. 3 (547 RIM = 17.11 24" CONC. (S) = 7.63 in 24' CONC. (W) = 7.6.3 out C.B. 4 (48) RIM = 16.98 24" CONC. (SI = 8.18 in 24" CONC. (N) = 8.18 out C.8. 5 (18x24 ") RIM =14.28 18" CONC. (W) = 8.98 out C.8. 6 (18"x247 RIM =14.22 24' CONC. (/) = 8.75 out 18" CONC. (0 = 8.75 in C.B. 7 (24"x247 RIM = 14.20 ,5' CONC. (NE) = 9.80 in 15' CONC. (SE) = 8.75 out 15" CONC. (SW) = 9.03 in CAPCAOI A. • Z. w►rtitvs C9. • \ • \�0:�^ ,b' C\ • / / \ 1 ,e' • • Yy • C.8. 8 (24 "x24 ") RIM = 14.21 15" CONC. (SW) = 10.19 oul 12 " PVC (N)= 10.12 in S.S. C \,� ♦/ // / G. v.l.:•'. DROP INLET 9 NO GRATE SET (EXIST. GND. 12' PVC (S) = 11.31 out C.B. 10 (48") RIM = 16.79 15" CONC. (NW) = 8.19 in 15" CONC. (SE) = 8.19 oui 12" CONC. (W) = 9.14 in STORM M.H. 1I (72 ) RIM 16.28 30" CONC. (SW) = 7.25 in 15" CONC. (NW) = 8.08 in 30" CMP (NE) = 7.58 oul rr/ FLOW RESTRICTOR 8" ORIFICE = 7.18 0.F. 30" STANDPIPE = 13.58 STORM M.H. 12 (72 ") RIM = 15.71 36" CONC. (NE) = 6.45 out 30" CONC. (SW) = 6.48 in 12" PVC (NW) = /0.00 in = 13.6'1 DROP INLET 13 NO GRATE SET (EXIST. GND. = 12.7±) 12" PVC (SE) = 10.23 oul STORM M.H. No. 14 (72 RIM =15.90 36" CONC. (SW) = 6.30 in 36" CONC. (NE/ = 6.30 out • / • / ,b* / • / 1 / / / / 16 1 *b a- 1 O • N' • / 1 c.8.' 5 /' 1 N. / • / / /4 CO 1 • �1e `10 1,°r • • co 1ht \ 5 ,, _ 4 `row_. / `y} F.H. / + A. • • • • • • • • • • • • • • • 1 1 • • • • • • • • • • • • • • 1 / • • - 'mat DRAIN NOT Lc)CA TED DUE ro FILL • • • 1 • WATER VAULT SANITARY SEWER DATA • 4. • o • • • / • to • • • 0 • 0 • • TREE LEGEND - CLUMP M - MAPLE CW - COT TON WOOD 6' CHAINLIK w/ BARBED WIRE 16 PROPER T Y LINE R 180.50' SURVEYOR'S CERTIFICATION I HEREBY CERTIF Y THA T THE TOPOGRAPHIC INFORMA T1ON SHOWN HEREON CORRECTL Y REPRESENTS AN ACTUAL FIELD SURVEY PERFORMED UNDER MY SUPERVISION, AND THA T THE CONTOUR LINES SHOWN HEREON ARE A CCURA TE TO WITHIN 0.5 FOOT. 40 EL 19.88 VAULT ,b9 / EL 0.20 SANITARY SEWER "A" RIM = 16.62 8" PVC (NE) 9.83 in 8" PVC (SW) =9.83oul 6" PVC (E)=9.83in SANITARY SEWER "B" RIM = ; 5.89 8" PVC (NE) = 10.44 in 8" PVC (SW) = 10.44 out 6" PVC (0 = 10.44 in SAN/ TARY SEWER. "C" RIM =15.90 8" PVC (S) = 11.51 oul 6" PVC (N/) = 11.51 in 6" PVC (E) = 11.51 in J,r C.B. 6 • • N NN NOTE,: LEGAL DESCRIPTION AND BOUNDARY COURSES PER A.L.T.A. SURVEY, WILSEY & HAM INC., DWG No. Milt ;I I Il111 ,lli i ce PROPERTY LINE L 145.86' NOT-F.: if the rnicrcfilrned eocurnent is less deer thEm this 1 LEGEND SAM TARY SEWER (SAM TA RY SEWER "A') WA TER VALVE GA TE VALVE INDICATOR POST FIRE HYDRANT A,10NUMENT IN CASE (FOUND) rsr „„,...........-„„,..- A 1 SURVEYORS - ENGINEERS DEVELOPMENT CONSULTANT 409 SOUTH 3rd AVENUE KENT. WASHINGTON 98032 DA TE FENCE TOP OF 8ANK PERIMETER FILL 3' HIGH DIRT PILES DECIDUOUS TREE (SEE TREE LEGEND ABOVE) CONTOUR LINE CITY OF ILIKVVILA APPROVED AUG 24 1989 As iioi ID BUILDING DI1PS1174--- r. COPYRIGHT © 198 THE CALLISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design Graphics 1423 Thirrl Avenue Suite 300 Seattle, 1A ashington (206) 623-4646 950 Sixth Avenue San Diego, California 92101 (619)232-3233 The Callison Partnership Ltd., A Corporation CONSULTANTS 22221133111=2211:21M21118222 21 REVISIONS 21113112211=2:121212211=211=511110011 NO. Date Item 114 APPROVALS 11121112211222112911211252=1122141111NEX M ROTHWELL/ BOB HUNK Project Architect Drawn Checked Approved Registration II SHEET TITLE 11512MBIANUMWMEENIMU SITE SURVEY 88266 JUNE 19: 19ma Projet:t No. Date SHEET NO. WHIMISIMERMINMEMOM A1.1 sagarsioxiimmtwasaromp I 4/10/89 ADDED TOPO. OF DIJWAMISH BANK ?%-.;:t REV . NO. a.tEr ENT 1 JOE1NG OATS ... OESCR I PT I al CREDIT T UJ ION PPP 8Y . . . I' D_ECT TOPOGRAPHIC URVEY BOEING CREDIT UNION DPA' BY RCL "LE 1 INCH INC.'! EQUALS 40 FEET stET _1_ OP APPROVW ... .] Ui7E... .�f !t 0 Far c ' . + , 7 CITY OF ILIKVVILA APPROVED AUG 24 1989 As iioi ID BUILDING DI1PS1174--- r. COPYRIGHT © 198 THE CALLISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design Graphics 1423 Thirrl Avenue Suite 300 Seattle, 1A ashington (206) 623-4646 950 Sixth Avenue San Diego, California 92101 (619)232-3233 The Callison Partnership Ltd., A Corporation CONSULTANTS 22221133111=2211:21M21118222 21 REVISIONS 21113112211=2:121212211=211=511110011 NO. Date Item 114 APPROVALS 11121112211222112911211252=1122141111NEX M ROTHWELL/ BOB HUNK Project Architect Drawn Checked Approved Registration II SHEET TITLE 11512MBIANUMWMEENIMU SITE SURVEY 88266 JUNE 19: 19ma Projet:t No. Date SHEET NO. WHIMISIMERMINMEMOM A1.1 sagarsioxiimmtwasaromp CASC/.D/ A. • C. luVI . I C9 r VICINITY MAP s;.At1 , o1.„ DESCRIPTION PARCEL A RIVER PROTECTION ESMT. . UNSTATED WIDTH A.F.x5910591 PROPERTY LINE 1 MEAN HIGH WATER LINE All that certain real property situate in the City of Tukwila, County of King, State of Washington, being a po:-tion of Lot 7 as Shown on the Piat of Gateway Corporate Center, recorded in Volume 144 of Plats, pages 23 -25, under Recording Number 8901 ?10879, records of King County, Washington, and being more particularly described as follows: .stet Sl/ BEGINNING at the most easterly corner of said Lot 7; thence from said POINT OF BEGINNING, .(long the hoond;,ry line of said Lot 7, S41046'16"W 424.55 feet; thence from a tangent that bears N28o15'14"E, along the arc of a curve to the left having a radius of 130.50 feet and a central angle of 76°28'58 ", an arc length of 240.94 feet; thence tangent to the preceding curve N48°13'44 "W 250.43 feet; thence tangent to the preceding course along the arc of 1 curve to the left having a radius of 150.50 feet and central angle of 46018'05! ", an arc. length of 145.86 feet; thence leaving the boundary line of said Lot 7, NO4 °31'49 "VL' 41.60 feet; thence N41°46'16 "E 362.06 feet; thence N48 °13'44 " \V 31.00 feet; thence N16 °58'!4 "E 333.84 feet; to thy'• bank of the Buwatnish River, at tiro mean high water line as shown on said plat, thence along said hank of the I)uwamish River, easterly and southerly to the POINT OF BLGINN1NG, Contains 350,666 square feet (5.05 acres) of land Inore PARCEL Ei An easement for ingress, egress and vehicle maneuvering over a portion of Parcel R as shown on City of Tukwila Short Plat No. 39- •1 -SS, Recording No. 8904120877, said easement is located on said Parcel f3 and lies within the 30 foot mutual ingress and egress easement area as delineated on said Short Plat No. 89-1 -SS. Said easement ,Also being described in that certain declaration of easement executed by Kaiser Gateway Associates, recorded on April 28, 1989 under Recording No. 8904281083. Both situate in the County of King, State of Washington. SURVEYOR'S CERTIFICATE 1, Fred Carey, a Registered Land Surveyor in the State of Washington, hereby certify to Kaiser Gateway Associates, Boeing Employee's Credit IJnion and First .American Title Insurance Company, that this is a true and c:urrec:t map of the property shown in the legal description indicated hereon, and that this ?nap correctly shows the location of irnprovetnents on said vacant property, that there are no party walls, visible right -of- ways, easements or visible encroachments except as shown hereon. _ Fred W. Carey,�RLS- L.S. 11568 Wilsey & Ham Pacific: FWC /Ijr 3- 230- 1101 -12 5/16/89 PARCEL A S.P 89 -1-55 A.F * 8904!20877 350,656 SQ. FT. [8.05 AC.) MUTUAL INGRESS 8 EGRESS EASEMENT A F #8904120877 8 A F #8904281083 10' ROWY & UTILITY ESMT A . F .' 8401230879 a 8808311579 PER PLAT N 4f° 1_53.1_4_4"W 250.43 .. 101 POWER EASEMENT A. F #8610080591 EXISTING MON IN CASE EASEMENT FROM INTERURBAN AVE. ACROSS SEATTLE CITY LIGHT TO PUBLIC RIGHT OF ; WAY ON GATEWAY DRIVE A.F. NO. 860818478 a 8808311580 LEGEND ',1) Ili !I ) ('. Stt);111 (1(.1111 .,. ) 111 Keys°((. Storm \l,cnllulC 1•t•ii.:tc•s (:.1[, 11 lb,,r,ilr l)( riot' :: y,crlitary Sevier S', \111 Denotes S.uttt,cry Sewer Manhole \\ I)etiot(.•s Waterline 111 !3('nuw.4 Fit,.. 11)41r.011 Scale __...1- .1o'.._. Designed l)rawn CAL -__ _ -- { :heCked_.__.�'yc_._ A pprl:ved Dwg. Number 3 -290- It01-12 D °I :S l i l•. E l , ry. •� •�,, •. ". .. ...,. ,. w ,. J.: i. o-iw0{'.'. yy. i•':+ i41L�: f. � %ll.Y'ii�J�'�+`M3:.Ili%}`'tiG'GI '..y, r, g-n � . , {i � � : . '. +1 1 1 1 1 1 1! I I I i I! I I i' i I 11 1 I 1 3af�iS�,�nx, 1`: .. ,:..s.. YS F: .slbci,'- 'i'G, ,,j,.y•-fs" may_ ,1/ l;i,. • .� , 1 1! 1 1 1! 1 1 1 1 1 1 1 1 1 : I!. . I I l i I I i 1 i i t i 1 I I I i i 1 i I f I I 1 I 1 I 1 , I S�.Y 'Y,w GL'+1 -r'J ti`�`•r.� iFL�... '. ' �. 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J 198 THE CALIISON PARTNERSHIP The Callison Partnership Architecture Programming Plan,iing Interior Design Graphics 1423 Third Avenue 950 Sixth Avenue Suite 300 Suite 200 Seattle, Washington San Diego, California 98101 42101 (206) 623 -4646 (6-19) 232.3233 The Callison Parmersh,p Ltd ,.4 Corporation III CONSULTANTS IMMIIMMMMMISIIMIMININ IN REVISIONS No. Dee Item "5 APPROVALS ROTHWELL / HUTNIK Project Architect Drawn Checked Approved Registration Crl r n f.1 L.; iJ,;1 Its 'i c SI SHEET TITLE IMIVIMMIMMIONIMPSWERM ALTA BOUNDARY SURVEY 88266 Project No. JUNE 19 1989 Date ilo SHEET NO. UMMIMMEOZMIMMISMfganne Atia VICINEEMIllignililiffilfillgeNNWEINEINIZIONMAv f 41 ". • Sn c. 0,V 0 eta • [re Q ° ` ! yr icaria6160 4-4,161'..1'141:4° f •J t.� 1jRb 10111011,1 --- 1 Fw TYt • , .... PAN1 1161. -r ' 'r ✓l�!rpy�ry�Ips�9 titt r t e, 1 , t ri a .1-40 ni 'r@ 10104. _" 7f bowo • 1.426e0 s' 4.& 1 {l'wot P' NTS f Paying/ Extr ide.d. Concrete Curb. 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D..> - 47-parti ,s.117 .anw,4,9 't6 Ti ', /? /c,A/. 1 PLL ,,e0(76/. 604//v4 - /T» v/PG- t .. x7 4, ,4P"p1 4 "iwt ` . Vi/ o.1v wir, i /-1/7 •% Przt e 7.4) 77 id .7sio b. *a/i'vape 12,_ v ipY hV/r/ ; . 04'' 4sr k4g. or eengAele. I. hl7w. 1,14HTI! - 44:1 (K -etyexar.„44 /J%. vita. peNegb46 1.29.14.) . 6u/wt. 0 oi3 /6c1,.• 2- 0 /250h/p6'L-77/I6L- A/fica,t •s6/ G 11 to I p1 / !. .11 1, ,, • • r, O' ' e, A /I if, > L.1_,./ q7 LViHi :KIM 742 WH! A) P", i%''-- olt 't.t. A, 1 The Callison Partnership Architecture Programming Planning Interior Design 1423 Third Avenue Suite 300 Seattle, Washington 98101 950 Sixth Avenue Suite 200 San Diego, California 92101 The Caliison Partnership Ltd., A Corporation Richard Carothers Associates 814 E ilcs St. Seeds, WA 98122 2C6/324-SEP No. Date Item 49* ?an? itt2r 1� e1x Pool- I-fJG')-t per` 6-.0N46. VAL..-4, WITF C) 5•4/' //k7, IM Ti�►1.: . 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Ake/ 4071T 1�arl�t . 1-014HT wr1t ep - coiIPIVAT1 ®1-! eI L07t4 aNC,Largr 1VIt-!, f,1 N7rt rt`4t i M04I.11.0 LO-ier :a tP L .1: t i T O Ot t-1 t-f T' r o j .4 .av 7 AIM /NI ,` • INVaicej • 4ATiot-i ftvi oil or. i tl tt h u:,, 1 ;PPRf!'E,D AU U 24 11999 AS COLD UILDt ^1G C3ivisi COPYRIGHT GHT ©19R THE (ALLISON! PARTNE SH* Project Architect Drawn 14# Checked #6 Approved al SHEET TITLE WWWWWWWWWWWW2WWWW11 , Project No. a/*151 W SHEET NO. MIWWWWWWW.WWWWWWW/a LAWN . FINISHED GRADE 4" TOP SOIL 7" DIAN. KNOCKOUTS 4 SIDES 12" 11" . .• 11"Y11" GRATE MFG. PACIFIC .INTERNATION4 PIPE t TACOMA, • • • :21 12"x12" DRIVEWAY TYPE .CATCH BASIN RIPE BACKFILL ------- 6' DIAN.• PVC PIPE .../1■0110.• " M 7: 111E 1. 41". Lawn Area Drain 12H NTS Co" VW HOOff- 45q, amEr TYP. ,34-,,t4 • 6 'Al Sanitary Sewer Catch Basin Typ. Outlet Trap NTS ( Utility Chart 7751P 61 it" f1t-1 17, 1 1 (.1: 0'14 A (;t4 4/7/198!7 - r `•ts,„ ••• • IT \''',. . ..' , ...0 \lir.4.. . . \ : . ''-< \ ' er,,, --- li., —. - ise> eie Ito _. AA‘1...4'' ...";‘ 2, . -- ... ., _- -„,...AA,A. .. . -74-ti -- - - „ - — ---4: ., .., .. ,•) , - _ ... --..., - -AAA,. „ -.. - „v . / ° It • -'. ' -- ---..*. '''. ,7,' ''....Nr, .-. '' --' 's \ ..' i ' ...14117-°•."...."...' . 1 , '. f';,.., • ../.1'• 'N. ..",,,, ...7^, k • 6 -."-r)- - -1 "---\•st.-- '14:- ' ' 'T ' - ..t.:7"....... - ' • '' Mil #38 IC/Y.PEtZ, ORD Frame, Grztte & Round Solid Cover Marked "CAN" with Locking It xlco Std. Galvsitp " ---.. , - 1. " , s ,„,,..", '''' T... xfp . 1.,, - _ , „-:..\,&-,' \''', -:1.,- - \i- ( - ,74--ii., \ '■,. , _,, .. (_ '2 ... ,,,,:• EX 'CB #j ,-;‘)Nwae-T r) 6A-N /re, 6i De a../414.- \`..• • !A 1 j•e,1 4.4;1 — • 44 . 127., r ,ixnzi•io (.,'L,w) SECTION A-A 12" DIA. Shear Gat ct w/ Control Rod For Cleanout/Orain (Rod 13-ent as Ro.d for Alignment wi 4• DR. C.B., type 2 Math Shear Gate Control 7. Rod to Support Bracket on Inside of Access Opa ming —141- 7. ••••••- "4-7 PLAN 15" 01A. Oa% 24" it4ve*r vA-ri—o-TT 7,6) 2-1" 64(03 OZ" CA 1*.412 C) •0 1 613 -4- 35 i5o 1 , zo 6154-1- ■A‘ 6.54 ;2 615 si OIL. WA le-.A.TG!1?- /4. IiITIFTZ.767.- I 5,88 cia*Co le q, q.50—(-673.55 & W ist:6) v0( iz' ) egs (le1442-) !az° 6 lzu ) io. (00 12' f.,0 , j.• r or-y-ro-sr•-v- /3 33 ( 12" Nthi) 11.00 (11-'10) 16.71. a/Ce1W4102W ,101.0.11-ww-,---; tY171,111-1 A 10SO cfP'A5,"' e, 4.3i2V71 ,(5"t4e-tiut,) .10.o3 1.1) 11, oa e .spe) ib0 4°64) -1-ZW-Cto e,r,o1 0-00 14.60 11=S 60,11 11044 67-7112";371 10-211- N,`,) MOO 02'6, pu,15 1l.t50 (reM) 1 12• DIA. Oil Separator NTS ,e1 1 '1/4 131 I 8 1/2 1 i , or- eiPPITIve- IN/TPtit'cri OMIT # 7(1 tiF 121f$ /OMIT S EX.',(51A144Z 16.bil, • 1.77 • '7,1 • IA ...- ii .- A Kr .. ribr , .4 „ 111 \ ..., .1 IL ..... I . ti, ..' •"' . ° 17 ! 1 S .'.', , . 10 . ...-- 0 .., ID 16.bil, • 1.77 • '7,1 • B # 1 2,00 PARA [ — 1 tDMILI #12 \ . • \ • f IAA ' • ....4rt!..7. , . IA ...- ii .- A Kr .. ribr , .4 „ 111 ..., .1 IL ..... ti, ..' •"' . ° 17 ! B # 1 2,00 PARA [ — 1 tDMILI #12 \ . • \ • f IAA ' • ....4rt!..7. , . ...- ...e_r„ 7 ' ribr , .4 „ 111 ..., .1 . ti, „....., •"' . • "1 Id • i 11/20244 " Jo PP • P70' A 12" DA. Pollution Control Device Notes 1. USE 54" 01A. CATCH EtcSei TYPF 2. METAL PARTS: CORROSION RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 3 FRAME & LADDER OR STEPS OFFSET SO: A. • CLEANOUT GE IS VISIELE FROM TOP. . CLIM-DOWN SPACE IS CLEAR OF RISEP AM C% ct...Artarr • GATE. C. FRAME IS CLEAR OF CuAn. 4 IF METAL otirtzr PiPE CONNECTS TO CEMENT CONCRETE PPE: OUTLET PPE TO HAVE SMOOTH EOUAL TO CONCRETE PIPE II% LESS VV. 5. PROVIDE AT LEAST ONE 3" X MO GAGE SUPPORT anAcKizr ANCHORED CONCRETE WALL (MAX. 3*-)tr VERTICAL SPACING). General Notes 1. FOR UTILITY LAYOUT, SEE SHEET C-I. % - 2. ALL MATERIALS AND CONSTRUCTION REQUIREMENTS SHALL CONFORM TO THE 1988 APWA/WSDOT "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND' MUNICIPAL CONSTRUCTION, EXCEPT AS SHOWN OTHERWISE ON THE PLANS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE CITY RIGHT-OF-WAY. 4. ALL BUILDING ROOF DRAIN DOWNSPOUTS AND FOOTING DRAINS SHALL BE DIRECTLY CONNECTED TO THE MAIN STORM DRAINAGE •CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. ALL STORM DRAIN PENETRATIONS THROUGH WALLS OR FOOTINGS SHALL BE SLEEVED. - S. PIPE MATERIAL: #9A )40 jte s ‘<, • ps,, z' 7:•777:".- • '.'0"".777". c'N r GA ?EWA Y DR! VE •7t4rOC12.0.10910:21.-o1y iimitkmcgt X C5 ■■■•■•■■•■•■■■• tiNUMENT 44. 6, AE , CONCRETE - REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C 76 CL.III (12-ICH AND LARGER). PIPE 12-INCH IN DIAMETER OR LESS SHALL BE NONREINFORCED CONCRETE, ASTM C 14-3. PLASTIC - PIPE 8" IN DIAMETER OR LESS SHALL BE PVC, OR 35, AS1M 0 3034. 6. MANHOLES: SANITARY SEWER. MANHOLE SHALL BE TYPE /, 48-INCH DIAMETER, CONFORMING TO STANDARD PLAN B-23A. STORM SEWER MANHOLE SHALL BE TYPE II, 54INCH DIAMETER, CONFORMING TO STANDARD PLAN 8-1e. CATCH BASIN NOS. 3A, 39, 3A-I SHALL BE TYPE 2, 48INCH DIAMETER, ALL OTHER CATCH BASINS SHALL BE TYPE I. CATCH BASINS SHALL HAVE STANDARD FRAME AND GRATES, DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL OR FINISHED GRADES. - ALL FABRICATED AND MISCELLANEOUS 5TEELS IN CATCH BASINS, INCLUDING STEPS AND CHAIN, SHALL BE GALVANIZED AFTER FABRICATION IN LONFORMANCE WITH ASIM A 123, A 153, A 384, A 385 AND A 386. .-:,,,,,,...--..A.AA....•:A.A1A..e..-".„N.,:,:::,..--A.-...y.-A-A.i.:iii,47,:44A::.':Az.-A,'A.-.4t-,,..;..NAAA'26-As•-4-.1,4.---.,,-*-A,43-:.:::-!.S-.4,1:•,%.--AAAAir.:.,24.,;.-.4ii.i,Lu-tA,:.,.J.7:;N:;;;,:Ar.:,IN.A.-:;,:-;.A;-4'i‘t-,.,./.„-,.,„A.A.,;(4..:,,....,..A.-;A;•.;A.;,,,•.th-.•,,,,A, ,.. A A AHiAiAAAAAAAJAAAAAAANNAIIIIIHIHIINIINNINIIIIIIAINNIIiiir 1 I lIPINIIIIAINAAAAAAAAAAA'AAAAAIAANN!A , A A ' A; A I A; . 2 --- . i, • (.--) 6 7 8 9 1( , NDTT: If the micrcfilmed document is less clevr than this rcticc, it is Cu c tc the cuslity cr the cririnl c'ocun-.ent. . . _... _ _ . . - hi, t3t Ll 91. GI, , IA EL 1I l II .. 6 I i 1! I 1 1"! 1 I 11— 'Ht! IHHI, ;1w I . ■ ; 1 .. ■ I ' :11111I1r111'111111ll'Id1 l'.1;1011111;' ,,wh :IIL.,' HiIiIIIIIIIIIIIII'kri'll'!!!IIIi! H''!Iill k.111 A P P E AUG 21199° AS NOiEU The Callisen Partnership 1423 fhird Avenue Sutte 300 Settle. Wathington q8101 (206)623•446 950 Sixth AVFI`J” Sutte 200 San Div9o. California 92101 (1q12323233 Par tr•frr L td A di CONSULTANTS MagianIVAMENEMOSMOI Richard Carothers Associates Lard & Se Plotz*/4 8. Lqgias Des1goi1 ere-ae Ardiuctore 814 E. Pk, St Seat WA 322 206324-50 II REVISIONS 041211889118SEEIMIMMIRMAKIM11881 /\ VA1 fa-6/7r 4fi7Prielet4 COPYRIGHT 118 7Hi CAt.LISON PARYNERSHIP le APPROVALS ataitiratefaleamainktiMMAN Re) Pro!ect Arrlhitect Drowr ,Z* Chericed /46 Dro Chericed Approved Req!,!restion it SHEET TITLE SIMSZEZIIMINUIRMEISPEMS STORM DRAINAGE /SANITARY SEWER bbi410(.4 ProieT tio UL/i `rr nat.' al SHEET NO. SISSUBSEMitit.02/62 C2 EKE 1 1 • �vy,{{��� C maple t u •e, ?" ..ATU t201.14. Fig oiz r&14Ai_ % iO' r% C. i�X i Z 2xis; A.UJF PILE �At,fZIc c' MIR i fr o UR t'=..c L) y�ruR . iO f''�,n1� A4, IZ.EQui�.E.p FO 1,1. 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BOUND LANE OF FREEWAY OVER (WAN SEA LEVELI i4,•'Jo '. 1412 ' ;" :41 • ' a. i,\v,,,-...„1,..L..1‘ FIEF :pl\TO DETAIL .V:YC., r=.p P7p.4 L1iO'si ROLE 0 ` oo.,';,.. • , „` ,. • M •le • :x.0 I � • YYY u�• • !1- 1e V a1 + •s O A9 • - titlivi \z,, I � • YYY u�• • !1- 1e V a1 + •s O A9 • 14 rJ f + fr • 1dr •tn.\ . f 11 Rfl,f 3•#'.'Dla • L r M 14.730, t7.0 . ;7J r` : ,• ^ .1 l' 17•. 1 • filit :.i'wtt +" 12 7 •u1 ter ;14.5o ;Is tea 11 , 14y•I t i,• '7".0 d: a ,et If S • 1 1i1.01711'' A�ll�tlllLiti/.711• t-� ---max at 14 t� t YE A !. DRIVE: 04411 _f*f4 t21111110 et : • tS e •G ( N ,,,,,,,- . !v.,- ‘--,,,,(,..e.c.7:14.42,_ ,, FAR ;Il. ( 1'.b tf.; V (j y3 tom" • .1. * .jE =terra' _�` e.�t r� �pt .. Ix t lam► , 4A Mi. r' « -5;4 AEG` Y• c. irk � }•-. • * i fr �� .• �••�iM1.�lVfYwa. 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'r�c31 f. p r +t+ : r'� 1« fp.r u e i i iF f= 3i n fill-vices, or ies fi� prior: ter p tt a ty : tkis s vk Q' * ` Tukc�ila :. � xtuient f e • *orias. • • • f No silt laden water : to control- sL'St €in a7d A t; to s;t ;. t9 parsing' though are erosion The .Cs, • ttriiet• ; al�.'i tth - ltra f; s1"- ta1�t :•ag to ;r r 'vita ;OPPli to Ot+«azr ,ces.trs ',canner 3 i s•. �t;'bTsc,. attfety, reett.°�. �lr4.`w ifaro., • a,:. • _ ozs and , bui4, • APi7(0,44 :Ovid *Ale j � 3 t: j i Qte "Y: 'sS�'i+1 !? E 3 s fG fix XZ ii5 37 iY�ti u5t C n4accor sbar - soUhr- t rA ty of U'' ;.vivirz'- d w, ; , • r !I;!III 1 � O 1„• Ililllllli • Cdr ;`hc • i S : "ir+ :•i; i y 4u.:. at.vita- ; :� wdtk T)1 • ......,.,. MOS1074/.3EVWSWIC*1 C01111161, 1. The temporal' e.tosiort control system shalt be installed prior to all other construction. 2. Where possMs; maintain o natural vegetation for si;c control. • a. A conrattetbn pr %zg e$ ena seasonal conditions dictate, more•siltation control facilities may be required to insure complete sftation euntrol. Therefore, durini the course of - ccr� ctiorar ; shall lie the obligation and responsibility of the Contractor to addre•. any new dit 'ikta.s that ,lnay ibo creaZted by his artiviies arid to provide additional facilities over 3rgt above the minimum revAaez eent-s a.s may be nsteded, 4• Tesf:raorar, i fsiltatior-, ponds and all tempo • siltation controls shall be naair_slined in a satisfactory condition irtttil such that «Nearing andfor construction is completed, permanent drainage fadlides are operational, and the potential for erosion has passed. 5._ disturbed land areas ref for 30 days or, m e shall be seeder; with. a mix and by a inetho41 approved by' tg of Tukwila Department of Public Works. I'I!Illi; '1I / r✓ l-OJT�:r•�l} IiI":L ..,� r- •«.. x• el.0 m ' ' • i ! 1 1 i i I i I 1 i I I i ! I I I I i I i I i 1 1 1 11i ! III 1I iII1 1 1 i 1 II III I I ;11 ii !l i . ; l 1 - J 6 N3 I f the micrcfilmod document is Tess deer thE.n this reticc, it is cue to the ctrality cr the eririr -1 document. 1 ;J1 ' ('t Ul C.ii hi ti;l i Iii li!I'Iil. I .11ilIIIIi el 11 H II;II! 9'. 11 9 11111 11 1 1 11 11, 1111;11,1 1 i 12 • APPRCIVED AS i,10 D Arct The Callison Partnership 142 3 Third Avenue Suite 3;f30 Seattle. Washington 950 Sixth Avenue Suite 200 San Diego, California 92101 Richard Carothers Associates Land & S4e Manning / Civil Engneer'ing / Landscape Archtecture 814 E Pike St.. SentVe. WA C16122 206/3245500 FAX 328-1880 No Date Item 70, -Fog. MAC, ei Project Architect Pit Drawn Checked Approved SHEET TITLE SOMISMIENWESMSKINVIN SITE GRADING AND ERosioN coNTRot. Project ■•;tu bate Co3 AgiNSIONINGEFAmingensogersuralisaszeurigem - titlivi 14 rJ f + fr • 1dr •tn.\ . f 11 Rfl,f 3•#'.'Dla • L r M 14.730, t7.0 . ;7J r` : ,• ^ .1 l' 17•. 1 • filit :.i'wtt +" 12 7 •u1 ter ;14.5o ;Is tea 11 , 14y•I t i,• '7".0 d: a ,et If S • 1 1i1.01711'' A�ll�tlllLiti/.711• t-� ---max at 14 t� t YE A !. DRIVE: 04411 _f*f4 t21111110 et : • tS e •G ( N ,,,,,,,- . !v.,- ‘--,,,,(,..e.c.7:14.42,_ ,, FAR ;Il. ( 1'.b tf.; V (j y3 tom" • .1. * .jE =terra' _�` e.�t r� �pt .. Ix t lam► , 4A Mi. r' « -5;4 AEG` Y• c. irk � }•-. • * i fr �� .• �••�iM1.�lVfYwa. SAY „ifrx. 1-0,somsao,ZigtraIngtVelegg.2e64512444"... t16. r•440"4' ” r-1•07-- ;;;;;;T 'do 'ii-i; 41,40,7. ~ f�� ,-' r •1 ) t e a '6' ti '.7,1_A.• •t: • 1ga 0.014, • At( mfrorialo rsoF she be i.>? cr foo h ire #r *..V ird.;_4 .tdt :. o u L>4` try f . ti is s*sire' i . z a of •'Ft l r rt4tiorj' t tat �'�°ai l ttx St fe c�. tc3-, �A •. /eLti is dif' ; i by :t c Coxtztr c1.olt'StaMt .fo# ree y s TUNA/,'4 : rs t ;�;' `ashilits _ ( ns"tra�pxort Ste dard0, Or as notch = ofti. • 2. •E ttng titialtt• ul fry.; t =tt ai $h+ 't.1 i. the otit,''• 1: 3v,' 'dyes »-d from fire best-. mfOor t,1c n ovadg �; 3 , :a : ,4 :;r 'at 3114 - alettiness. a. nOt; ia:ai r• e , It shall still tan. t n.x cf�:,''''s 'sue a.0..a' • i£'c r! 1..7i' Yt �.t itie • !With” the . �o "�ixrs ': o, r �.foc ' i 's �.fv),31 oil the `. r ac:. • Additive Alternate 3, 1E spec .oi - Tim CoAtFla� :Jiff - r: . 'r�c31 f. p r +t+ : r'� 1« fp.r u e i i iF f= 3i n fill-vices, or ies fi� prior: ter p tt a ty : tkis s vk Q' * ` Tukc�ila :. � xtuient f e • *orias. • • • f No silt laden water : to control- sL'St €in a7d A t; to s;t ;. t9 parsing' though are erosion The .Cs, • ttriiet• ; al�.'i tth - ltra f; s1"- ta1�t :•ag to ;r r 'vita ;OPPli to Ot+«azr ,ces.trs ',canner 3 i s•. �t;'bTsc,. attfety, reett.°�. �lr4.`w ifaro., • a,:. • _ ozs and , bui4, • APi7(0,44 :Ovid *Ale j � 3 t: j i Qte "Y: 'sS�'i+1 !? E 3 s fG fix XZ ii5 37 iY�ti u5t C n4accor sbar - soUhr- t rA ty of U'' ;.vivirz'- d w, ; , • r !I;!III 1 � O 1„• Ililllllli • Cdr ;`hc • i S : "ir+ :•i; i y 4u.:. at.vita- ; :� wdtk T)1 • ......,.,. MOS1074/.3EVWSWIC*1 C01111161, 1. The temporal' e.tosiort control system shalt be installed prior to all other construction. 2. Where possMs; maintain o natural vegetation for si;c control. • a. A conrattetbn pr %zg e$ ena seasonal conditions dictate, more•siltation control facilities may be required to insure complete sftation euntrol. Therefore, durini the course of - ccr� ctiorar ; shall lie the obligation and responsibility of the Contractor to addre•. any new dit 'ikta.s that ,lnay ibo creaZted by his artiviies arid to provide additional facilities over 3rgt above the minimum revAaez eent-s a.s may be nsteded, 4• Tesf:raorar, i fsiltatior-, ponds and all tempo • siltation controls shall be naair_slined in a satisfactory condition irtttil such that «Nearing andfor construction is completed, permanent drainage fadlides are operational, and the potential for erosion has passed. 5._ disturbed land areas ref for 30 days or, m e shall be seeder; with. a mix and by a inetho41 approved by' tg of Tukwila Department of Public Works. I'I!Illi; '1I / r✓ l-OJT�:r•�l} IiI":L ..,� r- •«.. x• el.0 m ' ' • i ! 1 1 i i I i I 1 i I I i ! I I I I i I i I i 1 1 1 11i ! III 1I iII1 1 1 i 1 II III I I ;11 ii !l i . ; l 1 - J 6 N3 I f the micrcfilmod document is Tess deer thE.n this reticc, it is cue to the ctrality cr the eririr -1 document. 1 ;J1 ' ('t Ul C.ii hi ti;l i Iii li!I'Iil. I .11ilIIIIi el 11 H II;II! 9'. 11 9 11111 11 1 1 11 11, 1111;11,1 1 i 12 • APPRCIVED AS i,10 D Arct The Callison Partnership 142 3 Third Avenue Suite 3;f30 Seattle. Washington 950 Sixth Avenue Suite 200 San Diego, California 92101 Richard Carothers Associates Land & S4e Manning / Civil Engneer'ing / Landscape Archtecture 814 E Pike St.. SentVe. WA C16122 206/3245500 FAX 328-1880 No Date Item 70, -Fog. MAC, ei Project Architect Pit Drawn Checked Approved SHEET TITLE SOMISMIENWESMSKINVIN SITE GRADING AND ERosioN coNTRot. Project ■•;tu bate Co3 AgiNSIONINGEFAmingensogersuralisaszeurigem ,.• k4it e EDGE Jr WA T Ede tebd iEt7 !E.:. $.S ter'! 4 /U?li 86 :r e • \�, 1 • • 3.9 -r , + �,",• • c- • '... .�- 1 ^, 7 '�' i i% j • `•., �• � is " \ `.,,� S �' . ,•;•.� \i,,• ��!q,� �`'`., •' � �.R`+` • 8 z.ss 11 � pm* i.••1 t d'� 1{57 • 141 • , • 1? • 17.4 • � • 10.6 f-61-101(6% PlA Ak-IV !w4rfr.- -b") 11%,fe t.t.(FL); I 150400 . IAAT = , 4.4..,,,1/4t • it.e .'1f_ ' !s: • 1ao 1 • !r!' F , ri '1 -4\ ;' • 124 ..ate, a a � •b . *• ■ IQ 1 c-• fp ,,14.s 1 Legend • • i • 141 ! 3 11144 r f • 143a ./ \ • 17.0 • 13.= • 13.7 . ,i .{ 1 ♦ i 1 , 14. .• 1. •i; I •461 12a • ■e1 GAT#t AY DRIVE 1• • ivimumEte a...,.r.�r, •.mn.ww.• \ 13 etv, .74g The Caiiison Partnership Architecture Programming Planning interior Devgn Graphic 1423 Third Avenue Suite 300 Seattle, Washington 950 Sixth Avenue Suite 200 San Diego, California 92101 (619)232-3233 123 CONSULTANTS Richard Carothers Associates 814 E. Pico Si. Seas). 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Lk% VZJ • rof- i< 5111PP74)5 .‹. __ - -- - l CoM MO "r Fp ; Per <mr i-41�r 'iar(T •) • I1NI ,� IT) 21•1/ 7ff. „.err • :44e: -a�r ft`—�' ! �� crl�'$ ,• .,. ; .� r '• a ,� r2r) i 4 i; i FoisH 13114,1t=11‘ p r 001Wr. 1.-11.67 ffiVitio .rc BOLLARD BASE ‘at") 5/-'r ” - 0 " 5t I IC ft) / ✓ Fool' (5EG 3rer.) , � O � TP►e .5 E i �, ,�I h I) ---1 ONO, G-tm :: ti % i•I f j G "/'r(' 2-ft, rAtI9frPi; -- 44, ifilki BRICK PAVING p AuG <1. 1989 COPYRIGHT rel 198 THE C.ALLISON PARTNERSHIP The (Allison Partnership Architecture Programming Planning Interior Design Graphics 1423 Third Avenue Suite 300 Seattle, Washington 98101 950 Sixth Avenue Suite 200 San Diego, California The CaIlison Partnership Ltd., A Corporation Richard Carothers AssoCiates Land 8 SiIe Planning / Civil Engineering Landscape Architecture 814 E. Pike St.. Statile. !VA 98122 20 '32+5500 FAX 328-1880 IV REVISIONS inuesswasurnesevrefenusse No. Date Item al APPROVALS DEMilligaingainiMaftlanun Project Architect Checked Approved CERTIFICATE KSb• 27 1 Registration NI SHEET TITLE ifeRIMBEEMSEINENUBMIM SITE DETAILS 88266 AMY 5. 1989 Project Gate SHEET 1110. 41011PRIMOSOMMERIBIEMCNINI C.5 ABBREVIATIONS AB A/C ACI ADDL AGGR AISC AITC ALT ALUM ARCH APPROX ASPH ASTM AWS B BD BE BITUm a BLDG BLK BLKG BM BOT BRG BSMT Tvt,N1 ANCHOR BOLT ASPHALTIC CONCRETE AMERICAN CONCRETE INSTITUTE ADDITIONAL AGGREGATE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALTERNATE ALUMINUM ARCHITECT, ARCHITECTURAL AT APPROXIMATELY ASPHALT AMERICAN SOCIETY FOR TESTING MATERIAL AMERICAN WELDING SOCIETY AND ROTTOM (BEAM AND JOIST SCHEDULES ONLY) BOARD SHEAR WALL BOUNDARY ELEMENT BITUm1NOUS BUILDING LINE BUILDING BLOCK BLOCKING BEAM BOTTOM BEARING BASEMENT BETWEEN AMERICAN CHANNELS CB CATCH BASIN CG CENTER OF GRAVITY CJ CONSTRUCTION JOINT C:• CAST-IN-PLACE CENTER Lima CLKG CAULKING CLR CLEAR CMP CORRUGATEo METAL PIPE CMU CONCRETE k\SONRY UNIT CO CLEANOUT, CONCRETE OPENING COL COLUMN CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CP COMPLETE PENETRATION CP-UT COMPLETE PENETRATION, ULTRASONIC TEST CTJ CONTROL JOINT, CONTRACTION JOINT CTR CENTER CTSK COUNTERSUNK CU CUBIC DBL DEPT DET (1) DIAG DIAPH DIM DN do DP DWG DWL E EA EF EXJ EL ELEC ELEv EMBED ENCL ENGR E0 EQJ EQUIP ES EW EXIST EXP EXT FD FDN FIN FF FLG FLR FLASH FOS FP FS F1 FTG FUT GA GALV GEN GL GND GR GYP HEF HORI7. HP HSB HT ID IE IF IN OR INCL INSUL INT JT JST K KSI CACCAOC 1 • C. 11U•Pa...1111CO, DOUBLE DEPARTMENT DETAIL DIAMETER DIAGONAL DIAPHRAGM DIMENSION DOWN DITTO DEEP DRAWING DOWEL EAST EACH EACH FACE EXPANSION JOINT ELEVATION (HEIGHT) ELECTRICAL ELEVATOR EMBEDMENT ENCLOSURE ENGINEER EQUAL EARTHQUAKE JOINT EQUIPMENT EACH SIDE EACH WAY EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FINISH, FINISHED FAR FACE FLANGE FLOOR FLASHING FACE OF STUDS FIREPROOF, FULL PENETRATION FAR SIDE FOOT, FEET FOOTING FUTURE GAUGE, GAGE GALVANIZED GENERAL GLUE LAMINATED GROUND GRADE GYPSUM WALL BOARD GYPSUM HORIZONTAL EACH FACE HORIZONTAL HIGH POINT, HP STEEL SHAPE HIGH STRENGTH BOLT HEIGHT INSIDE DIAMETER INVERT ELEVATION INSIDE FACE INCH INCLUDE INSULATION, INSULATED INTERIOR JOINT JOIST KIP, KIPS KIPS PER SQUARE INCH — '• LB OR # POUND LLBB LONG LEG BACK TO BACK LLH LONG LEGS HORIZONTAL LLV LONG LEGS VERTICAL LONGIT LONGITUDINAL LP LOW POINT LSL LONG SLOTTED HOLES LT LIGHT LT WT LIGHT WEIGHT L ANGLE M MAS MATE MAX MECH MEMB MFR MFIRG MIN MISC MT MTD MTL MISCELLANEOUS SHAPE MASONRY MATERIAL MAXIMUM MECH MEMBRANE MANUFACTURER MANUFACTURING MINIMUM MISCELLANEOUS STRUCTURAL TEE FROM M SERIES SECTION MOUNTED METAL N NORTH NE NEAR FACE NIC NOT IN CONTRACT NO OR # NUMBER NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE OA 00 OD OF OPNG OPP OVS P/C PERE PL PL CS PL WD PP P/S PSF FSi P/T PVC PVMT R RD 0 REF REINF REQD RO OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE OVERSIZED HOLE PRECAST PERPENDICULAR PLATE (STEEL), PROPERTY LINE PLATE (WOOD) PLACES PLYWOOD PARTIAL PENETRATION PRESTRESSED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POST TENSION POLYVINYL CHLORIDE PAVEMENT RADIUS ROOF DRAIN, ROUND ROUND REFERENCE REINFORCING, REINFORCEMENT, REINFORCED REQUIRED ROUGH OPENING AMERICAN STANDARD STEEL SHAPE, SOUTH SCHED SCHEDULE SECT SECTION SH T. SHEAR PLATE SHT SHEET SHTG SHEETING SIM SIMILAR SLBB SHORT LEGS BACK TO BACK SP SPIRAL Sr A SPACE,SPACING,SPACES SPEC SPECIFICATION SO SQUARE SS STAINLESS STEEL SSL SHORT SLOTTED HOLE ST STRUCURAL TEE FROM Si SERIES SECTION STA STATION STD STANDARD STIFF STIFFENER ST1RR STIRRUP STL STEEL STRUCT STRUCTURAL SUPT SUPPORT SUSP SUSPENDED SYMM SYMMETRICAL -r TC Tf- MP THK THRU TOC TOS TOW TP TRANS Ts TYP UBC UL UON UT VEF VERT VIF VOF TOP TOP OF CURB TONGUE AND GROOVE TEMPERATURE, TEMPORARY THICK THROUGH TOP OF CONCRETE TOP OF STEEL TOP OF WALL TOP OF PAVEMENT TRANSVERSE STRUCTURAL TUBE TYPICAL UNIFORM BUILDING CODE UNDERWRITERS LABORATORY UNLESS OTHERWISE NOTED ULTRASONIC TEST VERTICAL EACH FACE VERTICAL VERTICAL INSIDE FACE VERTICAL OUTSIDE FACE WEST, W SERIES SECTION W/ WITH W/0 WITHOUT WD WOOD WH WEEP HOLE WP WATERPROOF, WORK POINT WpJ WEAKENED PLANE JOINT WT WEIGHT, STRUCTURAL TEE FROM W SERIES SECTION WWF WELDED WIRE FABRIC Y0 YARD GRAPHIC LEGEND DETAIL MARK SECTION MARK SECTION MARK (CUT SHOWN ON SAME DETAIL) REVISION MARK DIRECTION OF SPAN STEP IN TOP OF CONCRETE SURFACE CHANGE IN SLOPE OF CONCRETE SURFACE CHANGE IN THICKNESS OF CONCRETE SLAB WELDED WIRE FABRIC POST TENSIONING - JACKING END POST TENSIONING - ANCHOR END STEEL MOMENT CONNECTION CONCRETE EARTH GRAVEL PAVING NUmBER - WHERE DE rAIL IS SHOWN NUMBER-- - SHEET-HE- WHERE DETAIL -- IS SHOWN A A -7! C . 7771 • t, GENERAL STRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: CODE: UNIFORM BUILDING CODE, 1988 EDITION. DESIGN SOIL PRESSURE: 2000 PSF MAX DEAD + LIVE LOAD. CAST FOOTINGS ON NIAPV T EIRANiLAR CC:MFAOTED T(J N/1Ax D.RM DENSiT , -Io4 N4IN 'CIEE)‘A; 6RADE, PRELOAD PARKING GARAGE AND DRIVE-UP CANOPY AREAS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION BY DAMES MOOR DATED JAN 18, 1985, WITH THE ADDENDUM REPORT DATED MAY 2, 1080. DESIGN LIVE LOADS: ROOF = 25 PSF FLOORS = 60 PSF EXCEPT 80 PSF FOR AREA WITHIN 15 FEET OF CORE PLUS ENTIRE CORE AREA. PARTITIONS 20 PSF EXCEPT 10 PSF FOR COLUMNS f SEISMIC CORRIDORS, STAIRS 100 PSF WIND, BASIC WIND SPEED SEISMIC EQUIVALENT LATERAL. FLUID PRESSURE (WALLS) 80 MPH, EXPOSURE B, qs = 17 PCF, 1 = 1.0 ZONE 3, RW = 12, I = 1.0, C = 2.75 55 PCF FOUNDATION PILING: STEEL PILES SHALL BE 1244" 0 MINIMUM WITH A 41q1 MINIMUM WALL THICKNESS PER ASTM A252, GRADE 2, FILLED WITH Pc = 3000 PSI CON- CRETE. PILE. CAPACITY . 110 TONS PER PILE, AS DETERMINED BY HILEY FORMULA WITH A FACTOR OF SAFETY OF 3. PILING INSTALLATION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS STATED IN THE GEOTECHNICAL INVESTIGATION BY DAMES MOORE DATED JAN 18, 1989, WITH THE ADDENDUM REPORT DATED MAY 2, 1989. ( DEE IN;.)TE EELOW rOR N'SFD,ECTo.:.,N RE(...iJiRE1\41ENT) T" ,,44,6gArrive.,40JP..wwegoorTwrk .,. _/2\ REINFORCED CONCRETE: f'c . 3000 PSI, NOT LESS THAN 51/2 SACKS CEMENT PER CU Y0 AND NOT MORE THAN 64 GALLONS OF WATER PER SACK EOR ALL CONCRETE EXCEPT POST TENSIONED CONCRETE, GRADE BEAMS, SHEAR WALLS AND COLUMNS SHALL BE f'c . 5000 PSI, NOT LESS THAN 61/2 SACKS CEMENT PER CU YD AND NOT MORE. THAN 5 GAIJONS OF WATER PER SACK. SEE SPECIFICATIONS FOR ADMIXTURES. REINFORCING STEEL PER ASTM A615, GRADE 60. LAP ALL REINFORCING 400 AT SPLICES. REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED DE- TAILER CONFORMING TO STANDARD PRACTICE OUTLINED IN ACi 315 MANUAL OF STANDARD PRACTICE. ALL WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS AND CONFORM TO ASTM A185. LAP ALL EDGES 11/2 MESH MINIMUM. CONCRETE COVER: 01HERE CT ACA0\e57 AND ;71:2NtANET EXPO-5ED TO EARTH WHERE E Y , ED To VVERT HER Or= eAR;71.4 - t - ( . 0 AN A E YALL5 NDT Pc.)SED WET-E Ef.R-Aw-:, AN[. °OLAJMI\l'-; P2N1 T) 5TRrup5 OR T1E:S, LA55 AND JOISTS E' EXCPT SLAR,N. ON GRi:NDE, BEAMS AND SLABS: STEEL SHALL BE RIGIDLY SUPPORTED USING CONCRETE BLOCKS OR APPROVED METAL ACCESSORIES. #5 SUPPORT BARS ALL SLABS. WHERE SLAB STEEL IS PARALLEL TO A BEAM OR WALL, PROVIDE #4 Q 12 TOP ACROSS BEAM OR WALL EXTENDING MINIMUM 2'-C" BEYOND WALL INTO SLAB. WHERE SLAB iS ON ONE SIDE ONLY, PROVIDE A STANDARD HOOK INTO FAR SIDE OF BEAM OR WALL. AT OPENINGS OVER 12" SQUARE, PROVIDE 2 ADDITIONAL BARS OF SAME SIZE AS MAIN STEEL OR 2-#6 MINIMUM EXTENDING 400 PAST OPENING EACH SIDE. PROVIDE SLAB TEMPERATURE REINFORCING AS FOLLOWS: 5" THICK AND UNDER, #4 0 18, 6" THICK, #4 @ 16. WALLS: REINFORCE AS FOLLOWS: 6" 8" I 0 )2" WALLS, #4 P. 12 WALLS, #5 0 15 WALLS, #4 @ 16 WALLS, #4 P 12 HORIZONTAL AND VERTICAL HORIZONTAL AND VERTICAL HORIZONTAL. AND VERTICAL HORIZONTAL AND VERTICAL CENTER OR WALL, KJ CENTER OF WALL, EACH FACE, EACH FACE. AT OPENINGS, PROVIDE 2-#5 TOP AND BOTTOM AND 2-#5 VERTICAL. EACH SIDE EXTENDING BARS 2'-0" BEYOND OPENING, EXCEPT 10" WALLS AND OVER PRO- VIDE 2-#6 ALL FOUR SIDES. AT CORNERS, PROVIDE CORNER BARS, 400 EACH LEG, IN OUTSIDE FACE OF SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. AT INTERSECTIONS, PROVIDE 50' HOOK ON HORIZONTAL BARS OR CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS OF INTERSECTING WALL. PROVIDE VERTICAL DOWELS ALL WALLS OF SAME SIZE AND SPACING AS VERTI- CAL STEEL. ADD 2-#5 pNTINUOUS TOP AND BOTTOM OP ALL. VOI\LLS, POST-TENSIONED CONCRETE JOISTS AND BEAMS: f'c . 5000 PSI, NOT LESS THAN 6 SACKS CEMENT PER CU Y0 AND 5 GALLONS OF WATER MAXIMUM PER SACK, CONCRETE STRENGTH AT TIME OF TENSIONING SHALL BE 3000 P51. POST-TENSIONING TENDONS SHALL BE UNCOATED SEVEN-WIRE STRESS RELIEVED STRAND PER ASTM A416, GRADE 270, fpu = 270,000 PSI, OR UNCOATED HIGH- STRENGTH STEEL BARS PER ASTM A722, TYPE I OR TYPE II, fpu = 150,000 PSI. REINFORCING STEEL PER ASTM A6I5, GRADE 60. TENDONS SHALL RETAIN FINAL FORCES SHOWN ON DRAWINGS AND BE SIZED TO PROVIDE ULTIMATE CAPACITY INDICATED ()N DRAWINGS. ALL POST-TENS1ONED TENDONS SHALL BE PRESSURE GROUTED AFTER STRESSING. SUBMIT SHOP DRAWINGS FOR REVIEW INDICATING TEZON PROFILE, ANCHORAGE SYSTEM, JACKING FORCES, TENSIONING SEQUENCE, ELONGATION AND STRESS LOSS DATA. •-•tc1Pfie,,,,,44,:i E; C)( 5cf. 9e ee (D.- 61- It (5-c 6 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 0 1111.611Whli11111111i111■1111411111i111111111,1111111!!111111114111111411111141111111111111i111111!,11 (10 • • : r"-if " ' ••• ••, , .• ;r• • , NO1--1: If the microfilmed document is less deer then this notice, it is Cue to the quality of the oripinel c'ocument. r6 L 4 5 6 7 8 9 11/1/1 11 mawm6cymmly 2 •- , ,••• ' ' . ' •• • ' • POST-TENSIONED CONCRETE SLABS: F'c = 5000 PSI, NOT LESS THAN 61/2 GALLONS OF WATER MAXIMUM PER SACK. SACKS CEMENI EER CU YD AND 5 CONCRETE STRENGTH AT TRW. OF TENSIONIN6 SHALL BE 3000 PSI. POST-TENSIONING TENDONS SHALL BE SEVEN-WIRE STRESS RELIEVED STRAND PER ASTM A416, GRADE 270, fpu . 270,000 PSI. STRAND SHALL BE COATED WI TH A RUST PREVENTATIVE MASTIC AND ENCLOSED IN A SEAMLESS PLASTIC SL I PP/A(2E SHEATHING. REINFORCING STEEL PER ASTM A6I5, GRADE 60. TENDONS SHALL RETAIN FINAL FORCES SHOWN ON DRAWINGS AND BE SIZED TO PROVIDE ULTIMATE CAPACITY INDICATED ON DRAWINGS. SUBMIT SHOP DRAWINGS FOR REVIEW INDICATING TENDON PROFILE, ANCHORAGE SYSTEM, JACKING FORCES, TENSIONING SEQUENCE, ELONGATION AND STRESS LOSS DATA. STRUCTURAL STEEL: ALL STEEL ASTM A36, Fy = 36 KSI, EXCEPT TUBULAR SHAPES TO BE ASTM A500, GRADE B, Fy = 46 KSI. MINIMUM SIZE WELDS 410 CONTINUOUS FILLET PERFORMED EY WELDERS CERTIFIED IN ACCORDANCE WITH AWS SPECIFICATIONS FOR ROD AND POSITION USING HEAVY COATED ELECTRODES. FABRICATION AND ERECTION SHALL. BE IN ACCORDANCE WITH AISC SPECIFI- CATIONS. PROVIDE TEMPORARY BRACING UNTIL PERMANENT STIFFENING IS INSTALLED, HICH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325 AND STANDARD BOLTS TO ASTM A307. BOLTED CONNECTIONS SHALL BE A325 FRICTION TYPE, UNLESS NOTED OTHERWISE. TENSION HIGH-STRENGTH BOLTS BY DIRECT TENSION INDI- CATOR METHOD USING APPROVED LOAD INDICATOR WASHERS INSTALLED 1N ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. MINIMUM CONNECTION SHALL BE 2-."0 A325-F BOLTS. APPLY ONE COAT OF APPROVED SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES IN BOLTED PARTS, STEEL EMBEDDED IN CONCRETE: OR AREAS TO BE FIELD WELDED. HEADED SHEAR STUDS SHALL. BE 4490 x 0' - . CAMBER ALL FLOOR AND ROOF BEAMS L/480 AT MIDSPAN FOk SH,N E=NGTE Ex-EJEDINP 2CL-01. METAL DECKING: METAL. DECKING SHALL. BE GALVANIZED STEEL, DESIGNED MANUFACTURED AND INSTALLED PER STEEL DECK INSTITUTE SPECIFICATIONS. COMPOSITE DECK SHALL HAVE EMBOSSMENTS AND INDENTATIONS TO DEVELOP COMPOSITE ACTION WITH THE CONCRETE FILL AND BE DESIGNED AS A FORM Jr ACCORDANCE WITH AISI SPECIFICATIONS. ANCHORAGE TO SUPPORTS SHALL. BE SUFFICIENT TO RESIST A 30 PSF UPLIFT. DECK UNITS SHALL BE FASTENED TO STEEL AT TRANSVERSE AND END SUPPORTS WITH 4(i" DIAMETER PLUG WELDS AT 12" OC AND 12" OC AT SIDE SUP- PORTS; SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED WITH SEAM WELDS AT 24" OC. MANUFACTURER TO PROVIDE ADDITIONAL METAL REINFORCEMENT AND CLSURE PIECES AS REQUIRED FOR STRENGTH, CONTINUITY OF DECKING AND SUPPORT OF OTHER WORK. CONCRETE FILL OVER METAL DECK SHALL BE -f'c = 2500 PSI. REINFORCE CONCRETE FILL WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC, IN FLAT SHEETS. I1/2"x20 GA METAL ROOF DECK SHALL HAVE THE FOLLOWING PROPERTIES: Smm 0.252. IN3, Imin, = --)- 1N4. 11/t"x20 GA COMPOSITE METAL DECK SHALL HAVE THE FOLLOWING PROPERTIES: Smin 0.252 IN13, Imin 0.233 IN4. SHOP DRAW! NN 3H OF P. A\VINCS 5H A LL ENGNEE DF E."-00F<.) TiJk\N I LI-A. THE r2:OLLOV;/ N(71 sutyl TA i.- =-7 LL Ey 1 E VV ED .4 N D STA ED BY THE. -1C.) s sy L THE C OP NA AT E.ER A LS RE.CUIR.E: SHOP CRATING P L I N (.- MATERIAL 7A Li .4TI (-)N 7ROC.EDiiRES- Rp:5177:1:11::,E.:.L HETA DECAC TRUC.s.71.JR EEL ;_; N(:„' IN PE.,c,-r lo RF THE PIL.E NSTAL.LAT 1--)ROCE DU RE 3-AL-.L REC. E.1 kiLACYjc, NiSi"EC'ON THE E077-CHN 1 CAL. S 1-61, LI- DETERN1 1 NE. WHEN DE5iG,N ACI-41EVEC), VUINVilL.tt APPROVED G 2 4. 1989 tv.3 ---6131T.TRG DIVISION D jun 72719\181191-qiii_.! ;U1 toittlAN w_.-6P,L1/0, INC. PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY rue- 1-4-ke &)C1: 5 Vt:cu ut-..e.Wp3s...1 0 ni SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCES. DATE IN Cr 11 8Y...42_ DATE OUT ILE-6 MAHAN & DeSALVD, INC. • JU 2 5 1989 ANDE.:•-•:$EN - D.IOTz.NSTAC) COPYRIGHT CO) 158 THE CALLISON PARTNERSHIP -- •7■1 4•::,4.,,,,..,,v 4.-74'",. 4'7--,•;:. -' In-, ,,,E:, ,--4.;,,i,e-N -4-',4,:tr..*--1."-4;, -.:,,t-A ,,.., ,,:h.,7!.., ,t, -94c.:,,, .•..-:441,Cal.C.40 •21, ''' ...)`,' "'"'7M, '441 .N3'I • e-C • ,• ,....,e.141„. ..4. • ,s1„ „,„...., v*n!,-,-17r17,,yA,,,,...,440,5,e; ,w4-,-.., '',•.;;,,V.5.t.1„eiti'kij —.4 ,,-.7. a • 4,,...,X;,...,04 .4''41.4-..,,,`,1:i ,r-...47.1 t*".4 '. •,' , S: ,. The Callison Partnership Architecture Programming Planning Interior Design Graphics 1423 Third Avenue 950 Sixth Avenue Suite 300 Suite 200 Seattle, Washington San Diego, California 98101 92101 (206)623-4646 (619)232-3233 The Ca!lison Partnership Ltd , A Corporation gO CONSULTANTS IIMMIUMIIRMaggweliCRESSI U REVISIONS PlitilliMENNOWNIESIN No. Date Item 7/3/e &FN REV if.-)ION V23/39 ELDG DP'r APPROVALS 11111911611MBEILMEIRIAMINgss ROTHWELL/HUTNIK project Architect ANDERSON/PIR TLE Drawn ANDERSON Checked BAERWALD Approved Registration $2. gir tq- t„Q IL **t: OR A SHEET TITLE ISSIMINIMNIUMNIMEtanam GENERAL NOTES •ABBREVIATIONS 8826 ifiLY 5, 1989 ---- Project No. Dee IS SHEET NO. iNENSIBSSIUMMEMINNIMME SO. 1 MILINEGIUMWOMMUUStiffiessummOREM • -• J• !r i {ri;waris:c•r, ABBREVI ATI ONS AB A/C ACI ADDL AGGR AISC AITC ALT ALUM ARCH APPROX ASPH ASTM AWS B BD BE BITUM BLDG BLK BLKG BM BOT BRG BSMT BTWN c CB CG CJ CIP CLKG CLR CMP CMU CO COL CONC CONN. CONSTR CONT CONTR CP CP-UT CTJ CTR CTSK CU LBL DEPT DOE T DIAL DIAPH DIM DN do DP DWG DWL E EA EF EXJ EL ELEC ELEV EMBED ENCL ENGR EQ EQJ EQUIP ES EW EXIST EXP EXT FD FDN FIN FF FLG FLR FLASH FOS FP FS FT FTG FUT GA GALV GEN GL GND GR GWB GYP HEF HORIZ HP HSB HT ID IE IF IN OR I NCL INSUL TNT 11 ANCHOR BOLT ASPHALTIC CONCRETE AMERICAN CONCRETE INSTITUTE ADDITIONAL AGGREGATE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALTERNATE ALUMINUM ARCHITECT, ARCHITECTURAL AT. APPROXIMATELY ASPHALT AMERICAN SOCIETY FOR TESTING MATERIAL AMERICAN WELDING SOCIETY AND BOTTOM (BEAM AND JOIST SCHEDULES ONLY) BOARD SHEAR WALL BOUNDARY ELEMENT BITUMINOUS BUILDING LINE BUILDING BLOCK BLOCKING BEAM BOTTOM BEARING BASEMENT BETWEEN AMERICAN CHANNELS CATCH BASIN CENTER OF GRAVITY CONSTRUCTION JOINT CAST-IN-PLACE CENTER LINE CAULKING CLEAR CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEANOUT, CONCRETE OPENING COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COMPLETE PENETRATION COMPLETE PENETRATION, ULTRASONIC TEST CONTROL JOINT, CONTRACTION JOINT CENTER COUNTERSUNK CUBIC DOUBLE DEPARTMENT DETAIL DIAMETER DIAGONAL DIAPHRAGM DIMENSION DOWN DITTO DEEP DRAWING DOWEL EAST EACH EACH FACE EXPANSION JOINT ELEVATION (HEIGHT) ELECTRICAL ELEVATOR EMBEDMENT ENCLOSURE ENGINEER EQUAL EARTHQUAKE JOINT EQUIPMENT EACH SIDE EACH WAY EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FINISH, FINISHED FAR FACE FLANGE FLOOR FLASHING FACE OF STUDS FIREPROOF, FULL PENETRATION FAR SIDE FOOT, FEET FOOTING FUTURE GAUGE, GAGE GALVANIZED GENERAL GLUE LAMINATED GROUND GRADE GYPSUM WALL BOARD GYPSUM HORIZONTAL EACH FACE HORIZONTAL HIGH POINT, HP STEEL SHAPE HIGH STRENGTH BOLT HEIGHT INSIDE DIAMETER INVERT ELEVATION INSIDE FACE INCH INCLUDE INSULATION, INTERIOR INSULATED JT JOINT JST JOIST K KIP, KIPS KSI KIPS PER SQUARE INCH CASCADE A, 6 L. ,VPI►lV. CO. LB OR # POUND LLBB LONG LEG BACK TO.BACK LLH LONG LEGS HORIZONTAL LLV LONG LEGS VERTICAL LONGIT LONGITUDINAL LP LOW POINT LSL LONG SLOTTED HOLES LT LIGHT LT WT LIGHT WEIGHT L ANGLE M MAS MATL MAX MECH MEMB MFR MFRG MIN MISC MT MTD MTL MISCELLANEOUS SHAPE MASONRY MATERIAL MAXIMUM MECH MEMBRANE MANUFACTURER MANUFACTURING MINIMUM M I SCELL; STRUCTr : EE FROM M SERIES JLCTION MOUNTED METAL N NORTH NF NEAR FACE NIC NOT IN CONTRACT NO OR # NUMBER NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE OA OC OD OF OPNG OPP oVS P /C PERP PL PLCS PL WD PP P /S PSF PSI P /T PVC PVMT R RD 1) REF REINF REQD RO S SCHED SECT SH SHT SHTG SIM SL BB SP SPA SPEC SO SS SSL ST STA OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE OVERSIZED HOLES PRECAST PERPENDICULAR PLATE (STEEL) , PROPERTY LINE PLATE (WOOD) PLACES PLYWOOD PARTIAL PENETRATION PRESTRESSED POUNDS PER SOUARE FOOT POUNDS PER SQUARE INCH POST TENSION POLYVINYL CHLORIDE PAVEMENT RADIUS ROOF DRAIN, ROUND ROUND REFERENCE REINFORCING, REINFORCEMENT, REINFORCED REQUIRED ROUGH OPENING AMERICAN STANDARD STEEL SHAPE, SOUTH SCHEDULE SECTION SHEAR PLATE SHEET SHEETING SIMILAR SHORT LEGS BACK TO BACK SPIRAL SPACE, SPACING, SPACES SPECIFICATION SQUARE STAINLESS STEEL SHORT SLOTTED HOLE STRUCURAL TEE FROM S SERIES SECTION STATION STD STANDARD STIFF STIFFENER STIRR STIRRUP STL. STEEL STRUCT STRUCTURAL. SUPT SUPPORT SUSP SUSPENDED SYMM SYMMETRICAL TC. TG TEMP THK THRU TOC TOS TOW TP TRANS TS TYP UBC UL UON UT VEF VERT VIF VOF W W/ W/O WD WH WP WPJ WT WWF TOP TOP OF CURB TONGUE AND GROOVE TEMPERATURE, TEMPORARY THICK THROUGH TOP OF CONCRETE TOP OF STEEL TOP OF WALL TOP OF PAVEMENT TRANSVERSE STRUCTURAL TUBE TYPICAL UNIFORM BUILDING CODE UNDERWRITERS LABORATORY UNLESS OTHERWISE NOTED ULTRASONIC TEST VERTICAL VERTICAL VERTICAL VERTICAL EACH FACE INSIDE FACE OUTSIDE FACE WEST, W SERIES SECTION WITH WITHOUT WOOD WEEP HOLE WATERPROOF, WORK POINT WEAKENED PLANE JO 1 NT WEIGHT, STRUCTURAL TEE FROM W SERIES SECTION WELDED WIRE FABRIC YD YARD n. .v r "�•.+t.tb,.r:.:"G :, i'> w^. �' 3. �:. 3. ?Y,".. �: �+- A". s. bf.;. i�'+:✓. L;: v,>?: �• �r•" J. •FCS;�tt:'Cs:I�IWiy�G.Jm.s:•`._ :a.. _.. rX,,'.i- ::/ice• .le`+fiC.rJ:::,.y !'' ...- GRAPHIC LEGEND DETAIL MARK SECTION MARK SECTION MARK (CUT a SHOWN ON SAME DETAIL) REVISION MARK DIRECTION OF SPAN STEP IN TOP OF CONCRETE SURFACE CHANGE IN SLOPE OF CONCRETE SURFACE CHANGE IN THICKNESS OF CONCRETE SLAB WELDED WIRE FABRIC POST TENSIONING - JACKING END POST TENSIONING - ANCHOR END STEEL MOMENT CONNECTION CONCRETE EARTH GRAVEL PAVING NUMBER SHEET WHERE DETAIL IS SHOWN NUMBER SHEET WHERE DETAIL IS SHOWN N• 1 III III III III If 1 1lIIlil1t � I i � f 1 • 0E: n,. fie. /-e. I I'!i'lilllli!!i!!I II!I;ill,lii 'JO;,!;: A4_, _AA A 777t- �r.:� ..'..... GENERAL STRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: CODE: UNIFORM BUILDING CODE, 1988 EDITION. DESIGN SOIL PRESSURE: 2000 PSF MAX DEAD + LIVE LOAD. CAST FOOTINGS ON FIRM UNDISTURBED SOIL i' -6" MINIMUM BELOW FINISHED GRADE. • PRELOAD PARKING GARAGE AND DRIVE -UP CANOPY AREAS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION BY DAMES MOORE DATED JAN 18, 1989, WITH THE ADDENDUM REPORT DATED MAY 2, 1989. DESIGN LIVE LOADS: ROOF FLOORS PARTITIONS CORRIDORS, STAIRS WIND, BASIC WIND SPEED SEISMIC EQUIVALENT LATERAL FLUID PRESSURE (WALLS) FOUNDATION PILING: 25 PSF 60 PSF EXCEPT 80 PSF FOR AREA WITHIN 15 FEET OF CORE PLUS ENTIRE CORE AREA. - 20 PSF EXCEPT 10 PSF FOR COLUMNS SEISMI, • 100 PSF 80 MPH, EXPOSURE B, qs = 17 PSF, I = 1.0 ZONE 3, RW = 12, I = 1.0, C = 2.75 = 55 PCF STEEL PILES SHALL BE 1234" $ MINIMUM WITH A 31W MINIMUM WALL THICKNESS PER ASTM A252, GRADE 2, FILLED WITH f'c = 3000 PSI CON- CRETE. PILE CAPACITY = 110 TONS PER PILE, AS DETERMINED BY HILEY FORMULA WITH A FACTOR OF SAFETY OF 3. PILING INSTALLATION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS STATED IN THE GEOTECHNICAL INVESTIGATION BY DAMES MOORE DATED JAN 18, 1989, WITH THE ADDENDUM REPORT DATED MAY 2, 198 REINFORCED CONCRETE: f'c = 3000 PSI, NOT LESS THAN 52 SACKS CEMENT PER CU YD AND NOT MORE THAN 634 GALLONS OF WATER PER SACK FOR ALL CONCRETE EXCEPT POST TENSIONED CONCRETE, GRADE BEAMS, SHEAR WALLS AND COLUMNS SHALL BE f'o = 5000 PSI, NOT LESS THAN 61 SACKS•CEMENT PER CU YD AND NOT MORE THAN 5 GALLONS OF WATER PER SACK. SEE SPECIFICATIONS FOR ADMIXTURES. REINFORCING STEEL PER ASTM A6I5, GRADE 60. LAP ALL REINFORCING 40$ AT SPLICES. REINFORCING STEEL DETAILS SHALL BE.PREPARED BY AN EXPERIENCED DE- TAILER CONFORMING TO STANDARD PRACTICE OUTLINED IN ACI 315 MANUAL OF STANDARD PRACTICE. ALL WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS AND CONFORM TO ASTM A 185. LAP .4LL EDGES 1 1 MESH MINIMUM. CONCRETE COVER: FOOTINGS 3 ", WALLS AGAINST EARTH. BEAMS AND COLUMNS 1k.?' TO STIRRUPS OR TIES. SLABS AND JOISTS I" EXCEPT SLABS ON GRADE I'. EXCEPT Imo' WHERE EXPOSED TO WEATHER AND 2" BEAMS AND SLABS: STEEL SHALL BE RIGIDLY SUPPORTED USING CONCRETE BLOCKS OR APPROVED METAL ACCESSORIES. #5 SUPPORT BARS ALL SLABS. WHERE SLAB STEEL IS PARALLEL TO A BEAM OR WALL, PROVIDE #4 @ 12 TOP ACROSS BEAM OR WALL EXTENDING MINIMUM 2' -0" BEYOND WALL INTO SLAB. WHERE SLAB IS ON ONE SIDE ONLY, PROVIDE A STANDARD HOOK INTO FAR SIDE OF BEAM OR WALL. AT OPENINGS OVER 12" SQUARE, PROVIDE 2 ADDITIONAL BARS OF SAME SIZE AS MAIN STEEL OR 2-- #6 MINIMUM EXTENDING 40$ PAST OPENING EACH SIDE. PROVIDE SLAB TEMPERATURE REINFORCING AS FOLLOWS: 5'' THICK AND UNDER, #4 @ 18, 6" THICK, #4 @ 16, WALLS: REINFORCE AS FOLLOWS: 6" WALLS, #4 @ 12 8" WALLS, #5 @ 15 10" WALLS, #4 @ 16 12" WALLS, #4 @ 12 HORIZONTAL AND VERTICAL @ CENTER OR WALL, HORIZONTAL AND VERTICAL @ CENTER OF WALL, HORIZONTAL AND VERTICAL EACH FACE, HORIZONTAL AND VERTICAL EACH FACE. AT OPENINGS, PROVIDE 2 - #5. TOP AND BOTTOM AND 2 - #5 VERTICAL EACH SIDE EXTENDING BARS 2' -0" BEYOND OPENING, EXCEPT 10" WALLS AND OVER, PRO - VIDE 2 - #6 ALL FOLIR SIDES. AT CORNERS, PROVIDE CORNER BARS, 400 EACH LEG, IN OUTSIDE FACE OF SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. AT INTERSECTIONS, PROVIDE 90° HOOK ON HORIZONTAL BARS OR CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS OF INTERSECTING WALL. PROVIDE VERTICAL DOWELS ALL WALLS OF SAME SIZE AND SPACING AS VERTI- CAL STEEL, AND 2 - #5 CONTINUOUS TOP AND BOTTOM. POST- TENSIONED CONCRETE JOISTS AND BEAMS:. F' =,5000 PSI, NOT LESS THAN 61 SACKS CEMENT PER CU YD AND 5 GALLONS OF WATER MAXIMUM PER SACK. CONCRETE STRENGTH AT TIME OF TENSIONING SHALL BE 3000 PSI. POST - TENSIONING TENDONS SHALL BE UNCOATED SEVEN-WIRE STRESS RELIEVED STRAND PER ASTM A416, GRADE 270, fpu = 270,000 PSI, OR UNCOATED HIGH - STRENGTH STEEL BARS PER ASTM A722, TYPE I OR 'TYPE II, fptj = 150,000 PSI. REINFORCING STEEL. PER ASTM A615, GRADE 60. TENDONS SHALL RETAIN FINAL FORCES-SHOWN ON DRAWINGS AND BE SIZED TO PROVIDE ULTIMATE CAPACITY INDICATED ON DRAWINGS. ALL POST-TENSIONED TENDONS SHALL BE PRESSURE GROUTED AFTER STRESSING. SUBMIT SHOP.DRAWINGS FOR REVIEW INDICATING TENDON PROFILE, ANCHORAGE SYSTEM, JACKING FORCES, TENSIONING SEQUENCE, ELONGATION AND STRESS LOSS BATA, .r." r {.- " ".::.. n:a.....iT. �...".":;✓ '..l�.r .. i..: .:.t J;.Y✓S:ry N: . ex 1 ?I 11 II II II II 1I iI Ii IIII fII ! 1 1;I III I ! ..�I. II I. I,! ,.I:. 111 I1I.1.., 1III Jili1llillf ll.11� i11li ,.1j111f ,I11. 11J 1 1l,li. l ll,l�ll.�l�1. l ll111 1 111f i111 1 11.1. 11 11 4 r 4 5 6 7 B 9 /� i 1i ) 1 'um IH i,(pui,u 12 NOT-E: !f the micrcfilmec cocumert Is less deer then this notice, it !s eue to the 0a1: cy cr. . the olivine( eocument, CL CI II 01• 6 9 G 9 S i �,i .. ._ .' i ,>s,,:_., r . J3..� . , ...�.. : a ) a �-r; .. i A ) � x ,: • r,•. e� ,rZ >a, .� x .,". .. ' . v� f ' •,.r,q;v.;a. .� . / , . r ..3 r: "' . �• . t < X r .✓ ,. ..y,: TJ ,'. rt . . .a . Y "x. i /!.• � , .%r . r .�.:.F . . 5 Y,1J,i,r,t.a,r,..�!,. fS' , , R•J w C,�� P� t � ' + 'c.n v ;r� :"'� ' ,. .,;r,,� ! � ,� r.,:?,/ . ,+ t t �.r•, ': .. fe . _' ,a , S i .. {I f ,f t :.i r.< , �. � J r _,,„/il..x.s,%, . "r w �qCf r rf �r�.�'':!- r c ry % '� � ., ,S:J> ! .� .'� i 1, rd! l.x i• ';""' f 7 f , ? ..,! Wf W J ffW lf 1Ili , 'I 4I!! ! Il4il ii 11! l l I V i 111! IIIII 11 1111 !f 11H1 I 1 11111 i l I.i . II IIIIiE1 lll 1 1 I I ✓lri ].:L POST - TENSIONED CONCRETE SLABS: f'c = 5000 PSI, NOT LESS THAN 61 SACKS CEMENT PER CU YD AND 5 GALLONS OF WATER MAXIMUM PER SACK. CONCRETE STRENGTH AT TIME OF TENSIIONING SHALL BE 3000 PSI. POST- TENSIONING TENDONS SHALL BE SEVEN -WIRE STRESS RELIEVED STRAND PER ASTM A4 I6, GRADE 270, fpu = 270,000 PSI. STRAND SHALL BE COATED WITH A RUST PREVENTATIVE MASTIC AND ENCLOSED IN A SEAMLESS PLASTIC SLIPAGE SHEATHING. REINFORCING STEEL PER ASTM A615, GRADE 60. TENDONS SHALL RETAIN FINAL FORCES SHOWN ON DRAWINGS AND BE SIZED TO PROVIDE ULTIMATE CAPACITY INDICATED ON DRAWINGS. SUBMIT SHOP DRAWINGS FOR REVIEW INDICATING TENDON PROFILE, ANCHORAGE SYSTEM, JACKING FORCES, TENSIONING SEQUENCE, ELONGATION AND STRESS LOSS DATA. STRUCTURAL STEEL: ALL STEEL ASTM A36, Fy = 36 KSI, EXCEPT TUBULAR SHAPES TO BE ASTM A500, GRADE B, Fy = 46 KSI. MINIMUM SIZE WELDS 41W CONTINUOUS FILLET PERFORMED BY WELDERS CERTIFIED IN ACCORDANCE WITH AWS SPECIFICATIONS FOR ROD AND POSITION USING HEAVY COATED ELECTRODES. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AISC SPECIFI- CATIONS. PROVIDE TEMPORARY BRACING UNTIL PERMANENT STIFFENING IS INSTALLED. HIGH - STRENGTH BOLTS SHALL CONFORM TO ASTM A325 AND STANDARD BOLTS TO ASTM A307. BOLTED CONNECTIONS SHALL BE A325 FRICTION TYPE, UNLESS NOTED OTHERWISE. TENSION HIGH - STRENGTH BOLTS BY DIRECT TENSION INDI- CATOR METHOD USING APPROVED LOAD INDICATOR WASHERS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. MINIMUM CONNECTION SHALL BE 2 -34"$ A325 -F BOLTS. APPLY ONE COAT OF APPROVED SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES IN BOLTED PARTS, STEEL EMBEDDED IN CONCRETE, OR AREAS TO BE FIELD WELDED. HEADED SHEAR STUDS SHALL BE O x CAMBER ALL FLOOR AND ROOF BEAMS L/480 AT MIDSPAN. METAL DECKING: METAL DECKING SHALL BE GALVANIZED STEEL, DESIGNED MANUFACTURED AND INSTALLED PER STEEL DECK INSTITUTE SPECIFICATIONS. COMPOSITE DECK SHALL HAVE EMBOSSMENTS AND INDENTATIONS TO DEVELOP COMPOSITE ACTION WITH THE CONCRETE FILL AND BE DESIGNED AS A FORM IN ACCORDANCE WITH AISI SPECIFICATIONS. ANCHORAGE TO SUPPORTS SHALL BE SUFFICIENT TO RESIST A 30 PSF UPLIFT. DECK UNITS SHALL BE FASTENED TO STEEL AT TRANSVERSE AND END SUPPORTS WITH 34" DIAMETER PLUG WELDS AT 12" OC AND 12" OC AT SIDE SUP- PORTS; SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED WITH IW' SEAM WELDS AT 24" OC. MANUFACTURER TO PROVIDE ADDITIONAL METAL REINFORCEMENT AND CLOSURE PIECES AS REQUIRED FOR STRENGTH, CONTINUITY OF DECKING AND SUPPORT OF OTHER WORK. CONCRETE FILL OVER METAL DECK SHALL BE f'c = 2500 PSI. REINFORCE CONCRETE FILL WITH 6x6- W1.4xW1.4 WELDED WIRE FABRIC, IN FLAT SHEETS. 11/2"x22 GA METAL ROOF DECK SHALL HAVE THE FOLLOWING PROPERTIES: Smin = 0.206 IN3, Imin = 0, 187 IN4. l'/.21x20 GA COMPOSITE METAL DECK SHALL HAVE THE FOLLOWING PROPERTIES: Smin = 0.252 IN3, Imin = 0.233 IN4. • 5e reAA*, oil 09-6 da)teoi 7 -5—sq t • r ' r.. .Y 'I`+.. Y t'. I MY car A,RI r COPYRIGH', iuj 198 THE 'ALLISON PARTNERSHIP The Cillison Partnership Architecture Programming Planning Interior Design Graphics 1423 Third Avenue 950 Sixth Avenue Suite309 Suite200 Seattle, Washington San Diego, California 98101 92101 (206) 623 -4646 (619) 232 -3233 The Caltison Partnership Lt3., A Corporation , CONSULTANTS IS REVISIONS No. Date Item ® APPROVALS SESININMEIRRIMIIRSIMEMal ROTHVVELL /NUTMEG Project %Architect ANDERSON /PIRTLE Drawn ANDERSON Checked BAERWALD Approved !r• 1 _ \S\ ( 4 2i ,➢ 12662 , to --)sG iar t,?;_e Regis *,ration B 14 SHEET TETLE COVISMOIRMISIMOMMZOB NOTES -f ► V!A T aOhS'' '88266, JUNE 1$ 1989 ` Project No. Date. 0B SHEET NO. IERMIESSMORMatriESPB S(1.1 tremsavamosismamoilE- .,'�:> �y.. AC. +iz:"i^:,LS`d�:.3'.'M'..+'f"7�. + •:�h�..s.�S..a7°.�iir": I • 15' ._011 15' -0" • w • 15' --0" 255' -0" 15' -0" - 0" 4 - I I 1- EDGE! OF SLAB TYP 11 _. 1 PERIMETER GRADE BEAM TYP J I r ! 1 11_911... -AjQ QJ_ -� 0 1 L- r Co G In 4 9 TI -T2 T2 72 r' 131 �-- 81 --- B I s 3.2 ( 41)' 10" P /T FLAT SLAB #4 @ 36' EA WAY 801' 151-0" -- 83 T2 T2 T2 —T2 T2 T2 v /f 0 z O U 7 T • 1 / 82 L— CLOSURE POUR B3 T2 14" CONC 6i WALL 0 / 111 !B3 '10" CONC WALL CONC L BELOW —T2 J T2 CONC WALL i T , I __ Q II I `— CLOSURE POUR ' 5 53.1 12" CONC WALL 12" 11CONC WALL \ 12" CONC yA L y • 0 - 3' -0" CLOSURE POUR TYP 1 • 8 P/T LAT SLAB #4 @ 36 A WAY BOT --T:: T2 3' „011 CLOSURE POUR TIYP I 1 T2 1 1 N( --- 8 3 TYP UO11 i EINEMINWOBROSINDNIUMEIBMIRSIBOMISINIX The Callison Partnership Architecture Programming Planning Interior Design Graphics 1423 Third Aver J e Suite 300 Seattle, Washington 98101 (206) 623-4646 950 Sixth Avenue Suite 260 San Diego, California 92101 The Callfson Partnership Ltd., A Cc rporation is CONSULTANTS NENNINRININNNINNINNEINI No. Date Item B3 { 0 { 1 B3 - 'I 1 — PERIMETER GRADE BVAM TYP S3.3) EDGE IOF SLAB -4" 71-4" P� 4 1 T { IN APPROVALS NONNONINNNONNONSINNNONII Project Architect TRONGTHAWLEE ANDERSON Checked BAERWALD Approved 111 .16iP -it', rtKAO, a. • r. PJMI a CO. ADDITIONAL REBAR MARK SCHEDULE T 1 17 - #5 x 12' --0" @ 6 TOP T2 12 - #5 x 12' -0" @ 6 TOP 81 12-- #5 x 18' _011 @ 6 BOT 82 I0 - #5 x 10' -0" @ 6 BOT 33 #4 x 18' -0" @ 18 BOT p�'•Y311M R+'J.::; ^.r 4 fiiYra J.i, �:��.. n`'rw•.,e4;+7^r. k.e ar ✓,{+.a tN/'"14. a+it sS:irh °;r: rn.If i,st: FIRST FLOOR PLAN IA p 0 6,, tie Le 9c, se ve C,e e,e t:e_toicee, It() its c:_eule toz:Lthe 9CILLI_elitgyi_ cr 47tthe ocrilrineeli eocruinleontt7, 6 8 1 NOT-E: If the microfirmed document is less clear then this 1 I I 1 l I 1 NOTES: 2, SEE SHT S2. 3 FOR P/T TENDONS LAYOUT. OVER BEAMS OR WALLS. 4. SEE SHT 53.5 FOR SHEAR WALL E EVATIONS. Registration SHEET TITLE INIMBINEENSIONIMMESSMI FIRST PLAN CIO OF 1WAWILit NOTED BlilI CV 1":`, npocInN Ti) COPvlitGHT 198 THE CAI.LISON PARTNERSHIP 88266 Project No. SHEET tio. ir. 1.5' -0" I 0" F'SLAB. a►�hltnutt Progrsmm)ng Planning hntcrlArDesign` Graphics S423 third Avenue 1?$o $ixlh Avenue ulfa 3Q0 SUlte 200 ;eAtlto,Wsshingfon San higo,Californla 98101,„ 92101 (206) 623.4646 (619) 232.3233 Thi•GaHlhon Partn.rship ttd ; A'torporallon 0 CONSULTANTS r INFORMATION �NC./�". r.y,. N I : `..�. f .• . .tr!'l� -.. n. - lI.'� .� :,7.f.•..1. ,1/„ '.fir • • cF t''t Y 1.r�, `; i'�iJ� Y J 6 ,.f :',f.�! ✓Y • } ,. ., .. f, ,.•y... r:, �`.?°J,c�r ,> ,y.�r,.�'fC- �,,,'.•�rn,!ac�r;e ��.^ a�'!,� rry}«�.r a/f � ,y.::W� �wr3 :!; .. rl. .i . ~ t'. : r rr' .yr ..� 7' a , r 'i �S ,4Y ;,c. h 'r� •'.a 0I I ;aTI,isI�NI �� ,I I II' IiIII IJII fI(II I f I II II II f iI lI lI f lfI lI l iI 1 I 2 3 � Iii ` (i IiI I I I 1i ,.,• .I_ 1I;' 1+ L{ I +I..'I +I +`ii1l +li,liliilll+ilf Iliiijl1 111 i0 11 ,""i6tRMANV 12 0 N3T i :4. If the nlicrcfilrrled aocumen Is less clear 'than this b '., •p � ,. , c �• : j. ;6 :.? r r•, 3 ' , ;e L ?� Z x ,..�r:f .t•.;r. , ' a ,c, , 3 " ? - "g Z s , :cF` +1 ;a p•r ^ .' , . � ,? ' f E r. Z Z ' n .a,....,w�.'io'. t< .i' c - re .,•.%.'. + 4'° ' (I t. . p�' ; 4:,, r I S CGe . ' xte,r�� ' • ! .}rt; ' h .ye ' r r qu,a. l�- ,F^ l . . ty'. .- y c .. • r. b th r�e o;5r�/ r in ...� x. }+ � u n �en t• . . y..., . z •_. .— .. `:,^. 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A Corporation ' CONSULTANTS MINIMMEMENIESSOMMES' IR REVISIONS 11111168119911SIMMummeam No. Date Item MI APPROVALS MONSIEffiffsaffeffigiallainififfil ROTHWELL/HUTNIK Project Architect FELLER/LEE Drawn ANDERSON Checked BAERWALD Approved • (;11‘. OF. Ijflij ft PPP(11/E0 AUG 24 i989 LO risct:Tvrr, CITY e)F 110(0,44#„,4 JUN 2 o sUlt.DINg tiogr COPYRIGHTO) 198 tHE CALL1SON FARTNERSHIP EL SHEET TITLE INOSINEMISIXIMISZ.% 11111W111111 0 SG TIIS. Inc t. IrditilieighteM INT !Nil I ill! I ' '111111 1 IW IIIIIJlH1 q I '1111111101i 2 4 5 6 7 8 10 11 "D"16fPHAP" 12 - - rNOT--2; 'if the'rnicrefilined document is less deer then this notice, it is c'ue'to the-Cluellty or the ori,olnel docurhent. oc be Ile Le 9e. SZ e E: zz ' k oe, '61. 9I 1..I 91. 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I�i.iESO. ot1PYRIGHTO 198 THE CALLISON PARTNERSHIP 1111111111111111111 111111101111111111111111111111111.1111111111 3 1111111r1111 2 6 7 8 9 10 11 IAA rtt "4 of oumv 12 NOT': If the :miercfilreted 'docupent is less deer then this , - . . notice, it Is cue to 'the':'cuality cr the onoinel eocurrent, ez ze oe 61 8t 'LL 91 GI 471 et 7ZI 11 01, 6 9 Ir;Ifij!IJ — ' • :44 4 'ACi;.; • grArtrXie r",; il Architecture Prog rairirn ing Planning Intel or Design Graphics 5' -2 1423 Third Avenue Suite 300 Seattle: Washington 98101 (206) 6234646 950 Sixth Avenue Suite 200 San Diego, California 92101 (619)232-3233 The Callison PartnershiP Ltd., ACorporation M CONSULTANTS WRIEEEMPERMenagegml E REVISIONS ElISEIMmullEaMEEEKEINEE No. Date Item EDGE OF SLAB 1 TYP E APPROVALS IESENEMESSEEnairrsissial ROTHWELL/HUTNIK Project Architect FELLER/LEE Drawn ANDERSON Checked BAERWALD. Approved ftiKviith PPR()VED AUG 2 4 1989 CA AC A DI A. 1. I�i.iESO. ot1PYRIGHTO 198 THE CALLISON PARTNERSHIP 1111111111111111111 111111101111111111111111111111111.1111111111 3 1111111r1111 2 6 7 8 9 10 11 IAA rtt "4 of oumv 12 NOT': If the :miercfilreted 'docupent is less deer then this , - . . notice, it Is cue to 'the':'cuality cr the onoinel eocurrent, ez ze oe 61 8t 'LL 91 GI 471 et 7ZI 11 01, 6 9 Ir;Ifij!IJ — ' • :44 4 'ACi;.; • grArtrXie r",; M "uLa�'•.k 255' -0" 15' -0i' The Callison Partnership Architecture Programming Planning. Interior Design Graphics 1423 Third Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 950 Sixth Avenue Suite 200 San Diego, California 92101, (619)232.3233 me Callison Partnership Ltd., A Corporation ■ 'COPtlitil.TANTSIMIIIIIMMINIMMIIIIIIIIM REVISIONS SEVNBIREINEMERIENNIONINEWOM No. Date Item III APPROVALS PEIMBEINKINIEMEEMSEES ROTHWELL /HUTNIK Project Architect FELLER /LEE Drown ANDERSON Checked BAERWALD OP DEPRESSED SLAB AREA (TV •6 PLACES) EDGE OF SLAB TYP I'i Y CF 1 U tv, tit AU c 141989 �.�� nitcicln�! C!l'Y Glti +i•''i.4 tJUI'� :,7 VOLOtrie Doer. ■,AfCAQ A. a r, WPM/E. CO. •.....n.'Y.v`7vM".YY.TSLS'i71�' S,N:k:D 4 /.r: v; r ,' /:f`:!� / . ,, !tom{ .•. -��ry y1v 111111 IIIII'111 0 1/j I /1F. MO* snerrrrr 1111 Hit! Iill{ IlIiIIIilll�i II�V.__ IIIII {I.. II .l Iii IIiIlIi IIIi►lii Till Hit � 5 5 I 1 1I1I 11 {1I I! I4IiIlIlI il ll ilI ljl l llIlIlIlIlIlIlIl {i!il {IIIII 2 7 i3 _,.. 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TYPE SPCG EA ENO SIZE TYPE SPCG FROM ST I RR TIES B1 31 EL 100.80 FIN 6TH FLR 8 - #8 VERT #5 @ 4" 8 -#8 VERT its @ 4" . 8- #8 VERT #5 @ 4" 8 - #8 VERT #5 @ 4'` ___. r� 8 - #8 VERT #4 @ 16" . 8 - #8 VERT #5 @ 4" 8- #8 VERT #4 @ 16° 8 - #8 VERT #4 @ 16" 8 - #8 VERT #5 @ 4" �_ EL 88.14 FIN 5TH FLR • --- 8 - #8 VERT #5 @ 4" • I @ 2 ", 10 @ 6" #4 EL 75.48 FIN 4TH FLR 8 - #8 VERT #5 @ 4" 8 - #8 VERT #5 @ 4" 8 - #8 VERT #5 @ 4" .. . 8- #8 VE RT #5 @ 4" "' 8 - #8 VERT #5 @ 4" 8- #8 VERT #4 @ 16" --. s — . EL 62.82 FIN 3RD FLR 8-#8 4ERT # #@ VERT #5 #8 VERT @ 4 " ___. B2 8 - #8 VERT #5 @ 4 " 28M 8-#8 VERT #4 @ 16" ._____r.__ .=-------J.----- I __(...7.=1:=\__ _. EL 50.16 FIN 2ND FLR 8- #8 VERT -#11 VERT 8 8 8- #88 VERT 8- #88 VERT 8 @ 12" PLACE 90° TIE HOOK ON SLAB SIDE OF BEAM 8 - #S VERT #5 @ 4" • 8 - #8 VERT #4 @ 16" B3 31 __ EL 37.50 FIN IST FLR #@VERT " #5 - @14 VERT " #S #� 4" #S #@ OVERT # 4 #4 8 - #8 VERT it @ 4 8- #8 VERT #4 @ 16" REMAIN @ 12 " 12" @ 12 ° PLACE 90 TIE HOOK ON ,SLAB SIDE OF BEAM EL 19.50 REMARKS �_ T B ---�_ NOTES: 1. ALL COLUMNS 241° SQUARE CONTRACTOR'S OPTION TO EXTEND VERTS 2 OR MORE FLOOR HEIGHTS STUBS TO MATCH VERTS SEE 53.1 COLUMN SCHEDULE FOR PILE CAP DETAILS AND'REINF PROVIDE 90° HOOK AT TOP OF ROOF BEAMS BOT OF DUCTILE BEAMS S ----LAPPED SPLICE 40(1) MIN TYP -- --TUBS TO MATCH VERTS —TOP OF SLAB N I6 VERT BARS 8 VERT BARS ALL TOP OR BOT BARS ARE AT THE SAME HORIZONTAL PLANES UNLESS NOTED OTHERWISE L I (END SPAN) 0.3 L TOP BOT BARS ARE THE SUM OF ALL BARS SHOWN FOR GIRDER ON EACH SIDE OF COMMON SUPPORT L2 (INTERIOR SPAN) GREATER OF 0.3 Li, OR 0.3 L2, #5 OR #4 HOOP #4 CROSS TIES 6" 6 6" STIRRUPTIES STIRRUPS STIRRUP TIES 2 H MIN 2H MIN STIRRUPS STIRRUP TIES 2H MIN DUCTILE BEAM REINFORCING DIAGRAM NOT TO SCALE MMININIMISIMMISIOMMININNI 2" I, CANTILEVER - SUPPORT 2" CL 0.25L STD HOOK (EXTERIOR SPAN) ADD TEMPERATURE BARS WHEN SLAB THICK >6". OMIT IF CONT TOP BARS IN SCHEDULE. SUPPORT (INTERIOR SPAN) CLASS "A" SPLICE, al TOP BARS �` GREATER OF 0.3 L i OR 0.3 L2 TOP BARS I EXTEND. ALL TOP BOT BARS TO END OF CANTILEVER DUCTILE FRAME BEAM SCHEDULE T ® 4$ REINFORCING STIRRUP TIES STIRRUPS I6 VERT BARS 8 VERT BARS ALL TOP OR BOT BARS ARE AT THE SAME HORIZONTAL PLANES UNLESS NOTED OTHERWISE L I (END SPAN) 0.3 L TOP BOT BARS ARE THE SUM OF ALL BARS SHOWN FOR GIRDER ON EACH SIDE OF COMMON SUPPORT L2 (INTERIOR SPAN) GREATER OF 0.3 Li, OR 0.3 L2, #5 OR #4 HOOP #4 CROSS TIES 6" 6 6" STIRRUPTIES STIRRUPS STIRRUP TIES 2 H MIN 2H MIN STIRRUPS STIRRUP TIES 2H MIN DUCTILE BEAM REINFORCING DIAGRAM NOT TO SCALE MMININIMISIMMISIOMMININNI 2" I, CANTILEVER - SUPPORT 2" CL 0.25L STD HOOK (EXTERIOR SPAN) ADD TEMPERATURE BARS WHEN SLAB THICK >6". OMIT IF CONT TOP BARS IN SCHEDULE. SUPPORT (INTERIOR SPAN) CLASS "A" SPLICE, al TOP BARS �` GREATER OF 0.3 L i OR 0.3 L2 TOP BARS I EXTEND. ALL TOP BOT BARS TO END OF CANTILEVER DUCTILE FRAME BEAM SCHEDULE JOIST MARK SIZE REINFORCING STIRRUP TIES STIRRUPS REMARKS W D NO SIZE suPTLOCAT I O N suPT SIZE TYPE SPCG EA ENO SIZE TYPE SPCG FROM ST I RR TIES B1 31 281 5 2 4 I #10 #9 #9 #9 6" #4 #4 #4 16 10 12 4° SLAB EXTENDS TO RIGHT SIDE OF RIGHT SUPPORT -------- T - -- B.,....._.. ,- --�-�- #4 • I @ 2 ", 10 @ 6" #4 #4 # 4 #4 © 12" PLACE 90° TIE HOOK ON SLAB SIDE OF BEAM _? U �� --. s B2 31 28M 31 9 I #9 #9 2 2# 9 #9 I I #9 t9 1 !!t9 # I #9 I #9 3 I #9 #9 ._____r.__ .=-------J.----- I __(...7.=1:=\__ I #4 got 1 @ 2", I" @ 6" #4 @ 12" PLACE 90° TIE HOOK ON SLAB SIDE OF BEAM B3 31 J 281/2 ._ #4 �. # 4 #4 REMAIN @ 12 " 12" @ 12 ° PLACE 90 TIE HOOK ON ,SLAB SIDE OF BEAM �_ T B ---�_ Li B4 31 l 28x2 IT °° 6" I @ 2 , 10 @ 6 T B --4— �. BS 31 2 8 1/2 3 # 10 3 # I 0 '` T — . #4 I @ 3 REMAIN @ 12 „ „ __ , LJ B6 3 I 281 I 3 , #9 4 #9 4 #9 #10 #4 � 2”, 10 @ 6 ° I @. 2 #4 � @ I2 12” HOOK 90° TIE ON SLAB SIDE OF BEAM _ =r -- _ I -°-1 B ..�,,..._._,,.:__ B7 31 281 3 #9 4 #9 3 #I0 #4 � I @ 2 ", 10 @ 6" I #4 � @ 12 " PLACE„ 90° TIE HOOK ON 'SLAB SIDE OF BEAM 1 T E � I � B8 3 1 321 4 #10 4 #9 7 #10 �t r ± :—::7---- #4 I @ 2 ", I I @ 6" #4 Li @ 12„ P' ACE 90° TIE HOOK ON SLAB SIDE OF BEAM ^ -""" -____!_M__.___ B9 31 281/2 2 #9. 1 #9 2 #9 1 #8 .._ ...._ #4 E. I@ 3, REMAIN @ 12" �.. �T B .---- ---- -- ALTERNATE HOOK, TYP #I5 OR #4 HOOP #4 CROSS TIES ALTERNATE HOOK, TYP C'r_R, TYP DUCTILE COLUMN ELEVATION DUCTILE COL REINF LAYOUT NOT TO SCALE •:rn.....Trrtic ^.a^* w ✓. iu`::- .a:..iSF�'`f';mr,'S�li�`.+».c.41 NOT TO SCALE GRID Y • SLOPE � r SLOPE , 17 GRID Y -11" DEPRESSED SLAB AT BIT 3,4"= 1 I -0" GRID Y • ----- PRESTRESSED GIRDER SEE SCHEDULE —0" Aee DEPRESSED SLAB TYP G(RDER AT DEPRESSED SLAB /,GIRDER G6 AT /IL^ —0" � q:, ..,.:.:.., . ..., ._ -, �, _. ..,. ,...'..,:. r - _ E rr .;. , .. -. . ✓ `_ . ' -'... .. . f." : + 1 ' i '1� r ...M 0 G T1} INC. 1 I'1 I I I 1 !II I l ,1 lll l {I1, 111I 1,1I 1I 1I II lIlI 1l lllj il f1l1 f1 l { 1 ll 11111 111111111111 11111111 I Ili Iill I111 111 l 111 ill I11.1 I Z1°* 1! I11111111 I 111 11 1/ 1 111 1 1ill 1I{IIi l l 11° 1i11.i_ lr l 1 111 1 2 r 5 6 7 a C � ^ / 11 MAOPN ^ MANY 12 NOT ".7: if the microfilmed document ‘'-'is less clear thE•n this t__- notice, it is cue to the ausiity of the orininel eocurnent. OE 1 O� bL _ 81 ",.. L` ..g4 5t .._. *i_ » h� tic GZ 5)r. 8Z hL EZ ZL LG _ -.._.. __✓► ` ! I f I ( ! EL ZL LL O1, 6 f3 G 9 S h C z L ww U ilf 1h1 1(tl;llifi 1 IIiIliu 11 1111 ! I I I 1 �I f'J.!f,Iij I IfIiJI ! 1� I I I ( 1 I I I I 1 I , t 1 1 I I II i 11 � ii 1111 III 1111 11 I Il li i+ II 1 I I Ell; f1111►I► lfl, !ll! III111111 1'll�llll 11!111111 ry�I y�C r + I I 1 W1'''S"i4,• 1 } :iJ �` {, :� r ,' `' ,,r',,.+.r 'p i{f ,%' ✓' c 1 ✓ ^r1 ✓f _-r.c f�'r�:,_J7�1 n j r'S , eF�'"��A . #5 SUPPORT BARS AS REM. 6" MIN TYP E BARS. SEE GEN N TEMPERATURE SLAG REINFORCING DIAGRAM NOT TO SCALE BOT BARS SLAB SCHEDULE SLAB MARK SLAB THICK REINFORCING REMARKS SIZE SPA SUPT I LOCATION Sl.1OT S I 6" #4 '#4 #4 12 16 12 r--- --- ---s, T • B —Th- - ..._.. S2 6" #4 #4 #4 16 10 12 4° SLAB EXTENDS TO RIGHT SIDE OF RIGHT SUPPORT -------- T - -- B.,....._.. ,- --�-�- • • S 3 6" #4 # 4 #4 12 g 12 —T ...\—..—.—..—....4 �� 2 #5 TOP BARS SEE SCHEDULE STIRRUPS SEE ' SCHEDULE BOTTOM BARS SEE SCHEDULE JOIST AT DEPRESSED SLAB 31112I° -0" DEPRESSED SLAB G1! 'I (iF 10hViiU► 1; P PROVED AUG 24 1989 BUS; DING DIVISION C,Ty ()P �.. • J Js;f . Bi✓ =(. uli4.t3 to r•" FOR INFORMATION ONLY +' :A'•bi:1.- k',':�,:....c.�.:.1.• .,."aW;wi"w.^"�q"f:1lt..M1:drDii COPYRIGHT() 196 THE CALLISON PARTNERSHIP N 'Aa .• .Yy, ~-yap A 1Vi�Y rY� flih,�• J �.. yee � ��• The Calalson Partnership Architecture Programming Planning Interior Design Graphics 1423 Third Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 950 Sixth Avenue Suite 200 San Diego, California 92101 (619) 232 -3233 The Wizen Partnership Ltd., A Corporation Si CONSULTANTS illiMINIMMAIMINalugullit ■ REVISIONS No. ' Date Item fal APPROVALS ROTHWELL /HUTNIK . Project Architect FELLER /BISNAR Drawn ANDERSON Checked BAERWALD Approved. _ � E46.4 Q044 ! 1 ,y i 2562 U °baa4G asp;'.it: , ei 4 URA �1 % i �G Registr Lion Ills SHEET TITLt fillaWSHOMENNZUMMONESE COLUMN 8't BEAM SCHEDULES & DETAILS :88266.:; Project No. Si SHEET NO. S3.3 �11 'JUNE #9..1989. Date err rc �J { t,r CV GI G2 (33 G4 G5 G6 G7 G8 G9 241 PRESTRESS ULTIMATE FINAL CAPACITY FORCE 1858 K 1095 K 1445 K 843 K 15 15 15 15 POST - TENSIONED GIRDER SCHEDULE REINFORCING - STIRRUPS SUPT L OCAT I ON SUPT SIZE TYPE SPACING EA END 48 40 36 2974 K 1765 K 2141 241 1404 K 832 K 141 3 3 21)4 141 3 48 281& 1404 K 843 K 281 1817 K 48 281 2 106 K 109IK 1240 K 48 281 16 1 1 K 950 K 36 241 G10 MARK 36 241 1240 K 1240 K SIZE W D J J2 J3 8 241 ULTIMATE 744 K 744 K PRESTRESS 17 16 161 3 3 251 16 4 4 8 15 4 5 2 3 4 6 #8 #8 #5 *8 #9 #10 #5 #8 #8 1 #8 *5 *9 I @ 3 ", REMAIN @ 18" @ 3 ", REMAIN @ 18" @ 3 ", REMAIN @ 18" @ 3 ", REMAIN @ 18" @ 3 ", REMAIN @ 18" I @ 3 ", REMAIN @ 18" @ 3", REMAIN @ 18" @ 3", REMAIN @ 18" @ 3", REMAIN @ 18" @ 3", REMAIN @ 18" POST - TENSIONED JOIST SCHEDULE REINFORCING STIRRUPS FINAL CAPACITY FORCE NO SIZE tsuPT L OCA T I ON IsuPT 207 K 115 K 18 3 211 1%4 SIZE TYPE SPACING EA END #5 #5 241 372 K 209 K 18 3 211 3 #9 #9 8 241 248 K 143 K 18 3 18 2 2 #5 #5 *3 Zr @ 3", REMAIN @ 18" 1 REMARKS LQW POINT IN PRESTRESSING STRAND LOCATED UNDER COL REACTION AT APPROX L /3. LOW°POINT IN PRESTRESSING. STRAND LOCATED UNDER COL REACTION AT APPROX 1./3. LOW POINT. IN PRESTRESSING' STRAND LOCATED UNDER. COL REACTION AT APPROX L/3. G5 CONTINUOUS WITH G9. LOW POINT IN PRESTRESSING. STRAND LOCATED UNDER COL REACTION AT APPROX L /3. LOW POINT IN PRESTRESSING STRAND LOCATED UNDER COL REACTION AT APPROX L /3. G5 CONTINUOUS WITH G9. LOW POINT IN PRESTRESSING STRAND LOCATED UNDER COL REACTION AT APPROX L /3. WWF CAGE OPT CAGE LENGTH TYPE EA END REMARKS B J4 J5 J6 J7 J8 8 241 413 K 245 K 18 3 211 10 8 241 207 K HO K 18 3 211 161 241 455 K '274 K 18 3 18 2 2 2 2 2 2 241 124 K 57 K 18 121 18 #5 #7 #5 #5 #5 #5 #5 #5 �--- T ,N. B #3 @ 3", REMAIN @ 18" CONTINUOUS ENDS FLARED #3 #3 @ 3 ", REMAIN @ 18" @ 3 ", REMAIN @ 18" Y4 = I O" APPLIES . TO 45' SPAN CONTINUOUS ENDS FLARED #3 @ 3 ", REMAIN @ 18" TB LT 241 166 K J9 16 241 578 K J10 16 241 743 K J1! J12 J13 J14 8 241 8 241 241 241 165 K 124 K 330 K 99 K 347 K 445 K 93 K 18 3 211 171 t 3 171 171 3 171 18 3 211 57 K 18 7121 Z 198 K 18 3 12 *3 NUTS 1. Cf DE;''Ra"ssr,D SL_Af3 YI :. 131/2:' 41/2" SLAB, TYP 6" SLAB WHERE SPECIFIED ON PLAN 2 #5 I @ 3", REMAIN C 18" TYP SLAB REINF 6x6 -- D4xD4 WWF DRAPED " CLR *3 #3 *3 #3 *3 @ 3 ", REMAIN @ 18" @ 3", REMAIN @ 18" Ji4 =I 1/2." APPLIES TO SHORTER SPAN v #3 @ 3 ", REMAIN @ 18" I @ 3 ", REMAIN@ 18" A • 3 ", REMAIN @ 18" A USE CLOSED STIRRUP @ EXTERIOR BM @ 3 ", REMAIN @ 18" @ 3 ", REMAIN @ 18" USE CLOSED STIRRUP @ EXTERIOR BM *3 s ! @ 3 ", REMAIN @ !8" #3 i ,r 1 @ 3", 'REMAIN @ 18" DECKED BARS AT SUPPORTS I" CLR •C G P/T TENDON TYP FORM WIDTH 58" NOMINAL TYP PRESTRESSED JOIST LSLAB SECTION NOT TO SCALE TOP BARS SEE SCHEDULE 40' OR 6' SEE PLAN VARIES "' .,4 " SEE PLAN PRESTRESSING STEEL SEE SCHEDULE BOTTOM BARS SEE SCHEDULE SEE SCHEDULE FOR RE: I NF' 2 #9 6 WIDENED JOIST AT EXTERIOR OF BUILDING NOT TO SCALE CAICAG,t A. • r. IY►►6,Li CO. •f /k ^,rte. ".•. +r r .:.,: , c+?' i^';: ru:.r�,�.;•.r.',r. r'•.ra+,• /i :i,::'. ../;v,+;::t:: TOP BARS SEE SCHE)1 ":rd A PROVIDE VERTICAL FACE AT OPENING PRESTRESSING STEEL SEE SCHEE) BOTTOM BARS SEE SCHM (di TYP PRESTRESSED GIRDER $ECT ION NOT TO SCALE TOP BARS SEE SCHEDULE v) • •a PRESTRESSING STEEL SEE SCHEDULE �---. BOTTOM BARS - SEE SCHEDULE ., 1 #4 @ 18 SEE PLAN 2 #7 WIDENED JOIST AT OPENING NOT TO SCALE, 0.25 LI LAP LOCI 0.2 GREATER L 40 DIA LAP TYR t v - LI CLEAR SPAN 0.25 L2- LAP LOC L2 CLEAR SPAN PRESTRESSED JOIST REINFORCING DIAGRAM NOT TO SCALE SPAN, UON PRESTRESSING TYPE A SPAN, UON SPAN, UON i PRESTRESSING TYPE B SPAN, UON tSPAN, UON SPAN, UON PRESTRESSING TYPE C PRESTRESSING TENDON PROFILES FILL ANCHOR RECESS WITH EPDXY GROUT AND FINISH FLUSH WITH FACE OF CONC WITH 1 "' THK NEAT CEMENT AFTER STRESSING TENDON NOT TO SCALE FACE OF CONCRETE BEAM OR WALL 2" Col - CLR ;119 H VSL TYPE E STRESSING ANCHORAGE OR APPROVED EQUAL—"' • `z" 0 SPIRAL REINFORCING STRESSING ANCHOR AT VERTICAL SURFACE #4 REINF CAGE, TYP DEAD END ANCHOR rw J w o W CL 0 TENSION RING FIXED ANCHOR AT VERTICAL SURFACE TENDON ANCHORAGE DETAILS NOT TO SCALE 1 - #6 CONT TOP BOT 90° HOOK AT DI CONTINUOUS ENDS LAP 2'-0" AT SPLICES TYPICAL BRIDG ING NOT TO 'SCALE (r)i' lit itiilYl`l�f•, [)pp iFR AUG G 24i99 1 ;) (WulLt) 0171TVr r)tt7 fti ...— The Callison Partnership Architecture Programming Planning Interior Design Graphics 1423 Third Avenue Suite 300 ' Seattle, Washington 98101 (206) 623 -4546 950 Sixth Avenue Suite 2G0 San Diego, California 92101 (619) 232 -3233 The Callison Partnership Ltd., A Corporation ■ CONSULTANTS InallillIOUNIIIIIMIMIEWhi= ® REVISIONS No. Date item CITY Eu11, 4 IR (, $ APPROVALS StiganiffiRMIIIMENnigaggi ROTHWELL /HUTNIK Project Architect FELLER /BISNAR Drawn ANDERSON Checked BAERWALO Approved 7 Registration It SHEET TrTLE POST - TENSIONED JOIST & GIRDER SCHEDULE & DETAIL 88266 JUNE 19, 1989 Projec4 No. Date NI SHEET NO. einitemtnESINNEMENENIES FOR INFORMATION ONLY COPYRIGHT@ 198 THE CALL,SON PARTNERSHIP S3.4 111111111,!1,IiVIII1III1111I� IIIIIIIIillIIIIII11 !III111III111111'1+ 1I111Ii11 IIIII'!1111I'II!!fIII IIIII1I1y1- :I111!'IIIII 1 I 1 I�11 �� i i I 1 1! i 1 I i i I i i I �I1 �I1 1I1 !� i1�11fi1�1�1ji 1�1 1 1 1 1 1 1111111 6 7 7 1G Tfl!. IM(•. i l ( 1 ( 1 ._ ..............._., 6 9 it ^ I 11 mai*H /(FRNiN, 12 • I I fil'1111111 " ► "I�1 111!iii11,IIIII!!1' r.p..,:.fsrfi NOT'?: if the micrcffirnec document Is less clear than this notice, it Is c:ue to the ouelity. Cr the on ine c'ocurrent. 4 oe, it Sl Ll 9l GI bt._. CI ..- ZI LL 01• 6 �D L 9 Si +: t; Z L ww 0 Ii7IiII'I,1IIIl 1!811• IIII�IIIIIlIIIllli11111111;/ 1�!! i1�IIII11111l1I !lIIIIIlIllllll!I'lflll!ill�lll ! 1 11 1� ��! I I I ! :rb y ,•;ry «Y f .. II III IIIII,I11� 1,1, X11, 1: �, IIIIII1IIIII111111111" IIII1IIIiIIllf�ilI1111101 111I11!IWIhill!li 'll I I 1 1 ►' 1 I 1. I I, 1111111,11 I11 II 11 .:. :... Ilia 1I. 17111 �. r ..N'I.rn �.! / R.C.. s b-, 7,y,�%, Jr' x, % ". %j ^ty 'r,'�•1 :,r.� ..,env,. �. la ' >r ,_ .,r --... rr .. -.. ...:a.... ,,:� f. .. ,.. ... � ..�� fY•n -`.. I �.. .� .r ��.. ti:� :r... ?'v � .,�`';.�. -fr,., . fr^ .C,._'. ,�r:.',.�'- C��'.'r,, `... � {..✓ .''.�'_ {�'`'1,� _,, ✓%x"� .. `.�;�. Y*. `fir t.[ uF.,.:: , Y ROOF EL IOW-104- 00' - 10" 6TH FLOOR EL 88' -2 5TH' FLOOR EL 75' --6'i 4TH FLOOR EL 62' -10" 3RD FLOOR EL 50' --2-1E 2ND FLOOR EL 37' -6" 2' -6" B E TYPE 20-#11 VERT B R.•iv:Re J J 0 1ST FLOOR EL 19' --6-" NT FLOOR EL 141-6" SHEAR WALL NOTES: 1. B E INDICATES BOUNDARY ELEMENT 2. OMIT VERT WALL REINF AT '6 E 3. STAGGER LAP SPLICES OF ADJACENT BARS FLAP LENGTH OR 24" MIN U I L. isles .,1 .:,:s;w.ur{ -^.a• "at.+Lf,kwli •:Aw':+4ti:.�:;t'. I -NN„ 1� 3' -0" '13 E TYPE (Rd I 10-#10 VEIT ROOF EL 100' -10" 6TH FLOOR EL 88' -2" 5TH FLOOR EL 751._6" 4TH FLOOR EL 621 -10" 3RD FLOOR EL 501 ,.2" 31 -0"1 B`E TYPE FS] FOR REINF SEE 2ND FLOOR EL 371 6" 2' -6" B TYPE FOR REINF SEE B 1ST FLOOR EL 191-6" PIT FLOOR EL 14' -6" CAk of A. R, tIUP .tr$ CO. ✓Y. 4' -0" B E TYI`E 22 - #II VERT 6 -0" B E TYPE 16- #II VERT A r I 11 1 WALL 1 1 L-- #5 @ 14 EW EF WALL REINF ELEVATION AT GRID q3 (SIM AT GRID 6 ) H J 12" 1 WALL i K 3' -0" B E TYPE 10-#10 VERT A 21 -0" B E TYPE I4 - #I0 VERT _11-8" -6 E TYPE' 12 - #II VERT D 3' -0" B E TYPE FOR VERT REINF SEE x^10" WALL 5' -6" B E TYPE 18 - #II VERT A 10" WALL 14" WALL, TYP 4' -0" B E TYPE @ GRID J.4, 21-0" TYPE ©@ GR ID K. 4, FOR VERT REINF SEE #5 @ 9" EW, EF WALL REIN 14" WALL WALL r � #5 @ 14" I'--0' EW, EF 1211 WALL WALL REINF 21-0" 6 E TYPE [GJ' FOR VERT REINF SEE 41 -0" B E TYPE (� FOR RE I NFI� SEE NAL L I' -8" B E TYPE D FOR VERT REINF SEE ;Aii ®11WA %ctr,?ur�:.x�:�a T�+ °�r:cz�i ts.�i Jr�?6/: ',�N "J✓�+.a .%�Vn .A„ i 2' -O" EMBED INTO PILE CAP, TYP 5' -p" 31_0U BET`fPEA BE"TjYPE•rA OR ETNF -SEE--10 - # 10 VERT ELEVATION,' AT GRID +M Jfra'if'fa+'16 a+ t ,.., , . of 5 H E 411- , --Q" •Y,+,:✓'!'.°,;,..r� ,y r'G"� r.n!'i;.�ri.JX ✓•T. <- 0 Iw m J 12 WALL —31 -0" B E TYPE {] FOR VERT REINF SEE —J J "t10" WALL 1 #4 @ 12' EW, EF WALL REINF (l2' WALL 14" TYP WALL 41 -0" 1 B E TYPE G 1/ @GRID J1.'1, 21-0" TYPE 0 @ GRID K . 4, FOR VERT REINF SEE 1�— X12" WALL 0 (V w co ELEVATIONA T GRIP SPLICE SCHEDULE BAR SPLICE LENGTH 6 31 -6" 7 4' -i" 8 41..8" 9 51-10" 10 61 ...611 I ! 7'...6" re1 ELEVATION AT GRID � (SIM AT GRID J --- -.1 MAX OFFSET WALL THICKNESS -BOU1(DARY ELEMEIIT (BE) FOR. (AEI KI F 6E17. ELeVATIONS a‘.3. tL l7 "ItU UJ V V Q J —: kn (( ?4 / d' SFLIC>E +CROUP CisruccE ROOP 4 RD 5TH'FILRS )IM) - .DOW EL5 r0 MATCH ,V RT REINF TOP OP PILE CAP NOTE: I., ALL E5 E VERT E'II.IF 1NCj UVIH(0 DO t)ELt "TO 5e A5TI I A, -10G 2. HORIZ ?REINF NOT 1-10‘)\/1\1 BOUNDARY ELEMENT VERT REINF DETAILS ROTE °n HORIZ R IIJF NOT SHOWN #5 @ 15" EW, EF :. WALL REINF 5' -6" TYPE 18-#11 VERT 2' -0" EMBED Cb)....ELcVAT ION AT #rte t1 TIE e 4" OC, VERT Sx1 e OC ,ALT RI•IATt Mesas 61 -0" B E TYPE 26 - #11 VERT TYP EA END OF WALL A The Calllispn Partnership Architecture Programming Planning Interior Design Graphics 1423 Third Avenue Suite 300 Seattle, Washington 98101 (206)623 -4646 950 Sixth Avenue Suite 200 San Diego, California 92101 (619) 232-3233 The Callison Partnership Ltd., A Corporation 9 CONSULTANTS REVlS!Ons No. Date Item INTENTIGFTALL Y ROUE-•Fi fN C.: TO Y4.1 A%ri"L: sytJDa VTOP OF PILE CAP O,R, FLOOR. col-LEAF WALL WPLL THICkNESS L L1=VI TI 01.4 *5 /4, ..I TIF li 4 "o ALTERNATE. EIv C� v /„. . . Ez ,.. mr_____Al r e SHEAR WALL CONSTRUCT ON JOINT , TYP I CAL SHEAR WALL DEiA I LS NOT TO SCALE .fr �l.VlaAt ,.. 'Y,T, .Y+tiVJ:. w T. i�+�. %ir�,,•.r ELEVATION TYPE NOTE: WALL. REINF NOT 5:1OWVX Z + FOR Af1OsUNT 4 ARIPA 4 Metii oP VE0-' DEFINE, 6ES ELEVATION J 3 ELEVATION �-- , L TI E5 Cz 4" °C) A! 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'Le. , ,, ,r .�V��- 4'. .'M / �.i. _,..A "t1.A .i- � .tea. r+ :3 i, J•h T �. .� / / N N\ NOTES: I. BOTTOM OF FOOTING ELEVATIONS = 12' -9" UNLESS OTHERWISE NOTED AS NUMBER SHOWN IN PARENTHESES (13-G). 2. SEE CIVIL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND SLOPES. 4. • • 6111' OF `iillvllfc , PPI?r 1FD AUG 24 1989 f�) ivUitu FI III Air� nl`per" ,," r.�-.1 :1`a.: ✓ .:.. .- ,Yr^�_R'.1. ,:.....:y:'.....1�.:.... �J .r!r'*,.-0 Y3."'.�.rr.�.'.^.,r'wrwN..k f. �t�:.., . +., .-� (.)E' (), L fle; 4,e ye I 111E1W.', 11 1!I !1111111111'11101111111,1i;■ • The Callison Partnership Architecture Programming Planning Interior Design Graphics 1423 Third Avenue Suite 300 Seattle, Washington 98101 (206)623 -4646 950 Sixth Avenue Suite 200 San Diego, California 92101 019)232-3233 The Callison Partnership Ltd., A Corporation CONSULTANTS INEWINWENIMMENSIRMIN B1 REVISIONS No. Date Item Si APPROVALS ISIZIESMaillIIIIIIIIMMEN ROTH WELL /HUTNi3C .' Project Architect TRONOTHAM/LEE Drawn ANDERSON, Checked BAERWALD Approved If SHEET TITLE gligiffelfieraNallgaffirffearfi PUILLit DO M COPYRIGHT( 198 THE CALLISON PARTNERSHIP :i 1 88266 Project No. Mir Ali b`xMi#:e3 b ArthitectU!f Procjramming Planning Interior P.sign Graphics 1423 Third Avows 030 Sixth Avenue Sa 200 .. Suitt 300 , Sulq ettFs.�h/a shin�ton San ble9o, California'' 96101 02101 . (206) 623.4646 . (619)232-323$ Th caliisoq Piitne;ship ltd., ACorporit on ❑ APPROVALS i ROTHWELL/HuTNE Project Architect TRONG T HAM/LEE, Drawn ANDERSON,;:' Checked BAERWALD , :.. . Approved SECOND FLOOR PLAN t) T r 'OF APP 1?fAIFD 24189 l�J htl'CU P, Vey a ?vr ) CrrTY OF ak ; a JUN /r vt i •r`:r i °SHIM HO., a c!C* /<i YRSwrors* 0:e. 4Y vens,,^,9J'.''t°.4 "II Wrll{I{1 IT 2 111 1 11 1 111 1II11� II I I•iI.,.{ 1 11 1 1 ! ...,I I ►r� IJ { II I 1 L( I I 1 il{ .,1 1 1I { I 1 II fill l f ! fill (. : 1 ,..1,._;_. 1 I1111 .1.1, 11 1 11I I1 I .I� IIM 1I: I i- I P,1 .. 1111 12 4 5 6 7 9 10 ■lJT`. 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T REPRESENTS ''Ih"d(� POST FINAL EFFECTIVE FORCE OF `2 6. 5 KIPS ;'MIN 'AFTER A: LL L LOSSES. , ❑ AFPRQVALS, ROTHWELL/HUTN C ... project Avrhitect7`:' • TRONGTHAM /LE Drawn ANDERSON Checked'. BAERWAL.0 -ANCHORAGE'S ° � CQ AT IN G TO BE FOR COO R R OS I VE } EN I ONME STS A UST M THE -REQU I RtMENTS OF THE —TENSIONING INSTITUTE'S "GU I CE SPEC I F I CAT I 3NS FOR R UN80NDEDSNGLE STRAND TENDONS". --- -$ REPRESENTS ESENTS 'TENDON STRESSING ORDE,'�D` "Er1D' ANCHORAGE. 1---.. REPRESENTS `TENDON 'MEAD END •, ,,. • . AR NCHORAGE. ALL POST—TENS I GJED TENDON ANCHGfRS ARE PLACED AT MID -DEPTH OF SLAB. s ALL TEN 'DNS TO BE *�BUNDL' ED TO THE MAX 'GROUP OF 3 Ai D S'PA ED EQUALLY IN THE DIMENSIONS SHOWN ON PLAN. AL-1_ TENDON TGF IL ES S HOWN ON PLAN A MEASURE D FROM EO T O, M OFSLABTO HE CG OF ' DIAMETER TENDON. �EED BLOCKOUTS FOR ALL SLAB 'PENETRATIONS, PRESENT FUTURE~ MUST. BE COORD I NATE.I:Y, AND,,. CAST I N PLACE. W I ,TH SLAB i POST —TENSE I ONED ' � 1 � � ''TOR) . � � , � G A TENDON `(BY CONTRACTOR) TENDONS ONS TO EL I MI NATE, , .� "HE DANGER OF CORE" DR I LL I NG ` • ' HI TT I N rvl I'Y ;UF 1014 l ° E'D. •ti 2 x.1989 MJ`i Wttj R'CEV' w) CITY OF zuK.,vrti■ J II X31. f1 yil' Mfg', •472.Y! .. 4! i ! *clir 47^T''" eop. � ' ✓Y' zlorwR� �li,:o:. sip .Yvdl�.:^.'#p�w�Tf:;f.,'."'3.• = ,""iT«�u.iifa'+yf..., I l 1 11 ! = I I II I I I f !I jI I I iI I I II II If 11 II 1I II `i I I I ! ( �' .,.• .: 1�, - ": IIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NOT = if 'the rnicrcfilined locum nt Is less deer thsn this notice it 1§ cue to' the cuali 9" i the oriri�21 do c u ment. 0E: he ue LE 9 se he ce ez (Z--A6-1----6i. , 01 .. a"91.— §r �[ I!IIII�I w lllll IIIIIIIIIIIIIIIIIIIIIH u !. 6 , 1111!!! I1II!IIIIII!6IIIlli1!l!;; Ill! Illlllll !IIl1!11111!!1l111111I11! I !111111,1' fj II' )' t � 1 :'�• < raY ., :_. ,�.;.. I.I .li .IIl III .I!! III, Itlfl!! il! 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Mp ... — 1 10" WALL SECTION irG, TOPT 5OT 1E5 e 12oc TYP FTG STRUT SECTION 1. 11 :46- ,..r.;.J'.. -.. .Oise.'.' ...a .,s4.4;:Ki:r»i✓d!: i .,.,�»- ......- !•tLJ' : ur;+ t... ,isrf %- :'.:c:4.•OffY.,�iV4:'.<'w .-•r.. s � r Ie O16 141S INC" 1 1 G - *7 VERT 114x' j TIES e4OC ,--SEE SECT FOR WALL REI NF' 1 TYP 10" WALL ENDS J 9 • 2 - #5 TOP 311 STEEL_ PIPE 1N5ERT, --, MAINTAIN OPEN r FREE o: ALL DEP IS JtJT1L GROUTED V!w!TH ;vOti• t, SHRINK GROUT 30 DAYS MIN AFTER, STRESSING OF SLA3. tV STYROFOAM POCKET CPTIOKO "74o '' '5.0C --, OP `Q KEy11 FIN RAMP FL VARIES • 11, -"` 'RECAST PAN E.L. P ! N FL ---� EL N. a -()� kny LL 1 SMOOTH TROWEL FIN 13H� V1!'Ik 2 LAYERS OF ;5# 0_1 FELT PAPER (CONTRACTOR I:5 OPT -!okJ ! TO US=!LAYERorSol' t.L FELT PAPEI OR 2 LAYERS \_. OF 10 u1 I L. V! Q U E L :, N) c�' I - '8COMC 'IN AiL 7'14'5 cI5 OO HOR 4 VER r 3-'' S . 3j 69" 1�1D FTG) SECTION AT PLANTER U1 ' oi• iUiI\WILM APPROVED AUG 2 4 1989 h.; l V.J 16. U BUILDIkr DIVISirlt4 CITY � OF r ` ' r Rif T.. r, The Callison Partnership Architecture Programming Planning Interior Design Graphics 1423 Third Avenue Suite 300 Seattle, Washington 98101 (20 &)6234646 950 Sixth Avenue Suite 200 San Diego, California 92101 (619)232 -3233 The Callison Partnership Ltd., A Corporation If CONSULTANTS REVISIONS No. Date Item al APPROVALS munimmegmenamparat ROTHWELL /HUTNIK Project Architect TRONGTRAM /SLIISKY Drawn ANDERSON . 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Gild- i ./?1,••* wATE EDGE '4* • � r v / -- I /4r/ 0 4!:' CL A f3) _ 4r Ci. 24" a A r2) ----- " 3'G., A A (2) -- -7-• -_ I E. .LL Coq. 6.1 A1N1.lNJt• BArf-D WIRE r 1..?, i. ;G.' ALL THAT CERTAIWI REAI. PROF'Etr1 Y S; ,''U;\ '1 •tit STA TE OF WASHINGTON, BEING A POR TIUN t,'r L 01 ;' A, ' CORPORA TE CENTER, RECORDED IN VOL UME 144 OF ;- L A 7. . NUMBER 8901230879, RECORDS OF KING COUNTY, WASHING r . DESCRIBED AS FOLLOWS' BEGINNING A T THE MOST EASTERLY CORNER OF SAID LOT 7, MET BEGINNING ALONG THE BOUNDARY LINE OF SAID LOT 7, S 4/44676" FROM A TANGENT THAT BEARS N 29'1574* E, AL ONCE THE ARC OF A i;'. HAVING A RADIUS OF 180.50 FEET AND A CENTRAL ANGLE OF 76'2.8'58 ", •;. OF 240.94 FEET, THENCE TANGENT TO THE PRECEDING CURVE N 4813'4.1 % THENCE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CUR tit HAVING A RADIUS OF 180:50 FEET AND .4 CENTRAL ANCLE OF 4618'05", AN OF 145.86 FEE T, THENCE LEAVING TI.1E BOUNDARY LIVE OF SAID LOT 7, N 0-1°3; • • . 41.60 FEET, THENCE N 41 °46'16" E 362,06 FEET, THENCE N 4813'44" W 31.00 FEc N 16'5874" E 333.84 FEET, TO TI-/E BANK OF THE DUWAMISH RIVER, A T THE MEAN 1;: - LINE AS SHOWN ON SAID PLAT, THENCE ALONG SAID BANK OF THE DUiY AMISH RIVER, AND SOUTHF_RL Y TO THE POINT OF BEGINNING. CONTAINS 350,666 SQUARE FEET (8.05 ACRES :)F LAND MORE OR LESS. 1 l o. • 6' c4/ toj 0 Q•` STORM DRAIN NO T r/ -"," LOCA TED DUE TO FILL ;4 42' CL, iti tG% TREE LEGEND CL - CLUMP M - MAPLE. .4 - ALDER cW - COT TON WOOD 6' CHAINLIK w/ BARBED WIRE 4/ / / 7 f 4 1 STORM DRAINAGE STORM M.M. No. 1 (48`) RIM " 17.04 18" CONC. (SW) a 8.09 In 18' CONC. (N) a 8.09 out 12' CONC. (S) a 9.83 In STORM M.N. No. 2 (72 "1 RIM a16.09 24' CONC. (N) a 7.76 out 18' CONC. (S) a 7.76 In 12' CONC. (SW1 a 8.26 In C.B. .3 (54 °) RIM le 17.1/ 24' CONC. (S) a 7,63 In 241 CONC. "V) a 7.63 oul C.8. 4 (48'2 RIM b 16.98 24" CONC. (S) a 8.18 In 24° CONC. (N) a 8.18 out C.H. 3 (I824 "1 RIM a 14.28 18' CONC. (W) a 8.98 oul CB. 6 (16 "x24'1 RIM a14.2.2 24" CONC. (N! 8.73 out 18' CONC. (E) a 8.75 In C.8. 7 (24 "x24 °) . RIM a 14.20 I5° CONC. (NE) a 9.80 In 15' CONC. (SE) a 8,75 out I5" CONC. (SW) a 9.03 In DATA C.8 8 (24 "x24 1 . RIM " 14.2/ 15" CONC (SW) a 10.19 out • • 12' PVC (I') a I0./2 . In bROP INLET 9 . NO GRATE SET EXIST. GND. I a 6t1 12" PVC (S) a 11.31 OW 0� C.B. 10.(481 RIM a 16.79 15" CONC. (NW! x .8.19 In 15 " CONC. (SE)a8.19out 12" CONC, (W) a 9.14 in • STORM M.H. 11 (72 "1 RIM - /6.28. 30' CONC. (SW) 7.23 In 15" CONC. (NW) a 8.08 In 30° CAMP (NE) `a 758 out Wv/ FLOW RESTRICTOR 8° ORIFICE a 7,18 - 0.F. 30" STANDPIPE a 13.58 I STORM M.H. 12 (72 "1 RIM a 15.71 36" CONC. (NE) $ 6.48 out 30" CONC. (SW) a 6.48 In 12" PVC (NW) a 10.00 In SANITARk SEWER DATA, DROP INLET 13 NO GRATE SET (EXIST. GND. ' 12.7 °1 12 PVC (SE; a 10.23 out STORM M.H. No. 14 (72 "1 RIM a15.90 36" CONC. (SW) " 6.40 In 36' CONC. (NE) a 6.30 out c.a 6 PR_t9,°ERTY .LINE 11 " 46° 18' 0.5" Ra180.50'. L = 145.86' SANITARY SEWER ',A" RIM a16:62 -. • 8" PVC- (ND a 9.'83 In 8 °PVC (SW):" 9.83 out 6" PVC. IEl .a ass' In $ANITAARY SEWER- "8° F 15.89 - 8"PVC (NE) 4:10,44 In 8.' PVC (SW1 - 10.44 our • ;• 0 °•.PVC (EI R 10.44 In Net PROPERTY LINE Q a 76°28'58" R a 180.50' L a 240.94' SURVEYOR'S CERTIFICATION 1 HEREBY CERTIFY THAT TH'E TOPOGRAPHIC INFORMATION SHOWN HEREON CORRECTLY REPRESENTS AN ACTUAL FIELD SURVEY PERFORMED UNDER MY SUPERVISION, AND 7HA T THE CONTOUR LINES SHOWN HEREON ARE ACCURATE TO WITHIN ' 0.5 FOOT. NOEL TOWNSEND LEGEND L.S. No. 9634 DA Tr CATCH BASIN (C.B. 21 DROP? INL E . (0.1..3) STORM RHO (STORM M.H. 4) SANITARY SEWER (SANITARY SEWER "A ") WATER VALVE GATE VALVE INDICATOR POST FIRE HYDRANT MONUMENT IN CASE (FOUND) SANITARY SEWER 'C° R1A4 " 15.90 ' ' • 8` PVC (S). a. 11.51 out 6"151/C (NI 'a 11.51 In 6" PVC lei a 11.51 M • 9 41.6 • NOTE: 1. Gt'L. -DES. iloN AID BOUNDARY COURSES PER W , � 1L$i HAM INC., DWG fIo. 3-200-1101-421a. PAT 2-02-89. ,,p.. 'd; 4 PYir hymn IniSEND CHASTAIN & ASSOC.. INC. DEVELOP ENT CONPLTANTS 409 GOUT #-) Jr•d AVENUE KENT . WASH I NGTON 98032 206 ) -854 - 2043 • -•ri.�%:.; 3'i •j ( 1 iill;ll.IIl1111,I 11 • • , t zs ! .� _ :; -. , r:;. -:• ;: F - ...s -1 .•G,.. w:,.. c`...c .:. �... ^•� .. .., ✓.J � k�9'" }d+�7fiYdPpwfr+- -'h� �1f$%1YQr,'�r I I r I I I I I 11 I I I htSeJ�K.efr�>l.59�.)i/ S; Z3/"-'..f"` h'1'i�L'basl/f9G"Sfiv'.- .•FJO[T .. J��. ✓ �, •.��! ,I I Il l Ili l�llTWI:11'1111 I l l ( I (i (�. I f i I I 11 I r I I a✓1Ct�d�J',�$r..�:e���,%'.e rv,r. 1 I I I I I l I WIT t II r- 1 I I'II 1'11 H 1 J 1111 •t1II IIf I WWII II 1If Illjfiljill II!l;II I!l 1i1111i 11 III' II I I 1111 I I I 1 1 I I I {' . 1 I I i' 1 I' 1 ' • 1 ' I I I'I1 111111 1'lIIIlll,lll�li I�Ij1111f 111 I1 l<'. lG Oc UL fil LA 91. *A el el 1, 0L S Q G I It, 1 -- 5� 17e Cc: i 4 5 _- 6 7 8 NOT If the rnicrcfilmed c'ocument is less clear th&n this notice, it is Cue tc the cuality cr the oripinel cocurnent. I 1. I f I I , 1 II I I �tlll ,I; I!� 1 1 1111 III' llijl I'I IIf11 I' II .1 I ( I I 1 111 ! ! 1 I II t !III 1 �� I I 1 I' 1,11!I� !llll ;1 III 1 ,11 Illfl, 111111 f l illh III! 1111111 ,1II111I1111111111111∎11'∎1 ♦i ;1;111 :1'I'!'I11:11i WWII II..IlIIM!!! 16 11 PALKIF.::'•,FF vt4.11 12 I L "" I 1111 11111111.111H 11/',1!1 -x- FENCE Itt TOP OF BANK PERIMETER F1L L - 3' HIGH DIRT PILES DECIDUOUS TREE (SEE TREE LEGEND ABOVE) tt•i. CONTOUR LINE SPOT EL EVA TION 'f I 4/10/8 ADDED TOPO. OF DUWAM/SH BANK 7Z,. REV . NO . 0.t!?IY BOEING DATE ,. OES'CR 1 PT 1 O 4 CREDIT UNION AF i- ti Y BOEING CREDIT UNION cmA " RCL 6CPLE 1 INCH QUALS 40 FEET • ,r, 1 • - - -1