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Permit 6709 - Drug Emporium - Addition
6709 91-040 drug emporium 17348 southcenter parkway Permit 6709 - Drug Emporium TYPE OF CONST.: V N UBC EDITION (year) 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: ®Sprinklers Q Detectors 0 N/A UTILITY PERMITS REQUIRED? O Yes Q No (Prhrough ublic Works) ZONING: C M BAR /LAND USE CONDITIONS? 0 Yes XD No CONDITIONS (other than those noted on or attached to permit/plans) PHONE 329 -1129 ADDRESS 1627 East Lake Avenue East, Seattle, WA PROPERTY OWNER Trammell Crow C o PHONE 762-4750 ADDRESS 5601 6th AV S Seattle, WA ZIP 98108 CONTRACTOR Lumpkin PHONE 329 -1129 ADDRESS 1627 East Lake Avenue East, Seattle, WA ZIP 98102 WA. ST. CONTRACTOR'S LICENSE # LUMPKI242BE EXP. DATE 12 - 23 - 91 ARCHITECT S y l v i a O t a n i PHONE 762-4750 ADDRESS 5601 6th AV S Seattle, WA ZiP 98108 CITY OF TUKWILA Dept. of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS 17348 Southcente PROJECT NAME/TENANT r u_g Ern o r TYPE OF O New Building OE Addition WORK: Q Rack Storage 0 Reroof DESCRIBE WORK TO BE DONE: Construct new tilt -up co Division 98188 BUILDlN PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION BUILDING:PERMIT FEE> PLAN.CHECK FEE: BUILDING:SURCHARGE' OTHER TOTAL. AMOUNT RCPT.X 600 00 5'380 01 -28 -9: o PLAN CHECK NO.: 91 -040 PROJECT INFORMATION SUITE # VALUE OF CONSTRUCTION - $ 180,576 r PY ASSESSOR ACCOUNT # i u m 262304-9079-06 Tenant Improvement (commercial) U Demolition (bua9r - tt 0 Remodel (residential) 0 Other: ncrete addition to NE side of existing building. C9DE COMPLIANCE USE ..3 FLOOR SQUARE FEET OCC. LOAD SQUARE FEET OCC. SQUARE OCC. SQUARE OCC. SQUARE LOAD FEET LOAD FEET LOAD FEET / / OCC. TOTAL LOAD SQUARE FEET TOTAL OCC. LOAD APPROVED FOR ISSUANCE BY: C I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of wo . I am authorized to sign for and obtain this building permit. CERTIFICATE OF OCCUPANCY NO. BUILDING OFFICIAL DATE: 8 141 SIGNATURE: .• s � DATE: /5 PRINT NAME: ` i-- J 1.1.E COMPANY: 7T -Pt‘J,8 L -C his permitahall become null and void 1 the work /s'not commenced within X 80 days from the date o1 issuance,; or if the work is suspended or abandoned: for a period of180 days from the last inspection DATE ISSUED: ..Q3 Co, PERMIT NO. CONTACTED ..a m ,2L% • DATE READY DATE NOTIFIED I, 5 CI I Y: _4 (Init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) BY: ) AMOUNT OWING q —j , 50 3RD NOTIFICATION PLAN CHECK NUMBER X11' -l0 BUILDING PERMIT APPLICATION TRACKING 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) TOTAL FEET LOAD FEET LOAD FEET LOAD SQUARE FEET OCC LOAD TOT DEPARTMENTAL REVIEW -C l k D - (' q "X" in box indicates which departments need to review the project. ) E~l M U:.. E t BUILDING - Initial review • FIRE .) PLANNING PUBLIC WORKS O OTHER BUILDING - final review 3-13 -q 7 /2?.. (1/ F EQ JIREI'I ENTS � ZONING: — !WI/ REFERENCE REFERENCE FILE NOS.: /�,� MINIMUM SETBACKS: N- UTILRY PERMITS REQUIRED? �-�� PUBLIC WORKS LETTER DATED: B I11110/ Detectors INSPECTOR: •1021111111111111 S. E - w- •r s 7 I 'to BAR/LAND USE CONDITIONS? No INIT: WIPARIIMEN TYPE • •I STRUCT • : BC DITTO ( ear): REVIEW COMPLETED SITE ADDRESS SUITE # V/ 34-e) ;0r*A-N-c- - NV . • K',by VALUE OF CONSTRUCTION - $ — , °" 4 I so1 5"1 (0 , (% PROJECT NAME/TENANT c)c)\ Tl E by V- i� / ASSESSOR ACCOUNT # k Co2 4 - Gi o `i cl - O 2 F �(1.3v 4 - � - I l �Gz, - 9 -, 1.:).(... 10 NA, TYPE OF O New Building , Addition U Tenant Improvement (commercial) U Demolition (buiing) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: c_c)i J�T- 0 C dui 'tomr-A r'4 3 C A )c:r - -\--o 1. e, •10- . X.157'' BUILDING USE (office, arehouse, etc.) 15` , 4- /-J �t� \ cD � X1, -.1` 11 v.... Cie.. "mil t--. •siC: ,'p�pC NATURE OF BUSINESS: \ s-_.--.1J - k - ' - Db-.7 ___ ' 'O'F'0 5 ,*_, .Ut~1.oe•`7/ WILL THERE BE A CHANGE IN USE? No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: tkr . Tenant Space: .o 5-,f554) Area of Construction: i700 4 WILL THERE cm STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER PHONE - --\-- MM. I,-_- G Cam \ 1 6„ l a- k -- ADDRESS ' cC71 6 - 6E-is ( i. ZIP i( S CONTRACTOR LA- * n PHONE Cy -I( QC) ADDRESS (pj Ec )_ FCC a I� 1ZIP a ,i� WA. ST. CONTRACTOR'S LICENSE # Lum 2k 4Q b� �' EXP. DATE j a- Qs -ql ARCHITECT _-%/1...\./1 cy -A I PHONE -16,.2 -4--t e) ADDRESS t:5. ( . S . ��. V-,l. ZIP c--181cls <..... � ::..:..:. i;?:':� : �Ai{�i�1IGAT.I.�?1!l >Ahl. > ::::. > > > :: .. :....... ...:......::. HAV. E.. Ri ?tO: At�iO.: 1P�i.{1. HI . ... : ............... . .... . ...... ........ .... ............ ..............................:.....:.; : °,....:....:..::..:.......:... U> RR 1 7'N It �C�.:.T.t.? .. ... ,,, ii:i ....:............... ..... ... .. BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE ► DATE PRINT N ME PHONE i . -G (A, 0- t-Jst %);) ( .t \.‘) S ADDRE S ..• -+r—"a - !► not CITY /ZIP -t - . si , . CONTACT PERSON --&---t3-trt- V_ 9 S U c ' PHONE '(a2 _ 4.7 66 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION MUST BE FILLED O_UT COMPLETELY BUILDIN PERMIT APPLICATION BUILDING•>PERMIT FEE PLAN CHECKFEE> > :; Emma APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review, VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by thn Department of Community Development :trior to application submiiiai. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations( The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431-3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES • . Two sets (2) of the following: • ' • •• Specifications • 1 •••••• - Structural calculations stamped by a Washington State licen engineer p944•!*iport:4taiopect by a Washington State licensed Topographical survey • •.... .• • • Energy calculations stamped by a Washington State •• • .•:•inglqiier:0(*Ctliti3Ct,,.... ::•:Legaldescriptiorf ::•••••• •• Wotidng drawings, stamped by a Washington State licensed architect, which include: • Site plan Structural drawings • Mechanical drawings • Elevations Civil drawings • Landscape plan Completed utility permit •"• •• •• (one for entire project) [5J SIx (8) sets of civil drawings NOTE: See utlli' pemiit application and C1IOCkLSt For ••••.• RACK STORAGE ......... . . Completed building permit application Assessor Account Number •••.- ••••••••••••,.•.•••,:.•::•••••••• • of plans, which include: Building floor plan. • Entire space whore racis will • ... be 4*. • Exit doors • Dim ensions. of all aisles Tenant space floor plan showing raclsb —J exits. ..... NIPTEineltrde dimensions of racks and exit ways on plan. SIT.09tUral:oaloUlatiOnalatemped:by*woohingtdo 4;01* goon . • engineer (Nclii•Stotege.8",:tind:ci RESIDENTIAL e 41•111111111•1•10 11011111.1.• Completed bailding.pennit'applicatiOn,.(0*fot.a0100 *ru • . • • • • • Legal description Assessor AccOUp.ttuiroot Two sets (2) of working drawings, which incluc • . Foundation plan eaccessw,buItn,showtng • Floor plan whandlsngthofacces..) ■ Roof plan • Buildog:eleVations.(all 4 : Building •:•• k§truoturt1 framing plans Washington State Energy Code 000 '••••:'• •,:•• . Completed . •• . • • .. ••.•• •-• • • ..• • -•:::•• •• •:Bi$ of site plans showing utilities NOTE: Sulking site plan and utility site Plan may be combined _See • utility permit application and checklist foe specific submittal require!rieots,... Ackitional topographical and soils information may be Asquired IT unique • site conclIdons. SJBMITTAL CHECKLIST PIP III PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED COMMENTS Channelization/Striping/Signing y ' 1�a - - U1 +l lb G -c I Curb Cut/Access /Sidewalk V Fire Loop/Hydrant R L. f i / 7 11 12 t9 -11 - T-31-1 . > " -3)-9> X Flood Zone Control r2_ -10'0 t - , 1) � 24, Grade/Fill Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) YYI F., 1,369 \\ �, Storm Drainage lj p 2( °J I. Water Main Extension (private) Water Main Extension (public) °Deduct Water Meter (exempt) Size: No.: OWater Only Water Meter (permanent) size: No.: Water Meter (temporary) Size: No.: Other: ) (1 t i1 )-St 102L1 -- 6 1 I `) - �6, • J 1-3) Other: u RECEIVED TYPE OF REVIEW - .1 ' • TO PWD 'A -v... APPROVED , - . REQUESTED COMMENTS Iq i y ' 1�a - - U1 +l lb G -c I PLAN CHECK NUMBER q 1 ROUTING PERMITS REQUIRED UTILITY PROJECT TRACKING CHECKLIST CONDITIONS OF PERMIT ISSUANCE OR FINAL. SIGN -OFF OF PROJECT .:;THEFIEBIrCERTIFY:::THAT:104VeR p. ::: C.P;i1 Applicant/Authorized --- s . As lk i ailEa. co " Contact Person ' ni44--‘ . ii 1 . II : — L:-VI * Print Name: ■-/ 1--Ni /-A< c523 I Address: '144, -ts.k/-E-,-, I Date: /2./ i jet Phone: Z - 41) .-Ist\ WA Phone: 16,1 - 4P - 1 e-`) Date Application Accepted: @ \ - ci ) Date Application Expires: I - 9 ........... 1 CITY OF TUKWILA Central Permit System - Engineering Division 6300 Soufhcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 PROJECT INFORMATION Engineer: Street Address: Contractor: Street Address: King County Assessor Account Number: PERIMITS.: 0 REQUESTED 0 r 5l i t 0 0 0 843t.ce_is- sto WATER ME RE FUND/BILLI No. of Units: Commercial/Industrial . MiSCEUANE OUS iNFOR UTILITY PERK:: APPLICATION Site Address: 0648 Name of Pro ect: IN:tx3r Property Owner: CQD Street 'Cx) I &5 1-4L \-0P 32.4 Channelization/Striping/Signing Curb Cut/Access/Sidewalk Fire Loop/Hydr. (main to vault) - No.: Flood Zone Control Grade/Fil •e:'° cubic yards Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer - No.: Sewer Main Extension Private 12 Public 0 Name: gI -USLL.. C.se-ou0 , Street 0 6:7 A. , MONTH Name: Tezt-eb-ke-L. Ceocs)D Co SERVIC BILLINGS TO Street - Oiry A0E, , Metro X Standb . DESCRIPTION OF PROJECT. : 0 Single-Family Residential 11111•10:111•11P 0 Multiple-Family Dwelling 0 Hotel O Motel 0 Tri lex 0 Duplex tgsWarehouse O Office 1g Retail 0 New Building Square Footage: King County Assessors valuation of existing structures: $ k 1. 2 0 Manu Remodel/ Addition O Apartments O Condominiums O Church cVs C.12D.cC.1 PLAN CHECK NUMBER: ci D City/State/Zip: Fr)e\L-DI•4 6Fpgo Jj Phone No.: 14 410 CI /State/ZI 98(08 Phone No.: 8.22- oz4 U.) ercso-3.3 • Phone No.: 'Storm Drain o Street Use Sizes: 0 Water Main Extension Private 0 Pubic 0 .i)(t( Water Meter / Exempt: - No.: Sizes* Deduct 0 Water Only 0 0 Water Meter I Permanent- No.: Sizes* O Water Meter / Temporary: - No.: — Sizes'_ O Other: Phone No.: 1 - City/State/Zip: lQJ 963[C8 Phone No.: City/State/Zip: oerStit- .6t4 0 Other: 0 School/College/University O Hos ital 0 Other: Square footage of original building space: l - 2 1 11 , 4 , - - 2 4 Square footage of additional building space: 5 - ion Valuation of work to be done: $ I f:. 6:00 09/18/90 SUBMITTAL CH(^.KLIST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest Intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SV SEWER O Type of pipe - , .,;rete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill materiaUpercent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backfill materialpercent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope/length of run O Location of all structures .0 Square footage of area to be drained, including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic controUdetour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER • EXEMPT O Diagram of domestic system/tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER • PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materlals/percent compaction WATER METER • TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule :I --- A - 157 - 65 - AliCias Department as comp et t e r rev ew an • t e p ans are approv , t e app : t wi • : not led by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. if the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. • CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: FROM: DATE: � AYIU ClY`( I .5 , I WO SUBJECT: flcw\ ChPLK Cd c MEMORANDUM (ciao. act PHONE N (2061433.1800 ¶ mrrne.l1 Cr'ou) ozo. P\d. tor)) I . ols, = - Mc)/ c`7( ors Voalvoaticn 'Th - toL\ • Gory L. VonDusen, Mayor 07/31/91 12:12 FAX 206 431 3665 'AUK PUB WORKS .�.► », ,MAHAN & DESA VO 01002 N rg t p , pg94 1 1,13rNGINEERS NORTHWEST 522 - G69b }, ' February 21. 1391 Mahan & DeSalvo 1200 - 5th Ave. Suite 1910 Seattle, WA 98101 Attention: Reference: Carl: Sincerely, Car 7ar . :;taporium Addition at r arkwav Plaza North 2 aq/iv/kin ,fui. 3 0 19911 LL-ij MAHAN & DESALVO, INC. 1. ECOOO nY and availability dictated the use of OF 41 2x14 purlins in lieu of the DF #2 4x18 purlir+s• . The glulam beams stresses have been recalculated. The size remains 6- 3/4x33, See new calculation sheet #2. The trim reinforcing bare at „the' top of openings have been changed from #7 to #5 bare per Mahan and DeSalvo. see calculation sheet #3 for fifteen foot. shear Wall. on. Arid "C”, • Panel thickness of 6-1/27 is called Out 'on : draw i nge . Phillib 0. Van Heyningen Project Engineer ONGINEER8 NORTHWI ST, ING. P,8, : CONaULTING ENarNEER$, iipv WOODLAWN AVENUE N, C. SEATRU, WA 0611e (O$) 52 7ee0 PAX 11100,2R4i1e 11 CITY of TUKWILA MUU L 1 1991 PERMIT CENTER 07/31/91- 12:13 FAX 206 431 3666 TUX PUB VIORKS FEB 21 10s @2 ENGINEERS'N0RTHWEST'922- 6698 " .; ENGI NeEFIS NORTHWEST SIC. P.S. 689 WOODLAWN AVE. N.E, - SUITE 205 - SEATTLE, WA 98115 - (208)625.7564 • FAX# (206) 52•0008 • r Jon NO4 Jon NAME U G 6 �/ P 4I.L . t J DATE ,,,�� 9t 8ULJECT 04L.41! " t _ . SH err �- O F...,,. C.0 el PICOT ' - { P its 8) A 3 9'' n 4 P Ie a x 1.1S aFti 4 X I4 112..4 9 '►;, & DESAI YO , aY. _1!. v EN L AL 3 0 19911 MAHAN & DESALVO, INC. Z003 07/31/91 FEB 21 91 10 :02 ENGINIEERS NORTHWEST 522 -6695 12:13 FAX 208 431 3865 TUK PUB WORKS BEAM» . CANT;I !,.>If:VRR BEAM MP X1 I :iPANv' : *i9r 1 0 f Xlyl -IT V;AN "1' =10.,C)Cf UNXF'(FcM LOADS (k1+) MAIN SPANIT .R16 F:'1GH1'.CSANT ,1915 8 1 if t DOES NOT xNC,I„Ux)1;;: AI)aA(:;f:'.NT BEAM REACTION Mme =au t f't —tr r t r i m . i . 412 2 Um,+)< t If i r)! ) .m Vr - i■ Em 1800 Rim 2,76 Fv + 7 189 MOW NTH: r"I- N7 F - SPAN= 249.9 1''.1 1441' fi(N'1'm 249.n SHEARS E A C H S I D E OF t3lJF'l='flR T O 20, 28.4 4 NPAM ))hF),.E .'fIlIN 3 1/8 X 6146 1.26 n A/0 X . 16,r; V.,019 6 3/4 X Z M 3.77 M X . /0 ''.7./4.X 7 4,32 %mix 4h . t :)„ ()61 0.884 0,9e7' 0.. 905 BEAM. flROP -'t N tc EAM 1. ENI;;'1 Hm 49.5 I.1h11'Pt; rm t,.I:IAnn. .016 kl. 4 M( +t;— Itipm)m 'r'. +_ Vtk1f)+A)) .' 20.' ri.m moo Fhm 2.. 76 Fvv . ).1i " ,BEAM :AM 3 1 /ICI X 49,6 1/fl X ;39 6 3/4 X :13 \. mr 1t) 3/4 X :r7. %max 4.b 141 MAHAN , DEsAl 0 , 14 904 a,er sFr "' 2— %tna; >t . 4 v ' :. iilf+3 0 `` . 987 • 0.640 .0.9c) 0 , ?yo2 U U(. 3 0 1 998 MAHAN & DES V(; INC. 07/31/91 12:14 FAX 208 431 3685 TUX PUB Y1ORKS • FEB 21 '91 10 =03 ENGINEEWNORTHWEST 522.6698' ENGI ''EEPS- NQIRTHWEst"INC. RS 8889 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98116 - (206)625.7560 • FAX # (206)522-6698 JOE! NO. — 4Joii NAME Q th EM�U121[11k"�, b�5' DATe tom) $USJE:CT la 41 4 ' eCT ��rsG.: c 1'� ..► . Si OF Ili 6 s r- �'� -�.� I7 4�Y +'1GUt Mc� Mzor - O.T;M..' (6.0E x ) (Tap k x it S) 4'0,14 K 14' )' wr �F N 4 F14 z(1q'x15�ili10 )A I { psr 1?K1,S`x PdP ru3'x iota P' iaK zl.o 14 t(A1iAN„ & DESALV) 4/b [2] 005 Vt 3 n 1991 D ESAL 8 /.5 69PS► x 477.5 = 4I1 INC .1, t Lr 1 4 : 4 puguo 2• g "(4S gotti 2 x 1.4 Kx1.4asx1.s% °Sl COM.) fEC..-n c3 ►a rgACS I E 1J c.)r ph-wet. 4 P 1 U) pt's 5 / /(C, n we ' .4 a X %•,I x - I. 3J ° 14: t . ,SAy 1-11A St•t "A1z oP eA 1 l ' CON N, IZZ,V.STI VG fr1 OM, +z A3 X /4.SI f4S16" N fi 0.117(Y% . 115 roo'p i Wu OrArIli tI IS" S1 AC ' ip 4 ' /4S /44 mi 46.46 —' • 07/31/91 12:16 FAX 206 431 3666 TUK PUB SVORKS_ 444 MAHAN & DESALVO • _ • 1006 FEB 2i ' 91 1t�9 ENGTNrcAS NORTHWEST 522 -6698 .* P.5 /6 ENG EERS- NORTHwEV1 'INC. P.S. 6869 WOODLAWN AVE, N, E. • SUITE 205 - SEATTLE, WA 98115 - (206)525.7550 - FAX # (206) 6224698 .Jo NQ, JOB NAM DATE .' 1 ' 0 ' 91 SUBJECT • ul :. 3 L E I C _ , EIHKET O ti .oF 6ocrri N L 11 . . 39Y p•U x eccErd 4‘.40" 24, 0 0 k SP (3rA2.4Nb Pecssuer_.. e Arm wan. 1r'JI Uf' 7111Z 113001A46 e "T Ir* re16N: c' F0071E.34 -,. 1.s' x17 (,r 14 IF < 2.C1sb3$ TO: DATE: TITLE: J : .22, s? (A r FROM: TI.,E: ft RV' i ) . 4 Lilthr i ii i ::t1 r dOMP DEPARTMENT: DEPARTMENT; DO — __ - le.)- 07/31/91 1212 FAX 206 431 3665 et.l,h■Itil.M SUBJECT: tin IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: CITY OF TUKWILA - PUBLIC WORKS DEPT. FAX TRANSMITTAL FAX NUMBER: (206) 431-3665 FAX NO, CALLED; TOTAL NO OF PAGES TRANSMITTED, INCLUDING THIS COVER SHEET: MW404.4 .1 Ooir # LC ill .1/4 A on, TUX PUB WORMS 444 MAHAN & DESALVO i001 SENT BY (INITIALS): .1ViV,on COMMENTS/MESSAG 4-1 t (A). so ITT - E) Yo v.. 1, ye -ifv. Neltesmi 111 te Coy cl ory\f \ Vt v't iM •ArP NP,, VAIIVA 000.V.S.Y/INVIWIII■Vryel loY, ww..v”... eve.o.vo, thVAVOI. ye.,10/0 • ••••••; • •••••!•:! nimgo • • fl • omp a •1. • oms v • q I • •••• • ••••■••* • A so lalgginfig 11 JUL 3 0 1991 MAHAN & DESALVO, INC. ,..... 0 14 ' ..,1 , '' t t • N 4;.... 4 "- 0,44•SW44.4410140.11WeN4440.101.0 ;ti•i••• ISSUED: PROJECT MANUAL February 6, 1991 Addition to Parkway: Plaza North 17348 Southcenter Parkway Tukwila, . Washington 98188 Trammell Crow Company 5601 6th Avenue South Seattle, Washington 98108. Telephone: 206- 762 -4750 rE EVE FE3 1 ;t 19911 DESALVO, INC. MAHAN & RECEIVED CITY OF TIIKINII.A FEB 6 1991 PERMITCENTER ARCHITECT Sylvia Otani 5601 6th Avenue South Seattle, . WA 98108 Telephone: 206- 762 -4750 STRUCTURAL ENGINEER Engineers Northwest Woodlawn Avenue N.E. Seattle, WA 98115 Telephone: 206-525-7560 CIVIL ENGINEER Horton Dennis & Associates 320 2nd Avenue South Kirkland, WA 98033 -6687 Telephone 206- 822 -2525 J1 TO: TRAMMELL CROW COMPANY 5601 6th Avenue South P.O. Box , 80326 Seattle, Washington 98108 In submitting this proposal, the undersigned agrees: 1. BID FORM PAGE 1 The undersigned, having carefully examined the Drawings and Specifications entitled: Addition to Parkway Plaza North Tukwila, Washington as well as the site and conditions affecting the work, proposes to furnish all labor and materials and to perform all work required by and in strict accordance with the above named documents. To accept all of the provisions of the .Contract Documents and to enter into a contract. That TIME OF COMPLETION shall be 60 calendar, days after the date of commencement of the work, all as defined in Article 8.1 of the General Conditions. BID FORM PAGE 2 The undersigned will construct this projector portions of this project for the following lump sum prices. 1. Base Bid CODE DESCRIPTION 1801 General Conditions $ 2110 Demolition and Removals 2200 Earthwork 2550 Site Utilities Relocation 2600 Paving and Surfacing 2620 Curbs and Striping 3300 Cast in Place Concrete 3411 Tilt -Up Wall Panels 5000 Miscellaneous Metals 6100 Carpentry and Drywall 6700 Roof Structure 7600 Roofing 8100 Metal Doors and Frames 8360 Overhead Doors 8710 Finish Hardware 9800 Floor Seal 9900 Painting 10000 Specialties 15400 Plumbing 15500 Fire Protection 15800 HVAC 16000 Electrical AMOUNT TOTAL BASE BID 1v Bid prices are exclusive of Washington State Sales Tax. Receipt of Addenda through is acknowledged. BID FORM PAGE 3 Firm Name: Address: Registration No.: Authorized Signature: • • i s l.: r.; INDEX OF SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01000 General Requirements DIVISION 2 - SITE WORK 02200 Earthwork. _ 02200 -1 -3 02221 Trenching, Backfilling and Compaction 02221 -1 -3 02550 Site Utilities 02550 -1 -4 02612 Asphaltic Concrete Paving 02612 -1 -3 DIVISION 3 CONCRETE 03100 Concrete Formwork 03100 -1 -3 03200 Concrete Reinforcement 03200 -1 -2 03300 Cast -in -Place Concrete 03300 -1 -4 . 03411. Precast Wall Panels 03411 -1 -3 03600 Grout and Concrete Bonding Agents . 03600 -1 DIVISION 5 - METALS 05500 Metal Fabrications DIVISION 6 - WOOD AND PLASTICS 06100 Rough Carpentry 06180 Glue Laminated Beams DIVISION 7 — THERMAL AND MOISTURE PROTECTION 07510 07610 . 07900 Sealants Built -Up Bituminous Flashing and Sheet Metal DIVISION 8 - DOORS AND WINDOWS 08110 Hollow Metal Work 08360 Sectional Overhead Doors DIVISION•9 - FINISHES 09900 Painting 01000 -1 -9 05500-1-15 .06100-1-4 06180 -1 07510 -1 -3 07610 -1 -2 07900 -1 -3 DIVISION 9 - FINISHES 09900 Painting DIVISION 15 MECHANICAL ME4-44,64-41CAL_ 15500 Fire Protection DIVISION 16 = ELECTRICAL 16000. ,t...vc.-tiztc -.6 09900 -1 -3 ( sax) -I 15500 -1 -5 16000-1-2 PART 1 GENERAL A. DESCRIPTION: Summary of Work includes, but is not limited to the followin "g: 1. Work.covered by this,Contract. Contracts PART 2 - PRODUCTS (Products not required in this section) 3 - EXECUTION A. .WORK. UNDER THIS CONTRACT: 01000 GENERAL REQUIREMENTS Construction of 5vv...-a a. Building to consist of slab on walls and panelized 'wood roof system. Building Code classification U.B.C. 1 mcwricN Building: 1.. Occupancy: B -2 2. Construction Type: 3. .Fully sprinkled Site grading and preparation of building subgrade including course suitable for : application of concrete floor slab. KrtA—coeitorn of site utilities for g=rvr4A � sanitary drainage systems, domestic and fire protection water lines 't As concrete paving, extruded curbing and paving striping. Asphaltic P 9 9 P 9 P 9. L. Underground sleeving for building interconnects. grade, 'concrete tilt -up t F; V 6. COORDINATION: 1. To enable orderly progress of the work, and prevent duplication of effort and ensure proper sequence of operations, Contractor shall coordinate the efforts of all suppliers and subcontractors. 2. Throughout the progress of the work, the Contractor shall provide all necessary personnel thoroughly familiar with the specifications and drawings, completely trained and experienced in the necessary skills, who shall be present at the site and direct work performed. 3. Conditions of surfaces: Surfaces previously prepared or installed by another, trade shall be inspected carefully before applying subsequent materials or finishes. If an unsatisfactory condition to receive finish exists, notify the general contractor and A /E,'in writing, immediately. 4. Covering up: No contractor or subcontractor shall cover up or conceal work of other contractor /subcontractor until same has been tested and /or approved. 5. Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the physical conditions of the site. Notify A/E of discrepancies prior to start of work. 6. Drawings are generally diagrammatic, and unless specifically dimensioned, the locations of fixtures, equipment, and the routing of piping are approximate and shall not be scaled from the drawings. It is the responsibility of Contractor to coordinate work of his subcontractors.. To this end, Contractor shall require that various subcontractors carefully examine and familiarize themselves with the drawings covering work of other trades, and that they consult frequently with all other trades so that work may be properly coordinated. The diagrammatic nature of the drawings and the job conditions will not always permit installation in the location shown. When this situation occurs, it shall be brought to the A /E's attention immediately and the relocation determined in a joint conference. The Contractor shall be held responsible for relocating items that have been installed without first obtaining the A /E's approval. He shall remove and relocate such items at his own expense if so directed by the A /E. 7. Verify all grades, lines, levels and dimensions as shown and report any errors or inconsistencies to A/E before commencing work. G. LAYOUT OF BUILDING AND SITEWORK 1. Contractor shall employ and pay for a registered land surveyorr to establish and maintain base or reference lines and elevations from which crafts shall lay out their respective work and from which all work may be checked for accuracy in the event of conflict or error. 2. Verify all grades, lines, levels and dimensions as shown, and report any errors or inconsistencies to A/E before commencing work. 3.' Reference points: Such as stakes, bench marks, lines, levels to be carefully maintained. If disturbed or destroyed, replace as directed without additional cost to Owner. CODES AND STANDARDS 1. Throughout the Contract Documents, reference is made to codes and standards which establish qualities and types of workmanship and materials, and which establish methods for testing. 2. Applicable codes: All work shall be in conformance with all Federal, State and local codes. All references to codes, specifications and standards referred to in specification sections and on the drawings shall mean, and are intended to be the latest edition, amendment, and /or revision of such reference standard in effect as of the date of these contract documents. 3. Rejection of non- complying items: The A/E reserves the right to reject items incorporated into the Work which fail to meet the specified minimum requirements. The A/E further reserves the right, and without prejudice to other recourse the A/E may take, and accept non - complying items subject to an adjustment in the Contract Amount as approved by the A/E and Owner. TESTING 1. Work included: Cooperate with the Owner's selected testing laboratory and all others responsible for testing and inspecting the Work. 2. Related work described elsewhere: Requirements for testing are described in other Sections of these Specifications. Where no testing requirements are described, but the Owner decides that testing is required, the Owner may direct that such testing be performed under current standard for testing. Payment for such testing will be made as described in this Section. 3. Codes and Standards: Testing, when required, will be in accordance with pertinent codes and regulations. 4. Product Handling: a. Promptly process and distribute required copies of test reports and related instructions to ensure the least possible delay in progress of the Work. b. Evaluation of test results: The results of the laboratory and /or field control tests shall be the principal basis upon which the satisfactory completion of the work shall be judged. Upon completion of placement of materials, the results of the field and laboratory tests and other data regarding the quality of the work will be embodied in a written report to the engineers by the testing laboratory, including conclusions as to the compliance of the completed work with the specifications. c. If the. results of testing show that any part of the structure contains materials which are below the requirements called for by these specifications, that portion of the work will be subject to condemnation. Any work so condemned shall be removed and replaced as directed at the Contractor's expense,. including A /E's extra supervision costs. 5. Payment for Testing: a.. Initial services: The Owner will pay for initial testing services. When initial tests indicate non - compliance with the Contract Documents, the costs of initial tests associated with that non- compliance will be deducted by the Owner from the contract sum. b. Retesting: When initial tests indicate non- compliance with the Contract Documents, all subsequent retesting occasioned by the non - compliance shall be performed by the same testing agency at no addition cost to the Owner. 6. Code Compliance Testing: Inspections and tests required by codes or ordinances, or by a plan approval authority, and which are made by a legally constituted authority, shall be the responsibility of and shall be paid for by the Contractor, unless otherwise provided in the contract sum. 7. Contractor's Convenience Testing: Inspecting and testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor. 8. Inspection by Owner's Personnel: From time to time, personnel in the employ of the Owner may inspect the Work where the Work is in progress, but shall have no authority to direct the Contractor or request changes in the Work except through the Owner's designated representative. 9. Execution: a. Cooperation with Testing Laboratory: Representatives of the testing laboratory shall have access to the Work at all times. Provide facilities for such access in order that the laboratory may properly perform its function. b. Taking Specimens: Specimens and samples for testing, unless otherwise provided in the Contract Documents, will be taken by the testing personnel. Sampling equipment and personnel will be provided by the testing laboratory. Deliveries of specimens and samples to the testing laboratory will be performed by the testing laboratory. c. Schedules for Testing: 1) Establishing the schedule: By advance discussion with the testing laboratory selected by the Owner, determine the time required for the laboratory to perform its tests and to issue each of its findings. 2) Revising the schedule: When changes of construction schedule are necessary during construction, coordinate such changes of schedule with the testing laboratory as required. H. PROJECT MEETINGS 1. Persons designated by the Contractor to attend and participate in the project meetings shall have all required authority to commit the Contractor to solutions agreed upon in the project meeting. 1. Make all submittals required by the Contract Documents, and revise and resubmit as necessary to establish compliance with the specified requirements. 2. Coordination of submittals: Prior to each submittal, carefully review and coordinate each item being submitted and verify that it conforms in all respects with the requirements of the Contract Documents. 3. Shop Drawings: a. Scales and measurements: Make all shop drawings accurately to a scale `. sufficiently large to show all pertinent aspects of the item and its methods of connection to the work. b. Type of prints required: Submit all shop drawings in the form of one =: sepia transparency of each sheet plus one blue line print of each sheet. Blueprints will not be acceptable. r. c. Reproduction of review Shop Drawings: Printing and distribution of review shop drawings for the A /E's use will be by the Engineer. All review comments by the A/E will be shown on the sepia transparency when it is returned to the Contractor. The Contractor shall make and distribute all copies required for his purposes. 4. Manufacturer's Literature a. General: Where contents of submitted literature from manufacturers includes data not pertinent to the submittal, clearly indicate which L: portion of the contents being submitted for review. b. Number of copies required: Submit six (6) copies, two copies will {.; be retained by the A /E. 5. Samples: a. Accuracy of samples: Samples shall be of the precise article proposed to be furnished. b. Number of samples required: Unless otherwise specified, submit one which will be retained by the A /E. 6. Colors and Patterns: Unless the precise color and pattern is specifically described in the Contract Documents, or whenever a.choice of color or pattern is available in a specified product, submit accurate color and pattern to the A/E for review and selection. 2. Attendance: To the maximum extent practicable, assign the same person or•persons to represent the Contractor at project meetings throughout progress of the Work. Subcontractors, materials suppliers, and others may be invited to attend those project meetings in which their aspects of the Work are involved. 3. Meeting schedule: Project meetings will be coordinated as necessary to establish mutually acceptable schedule for meetings. 4. Meeting location: To the maximum extent practicable, meetings will be held at the job 'site. I. • SUBMITTALS 01000 -7 L t; L rl J. TEMPORARY FACILITIES AND CONTROLS 1. Utilities: a. General: all temporary facilities shall be provided and paid for by Contractor. b. Water: Provide and pay for water service as required for execution of work. Utilities to be transferred to Owner upon substantial completion, c. Electric service: The contractor shall make all necessary applications, pay all fees and charges, obtain necessary permits, and provide and maintain electric' energy for temporary lights and power required for completion of all work. 2. Telephone: 3. Utilities for testing: Normal quantities of utilities required to make final tests of completely installed permanent systems will be furnished at no cost to the contractor. 4. Contractors facilities: Provide a field office building and sheds adequate in size and accommodation for all Contractor's offices, supply, and storage. Location.as approved by A /E. The entire facility, including furniture, will remain the property of the Contractor and shall be removed from the site after completion of the Work. 5. Toilet Facilities: 6. Enclosures: a. Barricades and Closures: provide and maintain all legal or necessary guards, railing, lights, and warnings during the execution of the work. 7. Shoring and bracing: Provide all shoring, bracing and sheeting as required for safety and for proper execution of the work, and shall remove when the work is completed. General contractor shall be responsible for the design, strength and safety of such construction. 8. Environmental controls: a. Weather protection: The Contractor shall at all times provide protection against weather (rain, snow, ice, wind, storms, frost) so as. to maintain all work, materials, apparatus, and fixtures free from injury or damage. At the end of the day's work, all work likely to be damaged shall be protected. 9. Damage: Any work damaged by failure to provide protection above as required shall be removed and replaced with new work at the Contractor's expense. 10. Maintenance and removal: Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the work. Remove all such temporary facilities and controls as rapidly as progress of the work will permit, or as directed by the A /E. 01000 -8 PROJECT CLOSEOUT 1. Guarantees: The guarantee required by the General Conditions and any other extended guarantees stated in the technical sections of the Specifications. . Release or waiver of liens: As required by the General Conditions. . Project Record Documents: As job progresses,. Contractor shall keep at project site an accurately marked job set of Contract Documents showing all changes and deviations from original drawings. These shall be available to A /E. Accurate measurements of all underground services and utilities references to the building shall also be kept. These records . of buried utilities should show changes of directions and locations by dimensions and elevations, as the utilities are actually installed. (NOTE: Above requirements shall not be construed as authorization to make changes . in work or layout without definite instructions in each case.) • Final Cleaning: Prior to completion of the Work, remove from the job site all tools, surplus materials, equipment, scrap, debris, and waste. PART 1 - GENERAL A. DESCRIPTION 1. Work included: Excavating, filling and grading includes, but is not necessarily limited to: a. Filling and backfilling to attain indicated grades. b. Excavation for building construction. c. Rough and finish grading. d. Surface dressing for building pad. 2. Related work described elsewhere: a. Testing Laboratory Services 01410 b. Temporary Facilities and Controls 01500 c. Subsurface Exploration 02010 d. Trenching, Backfilling and Compaction 02221 B. QUALITY ASSURANCE 1. Approval required; All fill material subject to approval of the A/E /Soils Engineer. 2. Backfilling prior to approvals: a. Do not allow or cause any of the work performed or installed to be covered up or enclosed by work of this Section prior to all required inspections, tests and approvals. b. Should any of the work be enclosed or covered up prior to approval, uncover work at no additional cost to A /E. c. After the work has been completely tested, inspected, and approved, make all repair and replacements necessary to restore the work to the condition in which it was found at the time of uncovering, all at no additional cost to the A /E. 3. Unfavorable weather: Do not place, spread, or roll fill material during unfavorable weather conditions. Do not resume operations until moisture content and soil density are satisfactory to the A /E. PART 2 - PRODUCTS A. BACKFILL MATERIALS 02200 EARTHWORK 1. On Site Materials: • a. On site material is suitable for use as engineered fill if it can be placed in accordance with these specifications. 2. Imported fill materials: Selected natural fill material from off -site borrow shall consist of the following or a blend thereof: well graded granular pit run, or bankrun sand and /or gravel. Small cobbles up to 3/4 inches in maximum size with not more than five percent (5 %) of fines passing through a #200 sieve. B. GRANULAR BASE FOR BUILDING PADS: 3/4 " minus evenly graded crushed rock. 02200 -1 r • PART 3 - EXECUTION A. SURFACE PREPARATION 1. Demolition: Remove all existing paving and concrete, in areas shown to receive walkways, driveways, paving, and buildings. Leave sod mat in place except in zones with particularly soft surface conditions and areas shown to be excavated. 2. Grubbing: Grub out all stumps and roots larger than 1 -1/2" in diameter. Remove all scrap metal and all foreign materials. 3. Disposal: Dispose of cleared and demolished material by stockpiling off site. B. EXCAVATING: 1. Excavate for footing, foundations, slabs, pavings, and other improvements to sizes and levels shown or required. Allow for form clearance and for proper compaction of required backfilling material. 2. All footings to bear on engineered fill. Engineered fi 11 under foundations shall have a minimum depth of half the footing width, but not less than 24 ", and shall extend beyond the edges of the footing a distance of half the required fill depth. 3. All soft, wet soil, or soil of unusual condition shall be excavated to firm, natural, undisturbed soil, and backfilled with specified fill materials. 4. Contractor's Inadvertent Overexcavation: Backfill and compact all overexcavated areas as specified for fill below at no additional cost to the Owner. 5. Excess fill materials: All excavated materials not required for backfilling or other portions of the work shall be removed from the site. . FILL AND COMPACTION 1. Filling: After subgrade compaction has been approved by the A /E, spread approved fill material in layers not exceeding eight inches in uncompacted thickness. 2. Compaction: Areas beneath floor slabs, walls, paving and foundations shall be compacted to a dry density of 95 percent of the maximum dry density. The water content at the time of compaction should be within (plus or minus) three percent (3 %) of optimum. 3. Backfill lifts: Place layers in maximum 8" thick lifts. 4. Compaction standards: All compaction based on AASHTO Standards T -180. D. GRADING: 1.. Rough Grading: a. Bring all finish grades to approximate' levels indicated on Drawings. Where grades are not otherwise indicated, finish grades are to be same as adjacent sidewalks, curbs or the obvious grade of adjacent structure. b. Grade to uniform levels or slopes between points where grades are given. Round off surfaces; avoid abrupt changes in levels. 02200 -2 . c. Rough grade to allow for depth of concrete slabs, walks, and their gravel bases. d. Grade for paved drives and paved parking areas as indicated and specified herein and provide for surface drainage as shown, allowing for thickness of surfacing material. • Finish Grading: At completion of job and after backfilling by other crafts has been completed, refill and compact areas which have settled or eroded to bring to final grades. Grading tolerances: a. Rough grade: building and paving areas; plus or minus 0.1 foot b. Finish Grade: 1) Granular cushion under concrete slabs and paving, plus or minus .01 foot • Treatment after completion of grading: After grading is completed and subsequent to testing and inspection, prohibit further excavating, filling or grading except with the approval of 'A /E. , '02200 -3 "END SECTION° t • • 02221 TRENCHING, BACKFILLING AND COMPACTION PART 1 - GENERAL A. DESCRIPTION 1. Work in this section includes, but is not necessarily limited to a. Trenching and trench backfill necessary for complete installation of all underground items not covered by other sections of these specifications. 2. Related work specified elsewhere: a. Testing Laboratory Services 01410 b. Earthwork 02200 c. Landscape 02800 d. Mechanical Division 15 e. Electrical Division 16 3. c...ct-tr-t-t--r piabw ./E=Ay B. QUALITY ASSURANCE 1. Owner will employ and pay for independent testing laboratory to conduct compaction tests on all backfilling operations. PART 2 - PRODUCTS A. TRENCH BACKFILL MATERIAL 1. Trench foundation: a. Native material. b. 1" minus uniformly crushed graded rock. 2. Pipe bedding a. Clean pea gravel or 3/4" minus uniformly crushed graded rock per APWA specification. 3. Pipe zone: a. Pipe bedding material. 4. Trench backfill: a. Native material which in the opinion of the A/E meets the desired characteristics. b. 3/4" minus gravel or crushed rock. PART 3 - EXECUTION A. TRENCH EXCAVATION 1. General a. Trench excavation and backfill in accordance with any and all specifications of any controlling regulatory agency under which the work is being Performed. 02221-1 c L. B. TRENCH FOUNDATION C. PIPE BEDDING b. Excavate the trench to lines and grades shown or established with proper allowance for pipe thickness. The subgrade upon which the bedding is to be placed shall be firm, undisturbed and true to grade. If the trench is over - excavated, restore to grade with materials specified for pipe bedding at no expense to Owner. Place material over the full width of the trench and compact in layers not exceeding six (6) inches deep to establish grade with allowance for the pipe bedding. c. Dispose of all excess material not required elsewhere on the project. d. Provide all materials, labor, equipment necessary to adequately shore trenches to protect the work, existing property,. utilities, pavement, etc., and provide safe working conditions in the trench. Method of shoring in accordance with the Contractor's design. Damages resulting from improper cribbing or shoring will be the sole responsibility of the Contractor. e. Locate excavated material in such a manner that it does not create a hazard to pedestrian or vehicular traffic, nor interfere with the function of existing drainage facilities. f. Remove and dispose of existing and damaged sewer pipe and structures and other facilities necessary to construct the sewer. 1. Trench foundation is defined as the bottom of the trench in which the pipe bedding is to lay and is responsible for support of the pipe. 2. When in the judgment of the A /E, the existing material in the bottom of the trench is unsuitable for supporting the pipe, excavate below the pipe as directed. Place backfill in trench to subgrade or pipe bedding with trench foundation material over full width of the trench and compact layers not exceeding six inches deep to the required grade. 1. Pipe bedding is defined as the furnishing and placing of specified materials on the trench foundation so as to uniformly support the barrel . of the pipe. 2. Pipe bedding consists of leveling the bottom of the trench or the top of the foundation material and placing bedding material to the horizontal centerline of the pipe. Place specified bedding material in at least two lifts. Place first lift to provide the minimum six (6) inch depth of bedding material shown on the plan before the pipe is installed. Spread bedding smoothly to proper grade so the pipe is uniformly supported along the barrel and excavate bell holes at each joint to permit proper assembly and inspection of the entire joint. Provide firm unyielding support along the entire pipe length. Place subsequent lifts of not more than six inches in thickness up to the horizontal centerline of the pipe. Bring lifts up together on both sides of the pipe and carefully work under the • � is above 40 °F (.4 °C), and when base is dry. Base course may be placed when air temperature is above 30 °F ( -1 °C) and rising. 3. Grade Control: Establish and maintain required lines and elevations. ` -' PART 2 - PRODUCTS A. Asphaltic Concrete Paving: Washington State, Class B 02612 -1 • B. GRANULAR BASE COURSE: Crushed rock of 1f" maximum size conforming to Section 703 of the Standard Specifications for State Highway Construction - Washington 1984 having less than 5% passing the No. 200'sieve. C. WEED CONTROL TREATMENT: 1. Monobar Chlorate by U.S. Borax 2. Nox -Weed No. 10 3. Approved substitutions D. LANE MARKING PAINT: Chlorinated rubber alkyd type. Comply with Fed. Spec. TT -P -115, Type III, white traffic paint. PART 3 - EXECUTION A. PLACEMENT OF BASE COURSE 1. Preparation: After subgrade has been completed as described in Section 02200, and has been approved by the A /E, apply the specified sterilizer over the entire area to be paved, applying in strict accordance with the manufacturer's recommendations. 2. Placement: a. After completion of sterilizing operations, place the specified base material over all areas to be paved. b. Compact base material, in single lift, to achieve total compacted thickness c. Bring the compacted base finish to a uniformly smooth and hard surface conforming to the lines, grades, elevations, and cross sections as indicated. 3. Tolerance: Maximum deviation when tested with a 10' straight edge, shall be plus or minus .05 foot. B. PLACING MIX: 1. General: Place asphalt concrete mixture on prepared surface, spread and strike -off. Spread mixture at minimum temperature of 225 °F (107 °C). Place inaccessible and small areas by hand. Place each course to required grade, cross - section, and compacted thickness. 2. Paver Placing: Place in strips not less than 10' wide, unless otherwise acceptable to A /E. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete base course for a section before placing surface course. 3. Joints: Make joints between old and new pavements, or between successive day's work, to ensure continuous bond between adjoining work. Construct joints to have same texture, density and smoothness as other sections of asphalt concrete course. Clean contact surfaces and apply tack coat. 02612 -2 C. ROLLING: 1. General: Begin rolling when mixture will bear roller weight without excessive displacement. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. 2. Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rolling of joints and outside edge. Check surface after breakdown rolling, and repair displaced areas by loosening and filling, if required, with hot material. 3. Second Rolling: Follow breakdown rolling as soon as possible, while mixture is hot. Continue second rolling until mixture has been thoroughly compacted to 95% maximum densdity. 4. Finish Rolling: Perform finish rolling while mixture is still warm enough for removal of roller marks. Continue rolling until roller marks are eliminated and course has attained maximum density. 5. Patching: Remove and replace paving areas mixed with foreign materials and defective areas. Cut -out such areas and fill with fresh, hot asphalt concrete. Compact by rolling to maximum surface density and smoothness. D. TRAFFIC AND LANE MARKINGS: 1. Cleaning: Sweep and clean surface to eliminate loose material and dust. 2. Striping: Apply paint with mechanical equipment to produce uniform straight edges. Apply at manufacturer's recommended rates. 3. Color: White. 4" wide. E. FIELD QUALITY CONTROL: 1. General: Test in- place asphalt concrete courses for compliance with requirements for thickness and surface smoothness. Repair or remove and replace unacceptable paving as directed by A /E. 2. Thickness: In -place compacted thickness will not be acceptable if exceeding following allowable variation from required thickness: a. Rock Base Course: I ", plus or minus. b. Surface Course: 4 ", plus or minus. 3. Surface Smoothness: Test finished surfaces of each asphalt concrete course for smoothness, using 10' straightedge applied parallel with, and at right angles to, centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for smoothness. Final surface shall be. within 1/8" plus or minus. F. PROTECTION: 1, No patching or corrections permitted for asphalt concrete paved surfaces after compacting of lift. 2. Barricade and prohibit traffic on new pavement for at least forty -eight hours after placing. . STAINS: Remove all asphalt stains from adjacent exposed surfaces. "END OF SECTION" 02612 -3 PART 1 - GENERAL A. DESCRIPTION PART 2 - PRODUCTS 1. Work included: Provide formwork in accordance with the provisions of this Section for all cast -in -place concrete as indicated. 2. Related work described elsewhere: a. Cast -in -Place concrete.- 03300 b. Concrete Reinforcement - 03200 c. Precast Wall Panels - 03411 d. Metal Fabrications 05500. B. QUALITY ASSURANCE 1. Design of formwork is the Contractor's responsibility. 2. Standards: Comply with all pertinent provisions of the ACI 318 -77, Chapter 6. 3. Formwork in accordance with ACI 347. A. FORM MATERIALS 1. Wood Forms: a. Dimensional S4S Lumber. b. 3/4" BB Class I or II EXT. APA Plyform. 2. Steel Forms: May be used at Contractor's option. 3. Earth Forms: Side forms of footings may be omitted and concrete placed directly against excavation only when requested by the Contractor and accepted by the A /E. When omission of forms is accepted, provide additional concrete (1") on each side of the minimum design profiles and dimensions shown. Form ties: Provide factory - fabricated, adjustable- length, removable or snap -off metal form ties, designed to prevent form deflection and prevent spalling concrete surfaces upon removal. 5. Forms coatings: Provide commercial formulation form - coating compounds that will not bond with, stain, nor adversely affect concrete surfaces requiring bond or adhesion, nor impede the wetting of surfaces to be cured with water or curing compounds. PART 3 - EXECUTION A. DESIGN OF FORMWORK 03100 CONCRETE FORMWORK 1. General: a. Design, erect, support, brace, and maintain formwork so that it will safely support vertical and lateral. loads that might be applied, until such loads can be supported by the concrete structure.' 03100 -1 C. FORM COATINGS:. Coat form contact surfaces with form - coating compound before reinforcement is placed. Do not allow excess form coating material to accumulate in the forms or to come into contact with surfaces which will be b. Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation, and position. c. Provide shore and struts with positive means of adjustment capable of taking up formwork settlement during concrete placing operations, using wedges or jacks or a combination thereof. d. Support form facing materials by structural members spaced sufficiently close to prevent objectionable deflection. e. Fit forms placed in successive units for continuous surfaces to accurate alignment, free from irregularities, and within allowable tolerances. f. Provide formwork sufficiently tight to prevent leakage during concrete placement. 'Solidly butt joints as required to prevent leakage and fins. B. FORM CONSTRUCTION 1. General: a. Construct forms complying with ACI 347, to the exact sizes, shapes, lines, and dimensions shown, and as required to obtain accurate alignment, location, grades, level, and plumb work in finish structures. b. Provide for openings, offsets, keyways, recesses, moldings, reglets, chamfers, blocking, screeds, bulkheads, anchorage, inserts, and other features required. D. INSTALLATION OF EMBEDDED ITEMS 1. General: Set and build into the work.anchorage devices and other embedded items required for other work that is attached to, or supported by, cast- in-place concrete. Use setting drawings, diagrams, instructions and directions provided by suppliers of the items to be attached thereto. 2. Edge forms and screeds strips for slabs: Set edge forms or bulkheads and intermediate screeds strips for slabs to obtain required elevations and contours in the finished slab surface. Provide and secure units to support types of screeds required. 3. Cleaning and tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before concrete is placed. Retighten forms immediately after concrete placement as required to eliminate mortar leaks. E. REMOVAL OF FORMS: Forms to remain in place until concrete can safely support its own weight and load thereon. Contractor is responsible for form removal and any resulting concrete damage. Repair or replace damaged concrete as directed at no additional cost to Owner. 03100-2 F. RE -USE OF FORMS: Clean and repair .surfaces of forms to be re -used in the Work. Split, frayed, delaminated or otherwise damaged form - facing material will not be acceptable. Apply new form coating compound material to concrete contact surfaces as specified for new formwork. When forms are reused for successive concrete placement, thoroughly clean surfaces, remove fins and laitances, and tighten forms to close all joints. Align and secure joints to avoid offsets. PATCHING - REPAIRING: After forms are removed, fill form holes with cement mortar mixed as dry as feasible and rammed solid. Repair voids and rock pockets. Knock fins off smooth and patch: imperfections to match adjacent surfaces. Remove telegraphed lines, sack finish and grind smooth. Rub rough 'surfaces with carborundum stone where directed. "END OF SECTION" PART 1 - GENERAL A. DESCRIPTION 1. Work included: Provide complete, in place, all steel required for reinforcement of cast -in -place concrete as shown on the Drawings. 2. Related work described elsewhere: a. Cast -in -Place Concrete. b. Concrete Formwork. 3. Definition: The term "reinforcement" as used herein, includes all reinforcement needed for concrete indicated on the drawings or required for a complete operable facility. Reinforce all concrete unless specifically noted on the drawings. If no reinforcement is shown, contact A/E for requirements. B. QUALITY ASSURANCE 1. CRSI "Manual of Standard Practice "; 2. ACI 318. C. SUBMITTALS: Submit shop drawings in accordance with Section 01000. 0. PRODUCT HANDLING 03200 CONCRETE REINFORCEMENT 1. Delivery': Deliver reinforcement to the job site bundled, tagged, and marked. Tags to indicate bar size, lengths, and other information corresponding to markings shown on placement diagrams. 2. Storage: Store reinforcement at the job site in a manner to' prevent damage and accumulation of dirt and excessive rust. PART 2 - PRODUCTS A. REINFORCING BARS: All bars for reinforcement shall be deformed, intermediate grade steel conforming with "Specifications for Billet -Steel Concrete Reinforcing Bars," ASTM A -615 and Supplement #1, Grade 60 unless specifically noted as grade 40. B. STEEL WIRE: Comply with ASTM A -82. C. CHAIRS: All chairs .and bolsters to be plastic or plastic tipped. • D. WELDED WIRE FABRIC: Comply with ASTM A -185 ' PART 3 - EXECUTION A. FABRICATION 1. General: Fabricate reinforcing bars to conform to required shapes and dimensions, with fabrication tolerances complying with CRSI Manual. In case of fabricating errors, do not rebend or straighten reinforcement in a manner that will injure or weaken the material. 2. Unacceptable materials: Reinforcement with any of the following defects will not be permitted in the Work: a. Bar lengths, .depths, and bends exceeding specified fabrication tolerances." b. Bend or kinks not indicated on Drawings or final Shop Drawings. c. Bars with reduced cross - section 'due to excessive rusting or other cause. B. INSTALLATION 1. General: a. Comply with the specified standards for details and methods of reinforcement placement and supports, and as herein specified. b. Clean reinforcement to remove loose rust and mill scale, earth, and other materials which reduce or destroy bond with concrete. c. Position, support, and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as required. d. Place reinforcement to obtain the minimum coverages for concrete protection. Arrange, space, and securely tie bars and bar supports together with 16 gauge wire to hold reinforcement accurately in position during concrete placement operations. Set wire ties so that twisted ends are directed away from exposed concrete surfaces. e. Provide sufficient numbers of .supports and of strength to carry reinforcement. Do not place reinforcing. bars more than 2" beyond the last leg of any continuous bar support. Do no use supports as bases for runways for concrete conveying equipment and similar construction loads. f. Splices: Provide standard reinforcement splices by lapping ends, placing bars in contact, and tightly wire tying. g. Obstructions: In the event conduit, pipes, inserts, sleeves, or any other items interfere with placing reinforcement as indicated, or as otherwise required, immediately notify A /E, and obtain approval on procedure before placement of concrete is started. h. Adjust reinforcement within allowed tolerance to coordinate with sleeves and inserts. i. Allow for inspection of reinforcing prior to concrete pour. "END OF SECTION" 03200 -2 r •. f` [ j 1' PART 1 - GENERAL A. DESCRIPTION 1. Work included: Provide all cast -in -place concrete, complete as indicated, including, but not necessarily limited to: a. Curbs and curb cuts in public right-of-way b. Extruded curbing c. Miscellaneous on -site concrete slabs, pads, thrust blocks, light bases. 2. Related work specified elsewhere: a. Earthwork 02200 b. Concrete Paving 02612 c. Trenching, Backfilling and Compaction 02221 d. Concrete Formwork 03100 • B. QUALITY ASSURANCE: 1. Codes and Standards: Comply with the following: a. ACI 301 "Specification for Structural Concrete for Buildings" b. ACI 305 "Recommended Practices for Hot Weather Concreting" c. ACI 306 "Recommended Practices for Cold Weather Concreting" d. ASTM C -94 "Standard Specification for Ready Mixed. Concrete" 2. Testing: Owner will employ and pay for services of independent testing laboratory, working under direction of A /E, to perform concrete test. Contractor shall cooperate and furnish tools, materials and assistance. SUBMITTALS 1. 03300 CAST -IN -PLACE CONCRETE in place, sidewalks, Mix Design: a. Prepare design mixes for each type of concrete. b.. Proportion mixes by either laboratory .trial batch or field experience methods, using materials to be employed on the Work for each class of concrete required but not less than 5 -1/2 sack mix. c. Furnish certified reports of each proposed mix for each type of concrete at least thirty days prior to start of installation of the Work of this section. D. CONCRETE STRENGTHS Dc-.Aru4 NI. a h t'.: I:; I :. PART 2 - PRODUCTS A. CEMENT: Standard brand of Portland Cement per ASTM C -150 Types I or II at Contractor's option. Use only one manufacturer's standard brand, type and grind throughout all work of a particular type. B. WATER: Clean, potable, fresh, and free from injurious amounts of oils, acids, alkalis, organic materials or other harmful substances. C. ADMIXTURES: (Agents shall both be from the same manufacturer). 1. Air entraining agent: Per ASTM C -260. 2. Water - reducing agent: Per ASTM C -494, Type A. 3. Slabs and concrete exposed to weather to have 6% air entrainment. 4. Fly ash prohibited. 5. Calcium chloride shall NOT ete. a4.4...ClowE o. D. AGGREGATE: In accordance with ASTM C -33. E. CURE HARDENER 1. At Contractor's option ensure compatibility with sealers. F. FLOOR SEALER i 44..mv= Burke Acrylic Base Chlorinated Rubber Cure /Seal /Hardener ", or approved. PART 3 - EXECUTION A. GENERAL: Place concrete in compliance with practices and recommendations of ACI 301, and herein specified. B. CONVEYING: Handle from mixer for final deposit rapidly by methods which will prevent segregation or loss of ingredients to maintain required quality of concrete. C. DEPOSITING 1. Deposit concrete continuously. When continuous placement is not possible, construction joints shall be located as approved by the A /E. Concrete shall be placed as nearly as possible to its final position, avoid rehandling or flowing. 2. Place in forms within 1 -1/2 hours after introduction of water. 3. Use of partially hardened or contaminated concrete prohibited. 03300 -2 I :. r: L:: D. CONSOLIDATION 1. Consolidate by vibration, spading, rodding, or forking. Work concrete around reinforcement, embedded items, and into corners; eliminate all air or•stone pockets and other causes of honeycombing, pitting or planes or weakness. 2. Do not use vibrators to transport concrete. 3. Do not vibrate forms or reinforcement. E. CURING AND PROTECTION 1. Immediately following placement, concrete shall be protected from premature drying, hot and cold temperatures, rain., flowing water and mechanical injury. 2. Materials and method of curing shall be approved by the A /E. Final curing shall continue for not less than seven days. 3. Approved methods include: Ponding, continuously wet mats, and liquid membrane - curing compounds. F. SLABS 1. Set screeds with instruments. 2. Deposit and consolidate concrete slabs in a continuous operation within the limits of construction joints, until the placing of a panel or section is completed. 3. Bring slab surfaces to the correct level with a straight edge, and then strike off. 4. Float, darby and hand trowel to smooth, uniform surface without use of "shakes" and /or "dryers ". 5. Slopes and tolerances: Slope slabs requiring drainage approximately 1/8" per foot unless otherwise noted. A tolerance of 1/16" plus or minus in a 6' -0" radius will be permitted in level floors. 6. Expansion /Control Joints: Sawcut expansion /control joints in locations indicated. Joint to be 1/8" x 1/3 the slab thickness. Accomplish sawcuts after finishing operations are complete and as soon as concrete is strong enough not to ravel the edges of the saw cut, but before random cracking has occurred. "Zip Strip" type control joints of a premolded plastic strip of standard manufacturers installed in accordance with manufcturer's instructions with a straight edge parting bar. G. FINISHES 1. Rough form finish: a. Provide as -cast rough form finish to formed concrete surfaces that are to be concealed in the finish Work or by any other construction. . Standard rough form finish shall be the concrete surface having the texture imparted by the form facing material used, with tie holes and defective areas repaired and patched, and all fins and other projections exceeding 1/4" in height rubbed down or chipped off. 03300 -3 • "END OF SECTION ".: EXTRUDED CURBS _ 1. .Provide machine extruded curbs of types, shape and dimensions indicated. 2. Concrete to be special no slump design for use in extruding machine. 3. Provide cold joints every 20' -0 ". 4. Bond curb to asphalt with "epoxy resin" continuously along length of curb. 5. Immediately upon completion of curb, spray with liquid membrane curing compound. Final curb should be uniform, dense, free of sags, lumps, honeycombing or other irregularities. 7. At contractor's option, pre- extruded sections may used at 90° corners or short lengths of run. . Trowel Finish: a. Apply trowel finish to monolithic slab surfaces that are to be exposed to view, unless otherwise shown, and to slab surfaces that are to be covered with resilient flooring, carpeting, paint, or other thin -film finish coating system. b. After floating, begin the first trowel finish operation using a power - dr.iven•trowel. Begin final troweling when the surface produces a ringing sound as the trowel is moved over the surface. • Consolidate the concrete surface by the final hand troweling operation, free from trowel marks, uniform in texture and appearance, and with a surface plane tolerance not exceeding 1/8" in 12' -0 straightedge. d. Grind smooth those surface defects which would telegraph through apilied floor covering system. • Nonslip broom finish at sidewalks and exterior slabs: a. Apply nonslip broom finish to exterior concrete platforms,'steps, and ramps, and as indicated. • Immediately after trowel finishing, slightly roughen the concrete surface by brooming in the direction perpendicular to the main traffic route. Use a fiberbristle'broom. c. Coordinate the required finish with the A/E prior to application. 4. Chemical hardener finish: a. Apply chemical hardener finish to exposed interior concrete floors as indicated. b. Apply liquid chemical hardener after disappearance of water sheen on, the concrete surface. r- L : PART 1 GENERAL A. DESCRIPTION 1. Work included: Fabrication and erection of precast concrete wall panels for use of building walls and enclosures. Includes special finishes and textures. 2. Related work specified elsewhere: a. Concrete Formwork 03100 b. Concrete Reinforcement 03200 c. Cast -in -Place Concrete 03300 d. Metal Fabrications 05500 e. Sealants 07900 f. Painting 09900 B. QUALITY ASSURANCE 1. Testing: Owner will employ and pay for services of independent testing laboratory, working under direction of A/E to perform concrete test. Contractor shall cooperate and furnish materials and assistance. C. SUBMITTALS 1. Shop drawings in accordance with Section 01000 include: a. Inserts, anchors and embedded items. b. Ledgers and Ledger bolting. c. Dimensions. d. Reveals.. e. Reinforcing size and spacing and arrangement. f. Erection drawing showing panel locations. g. Layout of panels on building floor slab. PART 2 PRODUCTS A. CONCRETE: 03411 PRECAST WALL PANELS 1. In accordance with Section 03300 Cast -in -Place Concrete. 2. f'c =3,000 p.s.i. at 28 days maximum slump 3 "; slump tolerance plus 1" minus 1 ". 3. Concrete to reach 60% of 28 day strength'7 day test break or be subject to immediately rejection. B. REINFORCEMENT: In accordance with Section 03200 Concrete Reinforcement. C. BOND BREAKER: At Contractor's option, ensure compatibility with final floor surfaces and finishes. 03411 -1 PART 3 EXECUTION A. COORDINATION 8. ERECTION C. FINISHES D. WELDING 1. Coordinate with other trades to ensure proper placement of sleeves and embedded items. 2. Lifting inserts and additional reinforcing for panel lift is responsibility of the Contractor. 1. Placing: Accurately position, shim and plumb all panels prior to grouting welding, and /or bolting final connections: 2. Tolerances: a. Wall surfaces: 1/8" in 12' -0" or 3/16" over any length or height of wall panel over 20' -0 ". b. Horizontal alignment in place 1/8" in l0' or 3116" over any length or height of wall panel over 20' -0 ". c. Vertical: 1/8" plus or minus within indicated elevation. 3. Shimming: a. Shim with minimum 6 x 6 bearing plates at location of panel connection to footing. b. Where continuous strip type footings exist, shim at third points of panel or at each panel /footing connection location. 4. After final connections are made dry, pack or grout along panel length where panel is supported by footing. 5. Bracing: a. Brace and support panels during erection to ensure proper alignment and safety until permanent connections are inside. b. Bracing to remain in place until roof diaphragm is complete. 1. All colors, textures to be uniform throughout the panel work. 2. Repair voids and rock pockets, knock fins off, smooth and patch imperfections to match adjacent surfaces. 3. Panel surface to be free of bond breaker and dirt laitance or other ( material detrimental to application of final painted surfaces. If necessary, power wash to clean to achieve necessary cleanliness for final finish. 4. Grout or dry pack all lifting insert holes in wall panels and floor slabs, L patches to be smooth, even and flush with final surface. 5. Provide steel troweled finish in all locations. 1. Weld all final connections in accordance with A.W.S. Standards with welding executed by certified welders. 2. 1/4 "fillet weld with E70XX electrodes unless noted otherwise. G. PART u. CLOSE OUT H. All conduit under building slab and at wall penetrations shall be rigid PVC per code. As allowed by local code, secondary electrical conduit below grade, but exterior to the building, may be rigid PVC conforming to the Uniform Electrical Code for such application. All other conduit rigid galvanized steel, per code. Provide code required trenching depth, protective•backfill and cover for such piping to ' protect from damage. 4.1 COMPLETION A. Work will not be considered complete until all test certificates and as— built drawings are received and found to be acceptable by the owner. GUARANTEE The Contractor shall guarantee .211 materials ; and workmanship for a period of one (1) year,. from the:date of final approval and acceptance. And shall; remedy, without:cost to the owner, any defects, providing same are not the result•of misuse, abuse, or'.. lack of proper maintenace on the part of the owner. The presence of an inspector, during construction, does not relieve the contractor from responsibility for defects discovered after completion of work. • C. Should any work fail to comply with the requirements or be improperly installed, such work shall be removed and replaced at no additional cost, to the owner. END OF SECTION 3. Coat all welded connections embedded in earth with bituminous paint prior to backfilling. "END OF SECTION" PART 1 GENERAL A. DESCRIPTION 1. Work included: Grout and epoxy bond for areas indicated on the drawings and in specifications. 2 Related work described elsewhere: a. Precast Wall Panels 03411 b. Metal Fabrications 05500 B. QUALITY ASSURANCE 1. Codes and Standards: ' Follow recommended practices of Uniform Building Code 1988 Edition and related U.B.C. Standards. 2. Manufacturer's representative shall provide technical assistance to insure that all work in this section is executed in accordance with manufacturer's recommendations. Do not place grout unless temperature of materials is a minimum of 40 degrees fahrenheit for three (3) days prior to installation. PART 2 PRODUCTS A. GROUT 1. Masterflow 713 as manufactured by Master Builders Products for, all structural steel . to concrete and concrete reinforcing to concrete as indicated on drawings and in specifications. Embeco 201 as manufactured by Master Builders. Products for grouting of anchor bolts and reinforcing steel. Do not use where subject to exterior weathering conditions. 3. Others with A /E's written approval. B. EPDXY BONDING AGENT 1. Probond ET -820 as manufactured by Protex Industries, Inc.. or approved equal. . PART 3 EXECUTION A. Install all materials in this section in strict accordance with manufacturer's' written instructions. B. All surfaces should be clean and free of loose scale, concrete aggregate, or other deleterious materials. "END.OF SECTION" . 03600 GROUT AND CONCRETE BONDING AGENTS 03600 -1 • PART 1 GENERAL A. DESCRIPTION 05500 METAL FABRICATIONS 1. Work included: Provide all miscellaneous metal and metal fabrications, complete, as indicated, including, but not limited to the following: a. Building column, base plates, beam seats, bearing plates, etc. b. Handrails, guardrails, stairs, and other miscellaneous fabrications. c. Bolts and anchor bolts. d. Inserts and expansion anchors. e. Miscellaneous anchorage devices, cast -in -place concrete. B. RELATED WORK SPECIFIED ELSEWHERE: Other metal items are specifically called for and described in other Sections. C. QUALITY ASSURANCE 1. Steel shall be detailed, fabricated and erected in accordance with the Standard Specification for the Design Fabrication and Erection of Structural Steel for Buildings of the American Insti•tute of Steel Construction (AISC) latest, edition and in accordance with all applicable codes. 2. Materials: New, free from defects impairing strength, durability, appearance. 3. Welding: Perform all shop and field welding required in connection with the work of this Section, adhering strictly to the current pertinent recommendations of the American Welding Society. 4. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication, where possible. Do not delay job progress; allow for trimming and fitting where taking field measurements before fabrication might delay work. 5. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. D. SUBMITTALS 1. Shop drawings in accordance with Section 01000. 2. Fabricators proposed shop coat paint specifications. 3. Furnish setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, such as concrete inserts, anchor bolts, and miscellaneous items having integral anchors, which are to be embedded in concrete construction. Coordinate delivery of such items to project site.. 05500 -1 is. PART 2 PRODUCTS A. STEEL PLATE, SHAPES, AND BARS: ASTM A -36. B. PIPE: .ASTM A -53. C. STEEL SQUARE OR RECTANGULAR TUBES: ASTM A -500 Grade B. D. CONCRETE INSERTS: Approved manufacturers : Burke, Superior, of size and type indicated. E. FASTENERS: 1. Genera): Provide zinc- coated fasteners for exterior use or where built into exterior walls. Select fasteners for the type, grade and class required. 2. Bolts and Nuts: Regular hexagon head type, ASTM A 307, Grade A. 3. Lag Bolts: Square head type, FS FF -B -561. 4. Machine Screws: Cadmium plated steel, FS FF -S -92. 5. Wood Screws: Flat head carbon steel, FS FF -S -111. 6. Plain Washers: Round, carbon steel, FS FF -W -92. 7. Masonry Anchorage Devices: Expansion shields, FS FF -S -325. 8. Toggle Bolts: Tumble -wing type, FS FF -B -588, type, class and style as required. 9. Lock Washers: Helical spring type carbon steel, FS FF -W -84. F. Paint: a. Metal Primer Paint: Red lead mixed pigment, alkyd varnish, linseed oil paint, FS TT -P -86, Type II; or red lead iron oxide, raw linseed oil, alkyd paint, Steel Structures Painting Council (SSPC) Paint 2- 64; or basic lead silico chromate base iron oxide, linseed oil,' alkyd paint, FS TT -P -615, Type II.. . Primer selected must be compatible with finish coats of paint. Coordinate selection of metal primer with finish paint requirements specified in Division 9. G. EXPANSION ANCHORS: 1. Molly "Parabolt ". 2. Install expansion anchors in accordance with manufacturer standard embedment requirements. H. ELECTRODES FOR WELDING: Comply with AWS Code, with ASTM A233 E70XX electrodes. Verify concrte reinforcing. Steel weld characteristics and weld per manufacturer's recommendations. 05500 -2 PART 3 - EXECUTION A. FABRICATION, GENERAL: 1. Workmanship: a. Use materials of size and thickness indicated or, if not indicated, as required to produce strength and durability in finished product for use intended. Work to dimensions shown or accepted on shop drawings, using proven details of fabrication and support. Use type of materials shown or specified for various components of work. b. Form exposed work true to line and. level.with accurate angles and surfaces and straight sharp edges. Ease exposed edges to a radius of approximately 1/32" unless otherwise shown. Form bent -metal corners to smallest radius possible without causing grain separation or otherwise impairing work. c. Weld corners and seams continuously, complying with AWS recommendations. At exposed connections, grind exposed welds smooth and flush to match and blend with adjoining surfaces. d. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possible. Use exposed fasteners of type shown or, if not shown, Phillips flat -head (countersunk) screws or bolts. e. Provide for anchorage of type shown, coordinated with supporting structure. Fabricate and space anchoring devices to provide adequate support for intended use. f. Cut, reinforce, drill and tap miscellaneous metal work as indicated to receive finish hardware and similar items. 2. Shop Painting: a. Shop paint miscellaneous metal work, except members or portions of members to be embedded in concrete or masonry, surfaces and edges to be field welded, and galvanized surfacers, unless otherwise indicated. b. Remove scale, rust and other deleterious materials before applying shop coat. Clean off heavy rust and loose mill scale in accordance with SSPC SP -2 "Hand Tool Cleaning ", or SSPC SP -3 "Power Tool Cleaning ", or SSPC SP-7 "Brush -Off Blast Cleaning ". c. Remove oil, grease and similar contaminants in accordance ,with SSPC SP -1 "Solvent Cleaning ". d. Immediately after surface preparation, brush or spray on primer in accordance with manufacturer's instructions, and at a rate to provide uniform dry film thickness of 2.0 mil for each coat. Use painting methods which will result in full coverage of joints, corners, edges and exposed surfaces. e. Apply one shop coat to fabricated metal items, except apply two coats of paint to 'surfaces inaccessible after assembly or erection. Change color of second coat to distinguish it from the first. • C. PREPARATION D. INSTALLATION B. MISCELLANEOUS METAL FABRICATIONS: 1. Rough Hardware: a. Furnish bent or otherwise custom fabricated bolts, plates, anchors, • hangers, dowels and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete or other structures. Straight bolts • and other stock rough hardware items are specified in Division 6 sections. b. Fabricate items to sizes, shapes and dimensions required. Furnish malleable iron washers for heads and nuts which bear on wood structure connections;' elsewhere, furnish steel washers. 2. Loose Bearing and Leveling Plates: Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction, made flat, free from warps or twists, and of required thickness and bearing area. Drill plates to receive anchor bolts and for grouting as required. Galvanize after fabrication. Miscellaneous Steel Trim: Provide shapes and sizes for profiles shown. Except as otherwise indicated, fabricate units from structural steel shapes and plates and steel bars, with continuously welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings and anchorages as required for coordination of assembly and installation with other work. Brackets, Flanges, Fittings and Anchors: Provide wall brackets, end closures, flanges, miscellaneous fittings and anchors for interconnections of pipe and attachment of railings and handrails to other work. Furnish inserts and other anchorage devices for connecting railings and handrails to concrete or masonry work. 1. Coordinate and furnish anchorages, setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, such as concrete inserts, sleeves, anchor bolts and miscellaneous items having integral anchors, which are to be embedded in concrete or masonry construction. Coordinate delivery of such items to project site. 1. Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in -place construction; including, threaded fasteners for concrete and masonry inserts, toggle bolts, through - bolts, lag bolts, wood screws and other connectors as required. ▪ Cutting, Fitting and Placement: Perform cutting, drilling and fitting .required for installation of miscellaneous :metal fabrications. Set work accurately in location, alignment and elevation, plumb, level, true and free or rack, measured . from established lines and levels. Provide temporary bracing or anchors in formwork for items which are to be built into concrete, masonry or similar construction. . Fit exposed connections accurately together to form tight hairline joints. Weld connections which are not to be left as exposed joints, but cannot be shop welded because of shipping size limitations. Grind exposed joints smooth and touch up shop paint coat.,, Do not. weld, ,cut or abrade the .surfaces of .exterior units which: have been hot -dip galvanized after ,fabrication, and are' intended for bolted or screwed field connections. Field Welding: Comply with AWS Code for procedures of manual shielded metal -arc welding, appearance and quality of welds made, and methods used in correcting welding work: . Setting Loose. Plates: • a. Clean concrete and masonry bearing surfaces of any bond - reducing materials,, and roughen:to improve bond to surfaces. Clean bottom surf ace of bearing plates. . Set loose leveling and bearing plates on wedges, or other adjustable devices. After the bearing:members have been positioned and plumbed, tighten the anchor bolts. Do not remove wedges or shims, but if :.protruding, cut -off flush with the edge of the bearing plate before packing with grout. Use metallic non - shrink grout : .in concealed locations where not exposed to moisture; use non - metallic non- shrink grout In exposed.locations, unless otherwise indicated. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. . 05500- ADJUST AND CLEAN: Touch -Up Painting: Immediately after erection, clean field welds, bolted connections and abraded areas of shop paint, and paint exposed areas with' same material as used for shop painting. Apply by brush or spray to provide a minimum dry film thickness of 2.0 mils: For galvanized surfaces: Clean field welds, bolted connections and abraded areas and apply two coats of galvanizing repair, paint. SECTION I L. r• L.: L L: 4' • PART 1 GENERAL A. DESCRIPTION B. QUALITY ASSURANCE: . PRODUCT HANDLING 06100 ROUGH CARPENTRY 1. Work included: Provide the following: a. b. Structural framing for roofs, such as purlins and subpurlins. c. Blocking, bridging, backing, plates, ledgers. d. Plywood sheathing. e. •Najls, connectors and hangers, bolts, washers, screws and other roof hardware. 2. Related work specified elsewhere: a. Concrete. Formwork 03100 b. Cast -in -Place Concrete 03300 c. Glue Laminated Beams 06180 e. Built -Up Bituminous Roofing 07510 3. Contractor's Option: Interior bearing and nonbearing wood stud walls may be constructed with light gauge metal framing. Coordinate gauges and sizes with A /E. 1. Lumber Standards: Comply with PS 20 and with applicable rules of the respective grading and inspecting agencies for species and products indicated. 2.. Plywood Product Standards: Comply with PS 1 (ANSI _ A 199.1) -or, ` for products not manufactured under PS 1 provisions, with applicable APA Performance Standard for type of panel indicated. Lumber and plywood shall be new, clean stock of pieces and grades indicated for various uses. • All materials grade trademarked in accordance with one of the following agencies: a. West Coast Lumber Inspection Bureau (WCLIB) "Standard Grading Rules for West Coat Lumber ". b. Western Wood Products Association (AWPA) "Grading Rules for Western Lumber" c. American Plywood Association (APA). 1. Protection: a. Store all materials in such a manner as to ensure proper ventilation and drainage, and to protect against ' damage and the weather. b. Keep all materials clearly identified . with all grade marks legible. Keep'a11 damaged material clearly identified as damaged, and store separately to prevent its inadvertent use. 06100 -1 t. D. MISCELLANEOUS MATERIALS: c. Do not allow installation of damaged or otherwise non - complying material. 2. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the A/E and at no additional cost to the Owner. PART 2 - PRODUCTS A. LUMBER, GENERAL 1. Moisture content: Maximum 19% unless noted otherwise. 2. Surface Dressing: S4S B. STRUCTURAL,FRAMING 1. Purlins: see Framing Plan 2. Subpurlins: 2 x 4 Douglas Fir #1 fb = 2050 2 x 6 Douglas Fir #2410= 11 3. Studs: C. PLYWOOD (teEl. -� 1. Nailing for plywood sheathing is indicated on the drawings. 2. Subflooring: APA rated sheathing: 3/4" tongue and groove long edges 48/24, exposure I. Glue nail to structure. 3. Wall Sheathing: APA rated - sheathing 1/2" square edge 42/0, exposure 2 4. Roof Sheathing: APA rated sheathing 5/8" Ce; P.. /) USG. UNc 1. Fasteners and Anchorages: Provide size, type, material and finish as indicated and as recommended by applicable standards, complying with applicable Federal Specifications for nails, staples, screws, bolts, nuts, washers and anchoring devices. Provide metal hangers and framing anchors of the size and type recommended by the manufacturer for each use including recommending nails. 2. Where rough carpentry work is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners and anchorages with a hot -dip zinc coating (ASTM A 153). E. BUILDING PAPER: Asphalt saturated felt, non - perforated, ASTM 226. F. MISCELLANEOUS LUMBER: 1. Provide wood for support or attachment of other work including cant strips, bucks, nails, blocking furring; grounds, stripping and similar members. Provide lumber of sizes indicated, worked into shapes shown, and as indicated. rr, . r 2. Moisture content: 19% maximum for lumber items not specified to receive wood preservative treatment. 3. Grade: Construction Grade light framing size lumber of Douglas Fir #2 or Hem Fir #2. G. WOOD TREATMENT: 1. Preservative Treatment: Where lumber or plywood is indicated as pressure treated or is specified herein to be treated, comply with applicable requirements of AWPA Standards C2 (Lumber) and C9 (Plywood) and of AWPB Standards listed below. Mark each treated item with the AWPB Quality Mark Requirement's. 2. Pressure -treat above - ground items with water -borne preservatives complying with AWPB LP -2. After treatment, kiln -dry to a maximum moisture content of 15 %. Treat indicated items and the following: a. Wood cants, nailers, curbs, blocking, stripping and similar members in connection with roofing, flashing, vapor barriers and waterproofing. b. Wood sills, sleepers, blocking, furring, stripping and similar concealed members in contact with masonry or concrete. 3. Complete fabrication of treated items prior to treatment where possible. If cut after treatment, coat cut surfaces with heavy brush coat of same chemical used for treatment. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. PART.3 - EXECUTION A. INSTALLATION: 1. Discard units of material with defects which might impair quality of work, and units which are too small to use in 'fabricating work with joints or optimum joint arrangement. 2. Set carpentry work accurately to required levels and lines, with members plumb and true and accurately cut and fitted. 3. Securely attach carpentry work to substrate by anchoring and fastening as shown and as required by recognized standards. Countersink nails heads on exposed carpentry work and fill holes. 4. Stockpiling: Stockpile all materials sufficiently in advance of need to ensure their availability in a timely manner for this work. 5. Finish all bearing surfaces on which structural members are to rest so as to give sure and even support. Where framing members slope, cut or notch the ends as required to give uniform bearing surface. 6. Do not notch, bore, or cut members for pipes, ducts, conduits, or other reasons except as shown on the Drawings or as specifically approved by the A /E. 7. Bolting: Drill holes 1/16" larger in diameter than the bolts being used. Drill straight, and true from one side only. Bolt threads shall not bear on wood. Use washers under head and nut where both bear on wood; use washers under all nuts. 8. Screws: For lag screws and wood screws, pre -bore holes same diameter as root of thread; enlarge holes to shank diameter for length of shank. Screw, do not drive, all lag screws and wood screws. 06100 -3 ft . Nailing: a. Nailing Schedule: In accordance with Table 25 -Q, 1982 Edition, Uniform, Building Code. 1.)tr . Use common wire nails, except as otherwise indicated. Use finishing nails for finish work. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; predrill as required. WOOD GROUNDS, NAILERS, BLOCKING AND SLEEPERS: 1. Provide wherever shown and where required for screeding or attachment to other work. Form . to shapes as shown and cut as required for true l i n e and level of work to be attached. Coordinate location with other work involved: • Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise shown. Build into masonry during installation of masonry work. Where possible, anchor to .,. formwork before concrete placement. • Provide permanent grounds of dressed, preservative treated, key- bevelled lumber not less than 1-1/2" wide and of thickness required to bring face of ground to exact thickness of finish material involved. Remove temporary grounds when no longer required. • INSTALLATION OF PLYWOOD: Comply with applicable recommendations contained in Form No E 304, "APA Design /Construction Guide Residential and Commercial ", for types of plywood products and applications indicated. "END OF SECTION" ' • PART 2 -PRODUCTS 2. Camber: For beams supporting roof loads, camber for dead load + half live load. 3. Adhesive: Exterior glue 4. Appearance: •Industrial grade 5. Top tension laminations on cantilevered • beams. 6. Wrap I 06180 GLUE LAMINATED BEAMS PART 1 - GENERAL. A. DESCRIPTION: Provide structural glue laminated beams of size and number indicated. 6. QUALITY ASSURANCE 1. Fabricator: Glue laminated beam fabricator shall be approved and licensed by American. Institute of Timber Construction (AITC). Prior to delivery of glue laminated beams to job site, deliver to the A/E "AITC Certificate of Performance" covering the products furnished: 2. Manufactured glu -lams complying with ANSI /AITC 190.1. C. SUBMITTALS: Shop drawings, in accordance with Section 01000. D. PRODUCT HANDLING 1. Storage: Store on blocks and protect from weather and other damage. Avoid exposure to rapid changes in temperature or moisture content. 2. Protection: Protect members as required during unloading, handling, storage, and erection including necessary temporary protections due to subsequent work by other trades. A. BEAMS PART 3 - EXECUTION A. Members plumb, level, square, and in alignment with required lines, levels, dimensions and elevations. B. All fastenings shall fit properly and be drawn tight. C. BRACING: Provide adequate temporary bracing for all members until permanent .connectors can be secured. . "END OF SECTION" 06180 -1 r• L. PART 1 - GENERAL A. DESCRIPTION 1. Work included: Provide all built -up bituminous roofing complete, in place, as shown on the Drawings specified herein. 2. Related work described elsewhere: a. Rough Carpentry 06100 b. Flashing and Sheet Metal 07610 B. QUALITY ASSURANCE 1. Qualifications of manufacturer: Products used in the work of this section shall be produced by manufacturers regularly engaged in the manufacture of similar items and with a history of successful production acceptable to the A /E. 2. Qualification of subcontractor: The subcontactor and his personnel shall be currently approved by the manufacturer as qualified to install the materials of this Section. 3. Bond: Perform work and make provisions to conform completely to manufacturer's bond requirements. Do not include bond fee in bid. The Owner has the option of requiring a bond and if issued, fee will be paid by Owner. 4. Roofing inspections: Make all required notifications and secure all required inspections by the manufacturer of the approved materials to facilitate issuance of the specified roof guarantee. SUBMITTALS Complete materials list of all items proposed to be furnished and installed under this Section. 2. Manufacturer's specifications and other data required to demonstrate compliance with specified requirements. 3. Manufacturer's recommended methods of installation. The manufacturer's recommended methods of installation, when approved by the A /E, will become the basis for inspecting and accepting or rejecting actual installation procedures used on the. Work. D. PRODUCT HANDLING 07510 BUILT -UP BITUMINOUS ROOFING 1. Delivery and storage: a. Deliver all packaged materials to the job site in their original unopened containers with all labels intact and legible at time of inspection. b. Store all materials in an approved manner, protecting from contact with soil and from exposure to the elements. c. For 24 hours immediately before laying, stack felt rolls on end and store in an area maintained at a temperature no lower than 10 degrees C (50 degrees F). . 2. Protection: Use all means necessary to protect the materials of this Section before, during and after installation and to protect the work and materials of all other trades. 3. Replacements: In the event of damage, immediately make all replacements necessary to the approval of the A/E at no additional cost to the Owner. E. GUARANTEE 1. Upon completion of the work of this Section, and as a condition of its acceptance, deliver to the Owner a written guarantee signed by the Contractor and the installing subcontractor agreeing to maintain the roofing and flashings in a waterproof condition for at least two years following installation, and without additional cost to the Owner. 2. During,the Maintenance Period, the General Contractor and the roofing installer agree that within 24 hours of receipt of notice from the Owner they will inspect and make immediate emergency repairs to defects or to leaks in the built -up roof system and related metal work. They further agree that within a reasonable time they will restore the affected items to the standard of the original specifications. All emergency and permanent work during the life of the agreement to maintain built -up roof system will be done without cost to the Owner, except in the event it is determined that such leaks were caused by abuse, lightning, hail storm, other unusual climatic phenomena of the elements, or failure of related work (except related roof metal work included under the agreement) installed by other parties. 3. Agreement to maintain roofing system shall be in written form acceptable to the Owner. PART 2 - PRODUCTS A. BUILT -UP ROOF ASSEMBLY: 1. Owens Corning Fiberglas specification 3 µ4/3 its. g►- / -lV•oin. approved equal. 1 t4v_m_fsT4ot 4 : 2 i tc C, t 14=it.. t11. C,�*� , B. CANT STRIPS: Mineral fiber cants as made or recommended by roofing material manufacturer. C. FASTENERS ACCESSORIES: Provide all necessary mechanical fasteners and accessories made or recommended by roofing manufacturer required for complete installation. o, 7a �. tt r- t.c. lt- �L-& 1 -4 ; � 2 c�� cam. e Laa4 , PART 3 - EXECUTION A. SURFACE CONDITIONS 1. Oryness of substrate: Do not commence installation of roofing over roof system until all substrata are sufficient dry to satisfactorily receive this installation. 2. Other conditions: Verify that substrates are smooth, dry, clean, and free from sharp projections and depressions, properly graded to outlets, . and that all metal fittings are in place prior to start of installation of roofing. • Thoroughly inspect roof deck and remove all nails or fasteners not completely embedded on roof structure (shiners). • INSTALLATION • 1. Roofer to apply roofing in strict accordance with manufacturer's latest printed instructions. 2. Do not bring or lay roofing unless temperature is at. least 40° and rising or unless otherwise specified in writing. Apply and install built -up roofing without interruptions until complete, or cover and protect exposed edges of roofing at end of each work day with glaze coat of bitumen. . Apply 1' -0" wide mineral cap material over metal straps on roof, extend mineral cap 6" beyond end of each strap. Cap material applied prior to application of base sheet. Invert cap and set in mastic over strap. . CANT STRIPS: In angles of roof deck and vertical walls or curbs, provide the indicated cant strips, fittings flush at ends and to wall surface. . VENT PIPE FLASHING 1. Install new flashings, set on top of first ply of base sheet and seal with a (6 ") wide strip of flashing set in asphalt. Cut a collar of base sheet to fit around the vent and overlap the flange 12" on all sides, placed in asphalt. After roofing has been applied, form a plastic cant around base of vent. MEMBRANE FLASHINGS: Provide base flashings in accordance with manufacturer's standard details. . MECHANICAL UNIT CURBING: Provide curbs at all mechanical units minimum 6" high. Curbs to be attached to roof deck, canted and mopped into roofinembrane. system. Provide crickets at HVAC to prevent ponding. "END OF SECTION" PART 1 - GENERAL A. DESCRIPTION 07610 FLASHING AND SHEET METAL 1. Work included: Provide all flashing and sheet metal not specifically described in other sections of these specifications but required to prevent penetration of water through exterior shell of the building. 2. Related work described elsewhere: a . b. Painting 09900 B. QUALITY ASSURANCE 1. Quality standards:. In addition to complying with all pertinent codes and regulations, comply with all pertinent recommendations contained in "Architectural Sheet Metal Manual ", current edition, of the Sheet Metal and Air Conditioning Contractors National Association. 2. Standard commercial items may be used for flashing, trim, and reglets, provided all such items meet or exceed the quality standards specified herein. PART 2 - PRODUCTS A. FLASHING St gauge prefinished sheet metal in accordance with ASTM A 526 CQ. for all items unless indicated otherwise. C. NAILS, RIVETS, AND FASTENERS: Use only soft iron rivets having rust - resistive coating, galvanized nails, and cadmium plated screws and washers in connection with galvanized iron and steel. D. SOLDER on galvanized sheet steel, shall conform to ASTM 6 -32. E. OTHER MATERIALS: All other materials not specifically described but required for a complete and proper installation of the work of this Section shall be new, first quality of their respective kinds. F. REGLET: Fry Reglet Corporation, Glendale, California, with counter flashing and miscellaneous framing anchors of type best suited for intended use. PART 3 - EXECUTION A. GENERAL 1. Form all sheet metal accurately and to the dimensions and shapes required, finish all molded and broken surfaces with true, sharp, and straight lines and angles, and where intercepting other members, cope to an accurate fit and solder securely. 2. Unless otherwise specifically permitted by the A /E, turn all exposed edges back 1/2 ". ' 3. Expansion: Form, fabricate and install all sheet metal so as to adequately provide for expansion and contraction in the finished work. 4. Weatherproofing: a. Finish watertight and weathertight where so required. b. Make all lock seam work flat and true to line, sweating full of solder. c. Make all lock seams and lap seams, when soldered, at least 1/2" wide. d. Where lap seams are not soldered, lap according to pitch but in no case less than 3 ". e. Make all flat and lap seams in direction of flow. 5. Dissimilar metals: Keep from direct contact by applying one coat of bituminous paint or by felt membrane separation. B. JOINTS 1. Join parts with rivets or sheet metal screws where necessary for strength or stiffness. 2. Provide suitable watertight expansion joints for all runs of more than 40', except where closer spacing is indicated on the Drawings or required for proper installation. . FASTENING 1. Wherever possible, secure metal by means of clips or cleats without nailing through the metal. • 2. In general, space all nails, rivets and screws not more than 8" apart, and where exposed to the weather, use lead washers. D. EMBEDMENT: Embed all metal in connection with roofs in a solid bed of sealant. E. SOLDERING: 1. Thoroughly clean and tin all joint materials prior to soldering. 2. Perform all soldering slowly with a well heated copper in order to heat the seam thoroughly and to completely fill them with solder. 3. Make all exposed soldering on finished surfaces neat, full flowing and smooth. 4. Cleaning: After soldering, thoroughly wash acid flux with a soda solution. F. TESTS: Upon request of the A /E, demonstrate by hose or standing water that all flashing and sheet metal is completely watertight. "END OF SECTION" 07610 -2 } PART 1 - GENERAL A. DESCRIPTION B. SUBMITTALS. BACK -UP MATERIAL Sealant for interior surfaces: 1. "Tremcof s Acrylic Latex," or approved. 07900 SEALANTS 1. Work: Seal or caulk joints between dissimilar materials for watertight seal. Provide watertight caulked joints at all building exterior locations where possible water penetration through joint may occur. If caulking systems for such joints not shown, provide as specifically approved. 2. Terminology: Where the words "sealant" or "caulking" are used in this text, they shall be considered to be synonymous and shall mean sealant or caulking compounds as specified under PRODUCTS Article. 3. Related work specified elsewhere: a. Precast Wall Panels Section 03411 b. Rough Carpentry Section 06100 1. Manufacturer's Printed Instructions: Submit three copies of the caulking manufacturers complete current printed instructions covering installation of such material intended for use on this project. 2. Sample of each type of sealant and backing to be used. 3. Manufacturer's standard color selection. C. PRODUCT HANDLING 1. Deliver materials in unbroken packages with manufacturer's labels-thereon. Store materials in locations as directed until ready for use. Do not use packages or material showing evidence of water or other damage. Use materials within the recommended shelf life indicated in manufacturer's printed instructions. PART 2- PRODUCTS A. Sealant for horizontal and vertical joints on precast and tilt -up concrete and other precast panels and cur walls: 1. "Tremco' s Dymeric," or approved. G, Polyethylene foam rod of non - adhering type recommended by sealant' Manufacturer. 1. Diameter 1/3 greater than width of joint where it is to be installed. a. Polystyrene foam not acceptable. 07900 -1 B. Back-Up: 2.3 COMPRESSIBLE JOINT FILLER A. Kinetic low- density fiberglass, Consolidated Kinetics Corporation Type Lb, or approved. 3.4 INSTALLATION, APPLICATION, PERFORMANCE A. Workmen: Installed by skilled mechanics/ "Specialist," as defined 00810. C. Sealing: 1. Apply sealant in accordance with manufacturer's directions. 2. Seal joints before final coat of finish is applied to adjacent surfaces. a. Install backing. b. Gun -apply using proper sized nozzle. 1) Fill joint so as to establish thickness -to -width ratio, in accordance with Manufacturer's recommendations for elastic strain. E. Maintain edge surfaces adjacent to joints clean and free of caulking stain and excess material. Trim joints as required per manufacturer's printed instructions. 07900 -2 t • 1 • ▪ Do not apply caulking materials to a "bleeding" type of surface, such as asphaltic or other oil- emitting types. Where such material occurs at caulking joint (roofing, etc.), isolate from caulking with gasket filler.. • Avoid mixing any water in caulking mixture before and during application. not thin material. t• : i ' • PART 2 - PRODUCTS L' A. DOORS: 1. 1 -3/4" full flush, fabricated from two sheets 18 gauge steel with no L visible seams on either face. Doors'shall be reinforced, stiffened, insulated, sound deadened. Doors shall be bonderized and finished as standard one -coat baked -on prime coat. Provide top caps on exterior door. PART 1 - GENERAL A. DESCRIPTION 1. Work included: Provide hollow metal doors and door frames of size, type and thickness indicated and scheduled. . 2. Related work described elsewhere: a. Precast Wall Panels 03411 b. Finish Hardware 08710 • B. QUALITY ASSURANCE 08110 HOLLOW METAL WORK 1. Materials: All material used in the fabricating of steel doors and frames shall be free from defects impairing strength, durability, appearance. Doors shall conform to Commercial Standard CS 242 -62 and PS4 -66. 2. Doors and Frames in accordance with Standard Steel Door Institute (S.D.I.) recommendations. S.D.I. 100 -78. 3. Doors and frames to be of a single manufacturer. '4. Hardware a. Reinforce, drill and tap doors and frames to receive mortised hinges, locks, latches, flush bolts and concealed closers as required. b. Hardware preparation in accordance with S.D.I. 107. c. Contractor to drill and tap for surface applied hardware in accordance with S.D.I. 107. C. SUBMITTALS 1. Shop drawings in accordance with Section 01000. D. PRODUCT HANDLING 1. Delivery and Storage: Deliver and store doors and frames at the job site in dry area, complete protection between doors to insure against surface damage. Take special care at all times to prevent staining of door surface. Carry doors and frames when moving them; do not drag; do not slide one door across another. 2. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the A/E and at no additional cost to Owner. 08110 -1 • PRIME COAT TOUCHUP Immediately after erection, sand smooth all :rusted, .or, damaged areas of prime coat and apply touch up compatible primer. Touch up is responsibility of door instal ler.; ''END OF. SECTION" adjust doors before 08110 -2 MISCELLANEOUS FASTENERS AND ACCESSORIES: As made or recommended by door manufacturer. PART 3.- .EXECUTION A. INSTALLATION: Plumb, straight, true, rigidly secured in. place, properly braced .with 1/8" in 2" level and .1/16" equal margin . 6 FIT AND INSTALL SPECIFIED HARDWARE to operate freely and. final 'acceptance: PART 1 - GENERAL A. DESCRIPTION 08360 SECTIONAL OVERHEAD DOORS 1. Provide vertical lift steel sectional doors as indicated and'scheduled. 2. Related work specified elsewhere: a. Precast Wall Panels 03411 B. QUALITY ASSURANCE 1. Provide each sectional overhead door as a complete unit produced by one manufacturer, including frames, sections, brackets, guides, tracks, counterbalance mechanisms, hardware, operators and installation accessories, to suit openings and head room allowable. 2. Inserts and Anchorages: Furnish inserts and anchoring devices set in concrete for installation of units. Provide setting drawings, templates, and directions for installation of anchorage devices. Coordinate delivery with other work to avoid delay. 3. Wind Loading: Design and reinforce sectional overhead doors to withstand a 30 lb. per sq. ft. wind loading . pressure. C. SUBMITTALS: 1. Product Data: Submit manufacturer's product data, roughing -in diagrams, and installation instructions for each type and size of overhead door.' Include manufacturer's operating instructions and maintenance data. 2. Shop Drawings: Submit shop drawings for special components and installations which are not fully dimensioned or detailed in manufacturer's data. PART 2 - PRODUCTS A. MANUFACTURER: Subject to compliance with requirements, provide products of one of the following: 1. Crawford Door Co. Division', Jim Walters Doors 2. Overhead Door Corporation 3. Windsor Door Co. Division, Ceco Corporation B. STEEL SECTIONS: 1. Construct door sections from galvanized structural quality carbon steel sheets complying with ANSI /ASTM A 446, Grade A, or ANSI /ASTM A 526, with a.minimum yield strength of 33,000 psi, and a minimum G90 zinc coating complying with ANSI /ASTM A 525. 08360 -1 2. Steel Sheet Thickness: 22 gauge. 3. Exterior Section Face: Flat, ribbed or fluted, to suit manufacturer's standards. 4. Fabricate sections from a single sheet to provide units not more than 24" high, end nominal 2" deep. Roll horizontal meeting edges to a continuous shiplap, rabbeted, or keyed weather seal, with a reinforcing flange return. 5. Enclose open section with 16 gauge galvanized steel channel end stiles welded in place. Provide intermediate stiles, cut to door section profile, spaced at nor more than 48" on center and welded in place. 6. Reinforce bottom section with a continuous channel or angle conforming to bottom section profile. 7. Reinforce sections with continuous horizontal and diagonal reinforcing, as required by door width and design wind loading. Provide galvanized steel bars, struts, trusses or strip steel, formed to depth, and bolted or welded in place. 8. Apply manufacturer's standard prime coat, applied to both door faces after forming. C. TRACKS, SUPPORT AND ACCESSORIES: 1. Tracks: Provide manufacturer's 3" galvanized steel track system, sized for door size and weight, and designed for clearances shown. Provide complete track assembly including brackets, bracing, and reinforcing for rigid support of ball bearing roller guides, for required door type and size. Slope tracks at proper angle from vertical, or otherwise design to ensure tight closure at jambs when door unit is closed. Weld or bolt to track supports. 2. :Track Reinforcement and Supports: Provide galvanized steel" track reinforcement and support members. Secure, reinforce and support tracks as required for size and weight of door to provide strength and rigidity, and to ensure against sag, sway, and detrimental vibration during opening . and closing of doors. Support and attach tracks to opening jambs with continuous angle welded to tracks and attached to wall. Support horizontal (ceiling tracks) with continuous angle welded to track and supported by laterally- braced attachments to overhead structural members at curve and end of tracks. 3. Weather Seals: Provide continuous rubber, neoprene or flexible vinyl adjustable weatherstrip gasket at tops and compressible astragal on bottom of each overhead door. D. HARDWARE: 1. Provide heavy - duty, rust - resistant hardware, with galvanized or cadmium - plated or 'stainless steel fasteners,. to suit type of door. 08360 -2 2. Hinges: Provide heavy steel hinges at each end stile and at each intermediate stile, per manufacturer's recommendations for size of door. Attach hinges to door sections through stiles and rails with bolts and lock nuts or lock washers and nuts. Use rivets or self - tapping fasteners only where access to nuts is not possible. Provide double -end hinges, where required, for doors exceeding 16' -O" in width, unless otherwise recommended by door manufacturer. 3. Rollers: Provide heavy -duty rollers, with steel ball bearings in case- hardened steel braces, mounted with varying projections to suit slope of track. Extend roller shaft through both hinges where double hinges are required. Provide 3" roller tires to suit size of track. Case - hardened steel tires, for normal installations. 4. Pull Handles, Locks and Latches: For manually - operated doors, furnish galvanized steel lifting handles, single -side locking device openable from interior and exterior suitable for padlock. Lifting handles of galvanized steel. E. COUNTERBALANCING MECHANISMS: 1. Torsion Spring: Hang door assembly for operation by torsion spring counterbalance mechanism, consisting of adjustable tension tempered steel torsion springs mounted on a case - hardened steel shaft, and connected to door with galvanized Aircraft type lift cable. 2. Provide cast aluminum or grey iron casting cable drums, grooved to receive cable. Mount counterbalance mechanism with manufacturer's standard ball - bearing brackets at each end of shaft with one additional mid -point bracket for shafts up to 16' long and 2 additional brackets. at 1 /3- points to support shafts over 16' long, unless closer spacing recommended by door manufacturer. 3. Provide either a compression spring or leaf spring bumper installed at end of each horizontal track to cushion door at end of opening operation. F. MANUAL DOOR OPERATORS: Push -Up, Provide lift handles and pull rope for raising and lowering doors, operating with not more than 25 lbs. lift or pull. PART 3 - EXECUTION A. INSTALLATION 1. Install door, track, and operating equipment complete with necessary hardware, jamb and head mold stops, anchors, inserts, hangers and equipment supports in accordance with final shop drawings, manufacturer's instructions and as herein specified. 2. Fasten vertical track assembly to framing at not less than 24" on center. Hang horizontal track from structural overhead framing with angle or channel hangers, welded and bolt - fastened in place. Provide sway bracing, diagonal bracing, and reinforcing as required for rigid installation of track and door operating equipment. 3. Upon completion of installation, including workl by other trades, lubricate, test and adjust doors to operate easily, free from warp, twist, or distortion and fitting weathertight for entire perimeter. "END OF SECTION" , ; PART 1 - GENERAL A. DESCRIPTION B. QUALITY ASSURANCE C. SUBMITTALS 08710 FINISH HARDWARE 1. Work included: Provide all architectural hardware as specified. This specification is not to be construed as quantitative nor complete in every detail. It is the supplier's responsibility to furnish all items classified as architectural hardware and necessary to complete construction as -shown on drawings. 2. Coordination: "Hardware groups" described in this section are located on the Door Schedule. 3. Related work specified elsewhere: a. Hollow Metal Work: Section 08110 1. Codes: All hardware shall comply with applicable local and /or state fire and current building codes. 2. Where doors require a UL label for fire rating, all hardware applied to that door shall comply with that rating. 3. Doors installed for smoke protection shall receive hardware as recommended by the NFPA or as approved by Underwriters Laboratories. 1. Hardware Schedule: Submit six (6) copies finish hardware schedule showing the following: List each opening, door size, door handle, door and frame material, door label, nomenclature, manufacturer's number and finish. 2. Substitutions: a. Hardware items as manufactured by companies listed as acceptable may be substituted for "Specified" items providing the . same general design, quality, strength, and specified features are maintained. b. Request for approval of hardware in lieu of that specified or listed as "Acceptable" shall be made in writing seven (7) days prior to bid opening. This letter shall list the item specified for which approval is requested. Samples shall be submitted if requested. c. Types and sizes listed under Hardware Groups are a guide for quality and operation and are not to be construed as a complete list. Detail requirements for each individual situation shall suit job conditions. ti Fl : PART 2 - PRODUCTS A. HARDWARE FINISHES AND MANUFACTURER'S LIST ITEM FINISH SPECIFIED ACCEPTED MFRS. *Butts US26D Stanley. Lawrence McKinney Latchsets/ Locksets US26D Schlage Russwin Closers Aluminum LCN Norton Threshold Aluminum Pemko Reese Lock Guard Stainless Steel BBW Silencer Ives Stop US26D Ives Weatherstripping Stanley Pemko Door Bottom Aluminum Pemko *All hinges to have non - removable pin option. PART 3 - EXECUTION A. Install all finish hardware in accordance with manufacturer's recommendations and standard locations. B. Fit and adjust all hardware to assure proper operation. C. APPLICATION: The general contractor shall install all architectural hardware furnished to him. Hardware that requires mortising shall be fitted then removed and placed in their original packages until painters have completed their work. All hardware subjected to hand usage during construction shall be properly wrapped for protection. D. TEMPLATES: Furnish templates to aluminum and metal door suppliers within one week from receipt of approved hardware schedule. Lock reinforcing units shall be supplied to metal door suppliers unless otherwise noted. Physical hardware templates, if required, shall be furnished to the door supplier within three weeks from receipt of approved hardware schedule. 08710 -2 [ y FASTENINGS: Architectural hardware shall be furnished with all necessary fasteners and anchors of suitable size and type to anchor the hardware in position for heavy use and long life and shall harmonize with the hardware as to material and finish. KEYS AND KEYING: Coordinate with Owner. Provide two •keys per lock. L: HARDWARE GROUPS QUANTITY Group 1 1i pair 1 ITEM butts MANUFACTURER SIZE /MODEL # Stanley closer . LCN lockset Schlage threshold Pemko door bottom Pemko lockplate Ives weatherstripping Stanley Group 2 1, cylinder Schiage balance of hardware, by door supplier "END OF SECTION" 10 -5050 FBB179 4ix4i 4110 PLY 053PD 172A 420AV 180 PART 1 - GENERAL A. DESCRIPTION 1. Paint all surfaces as specified or scheduled. See finish schedule for finishes. B. QUALITY ASSURANCE 1. All work shall be in. accordance with pertinent recommendations of "Painting Specification Manual for the Pacific Northwest ", as published by the Painting and Decorating Contractors of American (PDCA). • Product labels: Each container shall bear manufacturer's legible label indicating: Manufacturer's name; type of material; product number; batch number; color; instructions for reducing; and instructions for application. 3. Coordination: Coordinate color location with A/E prior to application. 4. Materials shall be the best quality as produced by the accepted manufacturers. . SUBMITTALS 1. Samples in accordance with Section 01000 of each . required finish, color and 'sheen on 8 -1/2" x 11" cardboard. 2. Complete products list of all materials to be used. • PRODUCT HANDLING 1. Storage: Store in suitable location where directed by General Contractor, in unopened original containers with label legible and intact. 2. Handling: Protect against contamination by foreign matter. E . MAINTENANCE MATERIALS: Provide Owner with 2 gallons of each type and color of paint used. PART 2 - PRODUCTS A. ACCEPTED MANUFACTURER. APPROVED SUBSTITUTIONS: I -l ot -� • 09900 PAINTING 09900 -1 PART 3 - EXECUTION _. A. Application of finishes over other work constitutes acceptance. All surfaces clean and free of foreign material as specified and as required by manufacturer. Li (2 1 tJ r B. Material systems completely by one manufacturer for a specified surface, including sealers, primers undercoats, all subsequent coats. C. Spread material evenly without runs or sags. Each coat must be thoroughly dry before succeeding coat is applied. ' D. Application in strict accordance with manufacturer's can label, regarding coverage, thinning and drying time. E. Where more than two coats of paint are required, vary color at each successive coat. F. JOB CONDITIONS 1. Environmental requirements: a. Follow manufacturer's directions. Apply products in dust free areas. b. Minimum ambient air and surface temperature unless otherwise approved by manufacturer: 60 °F for 24 hours before, during and 24 hours after application. c. Do not work where inclement weather may damage surface. 2. Protection: •a. Cover or otherwise protect work of other trades, including walls and floors of paint storage and mixing rooms. b. Remove or otherwise. protect finish hardware, accessories, plates, lighting fixtures, and similar items. c. Post signs and install barricades as required to protect work of this Section against damage or discoloration. d. Take extraordinary care to prevent fire. Open cans of paint and varnish only when needed. Keep rubbing cloths and oily rags submerged in water. G. CLEAN -UP: At end of each day's work, take all necessary precautions to prevent fires. Upon completion of each day's work, remove all staging, scaffolding and containers from the site, remove all paint spots, oil or stains caused to adjacent surfaces and leave job clean and acceptable. H. PAINTING SYSTEM SCHEDULES: The following schedules provide requirements for paint systems on various surfaces. "END OF SECTION" 09900 -2 PART 1. GENERAL 1.1 DESCRIPTION A. Provide bidder- designed plumbing, complete per Code, good industry practice and as specified below. Provide heating for sprinkler protection only. B. Successful contractor shall produce working drawings, stamped by registered engineer, and equipment cuts prior to field work which shall be submitted to Architect for approval. Architect reserves the right to relocate components during the contractor design period without change in bid price. C. Provide all labor, material, equipment and service required for installation of complete system. Secure and bay for all permits. Coordinate with other trades and utility company(s) for all work, including cutting and patching. PART 2. PLUMBING 2.1 GENERAL SECTION 15000 MECHANICAL A. Work to include plumbing design of roof downspouts and connection to storm drainage system; design documents, as -built drawings, maintenance and operating manuals, permits and fees, and warranty. 2.2 MATERIALS C. DRAINAGE PIPING AND RAIN LEADERS 1. Soil and waste materials: All above ground and all underground, service weight coated cast iron soil pipe and fittings. 2. Rain leader materials: Service weight coated cast iron soil pipe and fittings, or standard weight galvanized steel pipe, and black drainage fittings. 3. Installation of soil, waste and rain leaders; Joints shall be oakum packed and lead caulked, or rubber roll-on ring type for all cast iron. Flash and counter - flash vents with 4 lb. sheet lead. Clean - outs same size as pipe, except that cleanouts larger than 4" not required. Cleanouts in soil and waste lines where required with floor or wall plates flush with finished surfaces; Zurn Z -1425, Nikaloy finish. 4. Testing: Apply to system in its entirety or in sections. Close all openings except highest point and fill the pipe with water to overflow. Water level must remain constant for sufficient time to inspect the part under test, but in no case less than 8 hours. Repair all leaks found and retest. This test must be made in presence of local health authority to its satisfaction. D. NATURAL GAS E.' • ROOF DRAINS turn Z- 11ORC, complete with Duco cast iron drain body ,with removable mushroom dome strainer, flashing collar.with integral gravel stop, corrosion - resisting clamping bolts, sump receiver, 'underdeck clamp, and integral expansion joint. 't. Service: Make arrangements and pay all charges for connections, to mains and providing gas meters and pressure regulators. 2. Materials: Standard weight black steel pipe and black malleable fittings. Service shutoffs shall be lubricated . plug cocks. All piping, valves and materials per gas company requirements. . Installation: Provide lubricated plug cock where gas enters building. .Run gas piping to all heating units for buildings as shown'. on the Drawings. Wrap piping per gas company recommendations. 'Conform to standards, of NFPA_Bulletin 54 "Gas Appliances and Gas Piping" and local plumbing code. 4. Testing: Piping shall withstand air pressure of at least six inches mercury for not less than ten minutes with no pressure drop. Leak test piping with gas by measurement of drop . in pressure after piping has been filled and the gas supply shut off. If any leakage occurs, it shall immediately be repaired and tests repeated.. PART 3. HEATING, VENTILATING AND AIR CONDITIONING 3.1 GENERAL Mechanical Contractor responsible for the design and installation . of heating system to protect sprinkler pipes from freezing. 1.2 SCOPE SECTION 15500 FIRE SPRINKLER SYSTEM (BIDDER — DESIGN SPRINKLER SYSTEM) PART 1. GENERAL 1.1 GENERAL REQUIREMENTS A. Bidder design automatic wet pipe sprinkler system for building by engineer /contractor with minimum 5 years experience and steady employment in design /installation of fire protection sprinkler systems, who is fully cognizant of all code requirements of involved regulatory agencies, and who is capable of meeting construction schedules of owner. B. Conform to General Conditions, Supplementary Conditions and Division 1 — General Requirements. A. Design, furnish and install a complete automatic fire sprinkler system including pipe, fittings, valves, flow indicators, gauges, tamper switches, alarms, drain pipe, test connections, sprinklers, all accessories, and detector check valves and standpipes as required. B. Design complete in all regards and to include, but not necessarily be limited to: 1. All underground piping pertaining to the fire protection system including all required pipe, valves, trenching, backfilling and compaction. Comply with soils report recommendation for backfill operations. 2. Connection to utility main, including all required valves, fittings and other items v - co►-1r+,%crc ' - 3. Flow detector and monitor switches cr, 4. Fire protection design for calculatedf sprinkler system per NFPA 13. Fire hydrants and hose stations per fire marshal requirements. 15500 -1 1.3 .CODES AND STANDARDS A. Comply with all requirements of.NFPA No. 13, 14 and 24, "Standard for the Installation of Sprinkler Systems ", Uniform Building Code and local fire department. PART 2. PRODUCTS 2.1 GENERAL A. Provide fire sprinkler piping products and accessories which have been approved by "Factory Mutual" (FM) and are UL labeled. B. All equipment to be new, standard products of manufacturers, which are of best quality used for the purpose in good commercial practice. 2.2 PIPE A. All pipe used shall be in accordance with pipe . specifications listed in NFPA Pamphlet No. 13 and 14 as applicable. B. Hangers and earthquake bracings shall be per standards established in.NFPA Pamphlet No. 13 and 14. 2.3 SPRINKLER HEADS A. Long throw semi — recessed bronze pendant type with chrome escutcheons in all finished areas, and upright heads as required at concealed above — ceiling spaces. Temperature rating.of, each head.carefully selected to compensate for maximum ambient temperature. 2.4 SPARE HEADS AND WRENCHES A. Number of spare heads furnished shall be in accordance with NFPA Pamphlet #13. This equipment shall be mounted on a sheet metal cabinet marked: "Automatic Sprinklers— Reserve Supplies "; located within riser closet: 2.5 PRESSURE ALARM a. Install on system. Electric wiring shall be the responsibility of electrical contractor and shall be interconnected to building fire alarm annunciation system. 3.1 • L4YOUT r A. Contractor responsible to coordinate location and quantity of heads with ceiling plan and fire department requirements and to locate piping in such a manner that it will not interfere with lights, structure, ductwork, etc. Changes in layout to meet NFPA or fire department requirements shall be made without additional cost to owner. Contractor shall submit layout . plan to Architect for approval after obtaining written approval of local fire marshal. Architect reserves right to adjust, locations of all equipment prior to fabrication. 4 A PART 3. EXECUTION - B. Sprinkler service from supply main. Verify adequate pressure and flow with local fire and water departments. D. E. F: .Drain to discharge to outside of building, and be piped to eliminate the possibility of staining building. All concrete penetrations to be sleeved prior to concrete pour or . core drilled at time of pipe installation. G. 3.2 INTERFERENCES A. Contactor shall coordinate his work with all trades so that there is no conflict between location of sprinkler heads and electric fixtures, piping, ducts, etc. If conditions occur where sprinkler location is in the way of some other equipment, Architect should be consulted before installation of any work. 3.3 SHOP DRAWINGS A. Submit to Architect for approval after local fire department and � `{ Nt UAt - approval and prior to fabrication. Shop drawings shall include detail plans of sprinkler systems including sections and a plot plan showing location of underground supply connections, outside control valves, fire department connections, pits and other equipment to be used. Shop drawings shall contain sprinkler heads, piping, piping supports, earthquake protection, etc. as may be required to formally meet all requirements of NFPA and local fire department. 3.4 TESTS A. Piping shall be tested in accordance with NFPA requirements. B. Provide owner with letter of approval from Washington Surveying & Rating Bureau after installation is complete. C. Submit appropriate test certificates and as —built drawings to owner, general contractor and local water and fire departments. 3.5 MAINTENANCE MANUAL A. Care and Maintenance Manuals encased in plastic protective . coverings to be located near main sprinkler valve inside riser closet. Manual to include as— built drawings. , PART 4. CLOSE OUT 4,1 COMPLETION A.. Work will not,be considered complete until all test certificates and as- -built drawings are received and found:to be acceptable by the owner. 4.2 GUARANTEE A. The,Contractor shall guarantee all materials and workmanship for a period of one (1) year, from the date of final approval and acceptance. And shall remedy, Without' cost to the'owner, any defects, providing same are not the result;of misuse, abuse, or lack of proper maintenace on the part of the owner. r ;. The presence of an inspector, during construction, does not relieve the contractor from responsibility for defects discovered after completion of work. C. Should any work fail to comply with the requirements or be improperly installed, such work shall be removed and replaced at no additional cost to the owner. rl END OF SECTION r • 4 r ti PART 1. ELECTRICAL 1.1 GENERAL E. F. SECTION 16000 ELECTRICAL A. Work to include electrical design of , .7..mo Tto ( co►�t t"taM excavation and backfill for services, transformer pads or.vaults if required, utility connection charges if any, t=b tolu° , electrical room lighting, power for HVAC, power for telephone, power for sprinkler monitoring system; as well as design documents, as-- built drawings, maintenance and operating manuals, permit and fees, and warranty. B. Successful contractor shall produce working drawings prior to field work which shall be submitted to Architect for approval. Architect reserves the right to relocate electrical components during the contractor design period without change in bid price. C. Design and installation shall conform to national, state and local codes, state electrical power budget, and all utility requirements. Except for transformer deposit, utility charges, if any, will be the contractor's responsibility. D. Provide. o fluorescent light fixture &I Let A'.5 ti C9..D0 0 1-" D 1 1L.)19 . Provide exterior lights at-a eitL u.a;\, Photo cell control, damp labeled. Incandescent recessed downlights with clear Alzak reflectors and trim rings: Lightolier 07054 150W with self — flange polished trim, or approved equa1,c'r .' �►M It=o� � ('�-� , Vt�l ••4L:.A •.0 r. On,1.<1. . be. .1•.ti •4 t.Lr. •OM. by .A 44;1, r••.:LI. r BCt•G1, u, u144sA .our s4_. L.•C wlt• C•hf.l••••T. SF.* fb41C•i:0 L .•AI'. \.4 ^• 1.•,T• OLA UAN 4' GL•. +ir. •CATILC fA1At 4r...� s•AACUSL N .•,TL 0 4•`r.s " Su1TE SOO, NORTHGATE EXECUTIVE CENTER • ISS N. E. 1OOTr. STREET • SEATTLE, WASHINGTON 98123 • (2Oct S23-OSBO CABLE: DAMEMORE TWA; 510 Jack A. Benaroya Company 5950 Sixth Avenue South Seattle, Washington 98108 Attention: Mr. Robert Fehnel Gentlemen: DVS �'r' E- CQt.t., TARTS IN /Mt Eh •I47UML1.IAL Al /.^• /4 CAFI.t S;IC1. :L•. June 28, 1976 { . NCJIVJ vim• FEB EREOVE 1 1 19911 MAHAN & DESALVO, INC. 1.) I.L1•...I vL. :Al I.LAt ,A 7,.1.,••4 'L ♦�^ TL.•b•,■ 4C •...... T9 •:/ M•D■,C f�L �1.•� /A'.:tU',CU U. :. RECEIVED CITY OF TUKWILA FEB 6 1991 PERMIT CENTER We submit herewith .four copies of our "Report of Soils Investigation, Proposed Commercial Development, Tukwila, Washington," for the Jack A. . Benaroya Company. The scope of work was developed in discussions between' the writer and. Messrs. Robert Fehnel and Kenneth Long of the Jack A. Benaroya Company. The scope of work is described in our revised proposal dated May 21, 1976. Authorization to proceed with the investigation was given verbally by Mr. Fehnel. This report deals principally with development of the Parkway Plaza North site. However, we also have considered the proposed railroad spur crossing the Giovanelli property. During this study, a test boring was drilled at the Parkway Plaza West site, supplementing a previous test pit exploration program at that site. Our findings and recommendations have been provided to you verbally as they were developed. A preliminary report giving recommendations for site preparation and foundation support for the Parkway Plaza North complex was delivered to you on June 17, 1976. It is our opinion that the site can be satisfactorily developed by means of a.closely monitored surcharge program. We appreciate the opportunity to serve you on this project and look forward to assisting you in your final studies on the Giovanelli and Parkway Plaza West sites. If you have further questions concerning our report, or if we may be of further service, please contact us. WJM: WJG:ih Yours very truly, DAMES & MOORE William J. Associate REPORT SOILS INVESTIGATION PROPOSED COMMERCIAL DEVELOPMENT TUKWILA, WASHINGTON for, the JACK A. BENAROYA COMPANY :INTRODUCTION - GENERAL the site of a proposed expansion of the Parkway Plaza complex in Tukwila, • In this report, we piesent the results of our soils investigation at Washington. Our work has been concentrated in the prime area of interest 1 1 which consists of approximately 12 acres lying east of Southcenter Parkway and north of the existing Jafco Store which will be developed t. as. Parkway Plaza North. Dames & Moore previously performed a soils investigation for the Jafco development which included two borings within the present building area and a number of other borings in the general vicinity of the site. The results of this previous investigation were given in our report to the Jack A. Benaroya Company dated May 15, 1972. ' Because of the available information concerning conditions at the sife, our present exploration was limited to one boring to confirm the extent . and condition of the subsurface material's. In addition to this area, we have also performed a limited amount of work for two sites located on the west side of Southcenter Parkway. A . • .rp.ortion of the northern 'site, known aathe'GiOvanelli property, has been explored to assess conditions underlying a planned railroad spur realignment.. DAMES L moone • It A single boring was drilled in the southeast corner of the southern site, which will be developed as Parkway Plaza West. The purpose of this boring was to supplement subsurface information developed during a previous investigation which was summarized in our report dated May 3, 1976. DESIGN CONSIDERATIONS We understand that the proposed Parkway Plaza North development will consist of a continuous one - story, tilt -up concrete structure which will house a number of retail showroom facilities. Finish floor grades 1 for the structure will vary from Elevation 21.5 to 22.75, generally on the order of 1 foot or less above the average existing grade. Floor loads are expected to be light, on the order of 125 pounds per square foot. We understand that interior column loads will be the order of 65 ,; kips or less. Exterior wall loads on the order of 1,300 pounds per linear foot will be supported on continuous footings. In 1973, excess material from the Jafco surcharge was stockpiled �� within portions of the presently planned building. area. The stockpile ;';presently extends 3 to 12 feet above the surrounding grade and has acted I. I as a long -term surcharge over the area. The location of the surcharge i stockpile_is shown on Plate 1. Current planning calls for an accelerated building program such ,that only a limited time, on the order of 30 days, will be available for surcharging of the building areas which lie outside of the limits of I: II the existing fill stockpile. • A railroad track presently crosses the site between the existing !surcharge and the Jafco store, extending across Southcenter Parkway. PAMCS R P. 00I second spur track crosses the site north of the surcharge, terminating at Southcenter Parkway. Current plans are to extend this second spur to the west across the currently undeveloped Giovanelli site to service properties on the west side of Southcenter Parkway. This would permit removal of the track presently in use. PURPOSE AND SCOPE OF WORK The purpose of our investigation is to further delineate soil condi- tions at the primary site for the areas where existing information is insufficient, to develop site preparation and foundation support recom- mendations for this site, and to provide additional information for the two sites lying west of Southcenter Parkway. Specifically, the scope of our work includes: 1. Recommendations for site preparation for building areas located outside of the existing stockpile. These recommendations include magnitude and duration of a surcharge program together with special considerations for that portion of the surcharge which will be placed in close proximity to the existing Jafco building. . Criteria for foundation support for buildings supported on spread footings, including soil bearing pressures. 3. Criteria for placement and compaction of fill material --as required for support of building floor slabs. 4.. Estimates of settlement due to fill and building loads which would occur in conjunction with our recommended surcharge program. 5. Recommendations for a program of monitoring surcharge performance to permit removal of the surcharge at the, earliest possible date.. OAI IES 8 MO9128 PARKWAY PLAZA NORTH Surface Features: The site of the proposed development is situated on the floor of the Green River Valley, west of the present river channel. The south portion of the site, covered by an asphalt parking lot for the Jafco facility, is essentially level at Elevation 22. The pavement extends approximately 300 feet north of the south property line. A railroad spur presently crosses the site in this portion of the property, extending across Southcenter Parkway. A second spur track crosses the site along the northern property line adjacent to the existing fill stock- 11 pile. The stockpile occupies an area of approximately 500 feet by 350 feet in plan dimension in the northeastern portion of the site. The stockpile extends upward to Elevation 29 to 30 feet except in the south- western corner of the pile where the fill material was placed up to ' Elevation 33 to 34 feet. North of the paved area and west of the stock- pile, the existing ground surface is undeveloped and overgrown with weeds. The ground surface is relatively level, varying from Elevation 21 to 22 feet except along the western edge of the site, where it slopes downward `slightly to approximately Elevation 20 feet adjacent to Southcenter 6. Recommendations for preparation of the railroad spur extension crossing the Giovanelli site. 7. Additional information and comments concerning the sites lying west of Southcenter Parkway, based on the additional explorations. Parkway. SITE CONDITIONS Subsurface Conditions: Our present exploration at the Parkway Plaza North site consisted of drilling Boring 76 -3, to a depth of 40 feet. This -4- ODAMES 8 MOORS , r It t ii ;( boring was located as shown on the Plot Plan to supplement existing information from previous explorations within and adjacent to the planned building area. The log of the boring is given in the appendix, together with results of laboratory tests and detailed descriptions of the field explorations and laboratory procedures. The general area, including the present site,was developed in 1965 and 1966 by placing fill to approximately Elevation 22. .At our boring locations in the general site area, fill ranges from approximately 6 to 9 feet in thickness. Fill appears to be thicker in the southern and central portions of the site, decreasing.to 6 feet beneath the existing fill stockpile and the undeveloped area in the northwest. Fill soils encountered in the borings generally are compact. The fill consists primarily of layered sandy silt and silty sand with occasional clay soils ii and pockets of reasonably clean sand. For the most part, the fill is sufficiently fine - grained to be water sensitive. Consequently, in Ij exposed areas the surface of the fill may have softened somewhat, probably , on the order of 3 to 6 inches in thickness. However, in local areas, the thickness of soft material may be somewhat greater. The lowest portion f this original fill is relatively loose since proper compaction was not possible immediately above the underlying'soft natural soil. This zone of less compact material is thought to be on the order of 1 to 2 feet in thickness across the site. The native soils underlying the site consist of a complex series of p alluvial deposits laid down by the Green River. The alluvium is variable I, in its characteristics, ranging from organic silt and peat to relatively ' clean sands. The thickness of the alluvium varies significantly across DAMES is M00112 i• • the site. The bottom of the alluvium lies at an estimated elevation of -10 feet or higher in the westernmost portions of the site; whereas, it may extend as deep as Elevation -90 feet along the eastern property line. I ii it of increasing depth, these are: is i; On the basis of borings drilled during this and previous investigations, we have divided the alluvial deposits into three general units. In order Unit A - Deposits consisting generally of sandy, clayey and organic silts, and occasional peat. Typically, the various soil types are interbedded in layers of varying thickness. At the location of the Parkway Plaza North complex, this unit is believed to range from approximately 15 to 30 feet in thickness, with the thickness increasing toward the north and east. This deposit ranges from moderately compressible to compressible in nature and is characterized by generally low strength. Unit B - This unit is a deposit of generally granular material con- sisting of fine to medium sand with occasional thin layers of• silt or silty sand. At the location of Boring 76 -3, the upper 6 feet consists of interlayered silt, sand, and organic silt. The unit appears to be discontinuous across the site, occurring only in the eastern two - third$. Generally the thickness of the deposit is on the order of 30 feet or more within the building area except for the western portion of the northern building wing. This unit possesses high strength and is only moderately compressible. . Unit C —This unit consists chiefly of clayey silt and /or organic silt but also contains occasional layers of silty sand and sandy 1 ; alluvium is underlain by relatively incompressible granular marine ' deposits in the eastern portion of•the site and by glacially preconsoli- dated material to the west. Based on the ground water levels observed in the current boring and • in previous borings at the present site, we estimate that the normal water level ranges between Elevation 9 and 13 except during the wettest portion of the year when higher levels may occur in conjunction with flood e stages on the Green River. silt. As with Unit B, it is discontinuous across the site, occurring in the eastern portion. The thickness generally ranges from 15 to 20 feet, increasing toward the northeast. In summary, the total thickness of the alluvial deposit increases signifi- cantly to the east and north, away from Southcenter Parkway. The 6. GIOVANELLI PROPERTY In order to examine subsurface conditions: for the proposed railroad spur realignment, Boring 76 -1 was drilled and a number of hand probes were made at the locations shown on Plate 1. The boring log is given in ? the appendix; the results of the probes, which were performed to deter- . mine the thickness of soft soils, are summarized on Plate 1. That portion of the alignment near the Parkway is relatively level at Elevation 18 to t. r trees. Approximately 150 feet away from the street, the ground surface begins to rise at a moderate slope to the west, up to Elevation 30 to 34 e: some 250 feet from the street.. At this point, the toe of the valley wall is encountered in the form of a steep ridge running to the northwest. 19, some 2 feet below the street grade. The surface . is hummocky with standing water in low areas.. The site is overgrown with weeds and young DAFIMS G MOORE ' brush in a matrix of soft silt and sandy topsoil. At the time of our exploration the condition of the existing surface was such that the j drill rig mounted on an all- terrain vehicle was unable to reach a second 1' boring location in the interior of the site. This surface material is I! 5 underlain by peat with layers of silt and organic silt, extending to a depth of 24 feet in our boring. The thickness of this soft, very compres- sible deposit decreases to the west and tapers out in the vicinity of the toe of the ridge. We expect that conditions along the railroad spur alignment are generally typical of the site as a whole. In Boring 76 -1, the peat deposit is underlain by approximately 10 feet of medium dense fine sand. The lower 5 feet ' of this unit graded more dense to silty fine to medium sand. The boring was terminated after penetrating a short distance into a layer of very dense fine gravel having some coarse sand and a trace of organic matter. All of the granular deposits below the peat were water- bearing and exhibited a slight artesian head. ! , . the ridge is composed primarily of glacial deposits ranging from unsorted till to sorted deposits of silts and sands. These soils should be relatively strong and incompressible in their undisturbed state; however, • they generally contain enough silt to be susceptible to softening when The near- surface materials in the low -lying area consist of wood and Based on previous explorations of the hillside, we anticipate that f exposed to moisture. s PARKWAY PLAZA WEST May 3 Site conditions at this location were described in our report dated 1976 and will not be repeated in detail here. In the previous DAMES . rvi o D report, the site was subdivided into three areas; good soil conditions, ' intermediate soil conditions, and poor soil conditions. Our present work ' consisted of drilling Boring 76 -2 in the southeast corner of the site in order to define the depth of poor soil conditions. Test pits excavated in this area during our previous exploration were terminated.in peat or organic silts at the maximum extent of the backhoe. Boring 76 -2 encountered fill soils to a depth of approximately 10 feet below the surface. The fill was underlain by a deposit of inter- layered peat and organic silt extending to a depth of 27 feet. The ii lowest 5 feet of this deposit consists primarily of silty sand interlensed with peat and silt. From this level to a depth of 40 feet, complex deposits of medium dense to very dense granular soils were encountered. These soils are believed to have originated from erosion of the adjacent i1 hillside. The boring was terminated after penetrating 9 feet of stiff gray silt lying beneath the alluvium. The thickness of fill soils in Boring 76-2 is somewhat greater than encountered in our test pits. We anticipate that this is a.localized is condition. GENERAL DISCUSSION AND RECOMMENDATIONS Based on the information obtained from the borings performed during 1 , the present and previous investigations and the results of our current i jj analyses and evaluations, we conclude that the Parkway Plaza North site may be satisfactorily developed by means of a closely monitored surcharge j 1. program. On this basis, the footings and floor slabs may be supported on existing or newly placed compacted fill. DAMES a MooRe ■ s■ is Development of the is complicated by the presence of the existing surcharge stockpile in the central portion of the planned building area, and by the presence of the Jafco structure adjacent to the southern building line. In general, our recommendations consist of using the stockpiled fill to surcharge those portions of the building area which lie } outside of the present stockpile configuration. The Surcharge should exert loads significantly greater than those imposed by the planned dead and live loads, to preinduce most of the anticipated settlement prior to construction of the facility. Under present scheduling, only a limited time is available for surcharging; however, surcharge heights in the ::vicinity of the existing Jafco structure must be limited to prevent damage or significant settlement from occurring within this structure. Some postconstruction settlement of buildings and floor slabs will occur but should be relatively uniform except at those points where the building crosses the limits of the existing fill stockpile. At these locations, we anticipate that minor distress may occur in building walls but that no • significant structural damage will occur. Most of the postconstruction 1 , settlement will be long -term areal settlement associated with secondary compression of the underlying organic soils. Regarding the Parkway Plaza West site, the conditions encountered in Boring 76 -2 emphasize the variation in the depth of materials within the poor soils zone. We anticipate that difficulties may be encountered in predetermining proper lengths for driven piles, making the use of auger- cast concrete piles a reasonable alternative. We strongly feel that further investigation of subsurface conditions will be required, both for this site and the Giovanelli property, when specific building locations ,, and development plans are formulated. -10- IDA WIGS (3 MOORS AREAL SETTLEMENTS AND SURCHARGE PROGRAM The combined weight of structural fill and anticipated structural and floor loads would cause substantial and variable settlements resulting from consolidation of compressible subsurface soils. We estimate that settlement would range from approximately 2 to 5 inches across the site [ depending upon the thickness of compressible material and the actual imposed loads. In order to allow as much of this settlement to occur in advance of building construction as possible, we recommend that building . areas be surcharged with excess fill. Recommended elevations for the surcharge fill are shown on Plate 2. We recommend that the top of the suxcharge.fill extend horizontally at least 10 feet beyond the walls of the proposed building in those areas t! which lie outside of the existing fill stockpile., In transition areas F between the existing stockpile and the new surcharge, the crest of the new ': surcharge should be approximately coincident with the crest of the old stockpile. Along the southern limits of the planned building area, adjacent to the existing Jafco facility, the crest of the surcharge should extend only.to the southern building line such that the crest approaches no closer than 15 feet to the existing Jafco structure. Along the northern building line, the crest of the surcharge fill should approach as closely as possible - the existing railroad spur without encroaching upon the railroad easement. !; recommendations for settlement marker locations within the surcharge 1 ,areas and established a schedule for reading these settlement markers. ' This program is underway and has consisted of taking readings three times a In order to monitor the effect of the surcharge, we have provided our DI.Mt:S B 'MOORg • • week, both during and.after fill and surcharge placement. The settle- ment marker data should be submitted promptly to our office for review and evaluation of the effectiveness of the surcharge program. We under- 11 stand that the existing railroad spur which crosses the southern portion Ii of the building area will have to remain in service during the full extent , of the surcharge period. The surcharge should be carried as close to the railroad alignment as possible' to minimize the effect of the discontinuity. Assuming that the surcharge remains in place approximately 30 days, '; we estimate that postconstructiori settlements will be on the order of 1i 1 inch or less. Because the existing fill stockpile has been in place for several years, we anticipate that essentially no settlement will occur in this portion of the building area; therefore, a potential exists fl for differential settlement of approximately 1 inch between the edge of l z the stockpile and the adjacent newly surcharged areas. We anticipate that this differential movement would take place across a span of approxi- mately 30 to 40 feet. Postconstruction differential settlements will also occur between the recently surcharged building areas and the adjacent yard areas. Such movement should be anticipated in planning utilities. We recommend that gradients somewhat steeper than normal be provided for gravity flow utility lines servicing the structures. Where possible, gravity lines within the structure should drain away from, rather than into, the area which had been overlain by the previous stockpile. j`, FOUNDATION SUPPORT li Following the recommended surcharge program, we recommend that j ` footings for the proposed structure be founded in the existing compacted fill or in the newly placed structural fill . The footings should be -12- DAMES 64M001:tC be found in the bottom of Footing excavations, we recommend that the soft material be removed from below the .footing location and replaced with granular fill compacted to at least 95 percent of maximum dry density based on the AASHTO Compaction Test Procedure (Specification T -180). ii Assuming that footings are designed and installed as described above, we recommend an allowable soil bearing pressure of 2,500 pounds per square founded at least 18 inches below the lowest adjacent grade and should be underlain by at least 4 feet of dense soil. We anticipate that most of the footings will be founded within or just above the older existing fill. Some advantage will be gained by the use of a continuous wall footing under the periphery of the buildings as such a footing would tend to bridge over any local spots of softer fill. We recommend that all footing excavatings be examined by a soils engineer to evaluate the adequacy of the fill material to provide proper footing support. Should soft areas 4: foot. This value is intended to apply to the total of all loads exclusive of the weight of the footings and any backfill placed over the footings. For footings designed in accordance with these recommendations, we estimate that settlements due to structural loads will be on the order of 1 inch or less. The effect of differential settlement between exterior footings and - the adjacent floor slab could be minimized by delaying the construction of the outermost portions of the floor slab until after the wall panels have been positioned on the footing. FLOOR SLAB SUPPORT We recommend that slab -on -grade floors be supported on a compacted base consisting of either a minimum of 4 inches of crushed rock or 6 inches of clean, free - draining granular fill which will serve as a uniform -13- DAMES Q MooiSC base and a capillary moisture break. A moisture barrier beneath the floor slab would be desirable to minimize the potential for condensation along the bottom of the slab. If no barrier is used, the possibility of condensation !' should be considered in selecting floor covering and adhesives. 1• Some small variations in floor settlement may occur across the slab as a natural consequence of variations in floor load, as well as the depth and thickness of compressible layers. More significant variations will occur in transition areas between the old fill stockpile and the recently surcharged areas, as described previously. Differential settlements on the order of 1 inch in 30 or 40 feet could occur in these zones. For floor slabs in areas such as this, it may be desirable to reinforce the slab with reinforcing rod rather than wire mesh, particularly since the surcharge loading is of limited duration. SITE PREPARATION We understand that the structural and surcharge fill which was recently placed in the northwest wing of the building area was installed without specific compactive effort other than the traffic of the construction equipment. The subgrade level in this portion of the building will be very near the original site grade. We recommend that this portion of the building area be proof rolled with a heavy compactor or similar equipment after the surcharge has been removed to detect any areas of soft or loosened soils. These areas should be overexcavated and replaced with li properly compacted granular fill. !i. We understand that it is presently planned to scarify and pulverize.. If the existing asphalt pavement within the building area and to incorporate it within the structural fill. We are of the opinion that a great deal of effort will be required to reduce the pavement to a size small enough -14- DAMCIS G M0OAC (approximately 4 inches maximum dimension) to allow a uniform degree of compaction to be attained such that no voids exist within this material. A more effective procedure would be to remove the asphalt and replace it with compacted soil fill. If the asphalt is to be utilized as fill, we recommend that all footings be founded below the level of the asphalt fill. We recommend that all permanent structural fill be compacted to at least 95 percent of the maximum density determined by the AASHTO Compaction Test Procedure T -180. Surcharge fill need not be compacted to any specific . compaction criteria but must be sufficiently firm to support construction equipment. The subgrade level which is exposed after removal of the surcharge should be proof rolled prior to the placement of floor slab ;. base material to identify possible soft or loose areas. The portion of the building area within the existing stockpile area also should be proof rolled. Any soft areas should be scarified or overexcavated and replaced, and recompacted to 95 percent maximum density. RAILROAD SPUR REALIGNMENT We assume that the realigned railroad spur across the Giovanelli property site will be placed at approximately Elevation 21. On this basis, it will be necessary to overexcavate the upper portion of the peat and backfill it with granular fill. This serve to distribute the • pressure induced by railroad traffic to reduce stresses in the underlying organic soils. We recommend that the excavation be carried deep enough to provide a minimum of 6 feet of compact granular fill beneath the top of the ballast material. The backfill zone should extend laterally a distance of 9 feet on either side of the track centerline. To optimize the stability of the track, we recommend that a pit -run sand or sand and -15- DAT. \C : C Pioonn APPENDIX FIELD EXPLORATION AND LABORATORY TESTING FIELD EXPLORATIONS i; Subsurface conditions underlying the areas in question were explored by drilling three borings using hollow -stem, auger drilling equipment. Boring 76 -1, located in the low -lying marshy portion of the Giovanelli property, was performed using an auger drill mounted on a 4 -wheel drive, all- terrain vehicle. Borings 76 -2 and 76 -3 were drilled using conventional ..truck- mounted equipment. Boring locations and vertical, control were based on the results of a topographic survey by Chadwick Surveying and Engineering 'dated May 11, 1976 and on information provided by representatives of the Benaroya Company. The field explorations were continuously observed by a member of our staff, who classified the soils encountered, kept a detailed log of the borings, and obtained soil samples at frequent intervals for examination and testing in our laboratory. The logs of the borings are presented on Plates A -1 and A -2. The soils have been classified in accordance with. the .t A -1 U.S.C.S. which is described on Plate A-3. Relatively undisturbed soil samples were obtained from the borings using a Dames & Moore Type U Sampler, which was driven with a weight of 140 pounds falling a distance of 30 inches. The number of blows required to drive the sampler a distance of 12 inches into undisturbed soil is shown immediately above the sample notation on the logs. Observation of water levels were made during the course of drilling 4 the borings; however, sufficient time was not available to be certain that the water level, had attained equilibrium. The maximum height of water DAMES a MOORC • noted in each boring is.shown on the appropriate boring log. Artesian , pressures were encountered in the sands underlying the peat in Boring 76 -1. `,LABORATORY TESTING The soils obtained from the borings were examined in our, laboratory . i� and a limited program of testing, consisting of moisture - density deter- minations, was performed to provide correlation with the strength and compressibility characteristics which were determined in our previous investigations. The results of these moisture - density determinations are shown on each boring,log. In addition, one consolidation test was performed on a sample from Boring 76 -3 to evaluate soil compression characteristics. The results of this test are presented graphically on A -4 • s 1' gravel be used. Unless the water level is maintained below the bottom of the excavation during fill placement, the backfill should contain less than 5 percent fines (defined as material passing the No. 200 sieve). We estimate that the placement of granular fill, as described above, I• !• will result in total settlements of up to 2 feet or more in the deepest portion of the peat deposit. We anticipate that most of this settlement . will occur rapidly; however, secondary compression within these organic soils will be significant. We anticipate that about 60 percent of the total settlement will occur within two weeks after the alignment is brought ' to grade. We therefore suggest that final grading of the alignment be delayed for at least this period of time. More rapid settlement could be induced by surcharging the alignment with 3 to 4 feet of excess fill. The magnitude of settlement could be reduced significantly by the use of a competent lightweight fill such as cinders. We understand that the practice of constructing railroad embankments from cinders has not been used since the demise of the steam engine; however, if some other source of lightweight aggregate can be located, there are positive benefits to be gained in reduced settlements. -o0o- The following plates and appendix are attached and complete this report: Plate 1 - Site Plan Plate 2 - Recommended Surcharge Program - Parkway Plaza North Appendix - Field Exploration and Laboratory Testing -16- Respectfully submitted, DAMES & MOORE By June 28, 1976 _co %°,. William J. 4368-022-05 11" "V4 Associate DAMCS 8 MOORE; site plan inset a 946.7 (REV. 6 -61) 0 0 BY .CSC DATE 4z:242=?tea CHECKED BY t4Z& trZil Jy FILE 43(, - C7?? PROPOSED AREA CREST OF SURCHARGE - _LIMITS OF EXISTING FILL STOCKPILE REVISIONS BY DATE VP-5 l f 1 ,„, \ L_ 28 1 � 1 L oosniummomosimk 10:1 SCALE: 1" = 1 CREST OF SURCHARGE RECOMMENDED SURCHARGE PROGRAM PARKWAY PLAZA NORTH EXISTING JAFCO FACILITY 32 INDICATES RECOMMENDED ELEVATION OF SURCHARGE 20 - 5 W z O 0 trC -10 72 15 2 2 10 2 137.41.36 1 480.6'' -12 2 O 2 170.77.30 T� BORING 76-1 23 p hi OL . PT ..t c. SP ELEVATION 18.5' t w000 AND BRUSH IN A MATRIX OF SILT AND SAND TOPSOIL DARK BROWN FIBEROUS TO SILTY PEAT. WITH LAYERS Or GRAY SILT AND ORGANIC SILT (VERY SOFT, VERY COMPRESSIBLE) FEW SILT LAYERS BELOW ELEVATION 8' INCREASING SILT LENSES OARK GRAY-BLACK FINE SAND (MEDIUM DENSE)(WAIERBEARING. UNDER SLIGHT ARTESIAN PRESSURE) 39 11):.( SIN GRAY SILTY FINE TO MEDIUM SAND WITH S SOME GRAVEL (MEDIUM DENSE TO DENSE) •15 livl.. 10 121 • 'GP DARK GRAY GRAVEL 10 . 3/ 1 4 INCH, WITH 41:. a' HATTER (VERY ADENSE)CE ORGANIC BORING COMPLETED 5/19/76 -2 -15 KEY: rBLOWS REQUIRED TO DRIVE SAMPLER ONE FOOT MOISTURE7 t WEIGHT -. 140 LBS.. STROKE- 30 INCHES. CONTENT/ 72.9y-54 S EXTRACTED.ICN UNDISTURBED DEIISIIY IN PCF 0110104E5 DEPTH Al WHICH DISTURBED SAMPLE WAS . EXTRACTED. 25 20 15 -20 27.17-92 12 ■ 23 25.2!-93 8 98,67 -43 ■ 10 41.6X -77 5 32,2V -91 -25 10 0 15 • 17.07.110 r. • 0 36 BORING 76-2 65 1 GRAY FINE TO COARSE SAND WITH GRA AND OCCASIONAL ORGANIC MATTER (DENSE) GRAY SILTY FINE SAND WITH OCCASIO ORGANIC MATTER (DENSE) GRAY FINE TO COARSE SAND WITH GRA 29 m� INTERLAYERED WITH GRAY SILT HAVI TRACE OF ORGANIC MATTER (DENSE) 26 4 LOG OF . r3ORINGS ELEVATION 24.5' t Soo AN) TOPSOIL RED BROWN AND BROWN SILTY SAND (MEDIUM OENSE)(FILL) GRAY SILT WITH LITTLE SAND AND ORGANIC MATTER, WITH SAID LENSES (VERY STirF)(Fill) GRADES TO DARK BROWN ALTERNATING LAYERS OF DARK BROWN PEAT AND DARK GRAY ORGANIC SILT, WITH OCCASIONAL LAYERS OF GRAY 51L (SOFT, COMPRESSIBLE) WATER LEVEL 5/20/76 GRAY SILTY FINE TO MEDIUM SAND WIT OCCASIONAL GRAVEL, WITH NUMEROUS LENSES OF SILT,'ORGANIC SILT ANO F (LOOSE TO MEDIUM DENSE) GRAY -BROWN GRAVELLY SILTY FINE TO COARSE SAND (MEDIUM DENSE) GRAY SILT WITH TRACE SAND AND GR. (STIFF) BORING COMPLETED 5/20/76' NOTE THE DISCUSSION IN THE TEXT OF THIS REPORT IS NECESSARY FOR A PROPER UNDERSTANDING OF THE NATURE OF THE. SUBSURFACE: MATERIALS. • 104%.8 0. IMO 25 20 10 5 0 -10 -15 •20 2 18.67.114 15 17 ■ 11 12 41,Bg - • 8 88.9% -5o t! 73.9:1-54 ■ BORING 76 -3 ( jl it It 4 ( SM ML ELEVATION 21.8' s 2" OF ASPHALT UNDERLAIN BY CRUSHED ROCK BROWN SILTY'SANO WITH OCCASIONAL GRAVEL (DENSE)(FILL) GRAY SILT WITH LITTLE FINE SAND, TRACE GRAVEL AND ORGANIC HATTER (DENSE)(FILL) GRADES TO MEDIUM DENSE • ML GRAY. SILT WITH ROOTS AND ORGANIC MATTER (STIFF) OL WATER LEVEL 5/20/76 GRADES WITH INCREASING ORGANIC CONTENT BELOW ELEVATION 11' SP DARK GRAY -BLACK FINE SAND (MEDIUM :1ry DENSE) I4 ()L DARK BROWNISH GRAY ORGANIC SILT WITH I NUMEROUS LAYERS OF SILTY PEAT (SOFT; 1 II II 11 II I COMPRESSIBLE) DECREASING ORGANIC CONTENT ML ALTERNATING LAYERS ANO LENSES OF GRAY 1 4 Sp SILT, DARK GRAY FINE SAND ANO BROWNISH GRAY ORGANIC SILT (MEDIUM STIFF) 17 ,-DARK OCCASIONAL GRAY-BLACK FINE TO N TSILT M S • (DENSE) • BORING COMPLETED LiJ14 8 M OOR PLATE A -2 MA✓OR D /V /S /ONS GRAPH SYMBOL LETTER SYMBOL TYPICAL DESCR/PTYONS _ COARSE GRAINED SOILS YOR[ THAN /0 Of MA7t41a1 14 A L 11._01,1 Twa4 NQ LOO 11(44 1474 4RAVEL AND GRAVELLY SOILS 14011[ TITAN w % GRAVELS G coARSE ,a4c• 7,0,4 IICTAIN(t ON N0. • 84(44 • . CLEAN GRAVELS 111711.E on NO t • • • e•4 • { $ • 1 • e �, •11 • • it 6 GW *ILL ••ADE0 11art4f RA 8 , SYS4- SAND MIRTU4L f, 1.4774E OR NO FINES PINtS1 0 0 r ,.,, .I, b 0 ID • O. .rr r e ; a ... • f •1 • S • r Y s W. Mi ? R • 1 GP GM POORLY•10140(0 ARAM.; LL ' 1 * 4 m TUNES, LIT7L4 DR ' N SILTS AVE*f, •RAVLL -SAND• SILT rIwTUNLt +1 WfTH FINES • (AMRLtIAILL AUOUN1 of P4444) ; 41:�•*. 1 1F•OS • • r GC corny 111 *Vt1.4. •SAND- CLAY 4414784(4 SAND AND SANDY SOILS YORE TITAN 50 or 408414 P4AC• VON MUM N0. 4 SIEVE CLEAN SAND (LITTLE OA MO TINES • •• ; • • ' • • •' • •' ,., •. .,, - SW wLLL•SRADED SAND*. SRAVE41.Y SANDS, 1.1771.4 OR NO I4N44 i }{i Y.illr4 �ii i: • • f,}i;�;lnil : i ti l i ii Ft 111 � '9 1. 1 + 1 � i i Sl 1, 1':. 4,3. - : ..i�ni t pp S POORLY - SRAM) SANDS, SRAYELLY SANDS, LI77LC 011 MD POSES SANDS WITH FINES IAPPNECIASLC AMOUNT OP FINES) 1 .' 1 i'M-.7. II 3 I 1 "L i 1 j1 '" . �! .. S M SILTY SANDS, SAND•*ILT MILTURE* !% r , y • ,... +�ily e a/•; . 144 SC CLASSY SANDS, SANO•CLAY MISTURLS FINE GRAINED SOILS /ADAC THAN 10 % OF NA7tMAL IS lMAILER 1NAN 110, Soo s,trt sus • • SILTS L101/111 1.11447 AND , WI THAN ' SO CLAYS . Prill R7 ML I4044ANIC 31473 AND 4441 FINE SANDS, ROC* FLOUR, SILTS OR CLASS'S TINE *ANDS oR CLAYL7 SLOWS 111.71 41TN SLNT ►44171C17Y � /j /j/ / / / //f CL �����/ Iwo4R CLAYS 4rs of 44 1.0w to NtuluN PLASTICITY, 4411.1.7 cLA73, SAAD7 CLAYS, SILTY CLASS, LEAN tun II 1 4 1 1 1 / 1 1 1 1 1 1 1 1 1 1 1 44411 1 !1hn 1 4 ' 1 1 1 1 OL• 0118414 SILTS AND 0488444 SILTY CLASS Of LOW PLASTICITY • '..: .. • — r i�• MH MH 1N0148AN1C 11413, mcattoU3' OR DIATOMACEOUS FINE SAND ON SILTY SOILS SILTS ' ''P"� LIQUID LIMIT " '�' : AND ESR AT[4 THAN 60 '•''' •., CH INpNANIC CLAYS Of Nl1N PL ASTICITY, MT CLAYS q CLAYS ( � • I �i • OH AC CLAYS DP 4440184 TO SINN OMNI PLASTIC'S;, o*/ANIC SILTS ._.±sf �`Ste PT 1 PLAT, MOW; WAY► Colts VITN MIN oRSANIC CONTCNYS HIGHLY ORGANIC . SOILS 3 t = • _" SOIL WIC. DUAL 8180041 ARC LOCO TO 1NDIt411 NO*DC4ll4E SOIL CLASSIFICATIONS. CLAISSX VICATION' C X I% ,LL UNIFIED : SOIL CLASSIFICATION SYSTEM 144IIES CS /•• A '1 ,0C .02 .04 .06 .0 • LOAD IN LBS. /SQ. FT. CONSOLIDATION TEST DATA dp■168 6 MOC PLATE A -4 • a 6 g 0 !2 14 26 28 BORING .. ELEVATION SOIL TYPE • MOISTURE CONTENT DRY DENSITY IN LBS. /CU. FT. BEFORE AFTER • 3 .1,2 0RG4NIC SILT 73.9 65.1 54 ,0C .02 .04 .06 .0 • LOAD IN LBS. /SQ. FT. CONSOLIDATION TEST DATA dp■168 6 MOC PLATE A -4 ENGINEERS - NORTHWEST INC. P. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No. JOB NAME DATE SUBJECT SHEET OF structural calculations RECEIVED CITY OF TUKWII-A FEB 6 1991 PERMIT CENTER ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Jos No. JOB NAME LL: LIIUA ALL DATE -�" 87 /A SUBJECT J C-3C1 Rawl //./G LL - 2 5 n•sr pL r ' , N0(„J o/..) 12 F[v!,1( Ir3LE) s -� /g PLY(.jcx. , 2 '' Ric- 1,J i-/ _. 2 f „ -r- S y X pL 2u/js M'SC ELL /wrs0U @ 2/4" SHEET OF BY 11 - \1L_ V _pL 1 .a 7'L .8 P F CL-L3 INT. AU rI W.,AL_ /s : :s'iv., 2v 51 \1) r. 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E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 - 6698 Joe No. SUBJECT 7 .56 :3 K / PG. LALL.:. JOB NAME 7 IL.li.//�y i -t i DATE / t , ChLt4M1U1 4 61-E & (12 vvnLLS SHEET OF BY PHI V. U se- A /2''(z) 8R.RUJC S7721 2 d' d zC s'h') r 3 9 J, P ` 30 (20 (20)) = I5O 1. t3 L.L. 20 ( /S nsr)(?.c) 9 oat) L( U S€ • U+AkIuE-L (,t SC r7 t• v,, ENGINEERS_ NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 (206)525 -7560 - FAX # (206) 522 -6698 JOB No: SUBJECT \A/'/-Jb P2eSS C.I��S 1'7)1?.. ;u' I OI* J 1 iAti... 5 I 1-) OU JOB NAME 2 1e.. LJA 'h t fA.2 iv? (.) (I,2) r 1 2° r F 1`9 (. `?) (1: l) ° /3.c)9 P.Sr -- DATE I -x 8 8 SHEET OF BY 'PH (1-- �/, FEB 05 '91 1026 ENGINEERS` NORTHWEST 522-6698 SUBJECT L.. A1/4-r .1zAL -, + ASE• , SmtrA2 EGIL A,l s...J • Sti .4Z AT Crf•' 1G U = ZoXIC 3 2 = . 3 c /. .•< 2- ,Da A6 , L : (C,, .9. 0, c '.14' , S5 >;�At�;. 6 ca '( 4CU L � . 5t C)) I �, I g ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)5225.7560- FAX #(206)522-6698 e Joe No. Jae NAME...,; 'afcv -.AY '?Li A TO 1 Q&c DAT • . n J. O x 2.75 1 T R . [4002(3 I5 ..P=F• ' 72, dK <j l I S (46)1 IS TA 3 1S K b9) y t •� - �cy ZCJ�.S) /Q. P4,t + 1 89 K + 4 z Nl� ..w. _ STS 2. '66(1. S SHEET - r sc Cgicuficno S NUL) CoMPw '1n 'T1'kn 19 4 8 1,tac. c-c is 7S cv,d1 •H ris7L 3 5 ti . 69 lag) 7 x,.56 u CZ P.2/2 6, 72 P OF 'I2 ;o 'tt.1'l) = / U,(, k ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No SUBJECT l rnl (,.:rAts.. JOB NAME PN12-14-1 Y PLA ATJT'1..1 DATE 1" 5 ' 6 R) SHEET OF BY 2RlL \f . /0. 4'/ 4o ' pc� /- 40(6'3) i5 Z(z,1 Par 1 5 1 c1-17N2 A L L _ 0.4K 4 , 95 .1(. 4 6 i (, c,q k(g) - 11, 3) K ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (206) 522 -6698 Joe. No. JOB NAME SUBJECT FOL.(/.A n,J PLATA &L..LO WP(ILE SO►L 67,442- IAJ pnE P.; 12. Z Sao Fr F 50. I( R bor L o nu 3'.O K CUt_ 25 e 7zsT ur7; .25 _ 22.1 Fi 2.Stsr 11 S. DATE SHEET BY PNtLV. U .r A .S O N 5 _ M X 11- �. 13' or", , / -3 OF t,-4( + c'e'K r c? (..'ALL 38o P F (2a,r) jAm 1.92 2.5 ry" 8 (/9 z� 0 (.71 lu ) Z:,S ksF 4. 92 rtr ± IS2 1 9(G9 ts2) /494 ht-F USE / • M ►N. n.'9 2251U r ro; lr., ► 07)-1 caw r -. Prr7 . ENGINEERS - NORTHWEST CONCRETE WALL DESIGN (version 3.0). 6869 Woodlawn Ave NE 1988 UDC Seattle,Washington ..98115 07:44:58 12-31-1988 po 100 added thickness (in) 0.00 WALL DATA height (ft) thickness (in) 18.00 5.50 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING. DATA unfactored wind in(psf)= 14.3 out'(psf) 13.1 seismic one 3 press (psfl= 15.5 import fact= 1.00 ledger.... LL(p)f)= 250 DL .(plf) =. 130 ecc (in) 2.3.. concentrated load. LL(lbs)= 0 DL (lbs)= 0 ecc (in): 0.0 concentric load LL(plf)= 0 DL (plf)= 0 horiz load pif.(+ inward)= 0 dist above floor(ft)= 0,0. REBAR DATA Vertical t4 at 16.0 in d= 2.75 Horizontal min in "2 / ft 0.13 1 0.7 2 .0.7 3 .'.'0.7 4. 0.9. 5 0.9 6 :0.8.. 7: 1.5 22.40 22.40 22.40 22.92 22.92. 22.61, 23.91 K factor. 1.00 Sheet of DRUG EMPORIUM TYPICAL WALL parapet ht (ft) 0.00 X LL w /seismic '0 LL w /seismic= 0 X LL w /seismic =. 0 strip width (in)= MOMENT AND DEFLECTION RESULTS + inward - outward Case •Pu (kips) . Mu (in -k) . PhitMn (in -k) defl (in)'_ Allow defl(in) Comments 8.7 -8.7 -11.2 8.0 -9.2 11.3 .: -2. LOAD.CASES 1) .901 -+ 1.3WL'inward 2) .9DL.+,1.3WL outward 31 9DL + 1.43E0 4) 1.05DL' +,1.28LL + 1.2881. inward 5) 1.05DL +'1.28LL`+ 1.281(1 outward 6). ;1.05DL +.1.28LL + 1.4E0 1) 1.4DL +1.711 0.06 -0.06 - 0.07 0.06 0.07' 0.07. -0.01. case.ok case ok case•ok case ok case:ok. case ok case ok " NOTE . in cases 1), "21,.4), and 5) the LL used is 1/2 of the applied LL 1.44 1.44 1.44 1.44 1.44 1,44 1.44 ENGINEERS - NORTHWEST 6869 Woodlawn Ave NE Seattle,Nashington 98115 CONCRETE WALL DESIGN (version 3.0) Sheet of .. 1988 UDC DRUG EMPORIUM 07:52:06 12 -31 -1988 6LBSEAT B WALL po 100 WALL DATA height '(ft) thickness (in) added thickness (in) K factor parapet ht (ft) 17.50 5.50 0.00 1.00 0.00 MATERIAL DATA concrete (psi) . rebar (psi) 3000 60000 LOADING DATA unfactored , wind in (psf) 14.3 out (psf): .13.1 seismic zone 3 press (psf): 15.5 import fact - 1.00 ledger 100 DL'(plf) 52 ecc (in): 2.3 `concentrated load LL(lbs): 15000 DL (lbs)= .8640 ecc' (in): 3.5 concentric load LL(plf): 0 DL (pif): ' 0 horiz load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR'DATA • Vertical 15 at 7.0 in d= 3.69 Horizontal min in02 / ft 0.13 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi$Mn (in -k) defl (in) Allow defl(in) Comments 1 3.3 .. 2 3.3 3 . . 3.3 4 7.2 5 7.2 ,... 6' 3.8 7 14.0 .. 94.94 94.94 94.94 90.63 98.63 95.53 88.90 LOAD CASES 1) .9DL +.:1.3WL inward NOTE in cases 1), 2), 4), and 5) the 2). .9DL + 1.3WL outward : LL used is 1/2 of the applied LL 3) ... :9111 + 1.43E0 4) 1:0501 +1.28LL + 1.28WL inward 5) 1 0501 + 1.28LL + 1,28WL outward 6) 1.05111 +.1.2811 + 1.4E0 7) 1.4DL + 1.111 INTERACTION CURVE DATA .11Po .7$Pbal ' .7tMbal .71Hn 94.2 17.4 93.4 70.7 curve -2.7 -19.8 -22.5 -20.1 -41.6 -24.8 -82.3 X LL w /seismic 0 . LL wlseismic: 0 strip width (in): 35 % 11 w /seismic: 0 -0.05 1.40 , case ok . 1.25 1.40. ' . . case ok -0.29 1.40 case ok -0.19 1.40 case ok . -0.14 ' 1.40 case ok ' -0.29 1.40 :case ok 1.92 case ok'used interaction • ENGINEERS- NORTHWEST 6869 Woodlawn Ave, NE Seattle,Washington 90115 JAMB DATA height (ft) 18.00 SPANDREL DATA .thicknees(in) 5.50 OPENINGS: LEFT MATERIAL DATA width (in) 24.00 offset (in. 0.00 width (ft) 10.0 concrete (psi) 3000 LOADING DATA unfactored wind • in .(psf) 14.3 seismic... zone 3 ledger LL(plf)= .100 concentrated load LL(lbs)= 0 concentric load LL(plf) 0 •horiz load plf l+ inward): 0 REDAR DATA Vertical. 2 15 • d= 3.69 MOMENT AND DEFLECTION RESULTS .+ inward - outward Case Mu (in -k) Phi1Mn (in -k) 33.1 -31.3 -29.0 32.2 -32.3 -28.3 -2.9 2.0 2.0 2.0 2.5 :;: 2.5 2.3 3.6 CONCRETE JAMB DESIGN (version 3.0) 1988 UBC 07155:40 12- 31-'1988 po 100 thickness (in) 5.50 + outward) height (ft) 10.0 rebar (psi) 60000. out (psf): 13.1 press (psf): 37.3 import fact= 1.00 DL (plf)= 52 ecc (in)= 2.3 DL (lbs)= 0 ecc (in): 0.0 DL' (plf)= 0 dist above floor(ft)= 0.0 Horizontal min in ^2 / ft 0.13 defl (in) 60.69 0.61. .60.69 60.69 ' . 1.31, 61.76 . 0.58, 61.76 ' -0.59. 61.33 '1.31 63.87 -042 Sheet of DRUG EMPORIUM 24 INCH JAMB add thickness (in) K factor parapet ht.(ft) 0.00 1.00 0.00 RIGHT width (ft) height (ft) 0.0 . 0.0 X LL X LL X LL w /seismic= w /seismic= 0 w /seismic= 1 2 .. 'LOAD CASES • 11 2) 3). 4) 5) 6) • 71. .981: + 1.3WL'in .901 4',1.3WL outward '.981 + 1.43E0 1:05DL + 1.28LL +'1.28WL inward. 1.0501+ 1.28LL+.1.28WL outward 1.05DL . +.1.20LL + 1.4E0' 1.4DL + 1.7LL Allow defl(in) Comments 1.44 1.44'. :1.44 1.44 1.44 1.44 1.44 case ok case ok case 'ok . . ,case ok case : ok case ' ok' case' ok NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS-NORTHWEST CONCRETE JAMB DESIGN (version 3.0) Sheet of 6869 Noodlawn Ave NE 1988 UBC . DRUG EMPORIUM Seattle,Nashington 98115 07:56:35 12 -31 -1988 36 INCH JAMB po 100 ' JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) , 18.00 36.00.. 5.50 0.00 1.00 0.00" ' SPANDREL DATA thickness(in) offset (in..+ outward) 5.50 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) . , 10.0 10.0 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psi): 14.3 out (psf1= 13.1 seismic... • zone 3 press (psf)= 30.1 import fact= 1.00 ledger LL(plfl= 100 ` DL (plfl= 52 ecc lint= 2.3 X LL w /seismic= 0 concentrated load LL(lbsl= 0 DL (lbs1= 0 ecc (in)= 0.0 X LL w /seismic= 0 concentric load LL(plf)= .0 BL (plfl= 0 X LL wlseismic= 0 horiz load plf (+ inward)= 0 dist above floor(ft1= 0.0 REBAR DATA . Vertical 2 115 d= 3.69 Horizontal min in "2 /.ft 0.13 MOMENT AND DEFLECTION RESULTS. + inward - outward .Case . Pu.(kips) • Mu (in -k) LOAD CASES ' 11: .901 + 1.3WL inward 2) .911 + 1.3NL outward '31 .9DL + 1.43E0' 4) 1.05DL + 1.28LL + 1.28NL inward 5) 1.0511 + 1.28LL + 1.28RL outward. 6) 1.05DL`+ 1.2811 + 1.4E8 7) 1.40L + 1.7LL PhitMn (in-k) defl (in) Allow defl(in) Comments 1 1.5 24.7 42.61 0.29 1.44 case ok 2 1.5 -23.4 42.61 -0.24 1.44 case ok 3 1.5 -22,1 42.61 - 0.14.. 1.44 case ok.. 1.9 > 23.9 43.60 0.26 1.44 case ok 1.9 -24.0 43:60 0.28: 1:44 case ok 1.8 -22.3 43.20 -0,14 1.44 case ok. 2.8 -2.2 45.60 0.01 . 1.44 .. case ok NOTE in cases 1), 21, 41, and 5) the LL used is 1/2 of the applied LL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 513 /0 11,' 7 ;?Pet WEA - 5 3 ©6 /67 7 51N g 3I7 !0 -3o 7C; 5i lD -3o 2,6 FIELD TEST DATA TRUCK SAMPLED / „Z / TRUCK TICKET NO. _...Z.. r' -- TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR ‘ -'1' ' Lf '`/ WEA - TEMP 0 d �j AT AM AT / (/r•M 7 7o g 3I7 TOTAL COT RACTOR _ DATE ' FILE NO) • 7 PROJECT ADJUSTED WEIGHTS CEMENT 4110 LOCATION il/ FA. iii . .rA/.i , BLDG. PERMIT NO O J' OWNER CA. WEA - TEMP 0 d �j AT AM AT / (/r•M ENGIN R g 2,'4't' 6at/4- !'fl 1 774111 / TOTAL COT RACTOR _ BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 4110 FA. ,, 7�,0 CA. WATER g 2,'4't' TOTAL Q.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 8 -5812 FAX (206) 881 -5441 TO: ATTN: /6 7 EFestrifecs X Tf /z I4 ,8roz, =NO. 'C AEA. ADMIX PLACEMENT AREA & NOTES COPIES TO' Tut L. W 11 0. & + A'4 LLL k1 ., CfLINDER REP C1R , SEE FIELD ( t' REPORT . COMPRESSIVE STRENGTH 10— 14--1 j ,/ A CAC12 INSPECTOR: SIGNED: r . + PRODUCERS CONCRETE: 'y � J,, ` Cam" CEMENT 427. YARDS PLACED A.A.R. TESTING ABORATO'Y, INC. DESIGN STRENGTH J ©c'O , se -�✓ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 9 . 7 i // 9 - 1 - 7 6 X., - L /62,0 1/9600 4 L23 o 6 - 9 9 9 L 9. G / /r22,DKivr? -Lit/ to -- 8 /0 76 00 3/ 0 7 f Oo 1O - ci 28 / ( ) 7 / 0 0 3790 FIELD TEST DATA TRUCK SAMPLED /0 TRUCK TICKET NO. /A � ? & TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 3i6 5' /62,0 ARCHITECT 6 - 74 L 9. G / /r22,DKivr? -Lit/ TOTAL DATE 1 9 / FILE NO. 7/ PRQJECT P..P/it' . 4 7f2 ft r,2iti.rYl % MOIST LOCATION / 7. J 4' d' 9 r JrkieeXings Pg /.Rr y , mpg. PERMIT NO. OWNER WEATHER TEMP ( f el '' AT 8.' p b AM AT PM .�//.6 —e-1 �' ENGINEER /62,0 ARCHITECT CONTRACTOR e G / /r22,DKivr? -Lit/ BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 4/7 O FA. /4/60 C.A. /62,0 WATER 2864,44. TOTAL 6 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: ki A) Zt /C ATTN: /62757 - 4. MIX NO. PRODUCERS AEA. ADMIX PLACEMENT AREA & NOTES ADD COPIES TO: CONCRETE: i I - ono D_ I. C( REPORT; COMPRESSIVE STRENGTH INSPECTOR: SIGNED: SEE FIELD REPORT NO. N2' 2 . . 4647 CR CEMENT CU. YARDS PLACED 3 - 8 CAC12 % DESIGN STRENGTH 2- Irt." U • A• z� ,- t) 1¢ /4: Cant A.A.R. TESTING LABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. q7, 7 - /0 AIR ' - 0 /a-- - 7 bt(R ARCHITECT 74-I32v t3 0 a 6 14 a L-I 76 0 ____I ) a73 / ?3 /p -- / t340 WI 1 4 FIELD TEST DATA TRUCK SAMPLED / 0 R TRUCK TICKET NO. j 2"f 3 ,2C3--- TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONIC AIR AM P ENGINEER / , 9.4 ARCHITECT CONTRACTOR 1 A40 %•,Y TN e- a 7. CO TOTAL DATE 7-/d• / FILE NO. ,1 -PI7 DESIGN WEIGHTS PROJECT 12k- p Ei190 o v vivl ADJUSTED WEIGHTS LOCATIm ( / a "? aJ 4( c: 741 e4fAce PA y . 5'Z G. BLDG. PERMIT NO. e To 7 OWNER FA. WEATHER 4fe a -Lr TEMP AT 7 6' AM P ENGINEER / , 9.4 ARCHITECT CONTRACTOR 1 A40 %•,Y TN e- a 7. CO BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT . 5'Z G. FA. / q 4t v CA. / , 9.4 WATER a 7. CO TOTAL COPES TO: C( CINDER REPOR A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881 -5441 TO: G /LL/�<7 ATTN: /t ST /�.. ,'-. 'r• a #/... 7f /d MIX NO. 11 • /A- 7 / !3 Lt c-- COMPRESSIVE STRENGTH PRODUCERS CONCRETE: Ai • `e .1 CEMENT CU. YARDS PLACED ld AEA. ADMIX CAC12 % DESIGN STRENGTH Ord p PLACEMENT AREA & NOTES fd aiv da ti' o r/ v ,. . f9 E TO .4:-_, /4 4..1 ra-- /.`,y,4 fo Ito -1 t-l c.! a l - 19 - 11 SIGNED: SEE FIELD ' i r ' REPORT NO. 'Z d �c.A.R. TESTIN CR NO 4153 LABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. a2 / o A_J. AIR 6) A/ ry a ae WATER ci73 6 ts "a E d o tO — S - zg 2.. / .. /0 ./o 44kao 3680 3?90 C(735 /O --e- FIELD TEST DATA TRUCK SAMPLED / "_.. TRUCK TICKET NO. /8. PROJECT Z,/Z(.. R . 1 c./.W1 TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR %5 A/ ry WATER .5-- 6 ts "a E d o TOTAL DATE /v - 5/ FILE NO. 2 / - cf ' y PROJECT Z,/Z(.. R . 1 c./.W1 LOCATION l Zg4.7 Y csoi. rl/C AcT72- Pk wy BLDG. PERMIT NO. OWNER WEATHER ?''/ �' � TEMP / AT 8: AM 40 O AT PM ENGINEER ARCHITECT CONTRACTOR aGeJ!'J A ,4 n) .2 ^ 7 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT e ! / 7 6 FA. /G /G" C.A. /B2...,D WATER TOTAL A.A.R. TESTING LABORATORY, INC. 0 P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: I C∎44/ 6 %4r/K ) • 7; (? Ate: Lc� F (5 1 /' , r1J 4 '9 2— MIX NO. O « REPOI(' SEE FIELD • # .,z7 REPORT NO. ow- COMPRESSIVE (� COMPRESSIVE STRENGTH 1 N ° 4645 CR PRODUCERS CONCRETE: `V_ �' CEMENT CU. YARDS PLACED 2 AEA. _ ADMIX CAC12 % DESIGN STRENGTH ZLc v PLACEMENT AREA a NOTES , j A d7 2ca ft f'G J 77) / • ti L /AMT e S cp Re 1 We 'r) Idt t-. / ,9- re' 7.C? COPIES TO: UV-lr1t`Ol ...3>207" q A.A.R. TESTING ^ SORATORY, INC. 0 -14- l! Or' 16 l SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. v 1 . Q .. /. / 6° ;-x `' TEMP ! 21 o D / o 1,3S I in-IS -/" TOTAL CONTRACTOR Lo,4 " H ' rh - 2D? c C430 1013(p / t 0-IS ) t Lc) acs 5 / A@L.'11W oCT 21 1991 CITY OF n! ARIr!!, T uKvv1LA r eat —rvr FIELD TEST DATA TRUCK SAMPLED / y TRUCK TICKET NO. il F. 7/ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR /. / 6° F/v ;0I TEMP A PM ENGINEER 7, d • g' Ai TOTAL CONTRACTOR Lo,4 " H ' rh - DATE 7_77 7/ FILE NO. 9/ -7Y? DESIGN WEIGHTS PROJECT rr P ry/ a 64" e// • ri.A4 ADJUSTED WEIGHTS CEMENT LOCATION c.S , C?. .e ' BLDG. PERMIT NO. 4761 7 OWNER WEATHE9. TEMP A PM ENGINEER WATER d • g' ARCHITECT TOTAL CONTRACTOR Lo,4 " H ' rh - BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT !. 61 FA. a 74 o CA. ---- - WATER d • g' TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: ATTN: I ; //?..° A . MIX NO. Cl` CINDER REPORC SEE FIELD REPORT NO. COMPRESSIVE STRENGTH COPIES TO: ITA k ul Luw�km CONCRETE: CEMENT a 3 Ida. SIGNED: fn.-17-f/ 9r 7d N°_ - - 4162 cR CU. YARDS PLACED / PRODUCERS AEA.. ADMIX. U 6 .4/ . Gh � +S CAC12 PLACEMENT AREA & NOTES `rim ,! ,/ U S v /C p ly/ / r, ,C e> '11 Q DESIGN STRENGTH , (6eapj A.A.R. TESTING LABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. /0a - 4* ` l - /y - . .ZG 7 ix/a /j"?' 5g /n0 1 C WATER /0 Z. A ed /0 - 1 1 TOTAL /f 9 S 0 0 2,50 , / 0 z 3 G ! /0-17 / / 6 7 0 0 1 4-0 FIELD TEST DATA TRUCK SAMPLED TRUCK TICKET NO. TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. - CONC AIR 7:20 S /j"?' WATER 4r ed TOTAL DATE � - `/ 9 / FILE NO. 9 / - �7' • v�ji - -OJEC /•• - 6.1 La AT I• v ". 7'f S," -A e., ti/`er hi ILAl1 ptDG. - E . IT NO. d y WEATHER Ci /.e' � k, OWNER TEMP AT 7 L• 0 AM 6. 0 AT PM ENGINEER ARCHITECT CONTRACTOR // L a il /.0 ), _rive BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT Y7v FA. / tr c(J CA. /j"?' WATER ,.,2 p'O"U TOTAL TO: ATTN: C(_ UNDER REPOR SEE FIELD ye?7 pEFO� NO. CR A. A.R. TESTING LABORATORY, INC, P.O. BOX 2523 - Q (e,(0 REDMOND, WA 98073 -25 3 �,C to DWBE CERTIFIED (206) 881 -5812 FAX (206) 881F544 MIX NO. CONCRETE: PRODUCERS AEA. PLACEMENT AREA & NOTES OCT 23 TY OF TUK CEMENT ADMIX CAC12 COPIES TO: T(..(. k .4Y& Ek21 . b ) LiAmpkin 9 COMPRESSIVE STRENGTH IN SPECTORi N_ 4165 CU, YARDS PLACED DESIGN STRENGTH iT a v A.A.R. TESTING L ORA TQRY, INC. SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 4/9 • ' 4 /9 3 q� �e /o 3 / - zlrf JOY( 11r 1.2 ENGINEER 79 ?&) 2,13,5-0 •1 1 a-r/ e 6 CONTRACTOR L0AI,9 1(; 9 c n 36-00 9'9 /0-v 8 63&o 3 0 5o _....._......._. 1 Itil --,,(L',--,itio-,[171 . 03T 31 1991 ��Tv er 7 . •. ,,. :., � / FIELD TEST DATA TRUCK SAMPLED late TRUCK TICKET NO. l� j TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR JOY( S ENGINEER ARCHITECT e V e 6 CONTRACTOR L0AI,9 1(; .,t & • DATE - V----- FILET /! "."5 9 _ PROJECT AtOrd EA or..Lne► LocA � � fiat)/ BLDG PERMRNO. 7 OWNER FA. INEATFIE17 , L� r TEMP !,if AT /4 d AM AT PM ENGINEER ARCHITECT pI Ciel i CONTRACTOR L0AI,9 1(; .,t & • BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT j",17 FA. /c3 y Q CA. i 7611 WATER pI Ciel TOTAL 4 0 TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 L6 ,>, _rfsiG. ATTN: /,' 2 7 E T Ke. E, s'e a- kt e ‘) 9f/ 0A MIX NO. CC LINDEN REPOR 1 COMPRESSIVE STRENGTH SEE FIELD �'f� REPORT NO."' N° 4173 CR COPIES TO: CONCRETE: Lrn k CEMENT /5 ,, / f7 -- 7 —'7L SIGNED: PRODUCERS AEA. ADMIX CAC12 PLACEMENT AREA & NOTES 4,. d /� MI e, K /�pQ i T{/ (9 DESIGN STRENGTH P ./ate "IN DEPT. f GU YARDS Pb4CL'D -' d A.A.R. TESTING LABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 513 /P- z jo-9 lo-'30 7 ZB 70e ENGIN R J '2 ''t //5 /4/Gt1 3 C 6 e35 J 6 1 L') 2.-71 4 ? 5 630 C01 T RACTOR _ i,k7 / 27 TOTAL litam" - - i'fti imi EPT. t • t t PLANNING FIELD TEST DATA 1� TRUCK SAMPLED /;2 / TRUCK TICKET NO. /©!!� T TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 1zS-r f-„ ENGIN R J '2 ''t //5 /4/Gt1 ? -7 o 0 630 C01 T RACTOR _ i,k7 / 27 TOTAL O J ? - 7/ � FILE E NO. 7/ P/ PROJECT 741 ecr' F�ti� /t -t-t LOCATION 1 ADJUSTED WEIGHTS CEMENT BLDG. PERMIT NO O 7 OWNER `/ WEA P a TEMP / v 0 AT ,/ AM AT / VS ENGIN R J '2 ''t //5 /4/Gt1 ICHrTECT bit /4. m, (i �� - ,u / g 2S C01 T RACTOR _ i,k7 / 27 TOTAL BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS 'Yo MOIST ADJUSTED WEIGHTS CEMENT 6f-25 FA. 2 7 2 CA. WATER g 2S TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 " To: L Itft A/ /6a7 E9ir4K . fir1/71 /z 0 l8tc z MIX NO. • CONCRETE CC. i.YNDER REPOR ATTN: COMPRESSIVE STRENGTH SEE FIELD REPORT NO. CR .CEMENT ` CU. YARDS PLACED PRODUCERS AEA. ADMIX CAC12 % DESIGN STRENGTH 3 O 0 e- ' PLACEMENT AREA & NOTES N_ 4048 COPIES TO: Tu k w Cl 615 •AOJI I LU. I t1 ' // / /O' I q ' - R'I SIGNED: A.A.R. TESTING LABORATO Y, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL ' LOAD STRENGTH PSI SET . NO. 5 i 3 /0- 1 ca -9 7 xt'l ENGIN Fl ... A0 S 3 0 6 ,..: 7 5 I Li 43' TOTAL to-So 5 ) 5 u-7 \61D 9:522 0 3 o3o .. 26 ., ..... _... ... 0 ......_ _ , . . C - 6 1991 r IT ill ... • FIELD TEST DATA TRUCK SAMPLED / / TRUCK TICKET NO. jeef V TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTM 2 7‘ WEA Py / ‘ 47'- d-j/ ENGIN Fl ... A0 r ilTECT . M 1 ‘97 i 7 - 7 0° 43' TOTAL DATE /0 '-' 9 - 7/ FILE NO. DESIGN WEIGHTS PROJECT .--- D o e,(6- r4v, 4k4ne-Pvt ADJUSTED WEIGHTS LOCATION ./.1 II . „to' / .40 _ _ BLDG. PERMIT N OWNER 2 7‘ WEA Py TEMP 6 AT AT t g cPAI * ENGIN Fl ... A0 r ilTECT . M 1 ‘97 i WATER COX CMA- RACTOR k/~ki /1/ Zde./ BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % ADJUSTED WEIGHTS CEMENT 12-20 _MIST FA. 2 7‘ CA. WATER EgtA TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073-2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881-5441 TO: Zieivirk7A/ ATTN: / 7 F,45-7-4A Wht MIX NO. CONCRETE: Cv\A. LINDER REPORC SEE FIELD REPORT NO. ' . . PRODUCERS AEA ADMIX CAC12 DESIGN STRENGTH 0 — PLACEMENT AREA & NOTES 0 ny �i1 6A/64T,7'f' 4/7, jot /vire .f';:ace,/C r COMPRESSIVE STRENGTH I CEMENT 10^ I4 SIGNED: INSPECTOR: A.A.R. TESTING ABORATO Y, INC. N - 4048 CR • ro ect: k ype o nspect o Iii irall II 1111 11 pill ' • . ress: do : : Special nstruct ons :. Date anted: i 2 9 9 1 a p.m. Requester: D Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: pt No.: 0 . INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 0 Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Bivd:, Suite 100. Cali to schedule reinspection. Date: Project: �� � �l I /44.... ' Type 01 inspection: pi V1 G�.. t Date Called; 11 , 3 _' c 1 Date Wanted: I I — J .- Address: 1? y 5+ c"4 �(.. 0 Special Instructions: 7w1� V 1.fr,IttSe j kl- -L F. e2-47— (...., 0v; A .5. ,,isu Requester: . i . 1' Phone No.: /,a Ispt - C 0 /' 8 , 1), INSPECTION RECORD O Retain a copy with permit SPE • ` N0. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ 'Approved per applicable codes. •.,N;0: Corrections required prior to approval. COMMENTS: l �. Inspector: 041;i 4 Date :, Z - —1 f 19701 PERMIT N0. (206) 431 -3 0 r r.43c v.'r • 0..$30.00 REINSPECTION FEE REQUIRED. Prior to reinspaction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r ec0Pt No.: Date: .rcge p Y-tA ,ts„ ti �.r r( Ypeo nspe « ion: p /A Nti I 0 Address,,,• � i • Ala ..1 4 d Date Called: ,1 .. - V I Special Instructions: ��+,w, � v` - t A i i- � � \ G�� F �( 1 * Date "anted: 1 6 -2-- ( m. . Requester: 1 J t 1, j It QTY% Phone No.• 67 5.r 2h5 os CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. IA iJ , PE I N RE INS C`T O CO RD Retain a copy with permit L709, PERMET (206) 431 -3670 0 Corrections required prior to approval. COMMENTS: nspector J d_ 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee mush pe paid at 6300 Southcenter Blvd:, Suite 100.; CaIIto schedule reinspection CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTfO1RECORD PROJECT: SITE ADDRESS: TYPE OF INSPECTION: SPECIAL INSTRUCTIONS: INSPECTION RESULTS /COMMENTS: ATE CALLED: 6300 Southcenter Boulevard – #100 Tukwila Washington 98188 PERMIT NO. ATE WANTED: REQUESTER: PHONE NO.: P 5Z—z'6 Ga •301Z C't . A c r � N� c � C 6z.C1A. P � " �:., p c1sT�� d r ` flA E c34 . 0 4-612 CITY OF TUKWILA Building Division 6200 Soulhcenter Blvd. Tukwila, WA 98188 433-1845 Permit No. _6' Date ..,_&// VIZ__ Job Address / 73q $ - C CORRECTION NOTICE The following items are found to be in violation of Ordinance 1 4-6 6 - - and shall be corrected. n mkt- / tv-sPe=r ce) Am 1.1 6 in /6 PJ r t11 14 1 th2 Th MIL 4■ ho I' Ala 4.- c.„ (Mt /LAS ogiltA.114 an1 14 ott- wArt.L. oPe1'1 id(4 oe--. A0002 ex- ("r" , d)A54./G ^TO lz-adF "is t t&J GPI c.LA,L,a & 6- 71 j %-1.37 - 6-rn. (A) 1AG _e,(,k,-ria stmg— v./0)4 '- op firs 0 . 114E ANA, P tiSgi 011401S tiosno sLop Ade N)(:; g.4de... To Er Aorc- Signed 67 Building Official/Inspector PROJECT: f U.L•. A _r#& JA w PERMIT NO. r 0 SITE ADDRESS: ,,, VAI [KN DATE CALLED: t,-- c 9 — q TYPE OF INSPECTION: 1 DATE WANTED: 0 8.M. SPECIAL INSTRUCTIONS: REQUESTER: L , /� , t PHONE NO.: 7 , —„ K INSPECTION RESULTS /COMMENTS: ?-0- -m s MP fL k t t vANKTP et A MO lea t... t IA wisq-cA c�-t.4 0& GP- • F4 bb hcOs IQ tr(. L 1.1C -r t rJ A t-1 .-- WA, L CAA, KR l� 6C Cp ( Er ?e.) INSPECTOR: -- - -- -'" - DATE: td -. - 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 1i: u wif ?;t:.1:� INSPECTIO RECORD 6300 Southcenter. Boulevard - #100 Tukwlla Washington 98188 CA � r7 � � � ' JOS No 680V4. 600 600 "a PROASOY Drug Emporium at Parkway Plaza 1 ■00ATION " Tukwila, Washington ,....,..... - CONTRACTON Lumpkin -4.-- QWNSR . WIATHFR Sunny & Cl ear 7GMP'. u, u et ± 70 AM p .1,eveNY AT SITE 8111 Caddock - Lumpkin Wien. Henry Paangellnaan -- ENW '. } • l tJ 2:441 91 f l8 :.ill A.Pr1 L :OM I 'i1 C1 X 44 ; 91 1b 1u Ib.NGINEERS HCRT 522.6698 ENGINEERS NORTHWEST, INC. 6869 Woodiaewn Avenue Northeast SEATTLE, WASHINGTON 98115 1208) 626.7580 rc Trammell Crow Company 5601 Sixth Avenue South Seattle, WA 98108 Attn: Sylvia Otani 11-1E FOLLOWINCI1 WAS NOTED: I visited the site of the above referenced project on September 24, 1891. The purpose of the visit waaa to review the plywood roof n a i l i n g . The following structural comments are i n itemized form. 1. The roof nailing appeared to conform to contract documents, and was determined to be acceptable. • Add straps along Qrid 1 below roof plywood per Sect :on. A-2 of contract documents. ▪ One strap along Grid 1 A was tw 1,otpd d not acceptable . Contractor is to add another strap below roof' p1 ywlp a3 mi 1 gar to Section A-2. w }• 1) 4. Ledger bolt spacing at Grid 1 is to conform to Section A-2, Sill Caddock assured me that this would be done. While this report makes reference to observations of certain items of work, it should not be construed that other work not mentioned waac acceptable or oven observed. It ie the contractor's responsibility to see that all work is completed in accordance with . the - p 1 ens and specifications. Di17 P,2/2 -- enr loran o1 i non PROJECT: ` ' ( ■ tfilf I ( PERMIT NO. Q Cl\ SITE ADDRESS: 11 -{ ( ,PAN 44 I I DATE CALLED: ' 1 1 gr. b TYPE OF INSPECTION: cjkl/�� DATE WANTED: 0 ,- 1 0 / - I m , SPECIAL INSTRUCTIONS: ¶ w I4 r REQUESTER: PHONE NO.: (` 1 575 - 2-5 0 3 INSPECTION RESULTS /COMMENTS: C rew - -er 14a4 a.;.. !`•.RCt. ,A cry-- A.: acs • -4, ks12..A.►..., 0 } j INSPECTOR: 2_--- DATE: ` - ( - a iJ't '.T.�.;:t:I:.:`i .> n±n•:. lt' �it�r ;.;11�;h�i�'s <4.bf ✓.tr•iu... CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 r •s4a •rk't'Yt'k�iad4.5:cY�.w `n .!215�f.T.9'w Y','a`;A >7A.k.1619':1k4 1 4�t1' a . INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: p .e ��, c�e-.- ---7,) PERMIT NO. 670 , a h . / � SITE ADDRESS: /73a .ems DATE CALLED: .6f _ TYPE OF INSPECTION: ,0.. -6. -- ., a.m. DATE WANTED: q/ . -� � ( SPECIAL INSTRUCTION : Z_ - /4'_4€ -- e_ct_e ,mo - - _ REQUESTER: _ ,#-_ -a.-e C -%�_l .c.4( --i1 ' do CP /O ' ,0 /h d PHONE NO.: ..C 75�- sD8 INSPECTI N RESULTSVCOMMENTS: t e} u -i4.n, .n J I INSPECTOR: g � DATE: G I -2-6 , c- I CITY OF TUKVVILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 tart :.nv e. INSPECTION RECORD :; �" ii!; 7t: �`;, YAin` r �Jb:.1�:5!1':3;; ?».',?�?. +'1;f! l''.• ":La' �:.. 6300 Southcenter Boulevard -#100 Tukwila Washington 98188 PROJECT: f v• aii to Or i PERMIT NO. (n O 9 SITE ADDRESS: 1 . 3 0 ; S UC' ■ P DATE CALLE C/ •a)- k TYPE OF INSPECTION: R. r � 10.1 l t D ATE WANTED: A.m. - a 3 'a.l r . „ REQUESTER:. 6 j l\ coda (z.c PHONE NO.: Si 5 o1SOY vu� e / _00 SPECIAL INSTRUCTIONS: ,. !� INSPECTION RESULTS /COMMENTS: �ar • 11 7.-� L,i 7�^Z w . --: INSPECTOR: /Ai,_•2i ,/_-is-1,ir1... DATE! Gl'— 2:7-44 , or-IC rthpf;r • CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD O •-i.Y.. 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: / .4,iZ ; `0 .,./,,.;, PERMIT NO. N / SITE ADDRESS: 1 / 3 AIIIPFAII DATE CALLED: TYPE OF INSPECTION: ,,, / A., _, _��" �� / DATE WANTED: 9 , SPECIAL INSTRUCTIONS: / / REQUESTER: a& , / • :— .. , PHONE NO.: 5 s ,4rp 4 INSPECTION RESULTS /COMMENTS: AEP,T „ . ./ _ _ A. ,, .r it / .. ' / - /1///�'I /I /_>' i 4 m � -M - .i � _ �I i INSPECTOR: /.e.-,� _ iA.4_.?IY) DATE: ?-- 7..y --C.,/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 i ' INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: . 11.4. G ' 0. PERMIT NO. 1010 SITE ADDRESS: I, .!j1 : , ,„ , _4, 4'1/4 IP _ A DATE CALLED: rr > TYPE OF INSPECTION: S � _ I .-- • � ita, DATE WANTED: 09 /, j - / .` . . ECIAL INSTRUCTIONS: / / REQUESTER: B 1 PHONE NO.: 6- -- 2-'30'3 INSPECTION RESULTS /COMMENTS: • � Q -, . IN SPECTOR: - �-- -° DATE: ° 1 ( 0 • t • CITY OF TUKVVILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 46 ' 6300 Southcenter Boulevard -,#100 Tukwila Washington 98188 PROJECT: = .. - .� PERMIT NO. C ' SITE ADDRESS: /7 ;- 1 7'3 CY DATE CALLED: g -7,70- / DATE WANTED: —3 -9y a1nr:' TYPE OF INSPECTION: SPECIAL INSTRUCTIONS: /� C6"� REQUESTER: „oe?9 r- L /yam° ss PHONE NO.: ! ,k472 -- _ A R INSPECTION RESULTS /COMMENTS: INSPECTOR: g V /, DATE: 9—c 3--9/ yF:;';.AYe!,r: Slip9LLYc.r,r " t ; ±:44k.P::^r.. nur.if CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 ; 4:04 '�;e:i`i';::+ ^��eR,'J INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ) i" 0 _ till •Oft . IY1 PERMIT NO. /07 SITE ADDRESS: v g . .►... „, it .' , (..) DATE CALLED: — --- 1 TYPE OF INSPECTION: 'y 4 j - 1 0 ,, r 4 ) DATE WANTED: — 1q -q / REQUESTER: r _ 4/ 'd P.M. - -SPECIAL INSTRUCTIONS: 4 cc, 1 i PHONE NO.: 5 c S ' INSPECTION RESULTS /COMMENTS: .� ' • - , .. - o c r t' X49 . INQPPn_TAR- DATE! P -l-- 2 ... I 'I-- ( 3 I CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 • ac .AL INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ,+,,, , i ` PERMIT NO. SITE ADDRESS: airWMIell. DATE CALLED: „i -l' TYPE OF INSPECTION: • C>0 .r DATE WANTED: ,. SPECIAL INSTRUCTIONS: ,� ~ �� REQUESTER: 4 - _ ; PHONE NO.: INSPECTION RESULTS /COMMENTS: ,, �� 1 r 4. • , 1 _ -34. i INSPECTOR: ;Ma, r, 4 4, , r DATE: / ' IIII- *.3Ck: rd2N i94(C,._..a. 'J£L "J( +.'. ..... f',p ∎•4•XY.t):`. ✓. 8 aAl • { CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 :hit�:Y: :`:ik:.vi:�r „ �.:t'i, r:;J':J7`.;Cr.`�•i' :rte; ^ ..i:S.';�t'.;�rny t ;.v r . INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor. Project Name ..� ;r ~--' 4/o Address /13 '/7 Suite # ___Z Retain current inspection . schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: e Fire Alarm :. /.A Hood & Duct: 4/ Halon: ,r'✓ Monitor: Pre -Fire: /../ Permits: . i..:`°...., x:,: i:„„ s, esx:= tii{ ��` 6, in' i. : �«. �;.;: ��� ltl'r.�sn2�`f'�ifr:�.'r'�•.F'�d kT4a�Lf�%7ti., ^.ta?r: a:r.,� •t:ir r- .fiF` { 4 "1-1.•°' 'Authorized Signature Date. FINALAPP.FRM ,1. .F.D.:Form F.P. , 85 exit I it -mi s- g r a er• e 1201' RES EXrr CPA" ' t►trr'd (i 1� - 141 oe4 • KM (IVO') exit . DRI J. G::. EIp.OR.1U.M_-__P_AR1�.lIVf.A�L_ A November 13, 1991 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Robert`D. Stanton, P,E: Horton Dennis & Associates', Inc. 320 Second Avenue South Kirkland, Washington 98033 -6687 Dear Mr. Stanton: John A. P.E. Associate Engineer JAP /kjp Enclosures (2) as. stated. Russell Sybertz, Deeny Construction:Co.,,Inc. Greg Villanueva, City Utili.ties.Inspector File: Drug Emporiur.Expansion Development AIL 411•11111111•11111111111111111111101■ PHONE a (2061433•1800 Gary L. VanDase,t, Mayor RE: Drug Emporium Expansion, 17348 Southcenter Parkway Double Check Valve Vaults (Plan Check No. 91-040) A Fire Loop /Hydrant Permit (No. FLH- 127 -91, copy enclosed) was previously issued for the subject project on July 31, 1991. This permit does not expire. until January 31, 1992. Therefore, the work which you are proposing in your Revised Water Plan, dated November 8, 1991, can be performed under the existing permit. In accordance with the conversations we had at our 8:30 a.m. meeting this morning, you are referred to our City Fire Department for notification procedures for scheduling inspections, etc. In addition, our Public Works Utilities Inspector also requires notification in accordance with the .terms . stipulated in the permit. All work shall be performed in accordance with City Standards. :Any changes to the approved plan (copy enclosed) require further approval from this office prior to proceeding with the work. : Revised plans be submitted' forthis purpose. If you have any questions, please call me at 433 -0179. Sincerely, x CONTROL # 91 -040 PERMIT # 1-71 FEES [ ] CURB CUT /ACCESS /SIDEWALK ( ] CHANNELIZATION /STRIPING /SIGNING IN PUBLIC RIGHT -OF -WAY [X] FIRE LOOP /HYDRANT [ ] LANDSCAPE IRRIGATION CITY OF TUKWILA 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 THE UNDERSIGNED HEREBY APPLIES FOR PERMISSION TO: proceed per letter /approved plans 7/26/91 ISSUE DATE: -..f.3--9/ EXPIRATION DATE: - ( ] SEWER MAIN EXTENSION [ ] STORM DRAINAGE [ ] WATER MAIN EXTENSION ( ] MISC. + THE APPLICANT MUST NOTIFY CITY INSPECTOR GREG VILLANUEVA ((206) 433 - 0179) OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. + + SITE ADDRESS: 17348 Southcenter Parkway PROJECT NAME: Drug Emporium exp NAME OF OWNER: Trammel Crow Co /agent PHONE: (206) 762 -4750 ADDRESS: 5601 6th Ave. S. Seattle WA ZIP: 98108 CONTRACTOR: N/A PHONE: ADDRESS: ZIP: PLAN CHECK FEE $ 10.00 (000/345.830) ``'' INSPECTION FEE $ 15.00 (401 /342.400) RECEIVED BY (1�/1'YL TOTAL $ 25.00 RECEIPT # 0907 DATE / 1-214C) - c T--& - \ 1 ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE. WE AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT. PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE A REAPPLICATION AND REISSUANCE OF THE PERMIT THROUGH THE CI Y OF TUKWILA AT AN ADDITIONAL FEE (433 -0179) APPLICANT'S SIGNATURE APPROVED B Y UKWILA TITLE cc: APPLICANT INSPECTOR CITY SHOPS FINANCE DEPARTMENT FIRE DEPARTMENT I HEREBY CERTIFY THAT THE PERMIT HOLDER WHOSE NAME AND ADDRESS APPEARS ON THIS RECORD RAS SATISFACTORILY MET THE STANDARDS AND CONDITIONS FOR THE PROJECT APPROVED HEREIN. FIELD INSPECTION DATE t t j:4-?) ( q1 CITY INSPECTOR PERMIT NOT SIGNED -OFF BECAUSE INITIALS DATE CONTROL # 91 -040 PERMIT # FL - 1a7 - 9I + + + + FEES [ ] CURB CUT /ACCESS /SIDEWALK [ ] CHANNELIZATION /STRIPING /SIGNING IN PUBLIC RIGHT -OF -WAY [X] FIRE LOOP /HYDRANT [ ] LANDSCAPE IRRIGATION CITY OF TUKWILA 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 THE UNDERSIGNED HEREBY APPLIES FOR PERMISSION TO: proceed per letter /approved plans 7/26/91 PERMIT NOT SIGNED -OFF BECAUSE INITIALS ISSUE DATE: EXPIRATION DATE: [ ] SEWER MAIN EXTENSION [ ] STOT' MM DRAINAGE [ ] WATER MAIN EXTENSION [ ] MISC. + THE APPLICANT MUST NOTIFY CITY INSPECTOR GREG VILLANUEVA ((206) 433 -0179) OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. SITE ADDRESS: 17348 Southcenter Parkway PROJECT NAME: Drug Emporium exp NAME OF OWNER: Trammel Crow Co /agent PHONE: (206) 762 -4750 ADDRESS: 5601 6th Ave. S. Seattle WA ZIP: 98108 CONTRACTOR: N/A PHONE: ADDRESS: ZIP: PLAN CHECK FEE $ 10.00 (000/345.830) INSPECTION FEE $ 15.00 (401 /342.400) RECEIVED BBY TOTAL $ 25.00 RECEIPT # moy" DATE St- p C)- 1 \ ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE. WE AGREE THAT THE CITY OF TUKWILLA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT. PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE A REAPPLICATION AND REISSUANCE OF THE PERMIT THROUGH THE CI Y OF TUKWILA AT AN ADDITIONAL FEE (433 -0179) APPLICANT'S SIGNATURE C'.A � � TITLE -v-tE3c-"1-- APPROVED / : cc: APPLICANT INSPECTOR CITY SHOPS PHILLI SER, NIOR ENGINEER, CITY OF TUKWILA FINANCE DEPARTMENT FIRE DEPARTMENT DATE I HEREBY CERTIFY THAT THE PERMIT HOLDER WHOSE NAME AND ADDRESS APPEARS ON THIS RECORD HAS SATISFACTORILY MET THE STANDARDS AND CONDITIONS FOR THE PROJECT APPROVED HEREIN. FIELD INSPECTION DATE 1 of -:) (R r CITY INSPECTOR f pa u(g ,�M„_.� + + PERMIT L # 91-0:1140 F'Z(r, I — 1 1 + + SITE ADDRESS: NAME OF OWNER: ADDRESS: CONTRACTOR: ADDRESS: + FEES [ ] CURB CUT /ACCESS /SIDEWALK [ ] CHANNELIZATION /STRIPING /SIGNING IN PUBLIC RIGHT -OF -WAY [ ] FIRE LOOP /HYDRANT [ ] LANDSCAPE IRRIGATION THE UNDERSIGNED HEREBY APPLIES FOR PERMISSION TO: proceed per letter /approved plans 7/26/91 + THE APPLICANT MUST NOTIFY CITY INSPECTOR GREG VILLANUEVA ((206) 433 -0179) OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. PERMIT FEE TOTAL APPLICANT'S SIGNATURE FIELD INSPECTION DATE 17348 Southcenter Parkway PROJECT NAME: Drug Emporium exp Trammel Crow Co /agent PHONE: (206) 762 -4750 5601 6th Ave. S. Seattle WA ZIP: 98108 N/A PHONE: ZIP: PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT E PIRATION DATE AND REISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT PERMIT NOT SIGNED -OFF BECAUSE CITY OF TUKWILA 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 [ ] SEWER MAIN EXTENSION ( ] STORM DRAINAGE [ ] WATER MAIN EXTENSION [X] FLOOD ZONE CONTROL $ 50.00 (000/322.400) RECEIVED BY �5�:.�C/{'V" $ 50.00 RECEIPT # Crigf DATE -'C5 1 ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE. WE AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT. I HEREBY CERTIFY THAT THE PERMIT HOLDER WHOSE NAME AND ADDRESS APPEARS ON THIS RECORD HAS SATISFACTORILY MET THE STANDARDS AND CONDITIONS FOR THE PROJECT APPROVED HEREIN. CITY INSPECTOR SHALL REQUIRE A REAPPLICATION AN ADDITIONAL FEE (433-0179) TITLE 4 "- '"' fi"' cc: APPLICANT INSPECTOR CITY SHOPS FINANCE DEPARTMENT FIRE DEPARTMENT INITIALS ISSUE DATE: EXPIRATION DATE: DATE + + CONTROL # 91 -040 p PERMIT # /j + + + [ X) LAND ALTERING:CUT (Cubic Yards) FILL (Cubic Yards) 700 CONDITIONS: THE UNDERSIGNED HEREBY APPLIES FOR PERMISSION TO: proceed per letter /approved plans 7/26/91 SITE ADDRESS: NAME OF OWNER: ADDRESS: CONTRACTOR: ADDRESS: FEES AND REISSUANCE OF THE PERMIT THROUGH THE ITY APPLICANT'S SIGNATURE APPROVED BY. PHILLIP + 17348 Southcenter Parkway Trammel Crow Co /agent 5601 6th Ave. S. Seattle WA PERMIT FEE $ 711 (000/322.100) PLAN CHECK FEE $ 22.5Q (000/345.830) $ (000/386.904) RECEIPT TOTAL $ 108.00 I HEREBY CERTIFY THAT THE PERMIT SATISFACTORILY MET THE STANDARDS FIELD INSPECTION DATE PERMIT NOT SIGNED -OFF BECAUSE N/A C CITY OF TUKWILA 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 LAND ALTERING PERMIT ISSUE DATE: 3/91 RECEIVED BY # 0 INITIALS DATE EXPIRATION DATE: 1-31 -90- PROJECT NAME: Drug Emporium PHONE: (206) 762 -4750 ZIP: 98108 PHONE: ZIP: TOTAL $108.00 + THE APPLICANT MUST NOTIFY CITY INSPECTOR GREG VILLANUEVA ((206) 433 -0179) OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. exp DATE 731 9/ C ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE. WE AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT. PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT E PIRATION DATE SHALL REQUIRE A REAPPLICATION OF TUKWILA AT AN ADDITIONAL FEE (433 -0179) TITLE APPLICANT INSPECTOR CITY SHOPS BUILDING OFFICIAL FINANCE DEPT.(IF APPLICABLE) FIRE DEPT. (IF APPLICABLE) HOLDER WHOSE NAME AND ADDRESS APPEARS ON THIS RECORD HAS AND CONDITIONS FOR THE PROJECT A PROVED HEREIN. CITY INSPECTOR U L-r N 1 i .Q n/s( PERMIT # [ ld1O-9 1 CONTROL # 9. -040 + + + + [ ] CURB CUT /ACCESS /SIDEWALK [ ] CHANNELIZATION /STRIPING /SIGNING IN PUBLIC RIGHT -OF -WAY [ ] FIRE LOOP /HYDRANT [ ] LANDSCAPE IRRIGATION THE UNDERSIGNED HEREBY APPLIES FOR PERMISSION TO: proceed per letter /approved plans 7/26/91 THE APPLICANT MUST NOTIFY CITY INSPECTOR GREG VILLANUEVA ((206) 433 -0179) OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. SITE ADDRESS: 17348 Southcenter Parkway NAME OF OWNER: Trammel Crow Co /agent ADDRESS: 5601 6th Ave. S. Seattle WA CONTRACTOR: N/A ADDRESS: FEES 17.4t-A1 ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE. WE AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT. PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE A REAPPLICATION AND REISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE (433 -0179) APPLICANT'S SIGNATURE PLAN CHECK FEE $ 10.00 (000/345.830) INSPECTION FEE $ 15.00 (402 /342.400) RECEIVED BY ,c� TOTAL $ 25.00 RECEIPT # V ( 1O7 DATE / 7-2 / -19 / CITY OF TUKWILA 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 APPROVED Y PHIL FRA ER, SENIOR ENGINEER; CITY OF TUKWILA + [X] SEWER MAIN EXTENSION [ ] STORM DRAINAGE [ ] WATER MAIN EXTENSION [ ] MISC. TITLE I HEREBY CERTIFY THAT THE PERMIT HOLDER WHOSE NAME AND ADDRESS APPEARS ON SATISFACTORILY MET THE STANDARDS AND CONDITIONS FOR THE PROJECT APPROVED FIELD INSPECTION DATE A.'�r,- �/ // CITY INSPECTOR (( PERMIT NOT SIGNED -OFF BECAUSE !!! INITIALS ISSUE DATE: 7 -3/- 9/ EXPIRATION DATE: PROJECT NAME: Drug Emporium PHONE: (206) 762 -4750 ZIP: 98108 PHONE: ZIP: cc: APPLICANT INSPECTOR CITY SHOPS FINANCE DEPARTMENT THIS RECORD HAS REIN. DATE exp + + CONTROL # - 6 9 040 PERMIT # 131-6 + + + FEES APPROVED [ ] CURB CUT /ACCESS /SIDEWALK [ ] CHANNELIZATION /STRIPING /SIGNING IN PUBLIC RIGHT -OF -WAY [ ] FIRE LOOP /HYDRANT [ ] LANDSCAPE IRRIGATION CITY OF TUKWILA 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 THE UNDERSIGNED HEREBY APPLIES FOR PERMISSION TO: proceed per letter /approved plans 7/26/91 PLAN CHECK FEE $ 10.00 (000/345.830) INSPECTION FEE $ 15.00 (412/342.400) TOTAL $ 25.00 RECEIPT # PERMIT NOT SIGNED -OFF BECAUSE NIOR ENGINEER, CITY OF TUKWILA [ ] SEWER MAIN EXTENSION [X] STORM DRAINAGE [ ] WATER MAIN EXTENSION [ ] MISC. RECEIVED BY 0 9o ( 1 INITIALS ISSUE DATE:9 - ') '�I EXPIRATION DATE: 1.31 THE APPLICANT MUST NOTIFY CITY INSPECTOR GREG VILLANUEVA ((206) 433 -0179) OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. SITE ADDRESS: 17348 Southcenter Parkway PROJECT NAME:Drug Emporium exp NAME OF OWNER: Trammel Crow Co /agent PHONE: (206) 762 -475 ADDRESS: 5601 6th Ave. S. Seattle WA ZIP: 98108 CONTRACTOR: N/A PHONE: ADDRESS: ZIP: DATE 7-,31-1 / 1s.-i14 cf l A 4 ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE. WE AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT. PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE A REAPPLICATION AND REISSUANCE OF THE PERMIT TiROUGH THE CIT OF TUKWILA AT AN ADDITIONAL FEE (433 -0179) APPLICANT'S SIGNATURE TITLE , ,.&-S- G cc: APPLICANT INSPECTOR CITY SHOPS FINANCE DEPARTMENT I HEREBY CERTIFY THAT THE PERMIT HOLDER WHOSE NAME AND ADDRESS APPEARS ON THIS RECORD HAS SATISFACTORILY MET THE STANDARDS AND CONDITIONS FOR THE PROJECT APPROVED HEREIN. FIELD INSPECTION DATE J (J/�? /'ii CITY INSPECTOR / J (k Qk,c�„� U DATE + + + + DATE 7.-X-?/ FILE O 7 - , � � PROJECT o EM/Oor,'a ADORE 1 7 c7 3 so rA deAtilY P,W / OWNER BLDG. EMIT NO. WEATHE ���e a IA, TEMP AT Al 3d AM r AT PM ENGINEER ARCHITECT CONTRACTOR 1 19 IC; Ai .nti li TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: /G ha 7 a,r 7:44 E. 1r ‘).P ZJ ?fr /c INSPECTION PERFORMED: ( FIELD REPORT ' CiESTEEL £CONCRETE O MASONRY 0 STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): d COPIES TO: � k L[1I l $1 d J -u14() -a7 —aj PRIOR REPORT l3 t'OOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER ING LABORATO N° 48 FR - 11 . 1110,g11NU OF TUKVVILA PLANNING DEPT. SUPPLIER / •' re .s 1776 0 GROUT 0 MORTAR MIX NUMBER DESIGN STRENGTH 7 6 0 0 CYLINDER REPORT NUMBER X 1 7 7 NUMBER OF SAMPLES CAST a" C4'1 SLUMP AIR CONTENT TOTAL CU. YDS. PLACED 7 �r CONCRETE TEMP L , TIME l G, y6^ ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. (33 ONO // Date or Plan Number REMARKS' ac"-e 7 :z d5' .2(3 ; 1 :5 7 i1�1 f �U c / z S d f< l zry LW/ INSPECTOR. A.A.R. TES SIGNED. Y, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. /0a - 34 9 -19 R 7 ix /0? WATER Ss/no ?_ r / o z,- l /0-11 to -47 .-7 f I /02.3 G) FIELD TEST DATA TRUCK SAMPLED TRUCK TICKET NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 7 S WATER d2a 4 r ed DATE 9 -/ 9. 9/ FILE NO. 9i- r99 PROJECT ,ago Er/t/O LOCATIOW /7.5.7 S'oai`h P7Z‘i BLDG. ERmn- NO. C70 7 OWNER WEATHER e/be P TEMP AT 7. • uv AM 0 AT PM ENGINEER ARCHITECT CONTRACTOR La44AlH. •.a/ T.,iG BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS !�'U % MOIST ADJUSTED WEIGHTS CEMENT FA. 1 4/d/p CA. / WATER d2a TOTAL , ;Gd A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881 -5441 TO: L U /1A `f . /✓ r N G ATTN: 1G .27 F T/ *Le 1 MIX NO. CONCRETE:-.4/1 ::-/ 40 S PRODUCERS AEA. ADMIX. CAC12 PLACEMENT AREA & NOTES &/ COPIES TO: 1 le , LLW1 p k►'►, C. FINDER REPORZ COMPRESSIVE STRENGTH CEMENT SEE FIELD yf `/ REPORT NO. A.A.R. TE,IS�TIN SIGNED: CR N° 65 CU. ! RDS PLACED '. STRENGTH ;2' (j`O O OR RY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1 01 , q -2.4- 7 �- ;-„r f ) t 2 o 0 38 Q I I 10 L35 ill-15 oV3( :/ 10 -IS -y / 1 - I •• rr; v ni TU/SUVII A _ FIELD TEST DATA TRUCK SAMPLED / / TRUCK TICKET NO. f ,P r " '/ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR CA. WATER r, 6 TOTAL DATE 7 -/,Z 7/ FILE NO. 9i -7 (7 PROJECT pr d o i !1 n1- . • liA/1 LOCATICl / /7 .3k3 I 71 Ji Jry /1 BLDG. PERMIT NO. OWNER WEATHER 6/..e a. TEMP AT ,�L) PM 75- ENGINEER ARCHITECT CONTRACTOR U.YI , A'. Ai % ,4 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHT CEMENT e i/ FA. 7G O CA. WATER r, 6 TOTAL TO: / u /0 ! G A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: /‘ E % /- .4'/''. r.l COPIES TO: =NO. CONCRETE: 1.! 1 .:'LINDER REPORC.. SEE FIELD REPORT NO. COMPRESSIVE STRENGTH SIGNED: rf' 73 CR N_ 41 J INSPECTOR: CEMENT PLANNING DEPT. I L- _ 1 L"U YAHUS LACED % �� PRODUCERS AEA. ADMIX. ! o 6 /✓. v/_ CA ; CAC12 Yo DESIGN STRENGTH / ` ,11' lr /dl' T PLACEMENT AREA & NOTES (,, c+ ei r ,i a S'-! 0 0 2 �}:� x 1 Ta AC a 7,'.y 57 J G A.A.R. TESTI► G LABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, 93i ? 1 "2sC? 3:15 9.3. -2. ? _ r 1xl lot(Qoo A 6 1 3510 : `i / ENGINEER 73a ! r 9- z 4 .2 g / eg60 4 Ifiii'a WElli 1 0-...,T 0 1, 1991 CITI 01'= . fumvviL.A FIELD TEST DATA TRUCK SAMPLED n ) a TRUCK TICKET NO. a Z g TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT - FACTOR` TEMP. CONC AIR 3:15 i t CA. WEATHER CA n ' z- ael- a ° tog ENGINEER TOTAL ARCHITECT CONTRACTOR Iu ^OkIN y 1 ►��. DATE K' .2_4-Rl FILE NO. /I - 31,q L/ PROJECT CEMENT 4 LOCATION 13 o. CxW> e ctf1t�. FA. BLDG. CA. WEATHER CA n TEMP (, (. a AT AT 3, AM PM ENGINEER TOTAL ARCHITECT CONTRACTOR Iu ^OkIN y 1 ►��. BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 4 FA. ) ¢Q-/ CA. J /7 WATER TOTAL TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 --5812 FAX (206) 881 -5441 f� 1 ' N I NC" Q. • CYLINDER REPOI I ATTN: lt) k "t t A /1` S O MIX NO. PRODUCERS COPIES TO: --" ke.A.0 Ark (< ,;2::)9 COMPRESSIVE STRENGTH AEA. T e Z ADMIX. CACl2 PLACEMENT AREA E. NOTES 1 1 ) l� e A K L9'r' t a -- a. - 1 - I SIGNED: SEE FIELD REPORT NO. M • \ M PLANNING DEPT. CONCRETE: 1 L L 1 Li' S'A CEMENT % 2•1 I 4. CU. YARDS PLACED a- Q 0 � »� ■ N °' • 4678 CR DESIGN STRENGTH 3 e► a A 11 INSPECT , � A.A.R. TEST G LABORATO ' NC. DATE 2/ FILE NO. _ �9 7 P .%tae- T_/*7lOAuG!/x.r ADDREcc 1 7 . � 61 7/. e �?1 7 .rt 4 OWNER BLDG. P RMIT NO,,,. b 7 Q W FT C/ 4t. TEMP TEMP 0 AT AAA � AT 74/J PM ENGINEER �}-S V / / - • A (4 "h . Dz ,J ' / / CO RA OR 4/ A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: l 60 A/ / CrN ATTN: /6.z' /cg t . 5% 77(/5 IUg Tel INSPECTION PERFORMED: *RESTEEL CONCRETE MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER /I L MIX NUMBER CYLINDER REPORT NUMBER SLUMP - AIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES ONO Date or Plan Number � REMARKS• � ,v��c�rc euc, 79 7 6>?17c) /Z &�s . aNl, �! e) G',r /s eo-dfS- .a 'di eon FIELD REPORT Vo PRIOR REPORT FR 4792 O FOOTINGS O AUGER CAST PILING XI SLAB )81 WALLS O COLUMNS 0 OTHER O CONCRETE GROUT G7 MORTAR DESIGN STRENGTH — 3040 NUMBER OF SAMPLES CAST 3 TOTAL CU. YDS. PLACED CONCRETE TEMP 7n TIME /A -S i COPIES TO: i4) 6T2r AIM>. s i. 'h* i ,-, __ L.I -• 01.1 INSPECTOR. / AA( OZDA ,-- A.A.R.3;WING I INC. DATE /o . 9i 8 9) PRROJ (/ �'LG/ G' p r'L/GG /-frJ LOCATION „Cali l - 7 , „Cali 7,0erivv/ -/ / t1'r1 �iC erg `/ OWNER I/ BLDG. P RMIT NO. b70 W ^ THEM�i , nn g UtO TEMP 0 AT AM 3 A T /IrPM NO / / EER /11&71, /Vf vV ARCHITECT 11// AV /ZI , hit// CO RACTOR p FIELD REPORT A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: ATTN: /. 2 7 74-S7 � - fir' . ; _ - /r'E , .r J . 1 � 10 A /L✓ GL -OF . &d i ;rrr ,jG rim srl/.‘ L Fi /.4 id/ • 4 E727 COPIES TO: fi L urn,kt r r-Gc-e r,z0Z7 sA' s�i5 . /U$ 41 c p4011.1 si Q ,J Zs' ( /J 11?"27 la P A/ S Tit / 2-rs Leamac_ ,;w , U , r ,n,d . • _ k. G�rJ 4i -k' •... 1 ,,, 1O It — a 1 7t jAt. 4?I SIGNED' PREVIOUS REPORT No. INSPECTOR: e a - AA l V `^V ,— FIELD. REPORT N2 1 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 94bLt - c( -to 7 x /2 CONTRACTOR / G / /f/1,0K; -7 , ,0 L. l e)e> WATER `ILtura to -) ?-." .-1- 9'/ / 2i9e,17 IA 'Y(9 3&13e 1 (lc-L.2(1 t o - OCt • O1x' n, r.1,.IA - )`u. IAI1; t FIELD TEST DATA TRUCK SAMPLED / / 7 TRUCK TICKET NO. / AY,3 Lc-47i 4 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR CA. CONTRACTOR / G / /f/1,0K; _/Y ev WATER ,33 TOTAL DATE 7 FILE NO. 7 1 ,F ? 7 PR ECT Di- e/ d EAA r. ' aM /Vd LOCATION _ _ 6 `i Sda7I Ceti/ 1 all BLDG. PERMIT NO. e70 OWNER WEATHER e- / , , TEMP G ,jZ AT r:60 AM AT PM ENGINEER ARCHITECT CA. CONTRACTOR / G / /f/1,0K; _/Y ev BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT � j" 7 FA. / y, 2-fa CA. /) u WATER ,33 TOTAL TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 Z p e; ATTN: /G , 7 _-7 s r /a COPIES TO: MIX NO. CONCRETE: iLINDER REPORT SEE FIELD G,/ 17/ V REPORT NO. // COMPRESSIVE STRENGTH M / e CEMENT PRODUCERS AEA. ADMIX. J A4 .4, /' CAC12 • • PLACEMENT AREA & NOTES �j 2 /kJ .• / ( — ,C � - INSPECTOR: 'l A.A.R. TE /(2-' .°l q. 1I - SIGNED: CR N CU, YARDS PLACED / 1J DESIGN STRENGTH L c/ d TIN BORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 9 - L3 .- t o 7 0 X /I WATER -11:150a Z72 1 1 q L I Cl/ l 0 I C I L tbto 1 .0 I 1 FIELD TEST DATA TRUCK SAMPLED / / 7" TRUCK TICKET NO. / 7 i o' 4 � TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR WATER ,3,3 TOTAL DATE - 7/ FILE NO. 71 f� ECT 40/ •"U IC FM/0z) 1/..U /1 LOCATION 17J e `/ Sea?' G , e4/ ', / r BLDG. PERMIT NO. e707 OWNER WEATHER / il-.€a./i TEMP G a AT ou AM AT PM ENGINEER ARCHITECT CONTRACTOR j' / UA4p/'i Lei/ Ci BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT s/7 i 4 1.,1-0 FA. CA. /7 4 0 WATER ,3,3 TOTAL COPIES TO: A.A.R. TESTING LABORATORY, INC. P.0, BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED f (206) 881 -5812 FAX (206) 881 -5441 TO: L UJI4/0 1 1 / .. /V TA ATTN: a v2 / 1 :S' r/v /(e- E . .2.// /-P 4/a. 7er / o�Z MIX NO. CCLINDER REPOR COMPRESSIVE STRENGTH CONCRETE: • M, / es CEMENT PRODUCERS AEA. PLACEMENT AREA & NOTES cat w q ADMIX I, A4.'G Ya..2,`1' CAC12 9'0 Q. - 1 -" SIGNED: SEE FIELD GI f REPORT NO. N° 4i39 CR INSPECTOR: CU. YARDS PLACED / Q DESIGN STRENGTH C o U A.A.R. TE , TIN r. BORATORY, INC. r l�. r- '► DATE 7 9 9/ FILE NO. 9/ PROJECT 7 eS & 791 1 991 Q/ tl.114- ADDRESS / 7 3 3 Y spv7( eawrzP7 . f' . BLDG. PERMIT NO. l 70, OWNER WEATHER -el ` ' � TEMP AT AM 749 ATE /(53 ENGINEER ARCHITECT CONTRACTOR Li daaaCI ;1, 77VG' A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 4 Ce.en/'Xi iu 1A /c ATTN: /6 27 ,4 472 4*/.. r_' • Sc'74 / /L� f • ,98 Z INSPECTION PERFORMED: RESTEEL 1A CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER /?//z�3 MIX NUMBER C3tFig CYLINDER REPORT NUMBER SLUMP V AIR CONTENT REMARKS' /44:747.11. - COPIES TO: `1 Lk 0. k'k J c FIELD REPORT( INSPECTOR: PRIOR REPORT 6060 FR FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER LOCATION ,t -, ;o�► 4 76 c: /4? L .ic1 p 7 G'lv. ) 7-7-1 • n) 4.)11; ). c�•4y11JC,s' ▪ CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH %.5 NUMBER OF SAMPLES CAST 3 - XI 2 - TOTAL CU. YDS. PLACED �---� CONCRETE TEMP 7s " TIME . 3 v ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. 1 YES 0 NO 0 SEE BELOW Date or Plan Number cRr A.A.R. TESTI ABORATORY, INC. c t —1 t - °11 SIGNED. DATE 7 -f0 - 9 / FILE NO. '1- .79 7 PROJECT D'-'o p Eiv► M fa0y ADDRESS c3 0 tf r5'a ariie'e.v7ct- PA -(/ BLDG. PERMIT NO. OWNER 7 WEATH / G� ��� TEMP AT AM 7 k 5-- AT.2.0 PM ENGINEER ARCHITECT CONTRACTOR ///� Z r/AA .47 /"1 .' rY J/ — 5 .•Ud TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 LOCATION(S): G, v A4 ,0 /1 . `/ / ,r/V S' e .447 La 7 jo0z INSPECTION PERFORMED: ( — FIELD REPORT ATTN: CKRESTEEL O FOOTINGS GYEONCRETE 0 AUGER CAST PILING O MASONRY 0 SLAB O STRUCTURAL STEEL FALLS O WELDING 0 BOLTS 0 COLUMNS O OTHER 0 OTHER A- t 16 / ;4/.e 4861 PRIOR REPORT FR SUPPLIER Oil , "le 7 CONCRETE 0 GROUT 0 MORTAR MIX NUMBER DESIGN STRENGTH aS'a CYLINDER REPORT NUMBER // SO NUMBER OF SAMPLES CASTS - G X /2_ SLUMP Cr AIR CONTENT TOTAL CU. YDS. PLACED J CONCRETE TEMP 7 O TIME -Z7` ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. ILJ' A YES 0 NO REMARKS / 0/ 2 -e Date or Plan Number 6 a s ; j •-• •• , Ces c c7e/ r2-T.r / t /;" COPIES TO: �1 11 -- INSPECTOR. A.A.R. T ING BQR TORY, INC. SIGNED* DATE ? - 9/ FILE NO. ,/,9 PROJECT Z7/0,1g Ar20,0i2/ 0/41 ADDRESS / 7 3cT y G 5' c9cn (C-'e ftii..7 BLDG. PERMIT NO. 67 OWNER WEATHER ;�,Lp /� TEMP / AT 8Jyy .— AM ix, AT PM ENGINEER ARCHITECT CONTRACTOR Iblw G 44at 6!<4..L Ty (' A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: X v/")P /l /i/ _277 ATTN: / 27 Acs ;-. ( FIELD REPORT( INSPECTION PERFORMED: • RESTEEL ® CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): �.r��Qg,�� .- r'-77�G''Fa! 4L 677 4 i Ail o / s ° / , S A. l it) / .44,5 7. - 14v, a / € C / !1+ rd 113 L tti SUPPLIER /. MIX NUMBER Q CYLINDER REPORT NUMBER "6 yS SLUMP L / AIR CONTENT ® YES CONCRETE TEMP 6 ■ --O TIME 8 %SS --- ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. 0 NO 0 SEE BELOW REMARKS' ,/!: COPIES TO: INSPECTOR: SIGNED' PRIOR REPORT O FOOTINGS O AUGER CAST PILING ® SLAB O WALLS O COLUMNS O OTHER III CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH z 6 °"v NUMBER OF SAMPLES CAST_' _6 •J TOTAL CU. YDS. PLACED cT ' Date or Plan Number N ° 6061 FR A.A.R. T STIN . LABORATORY, INC. DATE 7 -3 -7/ FILE NO. /-4?:,' q . v /14_ PROJECT ,0rd, E-44 of- ADDRES / 7 ( 73 1/ c"def77 G' -e.v7 PK1,0 BLDG. PERMIT NO. J. U OWNER WEATHE G. /. 2 p TEMP e 2 AT y' OO AM AT PM ENGINEER ARCHITECT CONTRACTOR 1U Aoki/ ty 1 e. 1 -3 TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: INSPECTION PERFORMED: IESTEEL ('CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): p . 4 /. 1-5 ' - - 7 SUPPLIER Al, le 5 MIX NUMBER CYLINDER REPORT NUMBER 7/ c.7 9 SLUMP r AIR CONTENT O YES COPIES TO: .C, M 1(1' y 2>Y G l‘;7 r /z e- - E #L e 711e-1 FIELD REPORT ; PRIOR REPORT O FOOTINGS O AUGER CAST PILING O SLAB Er(N A LLS O COLUMNS O OTHER 4 FR Pft;11\VIN, 1111 ILI SEP 1 0 1991 cI { sir OF 1 l.3 LA r)r j L'f IONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH_G7 ® ' .0 NUMBER OF SAMPLES CAST Y • , 4C17 TOTAL CU. YDS. PLACED l r !' ,/ CONCRETE TEMP 7d TIME 7. .ct rl ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O NO INSPECTOR. A.A.R. T TIN SIGNED' Date or Plan Number RA ORY, INC. DATE PROJECT , _ , 1201 - L. b+1 A I/ LOCATI .0 -et4 BLDG. PERMIT NO. 6 70 7 OWNER WEATHER TEMP. AT AT AM PM ENGINEER ARCHITECT CONTRACTOR . __Jeg/■: .... _ .. , 0 ) r L FIELD REPORT A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073-2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881-5441 To: 4 C 16 27 ATTN: 17 00 9e_ N tIALGVlik( ) 1) r R. 1 4 [13. e 16. / 47 76 • 4/ le wo• loctLE__ FIELD SIGNED: PREVIOUS r... REPORT No. N2 2262 79-cama ci OJ' v ."l CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 3/ g__. ._ FACTOR /xi AIR IOf(ocXX 35cC / / i3a0 AT AM ATI.06PM ENGINEER 9 - .2f. / o -7'3(P / CONTRACTOR �V (0kiN t ) rct , 9 - z, c , g 1 • 3l t; cp :; 'r rl 1SEP101991 ( -. ,,,, : A.. - 1, , ,.. , FIELD TEST DATA TRUCK SAMPLED O) ...3 TRUCK TICKET NO. a 2 n g 44 MO {ST TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. . FACTOR CONC AIR 1 3') S TEMP 44 AT AM ATI.06PM ENGINEER / L 1- / o CONTRACTOR �V (0kiN t ) rct , DATE FILE NO. 44 MO {ST ADJUSTED WEIGHTS PROJECT LOCATION 1 7 3 3 o. C-A JA" c•TC -ik.\. . BLDG. PERMIT NO. OWNER 1 WEATHER CIo TEMP 44 AT AM ATI.06PM ENGINEER ARCHITECT CONTRACTOR �V (0kiN t ) rct , BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGI•rrS 44 MO {ST ADJUSTED WEIGHTS CEMENT 41 t FA. / 9-41 C.A. 1 `1 G ? WATER TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 A.'1 Ga 7k iZ ti IN 17:Ay- S, h:C \ WA, 1 O 1 �'� . ATTN: PRODUCERS AEA. T Z PLACEMENT AREA & NOTES MIX NO. Cc ILINDER REPO CONCRETE: M- t 1 L� ADMIX CAC12 1 � COPIES TO: -u k w Ack - .wnnpkA.h COMPRESSIVE STRENGTH II CEMENT � a l 4. SIGNED: INSPECT . \ i SEE FIELD REPORT NO. A.A.R. TEST ' G LABORATO N_ 4678 CR CU. YARDS PLACED o2. DESIGN STRENGTH a 4 el b NC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET �J. NO. cloy) 2-).2- 8-21 ? 4 A! 0 J ��� © 2. FY b WATER `-1181 7 c5 9-19 ,2-f/ '11132 1-il -p/ r_p osigg I L SEPO59 ij CITY CFTUKWLA 1 FIELD TEST DATA TRUCK SAMPLED / ,7-.3" TRUCK TICKET NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 4/ J WATER 77 7 c5 TOTAL DATE FILE NO. PROJECT ,as"af �i1,a" % v4# LOCATION �7 sYaV 1Xc-p Ar i' �� OWNER BLDG. PERMIT NO. G / WEATHER _ /j ad- TEMP AT AM , , S` AT /.: c PM ENGINEER e .ej -v ARCHITECT c r y /J/v' 44 errg N . . CONTRA OR / . D kJ ' /Y -Z G BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT (17 FA. 1 ci cite) CA J WATER ` '3o TOTAL TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 NI/ i✓ z� G ATTN: �^ /G0 ES! rC' /21.(o G MIX NO. CONCRETE: .LINDER REPOR SEE FIELD REPORT NO. COMPRESSIVE STRENGTH CEMENT PRODUCERS AEA ADMI*5 ' ay�aa /I�crc i oA PLACEMENT AREA & NOTES cJ t I T 62o D .. N+// .S I V !� g N_ 3583 CR CU. YARDS PLACED 0 2 . DESIGN STRENGTH d a Location Elevation Wet Density • PCF Moisture Content Dry Density RCF Proctor Value ;' 1 1 0 1 O • cl /13.1- ' �- 114,9 16,370 1 0 5 gg l / 3, t■k v t, LOCATION 1 733 Y Soul -k ceiA,Lev BLDG. PERMIT NO. Le Compaction — % 97 93 ENGINEER ARCHITECT CONTRACTOR Z 4.114 Sci 2 1-1 C. DATE Ec21 -47 CERT. NO, 11 " PROJECT Iry �c4.t t■k v t, LOCATION 1 733 Y Soul -k ceiA,Lev BLDG. PERMIT NO. Le OWNER WEATHER // Cle. TEMP AT Ar .4 e:oa AT t z;3fl C'�i ENGINEER ARCHITECT CONTRACTOR Z 4.114 Sci 2 1-1 C. ro. L M1p'1H . • z e . A.A.R. TESTING LABORATORY,INC. P.O. BOX 2523 REDMOND, WA. 98052 (206) 881 -5812 FAX: (206) 881 -5441 1ti2 ^a5+ ofd C ► JA c s? l f1 ATTN: PREVIOUS REPORT NO. N 1798 loca4ia4s : - / fro 1%o/r1.>< be-AA-4 try mot-mho /mss / t cJ IP Z 41 r(: �1.� .� c 4 � a-s %mss ' / a c/ # z INSPEC r:OPIES TO: 1 l lW,l0. (as . eft F1 L. _.119 MEND SEP 05 1991 CITY OF TUKWILA PLANNING DEPT. PROJECT D DATE CONTRACT P40 S SOURCE OF TEST NO 1 M METHOD HST M D 155 C:c") DIA. OF MOLD (in.) N NUMBER OF LAYERS P PUMBERYOF BLOWS W WEIGHT 10 OF TAMPER C HEIGH OF DROP M MAX IMUM PARTICLE H HEIGHT OF SOIL SAMPLE H HAND TAMPER WATER ADOEO A a. 2 2.. " "2.77 5 8. MOLD N �, WT. of WET SOIL 2 23 .83 2 24-.11 Z Z! .33 2 24.9 0 t1 YIT _ MC�L 1 14.4 9 > > E . WT. OF WE1 SOIL 9 9.34 9 9 . C.,2_ 9 9 .7.9 9 9 .9 I F VOL.. OF SOIL SAMPLE D D Q-' 5 L _ WET DENSITY 1 12_1% ` `3. 131.2- 1 13Z . I H. C31T' 1H;E+ NO 1 NT. OF WET 5 513.4 5 553.0 5 53C0.3 5 5`73.8 KT. DRYe 4 o o f .`.... . -.U WATER 3 3� . I � �5.� : :. 5 55 g D , L . �� (IF TAM' Z7. S 1 13 d1 .3 1 19 5. 4 1 190.0 D WT . OF DRY SO 1 L ? ?...% 3 31%.3 z z. 9 1 y. C0 3 3a'( o , , N. WATER C04TENT 1 1 3. 2 ( (1. 3 1 15.`1 t t . 8 , , ILI P. o 110.0 1 112.2. 1 113.`' 1 113•1 o N � 1 DRY DENSITY 1.8 /cu.ft. A.A.R. TESTING L. .B0RAT0RY, INC. '6855 - 176th AVE. N.E. -- B -215 REDMOND, WA 98052 (206) 881-5812 VVILA Epr. CYLINDER D DATE D DATE A AGE T SIZE W WEIGHT L TOTAL S STRENGTH S SET C U C VZ. F FAG 9 9 - -2 7 7 G G 1 11_. X X 7 2 00 Z Z O ZV / / 1°13 ci1lW 9 9 -23 d d V V I I 'I E E C J CE B ................. SEP051991 CITY OF TUKWILA FIELD TEST DATA TRUCK SAMPLED / TRUCK TICKET NO. / 47 G 9 9 UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR GONG AIR Jim S 71/45 le DATE / FILE NO. ,S -- p / 71 - 777 PROJECT .40vuO eAl, oN,' a /f'l LOCATI / 7C c Y c5'0 a ii T4 c ,, /'/(4J�/ BLDG. PERMIT NO. q OWNER / d W E TEMP AT AM ... ' Ua AT •GY3M ENGI ER ARCHITECT CONTRACTOR L . M ,o 1 / 4/ t) BATCH DATA FOR 1 CUBIC YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT ( 5-7? FA. / y C.A. /2 d / a WATER c`?3 TOTAL (J A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 4 v Ai d J ' N �N Ci ATTN: /G a TAP, /(f E, �r X 77 /e) 71 02._ MIX NO. CONCRETE: Cr'LINDER REP OR COMPRESSIVE STRENGTH PRODUCERS ' L� AEA. ADMIX. <S M.' c r a a; Y CAci 2 PLACEMENT AREA & NOTES �/ / S - COPIES TOI1AY.W\Lk 114. J LUII(Y�Q�1 3 "1 1 SIGNED: SEE FIELD *� REPORT NO. P r7 CR N2 3585 INSPECTOR: % .. CEMENT J� CU. YARDS PLACED _Q` •1 A.A.R. TESTING ABOR ' TORY, INC. DESIGN STRENGTH g/ O'd'd DATE / FILE NO. ,S -- p / 71 - 777 PROJECT .40vuO eAl, oN,' a /f'l LOCATI / 7C c Y c5'0 a ii T4 c ,, /'/(4J�/ BLDG. PERMIT NO. q OWNER / d W E TEMP AT AM ... ' Ua AT •GY3M ENGI ER ARCHITECT CONTRACTOR L . M ,o 1 / 4/ t) BATCH DATA FOR 1 CUBIC YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT ( 5-7? FA. / y C.A. /2 d / a WATER c`?3 TOTAL (J A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 4 v Ai d J ' N �N Ci ATTN: /G a TAP, /(f E, �r X 77 /e) 71 02._ MIX NO. CONCRETE: Cr'LINDER REP OR COMPRESSIVE STRENGTH PRODUCERS ' L� AEA. ADMIX. <S M.' c r a a; Y CAci 2 PLACEMENT AREA & NOTES �/ / S - COPIES TOI1AY.W\Lk 114. J LUII(Y�Q�1 3 "1 1 SIGNED: SEE FIELD *� REPORT NO. P r7 CR N2 3585 INSPECTOR: % .. CEMENT J� CU. YARDS PLACED _Q` •1 A.A.R. TESTING ABOR ' TORY, INC. DESIGN STRENGTH g/ O'd'd BATCH DATA FOR 1 CUBIC YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT ( 5-7? FA. / y C.A. /2 d / a WATER c`?3 TOTAL (J A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 4 v Ai d J ' N �N Ci ATTN: /G a TAP, /(f E, �r X 77 /e) 71 02._ MIX NO. CONCRETE: Cr'LINDER REP OR COMPRESSIVE STRENGTH PRODUCERS ' L� AEA. ADMIX. <S M.' c r a a; Y CAci 2 PLACEMENT AREA & NOTES �/ / S - COPIES TOI1AY.W\Lk 114. J LUII(Y�Q�1 3 "1 1 SIGNED: SEE FIELD *� REPORT NO. P r7 CR N2 3585 INSPECTOR: % .. CEMENT J� CU. YARDS PLACED _Q` •1 A.A.R. TESTING ABOR ' TORY, INC. DESIGN STRENGTH g/ O'd'd A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 4 v Ai d J ' N �N Ci ATTN: /G a TAP, /(f E, �r X 77 /e) 71 02._ MIX NO. CONCRETE: Cr'LINDER REP OR COMPRESSIVE STRENGTH PRODUCERS ' L� AEA. ADMIX. <S M.' c r a a; Y CAci 2 PLACEMENT AREA & NOTES �/ / S - COPIES TOI1AY.W\Lk 114. J LUII(Y�Q�1 3 "1 1 SIGNED: SEE FIELD *� REPORT NO. P r7 CR N2 3585 INSPECTOR: % .. CEMENT J� CU. YARDS PLACED _Q` •1 A.A.R. TESTING ABOR ' TORY, INC. DESIGN STRENGTH g/ O'd'd DATE -a4 -at I FILE NO. 9I (cc PROJECT - 17) 'R L) r. I. Va,.Ti o ft, 1., N, ADDRESS BLDG. PERMIT NO. r i O g' OWNER WEATHER Q 4 TEMP AT AT AM PM ENGINEER ARCHITECT CONTRACTOR J)? (t) YES A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 INSPECTION PERFORMED: LOCATION(S): (� FIELD REPORT( ATTN: ,.a,1 2.1- RESTEEL 'J CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER PRIOR REPORT FR O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER No 6015 SUPPLIER / � ) a `I C MIX NUMBER CYLINDER REPORT NUMBER +L 1 `t SLUMP � AIR CONTENT 4' c5 Z SEP051991 PLANNING DEPT. O CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH o a Q NUMBER OF SAMPLES CAST L 4, X TOTAL CU. YDS. PLACED 0 n CONCRETE TEMP a TIME 3 0 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. 0 NO 0 SEE BELOW Date or Plan Number REMARKS' ' S D 4. A rt. - I t I 1- 1 1 a 1 A �t ^ nr C', a w' e n cc� �r- t-b e$ Ion 1 ro Z1 u 1&J A s , 1 1 q COPIES TO: auk w tip `J' - i ) INSPECTOR. , ' ` ��►AA A.A.R. IN e _ BORATORY, NC. SIGNED. DATE 7 -cae -21 FILE NO. 91 -777 PROJECT •OrvP EA/li, ,'vAA ADDRESS G BLDG. Pf RMif NO. / �. OWNER / W TH / J /I,' a'!j C�/a� S TEMP AT 1 o - AT .2 AM PM ENGf EER ARCHITECT CONTRACTOR LU,►a . IS s� TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: /G a27 if( E. �"'� /�► X )e. 7,1 INSPECTION PERFORMED: CFIELD REPORT '` ®-' TEEL I ONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): a,yam /,s r 2 - SUPPLIER M MIX NUMBER CYLINDER REPORT NUMBER 7-3 e SLUMP CS AIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. DES 0 NO REMARKS* P /9 c . F . !! v 2 I C Q U 7-.11 eeeke el W COPIES TO: 1 L.i.V".wL\ LwmQ\< -. PRIOR REPORT O FOOTINGS O AUGER CAST PILING O SLAB I WALLS O COLUMNS O OTHER L9rtONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH c1 0 0 NUMBER OF SAMPLES CAST r3- e X /.Z TOTAL CU. YDS. PLACED 6 CONCRETE TEMP A-5 TIME / D Date or Plan Number A.A.R. T. T ► G LABORAT SIGNED. N_ 4239 FR I��6�Od oD� SEP 05 EN DATE FILE NO. PROJECT Dove) E irtfi-o- i-; cd Art A P ADDRESS C 3 ay BLDG. PERMIT NO. rd. ,r,,p4 r7 OWNER WEATHEil ef.e TEMP AT AM AT 0-0 PM ENGINEER ARCFIIT CT 1//../ Al ,--r, ,.. CO NTRA , TOR i /_ JAI .06 11/ .. A/ ,r,s e.. TO: P.O. BOX 2523 REDMOND, WA 98073-2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881-5441 ATM: /c,71.7 8.ix77, Kr El c.r.2 #/- /''.f9 2 .2- INSPECTION PERFORMED: /FIELD REPORT (7 LOCATION(S): SUPPLIER /14; COPIES TO: 774 164)114 2/45 INSPECTOR. E' - o16 97 SIGNED' Date or Plan Number A.A.R. T T NG ..„ N 4237 A.A.R. TESTING LABORATORY, INC. PRIOR REPORT FR O RSTEEL 0 FOOTINGS L'E'tONCRETE 0 AUGER CAST PILING O MASONRY 0 SL O STRUCTURAL STEEL -WALLS O WELDING 0 BOLTS 0 COLUMNS , 1 r . :;;; ! :: 11\V i l . O OTHER 0 OTHER AUG 2 : RAT RY, INC. • e • ••• r•-■ 131 0 GROUT 0 MORTAR MIX NUMBER DESIGN STRENGTH 0 CYLINDER REPORT NUMBER ‹..7C5 NUMBER OF SAMPLES CAST r) SLUMP ' AIR CONTENT M 1 C. aiv TOTAL CU. YDS. PLACED ,a CONCRETE TEMP 77 TIME ca....2 iv ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. (gX/E; 0 NO REMARKS 1 a7. en, L.5.1 c 7e-e, c.),, ; 15-1 y) ht 7 - 7// e. • " - 7 4- 4/e;d1 eGe2 dt- .47 771 471Y CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. • . Emil= BIM - I i q -1) ire--, ARCHITECT ` d CONTRACTOR 1 ✓Ace>A'.A TNv --- . ' ., �. / TOTAL /) -S SEP231991 CITY OF TUKWILA FIELD TEST DATA TRUCK SAMPLED / 0 O TRUCK TICKET NO. 1 �'fr3 .Z(3 ' TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 3 /T ARCHITECT ` d CONTRACTOR 1 ✓Ace>A'.A TNv WATER 7c) 27 TOTAL DATE - /d - / FILE NO. 9`- PP 7 PROJECT / • v . ' d /L/1 LOCATI 6 ' ADJUSTED WEIGHTS BLDG. PERMIT NO. G 7U OWNER WEATHER / .-.. li TEMP 7 6 - ' AT AM AT ,,/ :„ PM ENGINEER ARCHITECT ` d CONTRACTOR 1 ✓Ace>A'.A TNv BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 5 of FA. / c/ 'l U C.A. ` d WATER a T TOTAL 6._LINDER REPOR . A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881 -5441 TO: 2 b 44/3 ll.. /j1 ".G /�/ G ATTN: / / E7 f/?�.? MIX NO. CONCRETE: A COMPRESSIVE STRENGTH PRODUCERS AEA. ADMIX CAC12 PLACEMENT AREA & NOTES . U /4 /13 1 ;4 C-- COPIES TO: w � SEE FIELD REPORT NO. CR N2 4153 CEMENT CU. YARDS PLACED DESIGN STRENGTH 0 �,�,�1c►>, c' A.A.R. TESTIN LABORATORY, INC. Ict aii SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. K ? 3 ?—/c) 6 ) - 1 '7 7 6 x c z ./ %/ o ‘'- (t1(? ? e'' 4 7 , D WATER ci, 3 Li � 6s ° 6 d l° 2 f ARCHITECT i 7,3 a /0 -.x- , 8 ,r_„7 - 0 FIELD TEST DATA TRUCK SAMPLED / 2_4, TRUCK TICKET NO. /6' y DESIGN WEIGHTS TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACT6R CONC AIR ®:6( ./ %/ WEATHER �!! ' W WATER s � 6s ° 6 d TOTAL ARCHITECT CONTRACTOR G I ; - ;7P 4 ,n1 ,r_„7 - 0 DATE DESIGN WEIGHTS FILE NO. ADJUSTED WEIGHTS PROJECT j. 722. ' t" fee,/ e_./.4 `/7 d LOCATION / 2 ;'j 4, / c5 7(J772 Ple WI/ BLDG. PERMIT NO. 7 a/ OWNER rp,,'L. D WEATHER �!! ' W WATER TEMP O 4 6 0 AT 8, A M AT PM ENGINEER TOTAL ARCHITECT CONTRACTOR G I ; - ;7P 4 ,n1 ,r_„7 - 0 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT `/7 d FA. / 4/62) C.A. rp,,'L. D WATER TOTAL 5 ) A.A.R. TES ING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: L. (, 41./ > / A) ATTN: / 4 2 , 7 5.7"L4a — F ' LS"xi5�11Gc / ��J.4 ,5,940 2 — COPIES TO: MIX NO. 2c Cr /LINDER REPO 4) 11111 • • OA COMPRESSIVE STRENGTH k I L SIGNED: SEE FIELD REPORT NO. f7 C> N2 • 4645 CR PRODUCERS CONCRETE: 14411-,e75 CEMENT CU. YARDS PLACED 63 AEA.. ADMIX , CCAC1 2 PLACEMENT AREA & NOTES $ /4 * / . ti L / tu f O AP,p 44 4 c_. /4 r' y? % DESIGN STRENGTH LS v INSPECTOR: A.A.R. TESTING ! BORATORY, INC. DA , -G` - �� FILE G NO. B PR ECT RC.1 C g-/n !0a, r Ufri. ADDRESS ,2. ,2s�,3Y BLDG. vT So'c' VT& px r.�5/ PERMIT NO. 67 OWNER WEATHER O 'e/SI TEMP AT 8' 0 AM L ,5 - 4/ v AT PM ENGINEER ARCHITECT CONTRACTOR P1 </ �,u� rn zv C' FIELD REPORT i wP IOR REPORT A.A.R. TESTING LABOR TOnY; INC: P.O. BOX 2523 REDMOND, WA 980731252 SEF 1991 DWBE CERTIFIED p. (206) 881 -5812 FAX (206) 881E 4410r- PLANNING DEPT. TO: L, Gerwi ATTN: -7 /r'o 2 / Z 724-, ,,, Sc i/G , e.v/4.' _ 6 INSPECTION PERFORMED: a Z 3 RESTEEL It CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): /. ,S Tv / i4 ,'g r 2'e - E - A/ ,¢ , F ' f 6 4 i.JJ4 SUPPLIER i?l /1 MIX NUMBER 0 8 CYLINDER REPORT NUMBER ''' Y 7 SLUMP AIR CONTENT REMARKS' / =7 , 7e.- /7U COPIES TO: v.nm.0vl INSPECTOR: A.A.R. T N SIGNED. - Date or Plan Number 6063 FR O FOOTINGS O. AUGER CAST PILING fa SLAB O WALLS O COLUMNS O OTHER 31 CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH 2.(3 - G° NUMBER OF SAMPLES CAST 3, -6 ' Z TOTAL CU. YDS. PLACED Z 8 CONCRETE TEMP 76 ° TIME 8. "$ ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. ■ YES 0 NO 0 SEE BELOW OR TORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED . AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, 1 b 3 ? 5 Y 6x ENGINEER /035o° 3 'O 6 L 7a • )( .2 0 c(1).5 /0- -) '- 8 FIELD TEST DATA TRUCK SAMPLED /� S TRUCK TICKET NO. /Ry 5 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. , — FACTOR CONC AIR 236 4' 4 " ENGINEER WATER ARCHITECT 6 76` 7a • DATE FILE NO. DESIGN WEIGHTS 3 PROJECT AIP"•' . /i -_. • i ADJUSTED WEIQHTS LOCATION I / '73C7y , Sn. )Tf/r rV72 / t c FA. `BLDG. PERMIT NO. 70"' OWNER / WEATHER e' es TEMP 6 AT 7 70 AT /:GSM AM ENGINEER WATER ARCHITECT CONTRACTOR L. e/ml l 4 z,O // e TOTAL BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS 3 % MOIST ADJUSTED WEIQHTS CEMENT FA. / VV'f CA. /28 WATER ..94 TOTAL • A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073=2523, -. ; .� 9( {•{; I�\ DWBE CERTIFI D :!, I i.. �;,, .' I ``, :.:� (206) 881 -5812 FAX (2Q6) 8 i.- 5 = " 'J TO: 2 Uri/ j"A /AJ ATTN: /62 7 src,; , „r,4• ,98 /a2 MIX NO. / v CONCRETE: /7 /i,� C°.CLAn /•3 4f/t q REPOT' SEE FIELD REPORT NO. 6 a l 0 SEP181991 CITY utiv,,41LA r COMPRESSIVE STRENGTH Na • 4644 CR CEMENT CU. YARDS PLACED .23 PRODUCERS AEA. ADMIX CAC12 PLACEMENT AREA &NOTES 1 7/4. /--oiP Rkae4,QD. / 7-70 L / 7'0 // �I clr►�.� DESIGN STRENGTH 2-6 INSPECTOR: COPIES TO: T ?<coda. /d- . ,Dirt � iur�Jpk� n A.A.R. TEST t ABOR'TORY, INC. { •. - 14 , - 9/ SIGNED: DATE F V— Si FILE NO. Y/ -.5PY PROJECT _2 e=71jO1.P /(w4. ADDRESS / 73.3 V Sof.ir )rz Pk?.v BLDG. PERMIT NO. 67 / OWNER WEATHER 'Ck.e TEMP AT AT AM PM ENGINEER ARCHITECT CONTRACTOR X. v /-1.4 / t w TO: ATTN: (/)' A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 G U m/ g/ KJ l.t/G /6 2 7 6.7g6 o- f= • INSPECTION PERFORMED: ( FIELD REPORT( RESTEEL O CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING IS BOLTS O OTHER LOCATION(S): SUPPLIER MIX NUMBER CYLINDER REPORT M =ER SLUMP AIR CONTENT REMARKS: -ae.,n . t f - 77 12 a . A l . rte' a7 ' v .J COPIES TO: TU knk Rid», 1b.pf ., 0 zs -9� INSPECTOR• SIGNED. PRIOR REPORT FR O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS • OTHER 5 roc= s O CONCRET DESIGN STR NUMBER OF TOTAL CU CONCRETE Date or Plan Number o O G - • T 0 MORTAR GTH LES CAST S. PLACED MP TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES 0 NO 0 SEE BELOW 5594 , Azr 77 ,444D Qn er A-,- a Z de „,izrep A - 4 — rrr 4,1�4J r t- .J, 122 t �,r A.A.R. TESTING L aZ: IY. INC. DATE FILE NO. PROJECT 4 12, , EA,f ADDRE / $s ue' 7 7 / 7433 ` ' Sl) ,,2"A L`.P Iv /r,- PkeL BLDG. PER7IT NO. / • OWNER TEMP AT 7• 4-4) AM t, CJ AT PM WEATHER G/� Imo' ENGINEER ARCHITECT CONTRACTOR L /A,7 ,0 � ly 2 / TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 1 (1A4 / ,)g A/ .7 e> ATTN: e :,. /7 7/v.,2 INSPECTION PERFORMED: O RESTEEL t - ONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): G"d�v.s�r.47 .c /� 6 //`' / i.�v A A "/ 'R� / ,J' /A 1 6 /71 >/r1 ! ,.yK C(/-o /21./... /a hi re/ , /Y' c' E / SUPPLIER /' ) l -e S EKONCRETE 0 GROUT 0 MORTAR MIX NUMBER DESIGN STRENGTH tav CYLINDER REPORT NUMBER `--// G S NUMBER OF SAMPLES CAST 3 ;( /2 SLUMP ?— AIR CONTENT TOTAL CU. YDS. PLACED TEMP r TIME 7 ' O YES ONO ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. Date or Plan Number REMARKS' L7!� c.� v � s aS'av�s S "•t•%,tip C )4.CP'U /4/ f GI c, I- S / r� li / /J / ..i I 6./ . r,4 A- e) S7-o _r / r� c-/ .•� e: �+,. -P INSPECTOR. L u /ripkih �h �• A.A.R. T T G ATORY, INC. ! ' ��l SIGNED COPIES TO: TU kkwi /ot, ,R/06. ,bee C IELD REPORT PRIOR REPORT - 4874 FR O FOOTINGS O AUGER CAST PILING I -SLAB O WALLS O COLUMNS O OTHER DATE • '' - 7/ FILE NO / -- f) P OJECT 4 , , -• . L 4'./7 0 ,. ) ADDRESS? /7. `/ .5, c.,,,/ ;, i- BLDG. PERMIT NO. l 7 :;', OWNER WEATHER `.Ir ,P TEMP ,76 AT I.1, a.' AM AT PM ENGINEER ARCHITECT CONTRACTOR - / a i)v) /1 iv C N G TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 G ih y /I .1' J"q; L.' ATTN: 7 //j., C .1 7Y / ?;l INSPECTION PERFORMED: ( FIELD REPORT O RESTEEL �l- CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): ' - r 4 4 4 y . e r SUPPLIER /l t / • s MIX NUMBER CYLINDER REPORT NUMBER SLUMP c i AIR CONTENT COPIES TO• 7;_i 1d, �P 9 -zs -q/ PRIOR REPORT O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER O CONCRETE D - GROUT 0 MORTAR DESIGN STRENGTH 7 5' %i Cyr r, / NUMBER OF SAMPLES CAST '3 - — . r y r TOTAL CU. YDS. PLACED CONCRETE TEMP .%-' TIME "." ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. EI -- VES 0 NO Date or Plan Number INSPECTOR: A.A.R. TE TIN LABORAT SIGNED. N° 4870 FR Y, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. C l 12. (4-4 9-2 7 di' *z. : ► 7g,6 0 2 . 8,,17 ' 90400 5 72-_ 00 930/0 Z 0 2 O 3 loCi 3 22Q I ) .) 1 I 9 -23 6 11'1. - 1 -23 FIELD TEST DATA TRUCK SAMPLED / TRUCK TICKET NO. / AI 0 9 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 3;6 S /7t t WATER 71 7 D TOTAL DATE ' 2 FILE NO. 71 PROJECT _ 4r o 2 ja o a 41 LOCATIO ' n 7ar7 y (To r4 c y'Tr RC4J/ BLDG. PERMIT NO. i0 9 OWNER (/ WEJVHER . ,I id' vcJs TEMP AT AM 70 AT ), JPM ENGI ER ARCHITECT CONTRACTOR hint,; /('A/ jA v BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS "/o MOIST ADJUSTED WEIGHTS CEMENT c 37? FA. 1 N o2-O CA. /7t t WATER ? ? — � J -� TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 381 -5812 FAX (206) 881 -5441 TO: Z v AV7K t ATTN: /G a? £i-S r /v. ire E, a7'r /e& 7/ o cZ MIX NO. CC_LINDER REPORC COMPRESSIVE STRENGTH CONCRETE:_ /e• S CEMENT PRODUCERS A M A AEA. ADMIX. LS 1 C /' O r i ICAC12 PLACEMENT AREA & NOTES P a .y� .� :7 lG -� COPIES TO' Lti Y,( \I'- 1-zs -on O ( - '3 —G 1ja - 3 SIGNED: SEE FIELD REPORT NO. �r3 CR CU. YARDS PLACED O`/ DESIGN STRENGTH a &el) A.A.R. TEST ING I TORY, INC. N° 3585 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 17 i Y 9- // 9 - i EL /o -- - 7 . 8 6 x. 1 - L. ENGINEER 1/9600 ___ 2.3 o ,.5" »q y I L / //,9 0, e /n) 7. FIELD TEST DATA TRUCK SAMPLED /0 TRUCK TICKET NO. /,g ?3 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR LONG AIR 9.i 6 5' ENGINEER ARCHITECT ,.5" 70 y TOTAL L / //,9 0, e /n) 7. DATE FILE NO. DESIGN WEIGHTS `/ 0 PROJECT 71f / S' zg7YJ F Cilead iY1 ADJUSTED WEIGHTS . LOCATION / 7 '�`y_? �i! .SC9 r i T?'{(e )LiT$ P .' l.Jk✓ • _ BLDG. PERMIT NO. 6 / c' may OWNER /t/80 WEATHER TEMP O c p. AT 8.' p a AM AT PM , / /,! W_C/4�j" ENGINEER ARCHITECT 2,4 4/- CONTRACTOR / t" TOTAL L / //,9 0, e /n) 7. BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS `/ 0 % MOIST ADJUSTED WEIGHTS CEMENT FA. /t/80 C.A. / /6),2..0 WATER 2,4 4/- TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 2 « 41 k ',U Lic /C C YLINDER REPOR ATTN: � 2 Gc/d - FBA, z Z MIX NO. fa 0 COMPRESSIVE STRENGTH PRODUCERS CONCRETE: / .. 5 AEA, ADMIX CAC12 DESIGN STRENGTH 2- CT" U PLACEMENT AREA& NOTES ff e) . <- 7t) Zit trf ,4 /)D COPIES TO: TI( Eu,l1 Pfri .4.01-71- L q' 2'3 -�� N °_ • • 4647 INSPECTOR: SEE FIELD REPORT NO. CR CEMENT CU. YARDS PLACED 2.• 8 A.A.R. TESTING LABORATORY, INC. SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET - NO. ', 1 .,:) » d. -Z 9-19 7 z. A' 42 WATER L i 00 I I GO op 2 c` c. -i 0 4100 I I 11 ,, " I I Z ,:t-c' - F / 1 13 o 1 1-o 3o ) FIELD TEST DATA TRUCK SAMPLED / , TRUCK TICKET NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. ARCHITECT or %S ti/# .a 44 a-7'a N N. CONC AIR ,9-A5 WATER `'? �R ../ 77 76 DATE FILE NO. PROJECT ®,- a EA"! p a , v:1i LOCATION 3 g ) ,, • BLDG. P NO. (` OWNER WEATHER TEMP AT AM AT /_, UdPM � 'iti e .ev--ti- ENGINEER ARCHITECT or %S ti/# .a 44 a-7'a N N. CONTRACTOR �/ Al - i o ,S,' /Y .4i1/G BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS < 577 % MOIST ADJUSTED WEIGHTS CEMENT FA. / et C.A. i7 4 O WATER `'? �R ../ TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881 -5441 TO: 4 I /1/1/..9 ATTN: 1 r cr/Z Ker -, MIX NO. CONCRETE: PRODUCERS AEA. ADMI PLACEMENT AREA & NOTES COPIES TO: "T1kY.-W lCl P \f . ..vt, YI /e CEMENT C CYLINDER REPORT SEE FIELD REPORT NO, COMPRESSIVE STRENGTH / 5 /./7 N2 3583 CR . off CU. YARDS PLACED ,0 .2. DESIGN STRENGTH d 0.6 CITY OF TUKWILA 6200 SOUTNCENTER BOULEVARD, TUKWILA, WASHINGTON 08188 Plan Check #91 -040: Drug Emporium 17348 Southcenter Py PHONE # (206) 433.1800 Gary L. VanInscn, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME ?ART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1 • 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 conbrete 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). Drug Emporium Page 2 10. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 11. 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). 12. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 13. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 . Edition). 14. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. All wood to remain in placed concrete shall be treated wood. Validity of Permit. The issuance of a permit or approval . of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 X 2 Foundation 431 -3670 X 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Concrete X 12 Welding X 13 Bolts X 14 FIRE FINAL Insp: 512 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 • BUILDING PERMIT INSPECTION RECORD CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 17348 Southcenter PY (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING (o1O PERMIT NO. DATE ISSUED: PROJECT: Drug Emporium CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied In place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if undersiab insulation Is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be Installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) -- King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 04f14/GO 5( 1. Footings 2. Foundation A ' 3. Slab /Slab Insulation 4. Shear Wall Nailing X 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. COhfC.REtr 12. Wta.Dt t t, )( 13. 'g01.. ,X 14. Fire Final )c' 15. Planning Final K 16. Public Works Final < 17. Building Final Plan Check No.: e l I - cD4 0 Project: T)12.0 C._ E pC5rc.\ REQUIRED INSPECTIONS PAN REVIEW COMMdrS )< 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- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). 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.O. 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. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 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. 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). A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have 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 contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. Mahan &DeSal vo 1► "'il CONSULTING ENGINEERS August 1, 1991 Duane. Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington, 98188 Regarding: 91-T-03 (Drug Emporium Addition). Dear Mr. Griffin, 1200.6th Avenue; Suite 1910. Seattle, Washington 98101 FAX (206) 624 -8151 (206) 6248150 We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawing, calculations, soils report and specifications for your use Sincerely, cc: Sylvia N. Otani, Architect 5601 5th Avenue `South '. Seattle, ; ; Washington 9p, 108 RECEIVED CITY OFTtIKWILP U 1. 1991 PERMIT CENTER I Mahan &DeSalvo CONSULTING ENGINEERS February 14, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -03 (Drug Emporium Addition) S ncerely, Carl Geig CAG:1 cc: Sylvia M. Otani, Architect 5601 5th Avenue South Seattle, Washington 98108 1200 - 5th Avenue, Suite 1910 le, Washington 98101 FAX (206) 6248151 • . •» • (206) 6248150 CITY RECEIVED TiIIKWILA MAR I WO PERMIT CENTER Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The calculations call for 4x16 roof purlins at the 20' span but the drawings show 4x14. Please clarify. 2. The cantilever beam is not adequate for the design loading. The moment calculated on page 3 is incorrect for the dimensions shown on the drawings. 3. The trim reinforcing at the top of the openings in panel number 3 and number 5 do not meet the requirements of Section 2614(d). 4. Provide calculations to show the 15' shear wall at grid 'CI can resist the lateral force to it. Also, check the overturning stability of the wall and include the overturning force in the footing design. 5. Call out on the drawings the thickness of the precast concrete wall panels. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. pm kc0 GPt.r_ou' cmaLa,0 1b W-Qqt 1.3) Mahan &DeSalvo _ll�'lll CONSULTING ENGINEERS February 14, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -03 (Drug Emporium Addition) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The calculations call for 4x16 roof purlins at the 20' span but the drawings show 4x14. Please clarify. 2. The . cantilever beam is not adequate for the design loading. The moment calculated on page 3 is incorrect for the dimensions shown on the drawings. 3. The trim reinforcing at the top of the openings in panel number 3 and number 5 do not meet the requirements of Section 2614(d). 4. Provide calculations to show the 15' shear wall at grid 'C' can resist the lateral force to it. Also, check the overturning stability of the wall and include the overturning . force in the footing design. • Call out on the drawings the thickness of the precast concrete wall panels. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. S ncerely, Carl Geig CAG:1 cc: Sylvia M. Otani, Architect 5601 5th Avenue South Seattle, Washington 98108 S 9 1 1200 - 5th Avenue, Suite 1910 Seattle, Washington 98101 t 4WEIT 'FEB 5 ;991 rukwILA PE.:+ai\NiNG DEPT. FAX (206) 624-8151 (206) 624-8150 ti CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKIVILA, WASHINGTON 98188 ebruary 22, 1991 ylvia Otani: 5146 55th Avenue S:' Seattle, Wa. 98108. Dear Ms. Otani: Sanitary Sewer; Identify manhole types. PHONE # (206) 433.1800 RE: Site Plan Review Request Resubm Crow ,(Addition to Drug Emporium at Parkway Plaza North), Public Works Department has reviewed your site plan for the Emporium Addition in the Parkway Plaza North Building, Plan C -1, and request resubmittal to address the following comments: Sanitary sewer (38 LF) is identified with zero slope. Require is engineered design. Sanitary Sewer: Identify minimum 10' separation; identify :1 vertical separation from sanitary sewer to other utilities: Gory L. Vaniusen, Mayor 4. Manhole #2 indicates . lid elevation above ground requires correct elevation; Identify manhole #1 lid elevation. 5. Provide field survey of storm system you plan on connecting into to confirm adequate slope and crossing of existing sewer and water system is feasible. 6. Water system: Identify where double detector check valve assembly exists or will be constructed. 7. Horton Dennis, Civil Engineers, to stamp and sign with Professional Engineer's seal. 8. Sanitary Sewer System: Provide sanitary sewer manhole detail for channelization and connection. 9. Identify where fire loop system goes so Public Works plan reviewers may determine if valving is required. 10. Storm System: Provide numbering for catch basins. 11. Water System: Water main shall identify 10' separation from al structures and dirty water lines, storm and sewer lines. PF /amc:8: drugs it Fraser, Senior Engineer Public Works Department 12. Storm System: Identify existing or new oil /water separator. 13. Review plan with railroad company and identify easements for railroad and any railroad requirements for this development. 14. Water System: Provide 2 additional valves on water system; 1 at run just south of intersection "28', 10 ". DI ", and, 1 just north of "44', 10" DI ". 15. Water System: Identify storz coupling on existing hydrant and paint. 16. Identify conversion of existing storm, sewer or water systems under buildings to internal plumbing and /or abandonment. 17. Identify downspouts tied into storm drainage system outside of building. 18. Identify by letter from property owner, intent to sign "No Protest" Developer's Agreement for street, sewer and water for future extension of Minkler Boulevard by which this Development may be served in the future. If you have any questions regarding the above matters do not hesitate to call me at 433 -0179, and I'll be happy to sit down and go -'over these issues with you at your convenience. Call Arline McCready at 433 -0179 to set up a meeting if you feel it necessary. Sincerely xc: Permit Coordinator Darren Wilson Horton Dennis - 320 2nd Avenue S. Kirkland, Wa. 98033 Read File Development File: Drug Emporium Expansion i HEREB :VE RTt 7 NAT ° U4V THIS APPUCATION ANN KNOWTHCSAMI4TO,lig MOM ANDPORRECTA Contact Person • 1 u 1 • u : • - • t-VI its. QT, t Applicant/Authorized 1 / Agent Signet : �� - Print Name: �`� 1--\1 ! i . t Address: 't4r4,. t �.Jii• 51. � Date: I Phone: - I (nZ -41 fit E. W.A. Phone: - 1(4/2 -Arl a Date Application Accepted: ., a) , • Date Application Expires: < 1 _ • I CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433.0179 .. 9RillrATION Name of Project: .64",prttot To Deus V-It-.48::>et Property Owner: G) • it,C Phone No.: . 16 , 'Z Street • �� 1 - ' CI /State/Zl 81 Engineer: 4-fic)1 t- DEsN141•5 Street Address: 32.D 2'" 4 Contractor: Street Address: Ki County Assessor Account Number: 2 {y.'�f l i'' Yf< O C hannelizatlon/Striping/Signing Curb Cut/Mea sa/Sidewalk 4 Fir ood zone Co L ( n to vault) - No.: ❑ Fl Gracie/Flo 100 cc bic yards ❑ Hauling ❑ Landscape Irrigation O Moving an Oversized Load -ec r�� 19( Sanitary Side Sewer- No.: t?. cp '51 Sewer Man Extension I Private Public CI -- rte Cam CCD , : REFUNG /BILL J Street r�6D1 (o�'+' Auer., Mt NT.�Iq»1t #` s r Name: "C�W1 -t - Cep ( D SERit1 " "'' BILLING Water DESCRIPT1 I ': F:000JECT< <i ❑ Si le -Fami Residential No. of Units: ❑ Motel 0 Tri • lex ❑ Condominiums 54 Commerolat/Industrtal ❑ Office Retail ; MI$CEO NE OU> It!i :Qfl MA:'I O .: , UTILITY PERNW:3 �' APPLICATION Street t ei ' hoe, ewer t4 Metro XStandb ❑ � (Warehouse ut� accttu ❑ Manring p King County Assessor's valuation of existing structures: $ t 1.0 PLAN CHECK ^ NUMBER: (,,f � Phone No.: 812- 1. V.5 - ... s of �CitylState2lp - y:tt?kt- t�IJD� IDA- `1BC1? Phone No.: C /State/ZI : ' Storm Drain ❑ Street Use Sizes: 0 Water Main Extension Private ❑ Pubic ❑ EXI Water Meter/ Exempt: - No.: Deduct 0 Water Only p (ITT❑ Water Meter/ Permanent v No.: ❑ Water Meter/ Temporary:- No.: Sizes:— ❑ Other: Phone No.: 162 - cJSG City/State/Zip: � ( 1� 16(,C ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: RemodeV Addition ❑ Church Phone No.: 1( Z Cit /State/ZI•:ksLStite LOA ❑ SchoolCollo e/Univers ❑ Hos ital ❑ Other: _ Square footage of original building space: I rrt2 .4-42 4 Square footage of additional building space: 5 7c " ` Valuation of work to be done: $ I t OM 08/18/00 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 July 26,, 1991 Sylvia Otani 5146 55th Avenue South Seattle, WA. 98108 RE: Drug Emporium - Utility Site Plan Approval PHONE b (206) 433.1800 Gary L. VanDusen. Mayor Dear Sylvia: Public Works Department has reviewed and approves the site plan for the Drug Emporium expansion. Prior to beginning your work, the following permits are to be obtained via Denise Millard, Permit Coordinator (431- 3672): 1. Land Altering Permit (Permit Fee = $108.00) This area does not appear to be in any sensitive area. You are referred to the Department of Community Development to make any sensitive area determination and shall provide a. written statement to Public Works from the Department of Community Development that SAO is not an issue. 2. Fire Loop /Hydrant (Relocation) (Permit Fee = $25.00) 3. Sanitary Side Sewer Upgrade (Permit Fee $20.00 + (5,700 sq.ft. added to expansion building square footage of 152,442 sq. ft. X .005 = $28.50) - Total $48.50) 4. Sewer Main (Private) Relocation (Permit Fee = $25.00 5. Storm Drainage Relocation (Permit Fee = $25.00) Per your recent meeting with Ron Cameron, City Engineer, the Developer's Agreement, dated July 22, 1991, is acceptable for a Public Works staff recommendation to Council for acceptance. The Developer's Agreement will be processed through the City and a copy will be sent back to you once it has been accepted through the City Council executed through the Mayor's office and recorded by the City Clerk. If you have any questions do not hesitate to call me at 433- 0179. Sincer P it raser, Senior Engineer 'xc. Planning Department Kelcie Petersen Jane Cantu, City Clerk: -Finandef Department Developement ' File:•Drug.Emporium. Enclosures (3) PF /arc : 7 : drug AC TIVIIS LOG DATE INIT. COMMENTS 1 _ ` C) t I-1-tt2_ WHAT zH c'duL> T L. Mc Ac1 . RECEIVED JUL 251991 TUKWILA PUBLIC WORKS City of Tukwila Fire Department Review Control #91 -040 (512) Re: Drug Emporium - 17348 Southcenter Parkway Dear Sir: FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor March 12, 1991 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at extinguisher for each.3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or ;less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in . the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with sign stating, "Fire Extinguisher," with an arrow pointing. to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. No 'point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel.. (UBC 3302(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) `Exit hardware.and marking must meet'the requirements City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 4. All electrical work and equipment shall conform Gary L. VanDusen, Mayor of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. All modifications to sprinkler systems shall have the written approval of the Washington, Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved. drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC.10.305) If sprinkler system for addition is to be extended from existing sprinkler system, calculations will be required to verify adequate fire flow for the addition. Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 1909 Page number y City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. Van Dusen, Mayor strictly to the standards of the National Electrical Code. (NEC 70) (UFC85:101) All electrical wiring is to be inspected by the State El eCtr ca lbspector , Washington State Department o.f: Labor '& Industries. (NEC 70) 5 . All required occupancy' separat ions , ' area separation walls,` and draft -stop partitions shall be maintained and... • shall be: properly repaired, restored or replaced' who damaged, altered, breached, penetrated', removed or improperly. installed. (UFC'10:401) Any overlooked hazardous condition,and /or violation of adopted Fire or Building Codes.does, not imply approval `of: such condition or violation A. Ar , IIIMAIW: 1 1 VI '. • . If." A, ,d, C 0 MMENTS , , <Z.i5 MI i . ixe . , fl .4v by,, x Margill IIII Eigo .140' 4; arig.:,...__AL: r ( 2 S6 OSIO -.. • ........,e, ..0.. A:Lae.. A. .. - - .0,0. • / _ ., -• V/Z f/ . MIIIREAREIMEMILTAir- • • .._ ............ ...._ A ACTIV Y LOG [APR 0 3 1991 C: { T'Y OF TUKtrvi.A ('1. A;11!\ij - lrcor. 141 • IF T 4 15 /9 t ksititcAMFO Lker ksz)231.4 la?kosstks L-00 ` - C: C..Cole te cam. (391.3W42 eb &.) t %WEB' ) ' eZ (1 ‘ t LAS) #o 'S 6 -nC7\ tpc3 -4.D i E r o l l -kol. JrA l.L-) • vi....1c4-.LDOGIo ut)NUTAIS C V.4.4\zu:5g.tot-t .A.ttz) *st (SO tle &/bV.- t c_ .614v.as- C.2)16 t /*--Mktwa—L, CV—egsL c 1 parkway plaza parking allocation I PARKWAY PLAZA PROPERTY USE AND DEVELOPMENT AGREEMENT "PARKWAY'PLAZA • PROPERTY USE AND DEVELOPMENT AGREEMENT - Page 1 9668A/5O2A/DDW THIS INSTRUMENT, executed this 2% day of 1982, in favor of THE CITY OF TUKWILA, a municipal corporation (herein called "City "), by the JACK A. BENAROYA COMPANY, a Washington corporation (herein called "Benaroya "). W I T N E S S T H: WHEREAS, Benaroya is the owner of certain real property (herein call the "Property ") located in the City of Tukwila, County of King, State of Washington, which is more particularly .described in Exhibit 1 attached hereto and incorporated herein by reference; and WHEREAS, pursuant to Chapter 18.56 of the Zoning Code of City of Tukwila, Benaroya has petitioned the Tukwila Planning Commission for approval of a cooperative parking facility located at the Property; and WHEREAS, the'Tukwila Planning Commission is willing to grant the petition for a cooperative parking facility subject to the execution and recording of an agreement with the City pertaining to certain uses and developments of the Property in the interest of public safety and health; A w . u “*.a. ..... \ u ... . u 1 ... r .. L C u r ry. u u r L G I I U • r , U U. n C r) . L U N Y k N U SAID TRACT OF LAND CO►IvCYEO BY RECOkDING NO.'71111001719: THENCE NORTH b7. 55 w ST ALONr'. THE SOUTm LINE OF SAID TRACT OF LAND A D1STA'ICE nF 270.00 I , E E 1 10 TH E•. 01 N1 OF UE G I NN I NG. p 2 I G APR 031991 CITY OF TUkWILA f'i. �.�►n.IiNi; D PT. IP health. s er NOW, THEREFORE, Benaroya hereby covenants, bargains and agrees on behalf of itself, its successors and assigns, that the Property will be developed and used subject to the following terms and conditions: 1. The proposed tenants are as described by name or type of business in Exhibit 2 (November 3, 1982 letter of application from Benaroya) attached hereto and incorporated herein by reference. 2. Total arrangement of parking spaces on the Property shall be as described in Exhibit 3 attached hereto and incorporated herein by reference). 3. If any change is made to the above described tenants or complementary tenant mix and such change affects the parking analysis submitted by Benaroya in Exhibit 2 and in Exhibit 4 (November 9, 1982 analysis by C.V. Brown), attached hereto and incorporated herein by reference, so as to create a need for additional parking, the Tukwila Planning Department staff may request the Tukwila Planning Commission to review the cooperative parking facility, and the Tukwila Planning Commission may require cancellation thereof or modification of its terms upon finding of adverse impact public safety or • 4. It being understood that the cooperative parking facility is approved upon the finding by the Tukwila Planning "PARKWAY PLAZA "'PROPERTY USE AND DEVELOPMENT AGREEMENT - Page 2 9668A/502A/DDW r e. I or 4 SAID TRACT OF LAND CONVOYED Dv RECOkDING NO. ?1111001119; 1HENCE MDRIH 61. 55'02" NEST ALONG THE SOUTH LINE OF SAID TRACT OF LAND A UISTA'ICF, OF 270.00 I EE 1 10 TN6., ..P0I N1 OF IIEG I NNI NG. 1 • Commission that such action is taken at the time of approval in the public interest, the Tukwila Planning Commission may review the cooperative parking facility annually and may require cancellation thereof or modification of its terms upon finding of adverse impact to public safety or health. 5. Any outdoor promotional event within the Property during periods of simultaneous operation of the theater, retail space and food service facilities, which makes unusable any parking spaces, may be allowed only with prior approval of the Planning Department. 6. No more than three hundred (300) spaces below the total number of parking stalls required by the Tukwila Zoning Code for the Property shall be permitted under the cooperative parking facility agreement. 7. This Agreement shall be recorded in the records of the King County Department of'Records and Elections and filed in the records of the City Clerk, and the covenants thereof shall be deemed to attach to and run with the Property and shall be binding upon Benaroya, its successors and assigns, and shall apply to after acquired title to Benaroya to the Property. 8. This Agreement may be amended or modified by agreement between Benaroya and the City; provided such amended agreement shall be approved by the Tukwila Planning Commission after written notice is made to property owners within three hundred (300) feet of the Property. "PARKWAY PLAZA " PROPERTY USE AND DEVELOPMENT AGREEMENT - Page 3 9668A/502A/DDW ��• n•,at .•...tu /rfil w usa•Mrvt,c Ur 7u.UU rAcs IU Int b SAWYER O•• SAID TRACT OF LAND CONVEYED BY RECOkD1NG NO. 7111110109; THENCE NORTH 61. 45•02'• wEST ALONG Tiff. SOUTH LINE OF SAID TRACT OF LAND A DISTANCE, DF 270.00 F EET 10 TILE• POINT OF BEGINNING. • • %. % . Pet46 d' 4 DATED: 9. Nothing in this Agreement shall prevent the Tukwila City Council from making such further amendments to the Zoning Code as it may deem necessary in the public interest. Nothing in this Agreement shall prevent the application to the Property of future amendments to the Zoning Code, if otherwise applicable. 10. This Agreement is made for the benefit of the City. The City may institute and prosecute any proceedings at law or in equity to enforce this Agreement, including injunctive relief. The City shall be entitled to recover from Benaroya reasonable attorney fees and costs for any action commenced pursuant to this Agreement. 11. In the event any covenant, condition or restriction hereinabove contained, or any portion thereof, is invalid or void, such invalidity or voidness shall in no way affect any other covenant, condition or restriction hereinabove contained. F STATE OF WASHINGTON ) ss. COUNTY OF K I N G On this date, before me, the undersigned, personally appeared before me JACK A. BENAROYA, to me known to be the "PARKWAY PLAZA " PROPERTY USE AND DEVELOPMENT AGREEMENT - Page 4 9668A/502A/DDW Jn.v nu!. 0..1%41.. M Vf+ln..I,L VI ,u.VU I I•• Iv Inl. +1./1•01.1•0. 4I ■Vrk U" SAID TRACT OF LAND CONVEYED Dr RECORDING NO. 71111001091 THENCE NORTH VT' b5•02 NEST ALoNr THE SOUTU l Ira OF SA ID TRACT UF LAND A 01STA•JCE OF 270.00 IEET 10 T11E• Of BEGINNING. ., ( wJ I or -4- 1982 JA . BENAROYA PANY By k A. Benaroya, Pres>.dent President of JACK A. BENAROYA COMPANY, the corporation that executed the within and foregoing PROPERTY USE AND DEVELOPMENT AGREEMENT and acknowledged said instrument to be the free and . voluntary act and deed of said corporation, for the uses and . purposes therein mentioned, and on oath stated that he /she was authorized to execute said instrument. �J GIV NDER M HAND AND OFFICIAL SEAL this day , 1982. "PARKWAY.PLAZA " PROPERTY USE AND:DEVELOPMENT AGREEMENT 9668A/502A/DDW 7 "--)4i-e-p-e-e-e. Public in andAzIr7Fre , of Wash , • ' •,i.•Les,• ing •• SA10 TRACT OF LAND CONVOYED BY RECOkOING NO. 71 THENCE: NORTH bV " .S•02o wEST AL OW; THE SOUTH I.1NE OF SAID TRACT OF LAND A DISTANCE OF 270.00 lEE I lO THE- FO1N1 OF tEGJNUING. legal description exhibit 1 That portion of the southeast .uerter of the aouthweat quarter and of the southwest quarter of the southeast quarter of Section 26, Township 23 Wirth, Mange 4 East, WIllazette Meridian, in King County, Washington, and of the northwest quarter Of the northeast quarter and of the northeast quarter of the northwest quarter of Section 3S, ?ow.t%hip 23 North, Range 4 East, Willamette Meridian, Y.ina County, Washington, described as follows: Beginning at the northwest corner of the northeast quarter of a'sid section 35; thence South 87.44'00' East along the north line of said northeast quarter a distance of 140.16 feet to the true point of beginning; . thence South 02'24'12" West parallel to the west line of acid northeast `quarter a distance of 894,23 feet to the north line of the south 430 feet of the northwest quarter of the northeast quarter of bald Section 35, thence North 87°'50'09" Vest along said north line a distance of 140.16 feet to the east line of the northeast quarter of•thu northwest quarter of said Section 35; thence North 87°50'51" West along the north line of the south 430 feet of said northeast quarter of the northwest quarter a distance of 177.29 feet to a point 6 feet distant northeasterly , t.eaaured at right angles, from the easterly margin of the Hess Brother's County Road No. 972; thence Uorth 11'59'33" Woot along along a lino 6 feet distant northeasterly, measured at right angles, from said easterly margin a dietetics of 1791.86 feet; thence continuing along said line 6 feet distant'northeasterly along a curve to the right having a radius of 919.37 feet, an arc distance of 210.78 feet through a central angle of 13 °00'011 "; thence North 0l ° 08'35" East along said line 6 feet distant northeasterly - .L.dirrtance of 285.11 feet to the north line of the southeast quarter of the southwest quarter of said Section 26;. thence South 87'55'53" East along said north line a distance of 625.20 feet to the west line of the southwest quarter of the southeast quarter of said Section 26; thence South 87 ° 55'02" East along the north line of said southwest quarter • of the southeast quarter a distance of 140.16 feet; thence South 01 ° 12'25" West parallel to the west lino of said southwest quarter of the southeast quarter a distance of 1318.77 feet to the true point of beginning TOGETHER WITH: THAT PORTION OF THE NORTHWEST OUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST OUARTER OF THE NORTHWEST QuAj2TER OF SECTION 35, TOrINSHIP 23 NORTH, RANGE 3► EAST, W.H.,,IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST OL'ARTER; SOUTH 02 WEST ALONG THE NEST LINE OF SAID NORTHWEST OUARTER OF THE NORTHEAST QUARTER. A DISTANCE OF 894.47 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF SAIO NORTHEAST QUARTER OF THE NORTHWEST OUARTER AND THE TRUE POINT OF BEGINNING; THENCE NORTH 87 WEST ALONG SAID NORTH LINE A DISTANCE OF 177.29 FEET TO A LINE 36 FEET EASTERLY OF THE CENTERLINE OF SOUTHCENTER PARKWAY' (FORMERLY 57TH AVENUE SOUTH); THENCE SOUTH 11'59.33" EAST ALONG SAID LINE A DISTANCE OF 322.74 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 107.24 FEET; AN ARC DISTANCE OF 141.96 FEET THROUGH A CENTRAL ANGLE OF 75 TO A LINE 36 FEET NORTHERLY OF THE CENTERLINE OF SOUTH 180TH STREET; THENCE SOUTH 87'50'09" EAST ALONG SAID LINE A DISTANCE OF 576.70 FEET TO A LINE 740.70 FEET WEST OF THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST. QUARTER OF SAID SECTION 35; THENCE NOPTH 01'51'39" EAST A DISTANCE OF 453.99 FEET TO A POINT SOUTH 01'51'39" WEST 50.00 FEET FROM THE SOUTHWEST CORNER OF THE TRACT OF LAND CONVEYED TO BRUCE E. MC CANN. ET AL. BY DEED RECORDED UNDER RECORDING N0. 7208170551; THENCE NORTH 87'55'02" WEST 220.00 FEET; THENCE NORTH 01'51'39" EAST 50.00 FEET;,THENCE NORTH 87 WEST A DISTANCE OF 210.09 FEET TO A POINT 140.16 FEET EAST OF THE WEST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 02'24'12" WEST A DISTANCE OF 209.26 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE NORTH 87'50.09" WEST A DISTANCE OF 140.16 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH ANON- EXCLUSIVE. EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS A SIPIP OF LAND 50 FEET IN WIDTH DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THAT CErtTAIN TRACT OF LAND CONVEYED TO 186 CORPORATION dY DEED RECORDED UNDER PECORDING NO. 7111100109; THENCE NORTH 87'55'02" WEST A DISTANCE OF 660.70 FEET; • THENCE SOUTH 01'51'39" WEST PARALLEL 10 ANOC',ER PARK WEST A a,ISTAhCE OF 50.00 FEET; THENCE SOUTH 87'55'02" FAST A DISTANCE OF 930.70 FEET TT1 THE wEST MARGIN OF ANDOVER PARK NEST ;•TH(NCE NORTH 01'51'39" EAST ALO'!G SAID WEST MARGIN A DISTANCE OF 50.00 FEET TO THE SOUTHEAST CORNER O° SAID TRACT OF LAND CONVEYED BY RECORDING NO. 7111100109; THENCE NORTH 61 WEST ALCM•. THE SOUTH LINE Dr SAID TRACT Ur LAND A DISTANCE OF 270.00 lEE1 1U THE• POINT OF UfGIttu1NG. •..•• • ••• • • • ., . • 0 7t1os • c portions of e1: ^. Lou:ist quarter of the ::OUt'l11:P.".t . quarter of Section 2G, Township 23 North, flan; ;o 4 1 :aft, 1 :. M. in the City of Tukwila, County of King, Sta:tn of tt.auhington, and of the northeast quarter of tho northwest quarter of Suction 35, Township 23 ,forth, Range 4 Nast, W. It. in the City of Tukwila, County of King, State of Washington, described as follows: , Doginning at tho northeast corner of said northeast quarter of the northwest quarter of Section 35; • Thence 11 A7 °45'57" N along the north lino of said northeast quarter of the northwest quarter a distance of 401.05 foot to the west margin of Southconter Parkway as established in King County Auditor's rile Ho. 6343040; Thunco S 11 °59'33" E along said west margin a distance of 41.27 feet; Thenco'1.3 07 °45'57" t► a distance of 210.00 foot to tho true point of beginning; Thonco continuing 11 07 °45'57" U a distance of 19.11 foot; ' Thence S 42 °30'27" W a distance of 537.51 feet to a point on a line that is 19.5 foot southwesterly of the centerline of a 19, foot wide railroad casement established by instrument recorded under King .County Auditor's Pilo No. 6643574; Thenco northerly along a line which in concentric and parallel with said centerline along a curve to the right, the center of which bears 1.1 40°31'03" E having a radius of 429.70 feet an arc distance of 433.55 feet through a central angle of 57 °47' 52"; .Thece continuing along said parallel line N 16 °10'55" E a 'distance of 50.03 foot to the south lino of said Section 26; Thence S 87 °45'57" E along said south line a distance of 20.10 foot to the centerline of an existing railroad easement established by instrument rocorded undor'King County Receiving do ; Thence N 16 °10 C along said contarlino a distance of 164.16 feet; ,Thence along a curve to the right having a radius of 661:74 feet, • an arc distance of 104.73 feet through a central angle of . 15 °59'40 "; Thence 11 00 °19'15" E along said contorliio a distance ;of 520.93 foot; , Thence continuing along said conterline on a curve to the right • having a radius of 410.28 feet, an arc distance of 239.28 feet through a central angle of 33 °24'54 "; 1 • . Thonce•laaving said centerline of railroad.oasomont, S 08 °51' 25" >A a distance of 34.64 foot; Thence S 01 °09'35" 1.1 a distance of 198.66 foot; Thonc4•N OG °40'03" E a distance of 274.13 feet to the west margin of Southcenter Parkway as established in King County Auditor's rile No. 6343868; Thence southerly along said went margin on a curve to the left, the center of which boars 11 85 °13'00" E having a radius of 991.37 feet, an arc distance of 40.00 feet through a central angle of 02 °18'42 "; i • Thence leaving said west margin• of Southeentor Parkway S 85° 12'11" N a distance of 102.00 feet; Thence S 11 °59'33" WI: distance of 261.67 foot; Thence S 08 °25'36" E a distance of 115.17 feet;• Thoneo N 11 °59 H a distance of 01.74'feet; Thence S 00 °25'36" C a distance of 66.05.foot to the west. margin of Southcontor Parkway as established in King County No. Auditor's rile o. 6343067; Thence S 11 0 59 1 33" C along said west margin as established in king County Auditor's Lilo No. 6343067 and No. 63431165 a distance of 531.16 Coot; Thenco leaving maid goat margin, H 07 11 a distance of 210.00 foot; Thence :1 11°59'33" r n dinl:ance of 235.54 foot to the true paint of hc:ni nnth . • s• ,•• 1 .:+fywwniN4r1/.".•rYi7% 0M1ul'•fj'`= 4,Wr'• ✓: 4t+�:�4.1•r�•rrJKAeL:4�,�.h� :y'iJ�S' .r.. • THAT, PORTICO, OF THE SOuTHEAW QUAkTCR OF THE SCU "H•.EST .UARTE; ' S'C11:;'. /•26• TOW SNIP 2) N3t'TH, kANGE 4 EAST. ''...M., IN YIN' COUNTY. HAS►•IN„T„N, OESC'IEEC AS FC'LLOWS: PE4INNINiG AT THE S ^UT -+CAST CesNtic° CF sAtn SOUTHEAST OuA:..TE: "F THE SOUTHEAST CUARTE0 OF SECTIO% 2h; THENCE NORTH E7 °45'57" •,EST ALONG THE SOUTH LINE OF SAID SCJT►.EAST OUARTE; OF THE SO'JT'InEST C.JARTE0 A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PAPKAAY AS ESTABLISHEC 7'I KING COUNTY AUDITOR'S CILE NCS. 63431162, 6343dh3. 6743965, 6343°67 63438:0; THENCE NO °Tr 11 NEST ALONG SAID WEST MARGT'. A EISTA'.CE OF 830.58 FEET; THENCE CONTINUING ALONG SAID WEST MARGIN ON A CI' VE TO THE RIGHT. HAVING A RACIUS OF 091.37 FEET, AN ARC DISTANCE 0 227.75 FEET THROUG'/'A CENTRAL ANCLE OF 1? 0 08'09 "; THENCE NORTH O1°Or''3f" EAST ALONE, SAID WEST MARGIN A CISTA'lCE OF 74.95 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 8p NEST A DISTANCE OF 69.00 FEET; THENCE NORTH 01 EAST A DISTANCE OF 12.03 FEET; THENCE NORTH 08 WEST A DISTANCE OF 38.00 FEET; THENCE SOUTH 01 °00'35" .,EST A DISTANCE GF 12.00 FEET; THENCE NORTH 8° WEST A DISTANCE OF 195.64 FEET TO THE CENTER OF A RAILROAD EASEMENT AS OESCRIPED TN INSTRUMENT RECORDED UNDER KING COUNTY RECEIVING NO.'7711090221; THENCE NORTHEASTERLY ALONG THE CENTERLINE OF SAID RAILROAD EASE "ENT ON A CURVE TO THE RIGHT THE CENTER OF WHICH BEARS SOUTH 56 EAST HAVING A RACIUS OF 410.29 FEET AN ADC DISTANCE OF 102.00 FEET THROUGH A CENTRAL ANGLE OF 14 "; THENCE NORTH 12 WEST A DISTANCE OF 33.30 FEET; THENCE NORTH 04 °34'26" WEST A DISTANCE OF 50.16 FEET; THENCE NORTH 01 °41'39" EAST A DISTANCE OF 54.76 FEET TO THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH 87 °55'53" EAST ALONG SAID NORTH LIME A DISTANCE OF 250.00 FEET TO SAID WEST MARGIN OF SOUTHCENTER PARKWAY; THENCE SOUTH 01 °08.35" WEST ALONG SAID WEST MARGIN A DISTANCE OF 211.33 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 2A: THAT PORTION OF THE SOUTHEAST OUARTER OF THE SOUTHWEST QUARTER OF SECTION 26. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE NORTH 87 °45'57" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY AUDITOR'S FILE NOS. 6343062, 6343863, 6343865, 6343.367 AND 6343860; THENCE NORTH 11 °59'33" WEST ALONG SAID WEST MARGIN A DISTANCE OF 725.43 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 8R °25'36" WEST A DISTANCE OF 66.85 FEET; THENCE SOUTH 11 EAST A DISTANCE OF 91.74 /FEET; THENCE NCRTH 88 WEST A GISTANCE OF 115.17 FEET; THENCE NORTH 11 WEST A DISTANCE OF 261.67 FEET; THENCE NORTH 85 °12'11" EAST A DISTANCE OF 182.00 FEET TO SAID WEST MARGIN OF SOUTHCENTER PARV.WAY; THENCE SOUTHERLY ALONG SAID WEST MARGIN ON A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 82 °54'26" EAST HAVING A RADIUS OF 991.37 FEEET, AN ARC DISTANCE OF 04.78 FEET THROUGH A CENTRAL ANGLE OF 04 "; THENCE SOUTH 11 °59'33" EAST ALONG SAID WEST MARGIN A DISTANCE OF 105.15 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 29: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTFR OF SECTION 261 TOWNSHIP 23 NORTH, RANGE 4 EAST, N.M.. IN KI► :G COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAI11 SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE NORTH 87 WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY AUDITOR'S FILE NOS. 634396?, 63438631 6343065. 6343867 AND 6343068; THENCE NDPTH 11 WEST ALONG SAID WEST MARGIN A DISTANCE OF 830.58 FEET; THENCE CONTINUING ALONG SAID WEST MARGIN ON A CURVE TO THE RIGHT. HAVING A RADIUS OF 991.37 FEET. AN ARC DISTANCE OF 124.78 FEET THROUGH A CENTRAL ANGLE OF 07 TO THE TRUE POINT OE BEGINNING; THENCE SOUTH 86 WEST A DISTANCE OF 274.13 FEET; THENCE NORTH 01 °08'35" EAST A DISTANCE OF 30.66 FEET; THENCE SOUTH 8E EAST A DISTANCE OF 272.33 FEET TO SAID WEST MARGIN OF SOUTHCENTER SOUTH; THENCE SOUTHERLY ALONG SAID WEST MARGIN ALONG A CURVE TO THE LEFT. THE CENTER OF WHICH BEARS NORTH 85 EAST HAVING A RADIUS OF 991.37 FEET AN ARC DISTANCE OF 9.31 FEET THROUGH A CENTRAL ANGLE OF 00 TO THE TRUE POINT OF BEGINNING. PARCEL 3: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SEC,TIU% 26. TOWNSHIP 23 NORTH. RANGE 4 EAST. N.M.. IN KING COUNTY, WASNINGTU: :, AND THE NORTHEAST DUARTE° OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH. RANGE 4 EAST. W.M.. IN KING COUNTY. NASHINGTON. DESCRTBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST OUARTE= OF THE NORTHWEST QUARTER; THENCE NORTH 87 WEST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER.. A DISTANCE OP 481.35 FEET TO THE WEST MARGIN OF SOUTHCENTEF PARKWAY, BEING THE T°UE POINT OF BEGINNING; THENCE SOUTH 11 EAST ALONG SAID WEST MARGIN. A DISTANCE OF 41.27 FEET; THENCE NORTH -87 °4.5•57," WEST 210.00 FEET; THENCE NORTH 11 °59.33" WEST 235.54 FEET; THENCE SOUTH 07 EAST 210.00 FEET TO SAID WEST WARGINI THENCE SOUTH 11 °59'33" EAST ALONG SAID WEST MARGIN, A DISTANCE OF 194.27 FEET TO THE TRUE POINT OF BEGINNING. • PeL4 .'< . J teell Lar.r!et :nn et c.rr • s!te, °ir':w;.4 rtmtn n That portion of the southeast quarter of the southwest quarter of Section 26, Tcwnship 23 North, Kt.;,nn 4 tact, W. M. in the City of Tukwila, County of fang, State of Washington described as follows: Beginning at the southeast corner of said southeast quarter of , the southwest quarter of Section 26; Thence N 87 °:5 W along the south line of said southeast quarter of the southwest quarter a distance of 491.05 fret to the west margin of Southcenter Parkway as established in King County Auditor's File Mos. 634386'2, 63439i3, 6343865, 6343067 and 6343868; Thence N 11 °5: W along said west margin a distance of 830.58 feet; Thence continuing along said west margin on a curve to the right having a radius of 991.37 feet, an arc distance of 134.09 feet through a central angle of C7 ° 4: 0 59" to the true point of beginning; Thence N 88 °51 %1 a distance of 272.39 feet; Thence N 01 °08'35" E a distance of 168400 feet; Thence S 88 E a distance of 161.00 feet; Thence N 01 °08'35'• E a distance of 12.00 feet; Thence S 89 °51 E a distance of 38.00 feet; Thence S 01 °08 W a distance of 12.00 feet;. Thence S 88 °51'25" E a distance of 69.00 feet to said west margin of Southcenter Parkway and the northeast corner of the herein described tract; Thence S 01 °08 W along said west margin a distance of 74.95 feet; .Thenca continuing along said west margin on a curve to the left having a radius of 991.37 foot, an arc distance of 93.19 feet through a central angle of 05 °23 to the true point of beginning. .Leoal Description of the North Canyon Area That portion of the southeast quarter of the southwest • quarter of Section 26, Township 23 North, Range 4 East, . W. M. in the City of Tukwila, King County, Washington described as follows: Beginning at the southeast corner of said southeast quarter of the southwest quarter of Section 26; Thence N 87 °45 W along the south line of said southeast quarter of the southwest quarter a distance of 1312.15 feet to the southwest corner of said southeast quarter of the southwest quarter; Thence N 00 °50'36" E along the west of said southeast quarter of the southwest quarter a distance of 819.01 feet to the true point of beginning; Thence continuing N 00 °50'36" E along said west line a distance of 140.00 feet;, Thence N 60 °27'22" E along the toe of slope to the north a distance of 49.54 feet; Thence N 69 °14'47" E along said toe a distance of 50.80 feet; Thence N 76 °14'21" E along said toe a distance of 50.45 feet; Thence N 83 °54'41" E along said toe a distance of 75.43 feet; Thence S 89 °11'35" E along said toe a distance of 70.65 feet•to the centerline of a railroad easement recorded • under King County Receiving No. 7711090221; Thence along said centerline on a curve to the left, the center of which bears S 66 °50'05" E having a radius of 410.28 feet through a central angle of 22 °50'40" an arc distance of 163.50 feet; Thence s 00 °19'15" W along said centerline a distance of 20.71 feet; Thence leaving said centerline S 85 °08'34• W a distance of 255.03 feet to the true point of beginning. EXCEPT the east 11 feet thereof. Paqc t • •• l jack A. Benaroya Compny 5950 Sixth Avenue South, St.eittle, WA 98108 (206)762 4750 November 3, 1982 Brad Collins Director, Planning Department City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 WA 9‘63 Ho v 3 1982 C — oF ' UKVJILA r AN DEPT. Re: Application to Planning Commission for Cooperative Parking Facility for Parkway Plaza This is an application pursuant to Title 18.56.070 for Planning Commission approval of a Cooperative Parking Facility at Parkway Plaza, located on the east side of Southcenter Parkway (commonly known as 17300 to 17790 Southcenter Parkway). The basis and support for this request are as follows: 1. New Five -Plex Theater Proposed. An application for a building permit is on file with the C ty on behalf of J.R. Cinemas, Inc. (Moyer Theaters) to convert the easterly 22,585 square feet of the former Nerland's Home Furnishings space to a movie theater. This is the same tenant who operates the Crossroads Cinemas in Bellevue, as well as other theaters. The proposed configuration of the new Tukwila theater is a "five -plex" consisting of one main auditorium and four smaller cinemas. The total seating capacity for all five cinemas will be 1,800 seats. Since Parkway Plaza is not classified as a "shopping center (mall), planned," as defined by Title 18.06.730 of the Zoning Code, each component retail operation in Parkway Plaza is served by sufficient parking to meet the Zoning Code as if it were a free- standing building with a single use. Introduction of a theater operation within Parkway Plaza with heavy emphasis on weekend evening peak hours leads to an analysis of the actual parking loads of each use within the shopping center. It is apparent that there is a "cooperative use" arrangement among the various retail operations, so that the literal requirements of the Zoning Code lead to an excess of parking area over that actually required. INDUS RIM. PAHKS , WARE HOUSES IOFF,CE DUILDINGSiSHONP'NG CE N1ERS AND SPECIA.I2 ED MERCHANDISE LMAR1S I Brad Collins November 3, 1982 Page Two 2. Jafco Store Reconfiguration. The recessed area south of the main Jafco store and north of the former Sam Heller store has been used by Jafco as a distribution and storage facility. Therefore, in calculating the overall parking requirements for Parkway Plaza, we and the City have traditionally accounted for that area as "warehouse" rather than "retail." Due to changing distribution patterns, Jafco anticipates that it will require significantly • less storage and distribution space in this location than has been required over the past ten years since the store went into operation. It is likely that some portion of this space, since it has exposure to Southcenter Parkway, will eventually be converted to more retail oriented uses. 3. Parking Space Analysis. A. Parkway Plaza now provides 1,515 parking stalls. Existing uses • under the current Code require 1,192 stalls, for a current surplus of 323 parking stalls. According to Planning Department calculation, the net additional Code requirement for the theater is 468 spaces (524 less 56 previously allotted to that area as retail): Thus, per Code, introduction of the theater produces a deficit of 145 stalls. We estimate that an additional 155 stalls may be required if the contemplated renovation of the Jafco warehouse area occurs. Thus, Parkway Plaza, by strict Code analysis, would have 300 fewer stalls than required.. — B. Pavilion Outlet Center. Per Code, the Pavilion is required to have 740 spaces. Including the Schoenbachler leased lot south of 180th Street, 1,018 spaces are provided, for a surplus of 278 stalls. C. Parkway Plaza West. Per Code, the Parkway Plaza Office Building and the four other buildings in Parkway Plaza West are required to have 897 spaces. 1,331 are provided, for a surplus of 434. 4. Parkway Plaza Parking As A Facility. The retail stores in Parkway Plaza all maintain regular shopping center hours of operation, similar to, those of the Southcenter Mall. These retail stores are principally oriented toward "hardgoods ", i.e. furniture and the like, as opposed to "softgoods ", i.e. apparel, shoes, and the like. Traditionally, because Parkway Plaza is hardgpods center, and is principally promoted as a home furnishings center; --the Code- required parking has been far in excess of that actually used by patrons of these stores. And, all of this furniture and home furnishing shopping occurs within the normal shopping center hours, which exclude weekend evenings, after 9:00 p.m. Monday through Friday, and 6:00 p.m. and 5:00 p.m. on Saturday and Sunday, respectively. In addition, there are four food and beverage establishments in Parkway Plaza (Sandwich Shop 8 Pie Place, Shortacres Tavern, Mayflower of China, and Red Robin) which have hours of operation extending into the late evening hours. 7 1 , Brad Collins November 3, 1982 Page Three The following summarizes the current uses at Parkway Plaza: No. of Stores Type of Use Sq.Ft, % of Total Hours 26 Retail Hardgoods 228,994 43% Normal retail 12 Retail Softgoods 94,656 18% Normal retail 4 Food & Beverage 19,036 4% Extended evening hours 4 Service, warehouse, Daytime - light or vacant 166,640 31% use 1 Theater 22,585 4% Nights, evenings weekend matinee 47 531,911 100% It is apparent from this analysis that only 8% of the total square footage in Parkway Plaza (including the proposed theater) would be oriented toward nights and late evening hours of operation. Secondly, even that portion of the space devoted to daytime use is heavily weighted toward lighter parking demand uses, such as furniture and home furnishings. It is for these reasons that the parking lots at Parkway Plaza are so often under -used even during normal retail hours. This presents a classic case where the cooperative parking facility ought to be recognized and sanctioned. In fact, a movie theater which plans to open at 5:30 p.m. on weeknights, and will do most of its business on weekend nights, will be using the same parking now devoted to retail stores which otherwise would sit vacant at those hours. In addition, when the surplus of available parking stalls in Parkway Plaza West is observed, it is apparent that there would he no real parking shortage for the theater. This may be enhanced by theater patrons who elect to park in Parkway Plaza West while dining at one of the three restaurants on that side of the street,eand then walk to the theater. Introduction of the theater is advocated on economic grounds by both the property owner and the operator/ tenant because there is sufficient parking available from a practical point of view. Respectfully submitted, JACK A. EEUAROYA COMPANY I .gel Benoliel, General Counsel CITY OF TUKWILA PLANNING DIVISION PLANNING COMMISSION STAFF REPORT PARKWAY PLAZA PARKING ALLOCATION Required Provided Retail Uses 809 809 Food Services 160 160 Warehousing 167 167 Theater 524 379 1660 1515 Approved deficit for theater cooperative parking 145 Approved residual deficit for future tenant 155 155 change(s)* cooperative parking *Anticipated parking need for future Jafco retail space EXHIBIT 3 EXHIBIT 3 1815 1815 PLAN REVIE CITY OF TUKWIL.A Department of Community Development - Building Division Phone: (206) 431 -3670 ADDRESS: ( 7 -1.4 E PROJECT: D.0 G DETAILED REQUIREMENTS E~X► 'T 1 RED► mx -SOL CENvA--'t DATE: IV l ol ql- o 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 BUILDING HEIGHT /# OF STORIES owe, (Am / t R44. k I FLOOR AREA "j ii o► - %SEW OCCUPANCY GROUP LG`N WPB? 1 �5� � I Ti bN1 TYPE OF CONSTRUCTION MN.) LOCATION ON PROPERTY EAST op axisTit.16 1 AoJ j Ee.z se 8,6 L.Tca3,5 OCCUPANT LOAD ge\t4 ts,,‘Ly (2, Cx. , L MXI5TI N 6 '.kC..e. EXITING REQUIREMENTS e W/Q Tit EXVI . PLAN CHECK NUMBER I 2.4 f 148s OCCUPANCY Q TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51 -10, W.A.C. PREPARED BY: VEv\ DATE: _1 ll91 /` CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 /1. k-krerre- t"4. r P t/3 t February 19, 1991 Sylvia Otani 5601 6th Ave. S. Seattle, WA 98118 RE: Drug Emporium Addition Plan check number 91 -040 Dear Ms. Otiani: After an initial review of subject project, it has been determined that additional information be submitted to complete the plan review. Please address the following comments. V6 . UG APD - Ta 4 4 o 1 off= PHONE # (206) 433.1800 Gay L. VanDasen, Mayor REC IVED CITY OF `Ft UKVV1 A MAR 1 i i PERMIT CENTER Submitted documents for the 60 foot "NO BUILD" corridor on the east side of this building is adequate. However the existing north set back is 31 feet and the proposed new work would be at 47 feet from the property line. The proposed expansion of the existing unlimited building would NOT be allowed without a permanent 60 foot public way or yard on all sides per U.B.C. 506 (b). Provide General Notes to reflect conformance to 1988 U.B.C., 1988 U.M.C., Washington State Energy Code, Washington State Barrier Free Code, and provisions of applicable Local Codes. Provide an overall tenant floor plan to show the impact of new addition on existing exit paths. Label new spaces and existing adjacent spaces for proposed occupancy uses per U.B.C. table 33 -A, office, storage, etc. Provide lighting budget per Washington State Energy Code table 4 -18, ( watts per square foot, allowed and provided ). Verify that proposed addition is or is not a heated space as defined in the Washington State Energy Code section 208. If eated greater than 49 degrees F, provide information to ,qualify new additions compliance to the energy code. Contact me if there are any questions on these comments, 8 :30 a.ni. to 4 :30 p.m. at 431- 3670. Sincerely, Ken Nelsen Plans Examiner ( I INTIpseyAri ye' SITE PLAN parckwayPlaza • • • • - • • f, 1 1 11 1 1111 11 1 111 a \ \\ \\\\ MOO OTM £VINI C NOUTI MSTTIJI WaUMIMOTON MIOO 0 N !SOUTH 1611113 TH �j \ \ \ \ \ \ \ \ \ \ \ \ \z4 QQ 3 PARKWAY PLAZA NORTH Legal Description rI7 RECEIVED JAN 2 8 ` +y:) i PERMIT CENTER That portion of the southeast quarter of the southwest quarter and of the southwest quarter of the southeast quarter of Section 26, Township 23 North, Range 4 East, Willamette Meridian, King County, Washington, described as follows: Beginning at the northwest corner of the southeast quarter of said Section 26; Thence South 87 °55'02" East along the north line of said south- east quarter of the southwest quarter a distance of 140.16 feet; Thence South 01 °12'25" West parallel to the west line of said southeast quarter a distance of 490.00 feet; Thence North 88 °47'35" West a distance of 738.90 feet to a point on the easterly margin of Southcenter Parkway; Thence North 11 °59'33" West along said easterly margin a distance of 7.73 feet to a point of curvature; Thence continuing along said easterly margin, along a curve to the right having a radius of 919.37 feet an arc distance of 210.78 feet through a central angle of 13 °08'08 "; Thence North 01 °08'35" East along said easterly margin a distance of 285.11 feet to the north line of the southeast quarter of the southwest quarter of said Section 26; Thence South 87 °55'53" East along said north line a distance of 625.20 feet to the west line of the southwest quarter of the southeast quarter of said Section 26 and the true point of beginning. TOGETHER WITH a portion of building and improvements situated upon the following described parcel of land: Beginning at a point on the south line of the above described tract which bears North 88 °47'35" West a distance of 90.00 feet from the southeast corner thereof; Thence South 02 °04'07" West a distance.of 95.00 feet; Thence North 87 °55'53" West a distance of 205.00 feet; Thence South 02 °04'07" West a distance of 40.00 feet; Thence North 87 °55'53" West a distance of 20.00 feet; Thence South 02 °04'07" West a distance of 100.00 feet; Thence North 87 °55'53" West a distance of 2.6.00 feet; Thence South 02 °04'07" West a distance of 28.00 feet; Thence North 87 °55'53" West a. distance of 428.00 feet, more or less, to a point on the easterly margin of Southcenter Parkway; Thence North 11 °59'33" West along said easterly margin a distance of 267.00 feet, more or less, to the south- west corner of the above described tract; Thence South 88 °47'35" East along the south line of the above described tract a distance of 648,90 feet to the True Point of Beginning. COPIES DATE NO. �1 ATTENTION �= `i t'4 c DESCRIPTIO RE: 00 clk:)/ 1i�b CJ ...1,_i/ '7- (I' 4 31 �.�. Cam* s l a C./. Lc (cam L t t.3 � 1 � r DATE 3/ I� 7c3 I JOB NO. �1 ATTENTION �= `i t'4 c E RE: 00 clk:)/ 1i�b CJ ...1,_i/ TrammellCrowCoo pany 5601 Sixth Avenue South SEATTLE, WASHINGTON 98108 (206) 762 -4750 TO ivUb�D t5CDtUOl bwr `rC� .tAD ` rb I. L ETT i .. OE T A V SM ITTAL _ WE ARE SENDING YOU XAttached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples . ❑ Specifications ❑ Copy of letter .❑ Change order ❑ THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted • ❑ Resubmit copies for approval ❑ For your use (Approved as noted ❑ Submit copies for distribution — ❑ As requested ❑ Returned for corrections ❑ Return corrected prints X For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS l n E &%U—L+ tQ- -A �t,.. b V- si3"G,C WL C e \L ISM., sc)t, �.. 44 t RECCt' TD CITY f1F TI 1KWI viAli f y'I COPY TO rrr�aa►rr .LTrtt .+ SIGNED: It enclosures are not as noted, kindly notify us at once. energy code information Assembly U(1) Area(1) U x A U x A x DT Watt- 641- ,-I Lt O .0. elei- - . a , 4- 2 3 6 ' 5 '1 ? I ' '"°' I r L 6A5 Floor - - --- .. t-i WALL INt loft Windows-•- —^ CRITERIA TOTAL I Gpael, .._ Doors C42,oZ 0I G. • V-04- ( S„Q- Roof Ceiling 0, I ev • 5,100 , - 7e3 Skylights Skylights Floor Assembly From Table Area U Value" (Sq. Ft.) U x A U x A x OT Wall -- ' _ 0.2� I 5g4.0 1 4-85, Ceilin / Roof •x1435 f-- 1p. Floor - - CRITERIA TOTAL I Gpael, Slab Perimeter Insulation" Form 7.3 U /UA CALCULATION FOR PLAN SUBMITTAL A471211 lol—I' PA. , t1: t t14 /G 616M 1: Lt f•A Address: I154c5 15.36'1/47/ —t3 'From Tables 4 -2, 4 -3, 4-4, Washington State Energy Code PROPOSED DESIGN f Slab Perimeter Insulation (3) (1) Calculated (2) Proposed total must be equal to or loss than the criteria total (3) Must be equal to or greater than criteria R - Value THERMAL PERFORMANCE CRITERIA Heat Type: aElectric Resistance Climatic Zone: 01 d er n Il L41-1 I 1 ► - t -�TZ. PROPOSED TOTAL (2) • Malarial Thickness Inches R/fn Thickness R. Value Solid R value Cavity - (,91.,J1611:7. 1 b , II2 ..... ... „ _.. . o, il • ' ; P� - x14 o.48 eA 4. .... ....... ._. -1 Cd✓ . l o..41' - Summation R Values --- - - U = 1/R o, f<1- Framing Ratio (if applicable) U Value for Element (Avg.) = Area of Element'° Form 7.3 U /UA CALCULATION FOR PLAN SUBMITTAL Element: L NG' T1 I-'-r- PA-1 El.- ('JCi i 'R) SKETCH OF ELEMENT Note: Make copies of this form for every building element. 01.11 AK c:=4 -l-- .�I I x Area of Element is not area after openings such as doors, windows, and skylights have been subtracted. Material Thickness inches R /In . Thickness R Value Solid R value Cavity - it —: (k .. • ., d . Summation R Values 1;601 U = 11R G'. 64' Form 7.3 U /UA CALCULATION FOR PLAN SUBMITTAL Framing Ratio (if applicable) U Value for Element (Avg.) = Dement:. SKETCH OF ELEMENT Note: Make copies of this form for every building element. :� {H4{ ( 4702 .G, pp ci Area of Element is net area after openings such as doors, windows been subtracted. . Material Thickness Inches R /In Thickness R Value Solid R value Cavity Ol- 1'61;74. k.1: a,11 .. UIf.1'-i. -i a 1N 3 /8 11 0, 33 gi l J 11-11,..11.46.-r,4-1 r A 1i 8.3 71 Vy,4vov 5 i 6, 11 li--ii D.- 1s1 le . .,.. o ► 441 , Summation R Values 10,.1.0 U =1 /R O,I4 Element: [- Framing Ratio (if applicable) _ U Value for Element (Avg.) = Area of Element" . = Form 7.3 U /UA CALCULATION FOR PLAN SUBMITTAL SKETCH OF ELEMENT Note: Make copies of this form for every building element. oI�T� I D 41g. CI-WIZ) :. 01.41 2 1 17 II SLJLI4 IoN �& FWW6z%i0 Area of Element is net area after openings such as doors, windows and skylights have been subtracted. 113 Location (floor /room number) Occupancy Description (retail less than 6000 SF, office, arkina ara e etc.) Watts / SF or LF Allowed Area in SF (LF for ext. •erim..lt..) Watts Allowed .6 ' tt.146PEA-. c r W/ x W /SF x W /SF x W /SF x W /SF x W /SF x 5'7b0 SF = 3990 W SF = W SF.= W SF = W SF = W SF = W Total 6100 SF 3990 Area Total Allowed ,SOD Ctt,c) 1 P43? - "P 4 - , t7. - A Io' INSTALLED LIGHTING WATTAGE PART II: PROPOSED LIGHTING WATTAGE r511oc) SF Area Project Address 11 eyTt4c -iS � L'VI.&- Date of this Application Bldg. Proj. No. Electrical Permit No. Bldg..Permit No. Location (floor /room number) Fixture Type 5'i'lcx� ? ' ls� o Number of Fixtures Watts/ Fixture Watts Proposed .Fix. x 2i.bW /Fix.= P,3(b W Fix. x •' W /Fix.= W Fix. x W /Fix. W Fix. x — W /Fix.= W Fix. x , W /Fix.- W Fix. x _ W /Fix. W Fix. x 'W /Fix.= Fix. x W /Fix.= W Fix. x ' W /Fix.= W 'Fix. x — W /Fix.= W Fix. x W /Fix.= W F.ix. x W /Fi.x.= W Fix. x W /Fix.= W Fix. x W /Fix.= IJ Fix. x" /Fix.= W 3360w Total A Total Proposed' (must be the same :as in Part 1) • (one total must be less than Total. Allowed in Part I Elec. Contractor Name: Phone:___, Elec. Permit No.':_ building setback . I iiE'STRICTTIVE COVENANT We the undersigned owners of real property between Sou hcenter Parkway and Andover Park West, TuRwila, King County, Washington, for the purpose .of maximizing the building area on our respective properties and to induce the City of Tukwila to p;: ±it the undersigned owners to construct buildings of unlimited area to the boundaries of the corridor of land described below in compliance with the building and zoning codes of said City of Ukwi1a, King County, Viashington, in consideration of our mutual interests as owa rs of real estate within and adjoining the corridor of land described below, do hereby covenant and agree with one another that none of us, our . assigns an 4t s uccea; ors in interest, will ever erect, or suffer, or permit i to be erected any buildings . of any Kind uhatsoever over, across or t::.port the following—described corridor of land: That portion of the sonth T,Ist quarter of the southeast quarter of Section 26, .rove - Iship 23 North, Range 4 Bast, Willamette Meridian, in the City of Tukwila, King County, Washington, being sixty (60) feet in width and lying 25..00 feet westerly and. 35, 00 feet• ea terry of the fo3..l.owi.ng— described line: .Beginning at a point on • e:he north line of said southwest quarter cf the southeast quarter a distance of 140.16 feet easterly of the northwest corner: of Gad southwest quarter of the southeast qu;I•rter; thence South 01° 12' 25" West parallel to the west ling; of said southwest quarter of the southeast quarter a distance of l' .-0- 23.700.. eet and t1;e ,dJf.. of said described l i.;ze_ 1 ,270.00 X1-4 - t',. - I ' en C As uf;ed her cin , buildings include only those structures whXcyt have a capacity to contain, and are . designed for the habitation of man or animals, or 'the sheltering of property. Without /imitation thereof, it is specifically understood that 'railroad traegs and appurtenant facilities may be constructed on said described corridor of land. • This contract constitutes 'with • the land, and shell be binding permitted by law and equity for , the The undersigned parties do this 25th day of ' Restrictive Covenant as between them for an SAMAMM H COMMERCIAL. CC,i1 AMY, INC. . / .. 1 • By : \- h tr L.�..�...: L { 4:.:1t~.1....c . ;,;_,,n • . • , *Presl .dent; sue a mutual • coy: enant running to the fullest extent benefit and in favor of and September, 1972, hereby extend this additional sixty (&Q) feet of corridor. JACK '!I BENAROYA COMPANY Jack A. 13enaroya, President County of before On this � tJl f � j .� me Personal! ..rLJ y ' appeared •�aun�tr da of _ *,T to be the p - --- S�CE o a --,_ F �'�l�el; �� � 0'� Uxecu executed the ---- -- -- A . D., 19 72 untar etliin and foregoing Yact a deed of said oing i nstrument , a nd ack nowledg e d — r - "---- te e a a me known -' authori2ed corporation execute rp ° ratiolt f or the ged t h e of the cot uses and purposes said i n me nti it to be t h e p o rauo n that said instrument. p therein mentioned, IA' WITNESS ment. written. NfiSS lVlILY2EOfi. I have hereunto set my hand and a / /fixed my official seal the T1--35 1/66 Kin STATE OF WASHINGTON, • County of King } it Notary-public in. n and /or the Sate �1 o/ Washington, residing ru�s�,� SecurtfY Title Insurance Company' of Washington ACKNOWLEDGMENT ., CORPORATin" On this 25'1ii l36 day of S'Sl)ten1be Ct?'.tC•ZLGC.,/ A. D ., 19 before the personally appeared to me known to be the Prt?S�i d�TC_ a /? 7�•r_. /. 4 of the corporation that executed the within and foregoing instrument, and acknowledged the said instrument robe the free and vol- untary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that ___he _w authorized to execute said instrument. IN WITNESS _WIi13RC017, 1 have hereunto set my hand and a / /fixed my ojlicial "seal the day and year /first abov written. .. TL-35 1/66 I Notary Public in and for the Slate of Washington, residing at f•'P.te Security. Title Insurance Company of Washington — ACKNOY,LEDGMENT... CORPORATION' enfo.rceWic by _the undersighed property o:tinexs and . any. sttccosoor :interest to the property within the above-described corridor, or any part thereof,. and tho . City of Tu'swila,, ...th ichh beneficiarie sell barge the right in the e of breach of this covenant to ekeYC.ise all • tha rights and remedies, and to mai.irtain any actions or suits at law or in equity or otrier. pro - p r proceedings, to eriforce the curing of. such breach of covenant, to which the o fe beneficiaries may be. entitled. This contract shall tame effect and be in full force .ah.en executed by the owners of all of, the property included in the above-described corridor: and may then be placed of record; aitd Shall continue in force in perpetuity or so _long ar.4 any of the beneficiaries thereof shall so C1IT:`.;r.41s W DMEOV, :h hereto have hereunto set (,:heir: hands and seals this ` day of June, 1972. . . (seal •UNTO;; PACIFIC LAND RESOURCES CORPORATION •itt Secretary • JAW< 4 RE Th11 OY? . C4M 11' Presi,i.ont SA.MA.:1MSH COMMERCIAL CCMPf'u2 „ " INC. I;E:Fi'?'nScdrIVj..: COVENANT .Page 2 . 14 ..the same. • STATE OF CALIFORNIA SS • COUNTY OF LOS ANGELES On this _7th day of — undersigned, a Notary Public sworn, personally appeared J. W. Godfrey ,.known to me to be the .'President of UNION PACIFIC LAND RESOURCES CORPORATION, and 13..E. Clark ,.known to me to be the . Assistant Secretary of UNION .PACIFIC LAND RESOURCES CORPORATION, the corporation' that executed the Within instrument, and acknowledged to me that such corporation executed IN WITNESS WHEREOF my official seal the clay and year in this certificate first . ..above written. My Commission Expires • 2 ttii: tit.i t tt;ttlt trtt: tettitit:lt6titrtttttletcitetltl • OFrICIAL SEAL 'MARTIN J. PHILIPPS, NOTARY PUBLIC • CALIFORNIA El PRINCIPAL OFFICE IN LOS ANGELES COUNTY, LI My Commission Expires Oct. 5; 1975 tc:it;t3mittaitittt7:3ns o:177:i2:11Pesttet2tlittlia June , • 1972, before me, the of said State, duly commissioned and I have hereunto set my hand and affixed Not' y PubliciPn and z'or 1s :mod State STAMP. CF ThSHINaTOlN •. 3 County of King - STATE •O ' W.I3R.!.$ (A ) .,) .ss. Count' of • Doug1 as . ) • 'Un this � day of aurae, 1972, before me, the undersigned, , a notary public in and for the State ,of Washington, duly commissione-d and shorn, personally appeared .Tack A.• • 3enarova, to mo known to .ce the President of JACK A. E.. " �(O'? COMPANY, the corporation that executed the foregoing Y;iY +:rlt .nStruilli rat f ' iin e'k.he'�•:1edged the said. instr�; ent to be. the ' free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on aat.h. statcc3 that be was authorized to• execute:: the said instrument, and that the seal affixed is the corporate seal of said corporation. •WITP SS my hand and offic:r.ai seal hereto affixed the day &nd year_ first above written. ■ Notar ?ttb .c in urid for the State of *Wa.shi,ngton, residing at , • J.a.ei �.. r*. • ..• 4 w•••• 1 . , . ••••;.. ... a a . • t r. •• 11 .1 +'."!irr•?Yr • _..• .. a.....••••.r••. . r•+ a.+•.... ..•+..»..•..•- .ti••*.r+.0,0 • • • On this day of June, 1972, before rre, the undersigned, a notary public in and for .the State of Nebraska, duly commissioned and sworn, personally appeared to me known to be President of UNION PACIFIC LAM) RESOURCES CORPORATION, ATXON, the corporation that executed the foregoing . instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation,.for the uses and purposes therein mentioned, and on oath ;stated that he was authorized to execute the said instrument, and that the seal affixed is the corporate seal of said corporation. VITNnSS my hand and official seal .hereto affixed' the day .and year first above written. Notary Public . in and for the State of • Nebraska, resid ► g. at Omaha • 10 The Company has not Surveyed the premises described in A�3271t4119 The sketch below is furnished without charge solely for ..the '• purpose' of assisting in locating said premises and the Company assumes•no Uability for inaccuracies therein. It does not purport to show all highways, roads and easements adjoining or affecting said premises. 7 /1 Z { r ? / q7- 5 ✓ 17 : Q 1 RESTRICTIVE COVENANT We, the undersigned owners of real property between Southcenter Parkway and Andover Park West, Tukwila, King County, Washington, for the purpose of maximizing the building area on our respective properties and to induce the City of Tukwila to permit the undersigned owners to construct buildings of unlimited area to the boundaries of the corridor of land described below in compliance with the building and zoning codes' of said City of Tukwila, King County, Washington, in consideration of our mutual interests as owners of real estate . within and adjoining the corridor of land described below, do hereby covenant and agree with one another that none of us, our assigns and successors in interest, will ever erect, or suffer, or permit to be erected any buildings of any kind whatsoever over, across or upon the following described corridor of land. That portion of the southwest quarter of the southeast quarter of Section 26, Township 23. North, Range 4 East, Willamette .• Meridian, and of the northwest quarter of the northeast quarter o Section 35,.Township 23 North, Range 4 East, Willamette, in King County, Washington, being sixty (60) feet in width and lying 25.00 feet westerly and 35.00 feet easterly of the following described line: Beginning at a point on the north line of said southwest quarter of the southeast quarter of said Section 26 a distance of 140.16 feet easterly of the northwest corner of said southwest quarter of the southeast quarter; thence South 01'12'25" blest parallel to the west l i n e of said southwest 'quarter •te' n. th sou th e ast q u a rt e r a `4 o {f 1,210.00 feet and the true point of beginning oi said described line; thence continuing South 01 °12'25" West along said west line a distance of 108.77 feet; thence South 02 °24'12" West parallel to the west line of the northwest quarter of the northeast quarter of said Section 35 a distance of 894.23 feet to the north line . of the south 430.00 feet of said northwest quarter of the north - .east quarter and the end of said described line. As used herein, buildings include only those structures which have a capacity to contain, and are designed for the habitation of man or animals, or the sheltering of property. Without limitation thereof, it is specifically understood that railroad tracks and appurtenant facilities may be constructed on said described corridor of land. This contract constitutes a mutual covenant running with the land, and shall be binding to the fullest extent permitted by law and equity for the benefit and in favor of and enforceable by the undersigned property owners and any successor in interest to the property within the above described corridor, or any part thereof, and the City of Tukwila, which beneficiaries shall have the right in the event of breach of this covenant to exercise all the rights and remedies, and to maintain any actions or suits at law or in equity or other proper proceedings, to enforce the curing of such breach of covenant, to which the above beneficiaries may be entitled. This contract shall take effect and be in full force when executed by the owners of all of the property included in the above described corridor and may then be placed of record, and shall continue in force in perpetuity or so long as any of the beneficiaries thereof shall so require. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seals this 7. day of January, 1973. SAMAMM1SH COMMERCIAL COMPANY, INC.` ':STATE OF WASHINGTON COUNTY OF KING On this • - - day of January, 19/3, , before me, the undersigned, . a notary public in and for the State of Washington, duly commissioned and sworn, personally' appeared Jack A: Benaroya, to me known to be the President of JACK A. BENAROYA COMPANY, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of . said corporation, for the uses and purposes therein mentioned, and on .oath stated that he was authorized to execute the said instrument, and that the seal affixed . is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above written: • Notar y Public in and for the .State Washington, residing at .1 'vl h, ((.c On thi /�� day of - Ja�fuary,, 1973, before me, the undersigned, a notary public in and fur he State of �W duly commissioned and sworn, person • ,:. appeared . rr`/'c� /<../ ,�. j•2..�. 1�� , to me known to be the '' ident of SAMAFINISH COMMERCIAL.• COMPANY, INC., the corporation: that executed the for :erg instrument, and acknowledged the said instrument to be the free and •voluni: :t and deed of said corporation, for the uses and purposes therein mentrc and on oath stated that he was authorized -to execute the said instrument, and t! , the seal affixed is the corporate seal of said corporation. Notary. Public i n and for the State of Washing fon'i residi at . ; n.2' 2s- ,.z2-4/ ___ i 1,02' 29'/2 ' /.324 97 1 INT le IFt AT y Q SITE ; PLAN ;,, o .,. Parkway_.Plaza :�t 1 -� w r:a.N.C:riV,4.01111111..tRl: a RID cif N Z' / / /'/ /I //, 85% / / / / /f % (SOUTH ISO Tc y I•OY•TM •••P PTM ANIMUS •OUTM. .TI••MI ••ICIO A K A. BENAR OYA COMPANY S6SO SIXTH AVENUE SOUTH • SEATTLE. WASHINGTON 98106 • (206) T62 -4750 ,.. �.- ......�...�� 1:11...E COPY.. tir.. Kjell Stoknes, Planning Director '. City of Tukwila • • ....•.Tukwi 1 a, WA 98188 t CITY OF RECEIVED UKWILA' LIAR: 1 PERMIT .*This letter is intended to confirm that as a beneficiary under that Grant of Easement from J. C. Penney P :•nperties,Inc., dated June 8,. .1965, and recorded on June 11, 1965, under Auditor's File No. 5890081 and as the successor in title to Union Pacific Railroad Company, the • :grantor of that certain easement dated December 27, 1965, and recorded .January 6, 1966, under Auditor's File No. 5973722, the Jack A. Benaroya •..Company will not release or relinquish its rights or obligations under the above - referenced easements fors() long as the City of Tukwila shall , require.' It is the intent of this agreement that a 60' corridor be maintained ' .:along the north face of an unlimited building addition to be constructed upon the property, owned by the Jack A..Benaroya Company adjoining and .south of the above easement areas as required by our Declaration of Restrictive Covenant dated June 8, 1972. GENERAL CONTRACTORS • DIVELOPERS OF COMMERCIAL. AND INDUSTRIAL DUILDINGS FOR SALE OR LEASE Mr, Lawrence E. Hard LeSourd, Patten, Fleming & Hartung 1300 Seattle Tower Seattle, Washington 98101 Enclosed herewith you will find a copy of the Assignment from Sammamish Commercial Company, Inc. to the. Jack A. Qenaroya.Company of the right . to install and maintain a roadway within the 60 foot corridor along the northerly margin of [3enaroya's proposed Parkway Plaza North development. your convenience T am enclosing copies of the Penney's and Union Pacific easements referred 1..o n the assignment. 3 0 . KNOW ALL MEN BY THESE PRESENTS that Sammamish Commercial Co., Inc., a Washington corporation, for good and valuable consideration does hereby quit claim and transfer to Jack A. Benaroya Company, a Washington corporation, whatever riht, title or interest the Sammamish Commercial Co., Inca may have in that certain nonexclusive . easement dated June 8, 1965, recorded under Auditor's File No. 5890081, records. of King County; Washington, recorded June 11, 1965, ana in that certain easement dated December 27, 1965,recorded January 6, 1966 under recording number 5973722, records of King County, Washington. It is acknowledged that those easements referred to, herein as • granted to Sammamish Commercial Co., Inc. were assigned to the City of Tukwila and that by this instrument Sammamish Commercial Co., Inc. transfers to Jack A. Benaroya Company a nonexclusive right to the extent that such right exists on the part of Sammamish Commercial Co., Inc. without any implied or expressed representations �r warranties of any kind. Jack A. Benaroya Company by the acceptance of this assignment does hereby agree to hold harmless and indemnify. Sammamish Commercial Co., Inc. from any liability, damage or claim asserted or imposed against it by reason of this assignment having been made or in connection with the exercise by. Jack A. Benaroya Company of any rights acquired hereunder. IN WITNESS WHEREOF, this instrument has been signed this VI day of June, • 1976. A S S I G N M E N T SAMMAMISH COMMERCIAL CO., INC. :; r 44 President • - C. C. Penney Propertios, Inc., a Delaware corporation quell.. Lied to carry on business in the State of Washington, for value ' received, does hereby grant to San apish Coraorcial Co., Inc.. a j - • Washington co i 9 corporation, an easement for the uses and purposes and 1 . subject to the terms and conditions hereinafter tot forth, over :Ott southerly thirty feet of the following described property - .Y'. the City of Tukwila, County of Kin - t Yin :';T Xing, State of Washington:. That portion of the t:orthwost 4 of the Southoast It AND t he Northeast h of the Southwest h of Section 26. Town- . ship 23 North, Range 4 East, W.H. in King County. Wash_ d r ington, described as follows; aP Poginning at the Northeast corner of the Southeast k "-� ' °` of said Section 262 f':,: thonco North 86 West along the North lino of said :t • Southeast h a distance of 1996.66 feet to tho Want line r_ _;= • of tho East 659.34 feet of Laid Northwest h of the : ;:1 S thaa26 42 b u: }` 1 e ,-....,.... i .... I • �i- i • .thence South 01 Wost along said West lino a distance of 658.25 feet to the true point of beginning; thence continuing along said West line a distance of 662.05 feat to the South line of acid Northeast It of the Southeast a2 thence North 87 °55'02" West along said South line a dintanco of 666.56 foot to the Southeast corner of the - • Nortoaat h of the Southwost It of said Section 262 a th_ncn Worth 87 °55'53` Wost along the South line of -• �'` said Northeast h of the Southwest h a dictanco of 631.20 feet to the Easterly margin of the Haaa Brothers County Road No. 9722 • thonco North 01 East along said Easterly margin ! " '='''. a dirtanco of 660.17 feat; ; � :; thence South 88 East a distance of 1305.23 foot " ' '' f :-S j to the true point of beginning; ;�i : �''; Situato in the city of Tukwila, County of King, State of. to -` Washington. StraJcc' TO' Easomont for right of way I;TaL.:;;;,:-... 4 y granted to .{ Tolophono and Tclogreph Company by instrument rocordud t under Auditor's file No. 2554742. ` Bait oaaenent shall be a non- exclusive easement, for the benefit: : — faa • • f Of I le t.r : :• .: ;; : gra ntor and othe but only for one or more of the follow ' .s.• . : . Inc! AL:poses, and shall be assignable in furtherance of such pur-:• . ,••�,•' " - :' poet it railroad lead linos and spore (including, at the option of '� . , r > the . grantor, a spur track for x -- - - •. - - ° - - _ • for road purposes, for under itazy sewers, and • t =s k • • i • •;. ! • • h • • • cause to be recorded in .3. C. ?a4. ay -ROPER IES, INC. n Vice- Prosidurt a. 0 S AFECO TITLE A,c n 1109 SECOND AyLt uE SEATTLE- WAS -fl CTOti 98101 -. Zs y •✓ • •1 •. t • _ ��I- �'i _ ... ._. • . _ .} .s.i Y.I ,7� s_ TC_\ G ! r.. _ ic!f_)••••. 5978722 Union pacific railroad company sammamish commercial company 1 escribed as followsi • e •., .. / r . '1 �4 . .:. • .,...•t . I {� J�Mi l r '•T ' . ..�"�:' .. ,, • • • r . { -i . . 7-e • I • : -- • '•-• . • - V•tf:• 44 j • . • s : • •• •:. •••:. . .• ---• . e- • • • • • - ••••••• . • - • • DECLARATION OF RESTRICTIVE COVENANT building as completed or any additions thereto. ''This Declaration of Restrictive Covenant 'made this 8th day of June 1972, by the JACK A. BENAROYA COMPANY, a Washington Corporation, hereinafter called "Declarant ". WHEREAS, assigns and successors, for the purpose of inducing the City of Tukwila to permit Declarant to construct a building of unlimited area upon a portion of the land described below in compliance with the Building and Zoning Codes of said City of Tukwila, King County, Washington. •WHEREAS, the City of Tukwila shall•grant a permit to construct said building, so long as Declarant agrees not erect or suffer or permit to be . erected any buildings of any kind whatsoever within sixty (60) feet of the North and South faces of said unlimited building or addition thereto; • NOW THEREFORE, the Declarant declares that the' land hereinafter • described shall be held, transferred, sold, conveyed and occupied subject to the following covenant, restriction, condition, reservation, "and lien which shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the described, land or any part thereof and shall inure to the benefit of the City of Tukwila: 1. No building of any kind whatsoever shall be or'permitted to 'stand within sixty (60) feet of the North and South faces of said 2, 'Declarant may make additions to said unlimited building so long as Declarant shall remain in title to such portion of the land described here- so that the sixty (60)'foot corridor along the faces as required by Para- graph 1 above can be maintained. • '3. The land subject to this declaration is located in theCity of Tukwila and is more particularly described as follows: That portion of the southeast quarter of the southwest quarter and of the southwest quarter of the southeast quarter of Section 26 Township 23 North, Range 4 East of the Willamette Meridian and the northwest quarter of the northeast quarter and the northeast quarter • of the,northwest quarter of Section 35, Township 23 North, Range 4 East of the Willamette Meridian, King County, Washington described • as follows: Beginning at the northwest corner of the northeast quarter' of said Section 35; thence S 87 °44'08" E along the North line of said northeast quarter a distance of 140.16 feet to the true point of be- .ginning; thence S 02'24'12 "W parallel to the West line of said'northeast • ' quarter a distance of 894.23 feet to the North line of the south 430 feet of the northwest quarter of the northeast quarter of said Section 35; • thence N 87 °50'09 "W along said north line a distance of 140.16'feet to the east ' of the northeast quarter of the northwest quarter of said Section 35; thence N 87 °50'57" W along the north line of the South 430 feet • 'of said northeast quarter of the norhtwest 'quarter a distance of 177.29 angles, from the Easterly margin of the Mess Brothers County Road No. '•h 972; thence N 11 °59'33 "W along a line 6 feet distant Northeasterly, measured at right angles, from said Easterly margin a distance 1771.86 feet; thence continuing along said line 6 feet distant North - easterly along a curve to the right having a radius of 919.37 feet, an arc distance of 210.78 feet through a central of 13 °08'08 ";: thence N 01 °08'35 "E along said line.6 feet distant Northeasterly a . , • . distance of 285.11 feet. to the north line of the Southeast quarter of the Southwest quarter of said Section 26; thence S 87 °55'53 "E • • .along the North line a distance of 625.20 feet to the west line of the Southwest quarter of the Southeast quarter of said Section.26; ,thence S 87 °55'02''E along the North line of said Southwest' quarter of the Southeast quarter a distance of 140.16 feet; thence S 01 °12'25 "W . parallel to the west line 'of said Southwest of the Southeast quarter a distance of 1318.77 feet . to the true point of beginning. 4. The City of Tukwila, as a beneficiary hereof shall have the right in the 'event of the breach of this declaration to exercise all rights and remedies and to maintain any actions br suits at law or in equity or other . proper proceedings, to enforce such covenant, to which the above beneficiary is • entitled. effect upon final completion of said unlimited building and shall continue in force so long as said unlimited building shall exist or so long as the City of Tukwila shall so require, whichever is earlier. 6. As used herein, the term "building"is defined to mean;any structure built for the support, shelter or enclosure of persons, animals, chattels or r • other property; provided, however, that nothing herein shall preclude the in- stallation of railroad tracks' or appurtenances' thereto, utilities, paving, land- . scaping, fencing or the like. IN WITNESS WHEREOF, the declarant has hereunto set its hand and seal the date first above written. ATTESTED: . STATE OF WASHINGTON, ss. C of __King This Declaration shall take effect and be ..in full force and. JACK A. BENAROYA COMPANY By: .obert D. Sandwick, Secretary Jack A. Benaroya, President . Oti this �` day of (` y`L A. D., 19 before me pctsonally appeared Jack A Benaro and Rob ert D. Sand ', co me known to be the pr and Secre ary of the corporation that exccuted.the:within and foregoing instrument, and acknowledged the said instrument to be the free and vol. uncaty act and dccd of said corporation for the uses and purposes therein mentioned, and on.oach stated t!hat..thcy:..,.% F,.1t f Authorized to ckccutc said instrument, • • 1141ring$,!1 wti4REOF. I have hereunto set my band and affixed my official seal the day and year first above • %rtttani , r; . ti r ;kr, txx,AK, .s.,...... . of tad without eharge solely for the purpose all. the Company assumes no liability for to show atl highways, roads and easem • Islatmi IA . SE- ,S145 Cat f asst ompally has not surveyed the premises descrwca in n —ac Ito t..).1 ccur dj s furnished without charge solely the purpose of assisting a emisea and the Company assumes bility for Inaccuracies Pt purport to show all highways. roads and easements adjoining emises. Ste i3v CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 MEMORANDUM TO: ' 1(2h n e.5aA y o FROM: DATE: J C . ) ll,r y_ � � SUBJECT: "aDr PHONE 1 (206) 4334800 4. Gary L. VaaDwsen, Mayor CONTACT DATE COMMENTS INITIALS a I - VI G-- ♦1 ?U• k ' . 1I 6 tem i 1. '4 S 7 rr, C � /' �. � I• 1. e • at '•- V,ry1C 1 .� -Q- . ' 1 t• *b Ga.. - i - . C i. • 0 A*. '-o____, - Q_‘' - SL Co' Q A •. 1 . • , • o . P * IL L O r � : • ' 4 ' Y\-Q • o . O wog a_ , 1 I I k t (x • u2 V i `Ti p /4.. i1.i •is00 a • >uodi .• r \ I r 1 ( & . . . 0 l ! • 1 1 2 W - Ch Co : or li a O t % ', � A 1 �� , ' L, r ,,,, P - I ,. c - . - f S_ IvtC> or •0 h\- in &. C' omp1= P:--e. ' c II • U Ai • 1-9 ( gmliIE.'r -) O ` \{ll C.tt Or. '2 .. t - aL I k C SPot x - T. LE-.. ,E2 es • _ .S ' - .c.t t.002 COQ - 1 /^� �� ��� may W {7� [1"P V 1. V � ti L , �.! - �1 ., ■ S. 1 U IC,. c • '44e -4t l vtitl ki l v 1 - r . V 0' e ,1 ru -1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: PLAN CHECK NUMBER � PERMIT CEDER ACTIVITY LOG q (- OUd ��Qor\ury\ (Mtkr) s .0 c � • i� 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 DATE: ( / t9.6 TYPE: ❑ Visit ❑ Conference Name of person(s) contacted or in contact with you: Ivl - 0 Or ation (o Ice, dept., bureau, etc.) C 0- r Y nnP Location of Visit/Conference: SUBJECT: • CONVERSATION RECORD TIME: .. 15 Telephone - O Incoming 'Outgoin Telephone No.: FOR OFFICE USE ONLY 1(pp• 0 5 SUMMARY: t t_ / and , I -e ` L7Vn t-k' an P .v i(orbtn - fa,I Che k. C :E-Ph) -C r "1. add i +ion be c..c .e i ± -P Y 000 t . G c) o i. a! 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Lv - • I(e :4 1 - Trr, 1 k I' .01 -•• Duplex outlet l' - 0" up unless otherwise noteeKR X.1110F III ILA MAR 1 WI 4.1 PERMIT CENTER 4 2 jAi 6 X 4 4(1, /2 / eArT:41: rtk F ouTtF, Irt t()ort4-. •:AL), j- 0oXr--<--) 1-14 tq't e).- pi-v-re 1 CArZT.% t-11 14 - z:c - r \ ;F4 L - 1. t Ck.4.46i g?' 4 • vt5i-1 A4ieu- 101cxr , xtTIN, WALL, H1"1A .1 4. ; t ili. E.9A Outlets Noted/ b. to have blank cover w/pull wire, to be extended to 4" X 4", Flush 3-box in Room #2. () Floor outlets to be extended & connected to tenants fixtures. -44644-441 --etryi-H119 alk Plugmold w/receptacle points as l' or 2' 0.C. as noted. Television Ceiling duplex outlet provide 3-box for cable adjacent to duplex & pull cable provide by others (tenant) Wall or ceiling T.V. reoeptacle points 400w (TV wall) See-detai-i-eW499 A Telephone outlet cable to be pulled by others provided hy tempt. F E-2 Provide receptacles as required for tenants TV. system & w/24 hour ckt. E-3 Provide duplex receptacle for emplceee time clock 60" up w/24 hour ckt. E-6 Provide duplex receptacle in eadh check stand. E-7 Provide duplex receptacle in tenants fixture. E-8 Wire & connect tenants show case.' E-9 Outlets Noted/ a. to have dedicated dkts, solid ground provide eadh receptacle @ 400 w 1 0 0 14 V) 6 ( N .L Mee PI 1 1 1 ,J- ti'iiiiii NoA 21)" • I'I Ei I � II ; ��� s L. 9 9 , C I IIIIii1111111l1111 Lil l it l Illllilll II11lli11 111 111111111111111III Illl lilii I1II'llll Ilil{Iiii 1111 S.A.S. r,nav:t+ T.R. / D.E.L. 1)r {.ION r I� COMMERCIAL STORMWATER DRAINAGE PLAN NOTES 1. BEFORE ANY CONSTRUCTION/DEVELOPMENT ACTIVITY OCCURS A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF_TUKYILA PUBLIC kORKS DEPARTMENT'S DEVELOPMENT INSPECTION UUNIT, 2. All construction shall be in accordance with City of Tukwila Specifications and APWA current standards. 3. The storm drainage system shall be - ± ,nstructed according to the approved plans which are on file in the Department's Central Records. Any deviation from the approved plans wi?1 require written approval from the Department. 4. A copy of these approved plans and City of Tukwila Standards must he on the job site whenever construction is in progress. 5. Construction noise shall be limited to between 7 am and 10 pm on weekdays and 9 am and 10 pm on weekends. 6. All sedimentation /erosion facilities must tt to operation prior to clearing and biiding construction. and tLey rust I•l satisfactorily maintained until construction is comple'ed and potential for on -site erosion has passed. 7. DELETED 8. DELETED 9. All pipe and appurtenances shall be laid on a pt:rp.. -r ;v foundation in accordance with Section 7- 02.3(1) of the cliff.-Lt State of WAshington Standard Specifications for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding base. If the native material in the bottom of the trench meets the requirements for "Gravel Backfill for Pipe Bedding" the first lift of pipe bedding may be omitted provided the material in the bottom of the trench is loosened, regraded and compacted to form a dense unyielding base. 10. All building downspouts and footing drains shall he connected to the storm drainage system. 11. Compaction of subgrades for all commercial development parking lots and roadways shall be firm and unyielding, and compacted to 95% of the maximum density (per Standard Proctor Test). Proof rolling prior to paving is required to insure stability. 12. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. All sections of the W.S.D.O.T. Standard Specifications 1 07.23- Traffic Control, shall apply. 13. Minimum 18" cover required over 6" PVC roof drain lines. PVC roof drain lines ?hall be in accordance of ASTM 3034, SDR 35. 14. Temporary sediment traps shall be placed on all existing and new catch basins in area of construction. WATER SYSTEM - GENERAL NOTES: 1. All work and materials shall be in accordance with the standards and specifications of the City of Tukwila, AWWA and /or the current edition of APWA. 2. Approximate locations of existing utilities have been obtained from available records and are shown for convenience. The contractor shall be responsible for verification of location shown and for discovery of possible additional utilities not shown so as to avoid damage or disturbance. The contractor shall contact the utilities underground location center (1 800 - 424 -5555) prior to construction. The owner or his representative shall he contacted if a utility conflict exists. 3. Pipe shall be ductile from class 52, push -on joint cement lined (AIZSI A21.4), exterior coated with coal tar varnish. Installation to be in accordance with manufacturer's recommendations. 4. All fittings shall be cast iron and shall conform to a licable p of ANSI standard A21.10, A21.11, 316.2, B16.4 and A21.53, with a minimum pressure rating of 150 psi and will he cement lined. 5. Concrete thrust blocking shall be provided at all bends, tees, valves or other appurtenances where internal forces require restraint. Blocking shall be in accordance with City of Tukwila Standards. 6. Foundation, bedding and backfill gravel shall be in accordance with City of Tukwila Standards. 7. Service installation to be per City of. Tukwila Standards. 8. The testing and disinfection of the water system shall he witnessed by the City of Tukwila and shall be witnessed by a City representative. 9. The contractor shall arrange a preconstruction conference a minimum of 48 hours prior to commencing construction. Representatives of the contractor. City of. Tukwila, and representatives from any interested utility shall attend. 10. The contractor is responsible for obtaining and seeing that all necessary /required permits are in his possession prior to construction. 11. All work shall be subject to full time inspection by the City of Tukwila. 12. Fire hydrants to be Mueller or Dresser and as approved by the City of Tukwila. Hydrants to have 3 foot radius level ground around them. 13. The callout on plans of the degree of bends in the water line is based on plan information and the assumption that the difference in the bend and actual angle can be accomplished by joint deflection. If construction methods dictate different or additional bends these will be installed by the contractor at his expense. If field conditions dictate different or additional bends these will be installed at the contract price. 14. A copy of these approved plans and a copy of the City of Tukwila Standards must be on the job site whenever construction is in progress. PARKWAY PLAZA REVISED PER CITY Of TOA'W /LR LAMENTS R h_ V I !3 10 14 5.5, MH \ RIM 23.58 r. E. 12.68 7 TM ITS 1/9/ rev ter"vovr.., 7. The new sanitary sewer line shall be plugged and not put into service until all lines have been cleaned, flushed and tested. 2. A copy of these approved plans and a copy of the City of T Standards mast he on the job site whenever construction is in progress. J. h`'r ti Seal httltt t.. he used at all sanitary sewer manhole connecti,n5. 10 SANITARY_SEWER - GENERAL NOTES: 1. All work and materials shall he in accordance with City of Tukwila, and /or the current addition of the WSDOT /APWA Standard Specification. 2. The contractor shall obtain all necessary pertlits prior to any construction. 3. The sanitary sewer pipe shall be PVC, conforming to ASTM D -3034, SDR 35, unless otherwise specified. Bedding and backfill shall be as required by City of Tukwila.. 4. A 5 -foot horizontal clearance and a 1 -foot vertical clearance shall be maintained between the storm drainage and sanitary sewer structures. "elect backfill shall he provided at all crossings and compacted to 95 percent of its maximum density, at optimum moisture content, as determined by ASTH D -698, method "D ". 5. All testing and connections to existing manholes shall be done in the presence of a representative of City of Tukwila. 6. A preconstruction conference shall be held a minimum of 48 hours prior to the start of construction, and shall be attended by the contractor, and a representative of the City of Tukwila. All .,,p .ewe manhole , ht "tilt i i* `,AN.MH RIM 2.2.52. 1 I.E. 8. 77 F. Iz" 8.85 W Iz" 9.028 w a'• \ °'\ / - /0" 15° BEND MJ. XMJ. /- THRUST 810C11 1- 10'= 45'13E1e MJ )(MJ I - THRUST BLOCK PER TRAMMELL CROW --- -`-- - r" REVIEW NO RESTRICTIONS REGARDING BLDG. CONSTRUCTION\ ARE ON FILE WITH THE RAILROAD APPRoxIrvi rE UXATION OF &ECMIC LINES V 1 C.8. zl. oj'ison PLACE SAN MH 1` 1 OVER EX /ST. LINE TOP 22.90 IA /V. 9.6/ TO BE FIELD VERIFIED /23 L. F - 6 "PVC ■ r• r • MUNN rer S = /09e ANN Consulting Engineers RD / // // / / REMOVE CB i / PULL L /NE N. N. RELOCATE EX. F. H. /- /O "xS` ".T.EE n I -TRUST BLOCK 19 2-GUARD POSTS I ST OR Z COUPLING REPRINT FH. / r -- WATER YAW RELOCATE EX.F.H. A s GUARO 3 �- a rs is N Dennis CX Associates, Inc. SEAT; L� , WASHINGTON 822 -2525 A CBJ1 3 TYPE I _ TOP PLACE C8 @ LOW POINT TOP 22.30± INK /9.8 io "cv(a) .17 CONNECT TO EXIST 10"M IN 1 " -90 °8E1)D MJx MJ 1 - 10" COUP /ING 1 - THRUST BLOC K / s. s. MH I - ID" RESILIANT SEAT GATE VRLL/E RIM 22.58 I.E. 10.98 5 I O.bb N 1043 NE 1 1 1IIII1�IIIII IIIILIII�I1 I IIlIl1 �� /// - _ - -- . - - - /// 1351.f. - /iPO. /. CLASS 52 • MATCH EX. /ASPHALT 1- ID" 90 °BEND MJ.XMJ. I- THRUST BLOCK ere■Irsrr - serrrens - r pow sama -oasismai _ - errso rnmar. - ■Ioam ma � Air- S = 0.013 8 .. s in .. >� me .e • - 4ax. ' ,, a`.ats•,,� �? ea* 2 TYPE / s;~''�►�, 2" T P . 23.17 _ O. p 'e" -�.4'd V, 18 00± 4 • -e '110.- \ .40. \ �' •►- g yr 23.123,17 C.B RIM 21.38 INV 19.93 No.18 " .. 11 6 "35 -f ` / / / / / / / / / / /// 6" SANITRRY PL UM MIN8 Br MECHAN /CHL z, w, 111i!rrr EXISTING BUILDING ' I' 1 ' I ° ' I' I' I' 1 1' 1 1 ' 'I' I 51 I I 6] �- ABANDON 71.23.17 ,r / / / / / / /// / / / / / /// ABANDON & REMOVE - -- 2,3 - - -- ._ s" So TRAMMEL CROW COMPANY 6 "SS CONNECT ALL RELOCATED q? AND NEW ROOF DRAIN LINES TO CB #t I /0" W (c.l.) ELC. LINES 5 '-6 "PAC 5: I.0% MIN. CB #1 2 TYPE I TOP 22.3 t INV. /B. 1, t ( TA BE FIELD - VERIFIED) N3 / / / / / / DATE // r G . NO i1 I u U, 1 -13 -88 1":-.10 TOP VIEW My bolls Lspha // Paving ✓/i c°/' fabric r iltrA x Li- SIDE VIEW TEMPORARY SEDIMENT TRAP FOR CATCH BASINS WITHIN ASPHALT AREAS NO SCALE 1 I I I I t2 / SAN M.H. 412 TOP 22.30 INV. 13.20 / _ 51 L.F. - I0" D.I. CLASS 52 C.B. RIM 0 ,21.G INV. 20.04 SAN MH # 3 MAY 20 1991 APPROVED PER PUBLIC WORKS LETTER DATED SAWCJI EXIST. PAVEMENT TO 13E REMOVED /- P - FACE OVER EISIST LINE TOP. 22.301 INV. 12.50 ± (TO BE FIELD HAIRED) CONNECT TO MST. /O "MAIN I - l0" BEND MJ x MJ I ~I0" COUPLING I - THRUST L1LOCK / - 10" RESILIANT SfAT Cliff VALVE NOTE : CONTRACTOR UPON MOBILIZING ON THE SITE SHALL VERIFY a DETERMINE SEWER INVERTS, AND THE STORM I SEWER INVERTS. ALL INFORMATION SHALL BE NOTED ON THE CONSTRUCTION SITES DESIGN FLATS AND HDRTON DENNIS i ASSOCIATES, SHALL BE NOTIFIED OF THE FINDINGS PRIOR TO CONSTRUCTION. PROTECT BENCH MAR11 CHISELLED "X" IN NORTHERLY DOAIIE BOLT OF FIRE HYDRANT AT N.W. EARNER OF 'RED ROBIN" RESTAURANT - SEE TODD FOR LOCATION. RECEIVED CITY t1t= TI IKWIL MAY 2 9 1991 PARKWAY PLAZA NORTH BUILDING ADDITION [Ifii II.D. S. DESIGNED DRAWN T.D.B. CHECKED 6" FL. 901END — 6•FL. CHECK VALVE X 2YiX2Y2X2y' FIRE DEPT. CONNECTION EXISTING EIT DETAIL fr I REVISION CIP 10"CIP SEE DETAIL A 10" R. PIV. 10" Fl. CHEM VALVE /0 FL. X MI ADAPTER CONCRETE VALVE PIT -10" FL. X MJ. ADAPTER I —10 . X 10*X 1;' FL. TEE ( -. 1 -10" CITY MAIN S moue .11.1■•■■•■•■ 8" CIP 10• CITY M41N ,-10 10 TAPPIn SLEEVE VALVE SY 0•0.1 10 CIP APPROVED DATE .0•MIO 111,1M y Ply - EXISTING VAULT 6L8" PROPOSED UTILITY VAULT Off DETAIL) 3' 10' CIP RED MIN ISLAND—, PLAN VIEW 10" DI. COUPLING f x . 10"W I 1 SCALE: I":10' 3' TIRE CONNECTION Horton 900 1111/41 , a1M11.11, IO" tip Dennis Cr' Consulting Engineers KIRK L AND, WASH INGTON vois sktoNg 4 TELEPHONE VAULTS 20• =ND InraliaIMMININNin TELEPHONE VAULT 2 STE. DOORS PROPOSED UTILITY- VAULT (SEE DETAIL EXISTING VAULT 10" CDUPEIN&- VIEW SCALE: 1" 10' Associates, Inc. NOM 6' NOTES: I. ALL PIPING SHALL BE IN ACCORDANCE WITH THE CITY OF TURWILA STANDARD SPECIFICATIONS 2. ALL RESTORATION, CURBS, LANDSCAPING, ASPHALT [CT , SHALL BE REMOVED AND RESTORED TO ITS ORIGINAL CONDITION 20" 1019 I IllIllIuluIll III IIIiIIIIIlil 1111111111'1'111111111"'11P1'1111111wliiiiii 2 I 41 51 161 No.18 8"C1P r- 6" EX. LIGHT POLE 8• CIP 8"CIP SEE DETAIL A NI LID ----- APPROX. 21" NEM 10" OP_ PLAN VIEW TRAMMEL CROW COMPANY COUPLING • EXISTING MIT o -- SHRUBS IN11111111111110,1111* THE BON 10• CEP , ,,ttptN .00 CONC.EDGINC 6" WIDE PROPOSED UTILITY VAULT (SEE Nall) Itral. • 3' APP I I SEE DETAIL A •1111~111101101111 WINO 011•111 VOINNINIMMNIIIIINIIWO MEMO VEND OATS PAVILION OUTLET CENTER SCALE 5-16-91 I": 100' CITY WATER MAJN tI CATE VALVE OM X FL) 7 - 3/4 SHACKLE ROOS (COATED) I O vAtvE OR NEXT PIPE Bal. 10 :Ara (11. X Ft) - S & ( F LANG ED DOUBLE CHECK vA.LA APPRCT.I.O. : A DAF R (F(FL • M,.i) o w0t , o r ts:3 • • 777 ... --------- Lii "s•--- 12 UIN, IC!" D I -- I co' RECEIVED MY. OF TUKWILA MAY 29 1991 PERMIT CENTER A PARKWAY PLAZA NORTH WATER UPGRADES Aomiatormowswommanieisamr lazelcaf. THRUST OLOCIONG —E)115Tivi(rD1 UTILITY VAULT DETAIL NO SCALE LADOER UTILITY VAULT 510b Yi 1 2 - 1980 MDCE INRIONO PLATE DOOR NO 332 P r --E AMIN() VAULT JOS NO. 8863.00 SHEET NO. `wl II.D. S. DESIGNED DRAWN T.D.B. CHECKED 6" FL. 901END — 6•FL. CHECK VALVE X 2YiX2Y2X2y' FIRE DEPT. CONNECTION EXISTING EIT DETAIL fr I REVISION CIP 10"CIP SEE DETAIL A 10" R. PIV. 10" Fl. CHEM VALVE /0 FL. X MI ADAPTER CONCRETE VALVE PIT -10" FL. X MJ. ADAPTER I —10 . X 10*X 1;' FL. TEE ( -. 1 -10" CITY MAIN S moue .11.1■•■■•■•■ 8" CIP 10• CITY M41N ,-10 10 TAPPIn SLEEVE VALVE SY 0•0.1 10 CIP APPROVED DATE .0•MIO 111,1M y Ply - EXISTING VAULT 6L8" PROPOSED UTILITY VAULT Off DETAIL) 3' 10' CIP RED MIN ISLAND—, PLAN VIEW 10" DI. COUPLING f x . 10"W I 1 SCALE: I":10' 3' TIRE CONNECTION Horton 900 1111/41 , a1M11.11, IO" tip Dennis Cr' Consulting Engineers KIRK L AND, WASH INGTON vois sktoNg 4 TELEPHONE VAULTS 20• =ND InraliaIMMININNin TELEPHONE VAULT 2 STE. DOORS PROPOSED UTILITY- VAULT (SEE DETAIL EXISTING VAULT 10" CDUPEIN&- VIEW SCALE: 1" 10' Associates, Inc. NOM 6' NOTES: I. ALL PIPING SHALL BE IN ACCORDANCE WITH THE CITY OF TURWILA STANDARD SPECIFICATIONS 2. ALL RESTORATION, CURBS, LANDSCAPING, ASPHALT [CT , SHALL BE REMOVED AND RESTORED TO ITS ORIGINAL CONDITION 20" 1019 I IllIllIuluIll III IIIiIIIIIlil 1111111111'1'111111111"'11P1'1111111wliiiiii 2 I 41 51 161 No.18 8"C1P r- 6" EX. LIGHT POLE 8• CIP 8"CIP SEE DETAIL A NI LID ----- APPROX. 21" NEM 10" OP_ PLAN VIEW TRAMMEL CROW COMPANY COUPLING • EXISTING MIT o -- SHRUBS IN11111111111110,1111* THE BON 10• CEP , ,,ttptN .00 CONC.EDGINC 6" WIDE PROPOSED UTILITY VAULT (SEE Nall) Itral. • 3' APP I I SEE DETAIL A •1111~111101101111 WINO 011•111 VOINNINIMMNIIIIINIIWO MEMO VEND OATS PAVILION OUTLET CENTER SCALE 5-16-91 I": 100' CITY WATER MAJN tI CATE VALVE OM X FL) 7 - 3/4 SHACKLE ROOS (COATED) I O vAtvE OR NEXT PIPE Bal. 10 :Ara (11. X Ft) - S & ( F LANG ED DOUBLE CHECK vA.LA APPRCT.I.O. : A DAF R (F(FL • M,.i) o w0t , o r ts:3 • • 777 ... --------- Lii "s•--- 12 UIN, IC!" D I -- I co' RECEIVED MY. OF TUKWILA MAY 29 1991 PERMIT CENTER A PARKWAY PLAZA NORTH WATER UPGRADES Aomiatormowswommanieisamr lazelcaf. THRUST OLOCIONG —E)115Tivi(rD1 UTILITY VAULT DETAIL NO SCALE LADOER UTILITY VAULT 510b Yi 1 2 - 1980 MDCE INRIONO PLATE DOOR NO 332 P r --E AMIN() VAULT JOS NO. 8863.00 SHEET NO. `wl • • • { • -\ / t \ I( � E I; I SI ;• • r :::-t- I IRMO 1 rLt47v I I • i IQ• - 1- • - - 1 • r f v 10 i 1 •� • ,. c SHEET A- 'I • I`iE ' 1-•;•!?::" ._ -r I.4 I.44t; • "(GT• p J r :� - 1(.1rl=f) I. r'K `dPP' - r _ ?'` : s. „�- ,� I . r te • �.•t�, �r Ga'1'�GJ , x v r ry 5. ►-4 Gt 'r� :! � � -�GK ������ �)t. +.:�:r��`' ► ' '.-• 45, �'�� `�!,+'. _ ,�' � iL'v c..<: •'•i �5. -+%c. ` •1 -•��' • J r" � / : � Nk I=W ::,! I.IT/ � F q ''0d..P4 fah -• e.;!! isi N6-C: „/Z �{ W,46 l �� 01-1 11- 1 ,~1�► 1 r J - - + y , �% ��, ~ �, i l �.l ', C) ��� f f 1' „! f �5• -�: -'t•v I ��"_'1' t� �'�.'`''. / ^'..1 ^..w"_ N• � , �J�I �'r`. �{f fn ri ,H']V- 1�4IF� �'/ - 1, e 2 �I I ✓,,,�. I f'G• �� I� i" feN.Jr At.- i•`v-.EJ .C+ 1e 1 5AL 7 {crr o� 3c6.) �'�EZKJHc' . 5PAG . .S 145 6�,46r:5 p IrD C-el T1� -445-Are-g- 15,4. i� -1G 4 1I :' c it p � Q l .vn pb e_H H55.2 T!� C N1 I -�� �I , 1-1.1 1i41- Pe- ►TI :-I►4 oP L„:0 Prot re6- o1 Up: - I oJ✓ TM - i�fl -I �. .7 TI-� f t uc. � �� ~�ic%!T �5 it '� L u - c10 IGIY .� !'TIaN o 14 LAIL-01Nq 6 4, I2:ai.a6- pt-.IT ;3y 3�a' �t - i.�,c -Tc�' o l..i 02o n W rrla -1 - ro pa K y 7-4 P I - � •M I?' I L t-4 5�c..f�. v'1 t..t. U tX11r�la7 X I DTI t- c4 F - }I"[IvrA wlt.1. gr j,.1 1 L � ?f9 x 2 5 i'ck'x 1 _} q- fiG�°_� - -� yl ✓ pL c-I f f 41 4 A.�TI e.oN t'i�L1GTI ©N -r. -+ > Ap7i -nc t To (Az - I ) I � .45r/ ' e f-� 'foT�•�. �.`f� � - f'o - I'e�I• -- t� I t .1-�!a t -1 2. 064 U�1LITy LINE, �I�I.c�aT� 'r � ,� Tih- j I �-� Et2 waTag Ta i ,6+-11--66.0,/ 6 e Ia1� �� I-oc4, w w New AI�r - V-4 , 4 /Ie> Try pg. �� I �4 �I l.0 Cpl -; Iw fJ t -r tplN ooN�.. tel-4"; 5(3• To U'! - 690 p I G l'( f N t I'f' ► Imo 151,t7 App 11 t r F I c11T Rg•P1,4.tt-- 1I;-y1 01 el w 3 Pw e.; app I'ri d�. •1 • �I"- iawp..l 1 4' I Ic.I`f .1514^ v-(114, }- 4.4)' J rtore rr t- t= •te- 1 t-t� 1-4r.µ1 l,• x•e • > 41 1__ _-- I t.;, - -. _ _4- -_ - _..._._. . €;.;;.,�� � _ 4. ' ' 0.- - t... -4. _ • ._ _ •I ----- -• =•� I G'..w°� 1 I I - ._ ' ; a 1 i ••---' -.._ __ : ( .C' f,,C ar7f2I - Ti ©1 I tip r)(1°4-101.- ' Mel% t2:t')Z-' o 3 • L 14 084 I~"f oPI= =I clr✓- ate; 1o1 • P/ . .r1 t--i t7 "2, 0W4 .1�± BITE PLAN 1 /I6vl' = ! L o ll 0 3 r Z W/ V AE t EAST. ELEV„. , 1 /14. le t.l � w;-a!t .r7j1 .t4 AreT -1'11r 1 Ira i 1C • 1��� _ • "1�v� Aer`I1;) s l� l F - Ie/5.!! M•trl • FLOOR OR PLAN vied r 1 1. -11 i • Nee P�CY.31'j h ?moo = ref-4 J retete to ,- f G k}E \ 4 t �•A r -' - 1'4 'I I I 1 , 1 c + t ; !, j A I I°i LPL �i��?.�1Ef�= r 1 >' )(.-E c ip • �„xptt -Irl � 4 I r L1 •1 L l4t- tl.,11...'T• L+r c I- • tapt�N *rLJ f'r-r�2 I4 s a '"4 '•:: 4/ , • err • SOUTH ELEVI, I/1. -4-49 • • • • �•� r 1 • -_ .w • V LI • C , .. P:- 3 • • "_i I V O (t71rMN '9' 1 TYPICAL ROOF DRAIN DETAIL HEAD - _SILL i" c a. •0 er II JAMB DOOR JAMB .. I1. e, I 11 THRESHOLD !i It It • I. u E M -t.t. Igo. -- --•- -- '' o . -- ----,-- C:oNG 1111 -1- UP P/WML . 1 - +4I r.:wtil araC • - -- t.ne•r. over 1N ' 4 NEW ADDITION nl:,u,. 11.111.111ti?Tnntll1 IlItihIl .. w 0.! mw potzV`'-wee {d t,4I0 1514.4,1 Fp Ul.1RUM'S 4 I't'J'pE!R'L� WOId --: -2:4 ee, ter -c tY /r To Pe 2I. _'.+.a1., A-Km. ) .•nic. I • ,oNGHvnC • aM. Ix W/4v . TNMI+C. ._ oneirriNci 01‘ Apt., t..• • ISQ 1:a. MET. J. Mghtir12 INTO111.* we' 100.1.1. DETAILS! , 1' E3EST SILO • .a.....11•11... 4. ••- .11.•••••217. s*w • jr ; F~ • r r Glee410 t r• 6tK I to r.�•. F1.V k t: -yr! ge:r'rie -co; I `oCaIr& • t Fet Natrvw,aal,. i ."qt r~{ I N 1401 -1" `�- cup ZOrrG,a 11•,6: M4A4.1 . Ctaa� MA71°.WI?L __ Mlt4, 1 APee' IAN F CORNICE DETAIL ✓ ) f y •L t r Z ;Ar • i • .To - 1 WOWS OLDS Oa* 4101•111 a•. f ifpw I i, 411,1, l Li Want TU A_ima•c/ ► "%A>M • VICINITY_ PLAN Palrkway. Plus r :-PscAucat 1 :.. _ ._ . -_._ : -_. 4 ,4x4 $ c 4 I 4 T 4. . _ x " e p 1� AI.Fb11L, � �-- FII - iz3r 1:,z1414-44 c4'IVES j Ac pUt L INE 7 ' TYPICAL ROOF PENETRATION DETAIL �1 Lug Joir I p„1At?x =p !H ' -; M. s:c%I�iT• & c: 1 Imo1 f I.i1EE!> �C�7 I •`•t * i 2:. h 4 4- • E- r Tv r4 - 11 ur � , Z 2'I , •• •_- ._-.._ :s'•.x = �IS,A BUILDING DEPARTMENT ADDITION '., REQUIRE/18,N S - s requd ex sy ' n sp as was approv c on bv.i�d it .ng stem pe r 1n it existi # ` 4124 g reta ' (19$5) il prig ce to Re o Construct io . Any an wk � -txng nane a separate ` enar rt or X ip rove t Pe rmteit. t space require r . 'I" I SON 1I 1.x111 �.?�'o .r • L�.: ,' f. ;k7;r CZ • • • A ll • V • -4 • WA F:g70725N4C.9 1 F t-41-4 1, 7 1pL, T F: PL . 185 ei7 ALL eto4 (1) O M IJ WALL SECTIONS LEGAL DESCRIPTION That portion of the southeast quarter of the southwest quarter and of the southwest quarter of the southeese quarter of Section 26, Township 23 North, ' Range 4 East, Willamette Meridian, King County, Washington, described as follows: Beginning at the northwest corner of the southeast quarter of said Section 26; , Thence South 81'55'02" East along the north line of said south- east quarter of the southwest quarter a dietance of 140.16 feet; Thence South 01'12'25" West parallel to the west line of said southeast quarter a distance of 490.00 feet; Thence North 8P°47 West a distance of 738.90 feet to a point on the easterly margin of Southcenter Parkway; Thence North 11'59'33" West along said easterly margin a distence of 7.73 feet to a point of curvature; Thence continuing along said easterly margin, alceg a curve to the right having a radius of 919.37 feet an arc distance of 210.78 feet through a central angle of 13 Thence North 01'08'35" East along said easterly margin a distance of 2P5.11 feet to the north line of the southeast quarter of the southeest quarter of said Section 26; Thence Sceth 87°55'53" Eest along said north lin: a distance ef 625.20 feet to the west line of the southwest quarter of the southeast quarter of said Section 26 and the true point of TOGETPER WITH a portion of building and improvements situated upon the following descriked parcel of land: Begineinq at a point on the line of the above described tract which bears North 88''47'35" West a distance of 90.00 feet from the southeast corner thereof; Thence South 02 West a distance of 95.00 feet; Thence North 87'55'53" West a distance of 205.00 feet; Thence South 02°04'07" West a distance of 40.00 fest; ThencP Noreth 87'55'53" West a distance of 20.00 feet; Thence South 02'04'07" West a distance of 100.00 feet; thence North C7 West a distance of 26.00 feet; Thence South 02 West a distance of 28.00 feet; Thence North 87'55'53" West a distance of 428.00 feet, more or less, to a point on the easterly margin of Southcenter Parkway; Thence North 11'50'33" West along said easterly margin a distance of 267.0'1 feet, more or less, to the south- west corner of the aheve described tract; Thence South 88'47 East along the south line of the above described tract a distance of 648.90 feet to the True Point of Beginning. • I understand tbat the Plan Check approvals are subject to errorsandomissionsandapproval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- • 0 II By Date Permit No. RECEIVED CITY OF TI IKWILA MAR 1 1 19 . 1 PERMIT CENTER • , co. z 0 a 0 • a I) 0 a 2 • 2 : 1- 0 0 s il _2 0 ID J J I- o or : 44141 k T1 " '13' a \ cc oes CrI 614461 • • • 434/. ... - --• - -- 5 //'- J 5, ENGINEER: p /-1/. _ / //V P•. f'Efi 1 • • . PEFC .4 3,t 4 ,-_ i<-- Q -..' t3 t 1 OF ;, 1 -a 21 ..41FJ ', . '1• 1 /fin :,AIr i I __ . _ _ - - - -_ ____ - :31yQ 5, ENGINEER: p /-1/. _ F, F /..:a. DATE: 1111119•116 411111•11•1& REVISION .4 3,t 4 ,-_ i<-- Q -..' t3 t 1 OF ;, to '1• 1 /fin :,AIr i I __ . _ _ - - - -_ ____ - :31yQ 5, ENGINEER: p /-1/. _ F, F /..:a. DATE: 1111119•116 411111•11•1& REVISION .4 3,t 4 ,-_ i<-- Q -..' t3 t 1 OF ;, . d i I JOB NO: 5, ENGINEER: p /-1/. DRAWN: F, F /..:a. DATE: / /C - 13n SHEET NO: 1 OF ;, 14' 0 4) 4 c),_Q" .ELF " 5 Co* S c 7 °c. (3 -E. P.) Y L...� v'A4 77 0 ri■../ 1=Z-A 1 Coo'- O" 2.) .S,C,A P. rJ TL . 5 . 4e F 7 . .S G /--/ E,D (J. L`; /Al D AB/ '.5/'''4" T 5. Z T Y/? Tp /N; 2-'x5, (/ TOP ' EA. S //J E. , / # 4- ,./O/: /Z.. ,POT. (U. N. O.) ..S.EG T.S. /' 7 ; 7 .TJ -Z Pe-,s C'1 Lc:9 x • 8i /7 i't . x fit." x o '- (k - 5Z/%-.../ /0) t 67 £ SA I� S -� / . �'_ x 3/g x O G 4/%4' #`.5x2.' - O „ rte 4 " C-7 . /- %2." X ,'L" W. H..5 5.0 m Coon O^ .EI�G -rE t Cf.), 7//*/ /,,./z/, • ,'- /C) 7'G5: ���, , /, 0 // i ) ,9 /R , T o � ,= . OF .5L A A.../O TAE : / A/DID 5# v @ 7"g, G� O u r".5 / o E. iJ /C.,. C \./Z T/ •2.. �9 p. iL (- 4" .5L. CAA../ 45 CAL1.SHE0 , OG/'C C S R C p " (.3" r a 1 V G / L . , 4 A 2 7 / / I _ ) Lv/ /Zx /2. !N 2. 4 /"/ L'v. t-'). 7 OP .s L a 1 5 . L tr 23.0 1=3 cim ,c A TUt-7 o'- O" 1 FTG7. %z C.. /',(J L . Gk./ r .3 s %/. A Q / c vim/ 2 A' x 2. c7 • • 5 43 " /='2.- .Y1"-/OO/D ,_/I')/_ Ii ?/ /© a' COM M OI Co" - E/�C - 1E5 c /2." °a //V rE/i 1 - 1 . 5JPPO/g7 5 a 6 pE /N / .AIM- f. a01'J f"/1 %-lC7i :5. _2xgra / #'/ .S /MP5 odc._/ F24 Ha71. 5. [el • • QU .1 a x 2% x %- b "6\// - - QS 4 5 x . . 7 - , 5.5 E'/: •4 ) •3 0 U / N r i FIT ?lI II 01T N/Co / /�2 / <f43 L „ 4 /4- E' Cam' - /P 1= A /'7 .-i / , L..A / ^./C rE .5: % /cm" = / t CD" /.7 7'1-7 < , 9R5. TO Tat- OP ,.',9FiAPE7 ,1 '9 f_3c)v : TO ,° OF 5L/9T:37 2.) E [ _ E VS. TMC1 . L f c E: TO TOP O - / /t•.'C' (45 o r- Op z l�/'C1,� r ,AE3C? v+E. TOP OF ..51.-A15 G' LA../A 4. L. EL .OG, r.3x3 x - x k Z.- Ws x. p Pc. 11 � 11�'�' ' I , ' I , I ' ' t ' E i L -f I • Co Z 41 uulmi iiiiluii PRECAat_EAUELAWEI 1.. PANEL ELEVATIONS SHOW INSIDE FACE. 2. CONTRACTOR TO VERIFY AU. DIMENSION* IN FIELD PRIOR TO FORMING PANELS. s. PROVIDE ADDITIONAL HORIZONTAL REINFORCING PER PANEL ELEVATIONS AT OPENINGS - WITH HORIZONTAL TRIM BARS EXTENDING 2' -O" BEYOND EDGE OF OPENINGS. VERTICAL TRIM BARS TO RUN FULL LENGTH. 4. PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR WHO SHALL PROVIDE, REINFORCING STEEL AS REQUIRED FOR HANDLING AND ERECTION. USE STRONBACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. S. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED ON ARCHITECTURAL DRAWINGS. • 6. PROVIDE 3 COATS ASPHALTIC PAINT OR A 3'" MINIMUM CONCRETE COVER AT ALL CONNECTIONS EXPOSED TO EARTH OR WEATHER. 7. PROVIDE 3/4" NON- SHRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS AND TOPS OF FOOTINGS. 8. MAXIMUM DEPTH OF REVEAL STRIPS TO BE 3/4". SEE ARCHITEC7URAL DRAWINGS FOR LOCATION. VERIFY ALL PANEL THICKNESSES WITH ARCHITECTURAL DRAWINGS. 9. PROVIDE 1/2" CLEARANCE BETWEEN PRECAST ELEMENTS UNLESS NOTED OTHERWISE. 10. SHOP DRILL (1/4" DIAMETER) AIR RELEASE .HOLES IN EMBEDMENTS'AT 6" o/c AS REQUIRED IN ORDER TO DISPLACE ANY,VOXDS IN FORMWORK. 1 1 . REMOVE ALL WELD SLAG AROUND EMBEDMENTS EXPOSED TO WE6THER AND SAND-BLAST, PROMPTLY PAINT WITH 2 COATS OF RUST INHIBITING PRIMER PRIOR TO FINAL PAINTING. . 12. PLACE VERTICAL REINFORCING AT CENTERLINE' OF PANEL UNLESS NOTED OTHE1WISE. WHERE REINFORCING STEEL IS NOTED AS.E.F. (EACH FACE), PLACE 3/4" CLEAR TO INSIDE FACE AND 1 -1/2" CLEAR TO OUTSIDE: FACE. 3 Ca /4. x ',3 / ./// ') -, A 4. t4 H 4t, CF t7oo; opt. 2 - # $ TYR V1'Rr.Ti IW HOg1Z• WALL gA�S .1Z6I N N ky 1.) No.18 d;!`""' Ir E �Z. w) IIII�IIiI IIII1 I ,iri 1101 10 x /4 r3 . f". #/ 8'- © " "G.- C T r e) -4- ,G / 4-.E :R (; 7 1 ( _/ , �,�,1 !f /Of 0" J L Q CAA &r 1 N rag.rOiz V OWN A a I 1 C OG? = ©rI T a 1 1,p TYF. HOMIZ, WALT. iIMF <_ /e;_ 2." • SE'C T•5. e- - Z 4.. %./- at. nip .HEAPER ov op A. L ' HOW FZ�_ i. 40I i TYP. VI?R7". • WAL u 1h P. 4 t4 • r. vri A I • el-w iza INr ram PAN El- E Lev. • ' 1 to ill IN .: y wL� _.- -? - #'6 TYPe U4Z rap of WALL. #4 gAl6E.iz ISAie Foe. vaIwtT", S' 4.T I O N JAMB I'�O1M> _--- VaI27' JAM a g1:1141=. c t7P't3IS. rag. PAN aL et-ay. W. ' � #4 RA� l' 1 61.1 fiT • I RAN 5 ON ' , T IA" • dir PANEL.• i 1 z *t. THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE. O(4 UNIFORM BUILDING COPE -- EDITION - ASTM'S LATEST EDITION ROOF 25 PSF WIND 80 MPH, EXPOSURE B SEISMIC ONE 3 EQVKAION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF. IN ACCORDANCE WI'h ' ERCr,T U4368- 022 --O5 DATED 6-28 -76 PREPARED BY DAMES & MOORE. THE SITE SHALL CE PREPARED PER SOILS ENGINEER REC(MMENDATIONS. ALL FOOTINGS AND SLABS SHALL GEAR ON PROPERLY PREPARED NAT1vE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. ALL STR!CTURAL FILL AND BACKFTLL TO • se COMPACTED PER SOILS ENGINEER RECCiMMENDATIONS. THE MAXIMUM DENSITf SHALL BE DETERMINED BY ASTM D (557. ALL FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL. GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB UN GRADE EJNDERL,AYMENT . C.PWftEfg F' <' 2500 Jas t FOR SLABS ON GRADE AND FOOTINGS AND F' c •_ 3000 PSI FOP PRECAST PANELS. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL J.ONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC ANC ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PUON)CE A DENSE WORKABLE MIX WITH 3" MAXIMUM SLUMP WHICH CAN BE PLACED WITIN)UT SEGREGATION OR EXCESS FREE SURFACE WATER. ''OR ADMIXTURES, SEE SPECIFICATIONS. ;/4 CHAMFER ALL. EXPOSED EDGES, UNLESS INE)ICAIE=O CHtIERW1SE ON `1 ?CHITECTURAL DRAWINGS. WATER CORING SHALL BF USED. AIR ENTRAIN ALL CON!RETE EXPOSED TO WEATHER WITH ;,% TO 6% AIR BY VO±_UME. F.R '.t +$? WALLS PRE '\ T PANEL. LIFTING STRESSES ARE TO BE CHECKED BY THE 7ONT I ;AC'k.)P AN!: ADE.JATE REINFORCING STEEL_, ' S REQUIRED BY THE CONTRACTOR'S METHOD Or HANuLING AND ERE.:TION OF PREr ;A,T PANELS, SHALL BE PROVIDED E1 THE CON "RACTOF. USE STRONG BACKS AS FEOUIRED AT EXCESSIVE PANEL OPENINGS. CON'IN!JOUS GROUT BETWEEN PANELS AND 'FOOTING SHALL [ F A N!:)N- SHRINK. TYPE_ (R() T. RU FOR INY- .. EF E.1. ALL - EONCPETE REINFOP ING STEEl SHALt.. BE DEFORMED PER ASTM At. 15 -7r?, GRADE 60 ('`y 60, 000 Fs 1 ' LAP CONTINUOUS REINFORCING BAR: 30 BAR DIAMPERS, 1 ' -.7 ' MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' 7" BEND) WILL BE PROVICFD FOR ALL HORIZONTAL REINFORCEMENT. DEL` IL STEEL IN ACCORDANCE WITH 'ACI MANAL, OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMELY WITH STANDARD ACI HOOKS. f :OV_R TO MAIN REINFORCEMENT TO HE: BOTTOM OF' FOOTINGS 3 INCHES FORMED SURFACES-WEATHER & EARTH FACE 1 1/2 INCHES ..INTERIOR FACE 3/4 INCHES R...z 1FEO.R c. I N U -- J T-E. i -_ W_ELD i Ng ALL WELDED REINFORCING STEEL TO BE ASTM A615, GRADE 60 (fy= 8O,OOO psi) AND WEL ED PER "ANSI /AWS D1.4 -79 STRUCTURAL WELDING CODE - REINFORCING STEEL-.' PIE.ES TO BE WELDED SHALL BE PREHEATED IN SUCH A MANNER THAT THE CROSS SEC'ION OF THE BAR OR PIECE SHALL BE Al OR ABOVE 500 DEGREES FAHRENHEIT. AF FLR WELDING' IS COMPLETED, BARS SHALL BE ALLOWED TO AIR COOL TO AMBIENT TEMPERATURE. QUENCHING IS PROHIBITED. ALL WELDING SHAD BE BY CERTIFIED WELLERS. USE ONLY FRESH LOW HYDROGEN E9OY:X ELECTRODES (AW6 DESIGNATION A5.1 OR N5.5). IF WELDED REINFORCING IS TO BE BENT, BENDS SHALL CONFORM WITH ACI STANDARD BENDS AND NO BENDS SHOULD BE WITHIN 3" OF WELD. PROVIDE SPECIAL INS ''ECTION PER UDC 306(A)4. . ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION .OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRA :TICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -36 (Fy =:;6,000 PSI) MISCELLANEOUS STEEL ASTM A -36 (Fy= 36,000 PSI) TJE3E COLUMNS ASTM A-500, GRADE B (Fy =46 , 000 PSI) WELL)HEAD STUDS ASTM A -108 (Fy=46,000 PSI) MACHINE BOLTS ASTM A -307 PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26G FOR CONCRETE. APPPOIED EXPANSION ANCHORS MAY BE USED INSTEAD OF ANCHOR BOLTS IN CONCRETE. CONFORM WITH ICBO APPROVAL FOR EXPANSION ANCHORS USED. ALL WELDING TO CONIO}TM WITH AWS 01.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. AUE. WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO 3E GALVANIZED. ).t6E$ -X4 S4S) ROOF STIFFENERS D.F. 91 •(Fb= 2050 PSI REP. 2X6 S46) ROOF STIFFENERS D F 42 (Fb =1750 PSI PEP.) 4X ROOF PURLINS 92 (Fb =1250 PSI SING.) 4X;. PLATES, BLOCKING & LEDGERS 92 LUKER NOT NOTED TO BE 92 ALL LUMBER SHALL CONFORM T1) 'WWP,4 GRADING RULES FOR WESTERN LUMBER-LATEST LATEST EDITION" AND EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT 18 NOT TO BE REM'VED FROM THE STRUCTURAL MEMBER. BOLT HEADS AND NUTS BEARING AGAINST WOO'' SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CON'RETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS TO BE COMMON NAI_S, 'UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR ALLOWED. Gilt.': 'IINATED .NQu MEMBERS GL.U LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI /AITC A19 ).1 - "AMERICAN NATIONAL STANDARD FOR WOOD PRODUCTS- STRUCTURAL GLUED LAMINATED TIMBER" AND AITC 117 -65 DESIGN AND MANUFACTURING. USE COMBINATION 24F V4 (DF /DF) Fb-.2400 PSI . BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THA'+ 1/2" DIAMETER. MATERIAL_ MUST BE OBTAINED FROM AN APPROVED FRABRICATOR. ALL '3LU -LAM BEAMS SHALL FIT SNUG AND TIGHT •IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. PROVIDE AITC STAMP ON EACH MEMBER AND SUBMIT AI1: CERTIFICATE. ADHESIVE TO BE "WET USE ". INDUSTRI•AL APPEARANCE GRADE. Pla N Q0 5 /r. CDX (5 PLY) ON ROOF (UBC IDENTIFICATION INDEX 32/1.6). MINIMUM NAILING, UNIcSS INDICATED OTHERWISE ON ROOF PLAN, IS 10d (4•6" o/c ALL PLYWOOD EDGES ANC 12" o/c AT INTERMEDIATE SUPPORTS. CONTRACTOR TO NOTIFY ENGINEER FOR NA1_ ING REVIEW PRIOR TO ROOFING. t N= ° _FCTIONS ' IN.DEC :TIONS ARE TO BE PER UBC SECTION 306 AND ARE TO BE BY AN INDEPENDENT TEFrING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. ANC THE ENGINEER, FO.4DATION: INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. AL(. FIELD INSTALLATION OF CONC. ANCHORS IS TO BE IN ACCORDANCE WITH ICBO AND IS TO BE CONTINUOUSLY INSPECTED. CONTRACTOR IS TO HAVE A COPY OF ICBO EVALUATION REPORa ON SITE FOR CONC. ANCHORS USED. CALL BLDG. DEPT. AND ENGINEER FOR NAILING REVIEW 'PRIOR TO ROOFING. INSPECT ALL FIELD WELDING. VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. 'COt;RETE : RE=' ?'JFORCING: wt.:. ANCHORS: RO . WEE) I NG : flEttreALTE SUE`FT 2 SET OF PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHa'DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOr COMPLIANCE AND PRIOR TO FABRICATION FOR: GLU -LAMS, STRUCTURAL STEEL, MI'= !L ANEOUS STEEL, REINFORCING STEEL AND TRUSSES. COt RACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE .ADY)UATE SHORING AND BRACING OF. ALL STRUCTURAL MEMBERS DURING CONSTRU ION. COt,tRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR 10 INSTALLATION. 0 D F F F 01( () TLIY\\r,;.11.'. ffirs V81 •ll;i ; \► )1Nci 0; RECEIVED CITY mTIIKwII A FEB 6 199I PERMIT CENTER A ig 1- z w� i0 coo 0 L i • 0 N cc cc W W z 5 z w 0 z - U) z 0 0 vi a U z_ 0) w I H cc 0 z I w w z 0 z w S NIDNr11 JOB NO: og 004.5 ENGINEER: ,c). fe -•i, DRAWN: F, , , ,c, DATE: I , - i'..o - o f ,'.' SHEET NO: F B / ST /1.JGj , G . . E. K- /.5 7 //V Cr? 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S. /./ " _ 1 /2••p x 3' -• 0" PLAIN DAR • 24 "o /c CUT ONE ENO W/O FLARE de GREASE SAME END . ;T x � x ;- I1rIIL,J x . ;x ---�= ; x iiflllls��l{ rt- T�illl J V . 191 CITY OF TIIKWILA FEB 6 1991 PERMIT CENTER z 0 w II