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HomeMy WebLinkAboutPermit D2000-149 - EXODUS SEATTLE 3 - FOUNDATIONSExodus Seattle 3 3355 S 120 PI D2000-149 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: OCCUPANT OWNER CONTACT CONTRACTOR WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL APPLICANT I'S PROCEEDING AT THEIR OWN Signature:_ 102304 -9069 3355 S 120 PL AOFF DEVPERM I -FR 001 North: 125 Contractor License No:. SABEYCIO33KM Permit Center Authorized Signature: DEVELOPMENT PERMIT Print Name: Tt V X?. c•N This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last TTLE WA 98119 PERIOD EXPIRES, RISK. Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: VAL VUE Slopes: Y Streams: Phone: (206) 431 -3670 D2000 -149 ISSUED 06/21/2000 12/18/2000 98188 OFFICE 1997 SPRINKLER'S /AFA .0 EXODUS SEATTLE 3 3355 S 120th PL, TUKWILA WA 98168 SABEY CORPORATION 101 ELLIOTT AV W, #330, SEA STEVE BLACK 12201 TUKWILA INT'L BL, 4TH FLOOR, SEATTLE WA 98168 SABEY CONSTRUCTION INC. Phone: 101 ELLIOTT AV W SUITE 330, SEATTLE WA 98119 ****k******** k*• k** k* k• k**** k****: k*********** k k* k* k k*• k• k* k** k *k * **** Phone: 206 -281 -8700 Phone: 206- 277 -5221 206- 281 -4200 Permit Description: BUILDING FOLINDATIONS PUBLIC WORKS ACTIVITY INCLUDE LAND ALTERING APPROX.. 3,400 CLI YDS OF CLIT INSIDE THE EXISTING BUILDING TO ACCOMMODATE NEW FOUNDATION. * k**********' k k************ k*** k* k*** k' k* k**• kk** kk*** k** **** ********•k* * ****k* *k* * * ** *k Construction Valuation: $ 500,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate). Eng. Appr: MCP Curb Cut /Access %Sidewalk /CSS: N Fire Loop Hydrant: N No Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 3400 Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time End Time Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N k k k k• k***-k** * *** * ** * ** * * * * * ** * * * ** * ** ** * **k k ** k * ** **•k k ****k ** *** **•k ** TOTAL DEVELOPMENT PERMIT FEES: 5 5,627.44 ** k************* k** kk**** * * *** **** ** ** *_k * *•._ * *k ***** *-k - k* * *** ** * Public: N Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this developme Date: (471:11 if the work is not commenced within if the work is suspended or abandoned inspection. 2 I re 0 co W = J �! w 0 u_ ? N d z � F - 0 � Z U 0— . 01- w Z , U N ` 0 Z CITY OF TUKWILA Address: 3355 S 120 PL Permit No: D20007149 Suite: Tenant: Status: ISSUED , Type: DEVPERM Applied: 05/24/2000 Parcel ft: 102304-9069 issued: 06/21/2000 *************************************************************************** Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. cc 2 2 When special inspection is required either the owner, a architect or engliwer shall notify the Tukwila Building 00 coo Division of appointment of the inspection agencies prior to co w the first building inspection. Copies of all sPecial inspection reports shall be submitted to the Building co u. , Division in 'a timely Manner. Reports, shall contain address, ui 0 Project name, permit number and type of inspection being , 2 u.< Di3 rstating whether the work requiring special inspection was, i to the best of the inspector's knowledge, in conformance ' 2; p with approved , plans and specifications and the applicable 1--0 'workmanship provisions of the UBC. z I-' W UJ 4'. 'All 'construction to be done in conformance with approved 2D 1 - ' " p dns and requirements of the Uniform Building Code (1997 Ili Edition) as amended', Uniform,MeChanical Code (1997 Edition), and Washington State Ener9Y Code (1997 Edition). 5. Notify the City of Tukwila Building Division prior to , . i 0 placing any concrete. This procedure is in addition to any . ro requirement for special inspection , - 6. Validity 'of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be con- s s. - ' rz r- 0 W w strued to be a permit for, or an approval of, any violation , z 0. E of any or the provisions of the building code or of any , other ordinance of the jurisdiction. - No permit presuming to . give authority to violate or cancel the provisions of this' 'code shall be valid. 7. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- 'struction. These documents are to be maintained and avail- able until final inspection approval is granted. 8, All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 9. All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 10. Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 11. Hauling over 50 cy shall require application for a Hauling 'Permit prior to any associated activity. 12. CONTRACTOR SHALL NOTIFY PUBLIC WORKS U1ILTlY 1NSPEC1OR MR. GREG VILLANUEVA @ (206) 433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 13. The applicant must notify the City utility inspector at 3 'The special inspector shall submit a final signed report 20.6-433-0179 upon commencement and completion of work at least 24 hours jn advance. All inspection requests for utility work must also be made 24 hours in advance. Description of work to be done: f O S . . k)t W I ►Jb JDJ') Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ;Warehouse ❑Hospital ❑ Church ❑ Manufacturing in Motel /Hotel Cl Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College / • ersity l Other ettaRDN)L''W 6 1Q- (t.11 L Will there be a change of use? Ly yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) Aj,i0W4 -0t..6 tfi■IPi I - 11C4 i ZOO, tJ Will there be rack storage? ❑ yes no Existing fire protection features: ❑ sprinklers ZI4tomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: I8 , ZLZ y- existing Area of Construction: (sq. ft) 5((4. (04 41 Sties Will there be storage of flammable /combustible hazardous material in the building? ❑ yes o Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material afety Data Sheets Project Name/Tenant: r Xbtpus s6'riu - Value of Construction:4 ' Site Address: City State/Zip: 3 .S . 1207 FL.. - TU KW 1 LA WA 71 ( i Tax Parcel Number: ib Z ,o4' 1,940 Property Owner: -rt , . . - Or • SI (-LC- Phone: 1190) Zg) 'c76 Street Address: City State /Zi 1Z�1 - >yw 1 t fa I IlJ f3r ' 41 5la4T City 9Pl � Fax #: (me e)z0 Contractor: wt- "1 larp ntaC[1DN l l r - Phone: (9 2.01 j Street Address: d, City St to i : Street TUKullt1F IN 13010 4 ?tit. "/filrl W A g Fax II o l_ b q , C Architect: 9A1i"l kfcCPITEVICE Phone: ego) z V- g70o City tate Street Address: /Zip: ISZOI -`0 -WL 4 iNT - 7� V' 4 rut W�1 c o1c/8 Fax #: CZLYJ Z e.r Engineer: r Phone: f4 5 ZS - , 75Tcb Street Address: City Sta /Z vAto9 Wttoa t4 N6 %Fri Wk l 0 ) z 4 - Fax #: (7641--) 522 - (11'r�g Contact Person: rer 11Lu1iK- % 5,ar NCH/ H/ reuu Phone: C460 277 SZ Z 1 Street Address: *66 Al,b4 � City State /Zip: Fax #: 0 2 4 i - 6,7 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application CITY OF TU!' '`'VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp it Size(s): Est. quantity: ❑ Miscellaneous CTPERMIT.DOC 1/29/97 Project Num ber: Permit Number. RRLICANT REQU FOR PUBLIC WORK PLAN REVIEW OF' FQLL'OWIN :(Additional,retilews >mayaie determl nedib k .tlieWubllc .WorkssDepartm'ent) ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only ❑ Flood Control Zone ❑ Hauling gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Da plIc1 doo Datiarli`ti xqow 00 Appll ito Vitals) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR A T RIZED AGENT: Signature:. .//t___—- .. M Date: / 'z/00 y Print name: a j,� i v i y �/ s '�i�'_ i — ( oa � � Phone: A ,) 2 '7 _ S Z L i Fax #: ''�' <11��2�1- �jzo Address 1 . /220i 7v�w � �N� ��Vb -4 1t1,R Cit /S tate /Zip G r<<wl��, w� 9�l r ALL COMMERCIAUMULTI-FAnav TENANT IMPROVEMENT /ALT TION PERMIT APPLICATIONS MUE SUBMITTED WITH THE FOLL • f ING: ➢ • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMI D ❑ �Co Complete Legal Description Cr ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions ' ' 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- ,..�/ 9). 71 lJ Floor plan: show location of tenant space with proposed use of each room labeled ❑ IJ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of ,, any hazardous materials; dimensions of proposed tenant space. . ❑ / l_'7 Vicinity Map showing location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of ����rack. Structural calculations are required for rack storage eight feet and over. ❑ Ld" II dicate proposed construction of tenant space or addition and walls being demolished mvp Co ❑ nstruction details V ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or V exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). t �1 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance *or other ,..� land use or SEPA decisions. l_'7 ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered arch itect / 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 z I I F- w 2 00 c n 0 w J = H � w w 0 2 LL a = w Z F.. z ,- LL! o - w e-- - u O w z U 2 — 0 z rpm IN. I' 1 1. 5356.06/22 9717 TOTAL 3525.50 *•A- irk k*kA kA *A* *k*A kA* A*A *A *A * *A *A * *A ** *AAA *A* *AA:4A *kkA *A*k* A *A* SCI 1'`r' GF TU6:WILA . WA 7 I LI G} 7I ?i NSMI1 Ok:1ht*:AA * * *•hk*kA * ** � A *A * WW ***A**A *IA. A:k* Ak *AhA*A *A *A*A* * *A *** x I RI:INSMIT Number: k3800305 Amount: 3.525.50 06/21/00 15:41 Payment Method: CHECK Notation: 5A11EY CORP :Eni3 NI_R Permit Na: 02000-149 Type: I ?Et }PI R ?4 DEVELOPMENT N'f PERMIT Parcel ._,.N o r ,.102304.9069 Site Address: 3..355 S 120 PL row Fees: 5,627.44 3 Tc.ta'I ALL. Pmts: 5,627,44 Balance: .00 v i iAt*: l AofA A** A* k• k A****: A** **. k* A* et* *A- .IA *AA••F * * *,t.f * * * ,\4*dA Account Code Description Amount 000/322.100 BUILDING - h!GI'1RES 3.233./5 000/386.904 STATE BUILDING SURCHARGE 4.3() 000/322.100 L'NO ALTERING PERMI1' FEE 2 ()00'34.5!.1330 LAND ALTERING PLAN CHECK 49.25 i.i�v. 'u r+ s.�:sJ.r'r F...- :i�;:.a:.i 'c�.rf!snr4?:✓ar li ii " +aD. A∎tw4lliinig. N N W ; N W 0 g =1 .. u.a v ; I 0 Z W O N ! i 0 �4 = O . z U � Z 4, '7'4 7 ^X " ' `+ t +' .77'^',37 7jS9717 7"7 ;'N1+t��Pi 9 '•' 4 . i1 k :t h P . k :t *. k**** ' A k k k k k :t :t :t• •k * i A• k A * t. I; -A ,4:t k' .h k :k * ,4 :t A :t .:4 ,a ;4 * :t of :t it :t •k •R k A ' it •4 :4 i A CTTN OF 1tJH4IIC t.. 14(4 2 000 1�'I r F:rtr' h1T1 ` - re A• kkkk, F. �e. 4kA• A: AA 4 h , t hkh.*C. tk 4* . k •hA:k:k.t.t:kAtMl•it - A:bAAA kANSMTT 0.1.tmber : f?9800290 Anic,ur!t 2,101.94 .()5/24/0t) 16:32 'dtvinr n;• Methods, CHisCK W •ta ti an. 57H1 Y CORP In i t: !WLR '��,Pat`ut7t;;I.!o D.!000-149 'rvoe: 1)EVPER 1 1)E{3LI.LPiFi:l!'1 PERMIT Parcel No 102304 -906' Ie 14ddr•etis t 3355,13 120, P1_ 5,34(.) „•L9 1 uta 1 A1.•L. Hots: 2,101.94 Hit 'lane e.; 3.230 •A •k k tt' k vl• tt •A •k,1* * * * •k. A k:t •k •A A A fi•L• k •A * AL A fi . k A •k 4 •A• * it h A * *' * * *.A.4 .A * * it i• et •k * it k .k A •k it lt iccourlli ' Cody: l)oscr.1ption flrrroans 000/315.,83() CFICC(C Atli' RE$ 2,10.1..94 4616 05/26 9717 TOTAL 2101.94 t.;t'v.E ri.4.1.F,.»n�+:a ?f. rR•aKL,�t�'�+:tiv..r. .. COMMENTS: /1" i of Insp lion. ,e e l> /f f4J ? /4 / 77 e o7,c,v447't'r.. CIO 5 .- '.•4` /,c /2" 6 . c)72e_5 Special instructions: ' 73O Date wanted: 1e2 0— TA 6 PLeit t IT CO ff ro (OA7?n t/ S 47L11) Fo007) A /al 0 F TR F F /e,ST PLooe p E PriAsGS l 2, 3,9 .t 5 tP57k 1 ()1 ex nj-)11S sEf\l LG Tit - - ►! S- .c DU'S APP4o cT Ok_ TO F i A./41__ ..07 _..? I A Project: I I F . /1" i of Insp lion. Special instructions: ' 73O Date wanted: 1e2 0— a.m. t Ph tP57k 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .„.c,u.,;.:xi... ..T:+�a1.•.. <,:k:i'.£e y. r..:<• x+ �;. a. c:.. �: o:: 1. k1« y: �.:..,; aar: iG7C` S, ra'. w' i. �` ar:: u:. Yt.'. a�. cvllil�A:.. ee::.. c:. �c.: a.d- ;,.T.'Pa.I,4•..::.:v''a•i: �: ' P aL2i§�rs"ti'a+ Project: [ x 0 d us IEL Type of Inspection: PL{I f I I'1G{, Address: 3355, S 120 4 PI Date called: II _ 2 g w 0 0 Special instructions: Date wanted: a.m. 11 -2A - 00 Requester: C if i Phone: 20W 730- I 14-1 G INSPECTIO RECORD I Retain a cop) with' permit INSPECTION NO. i. CITY OF TUKWILA BUILDING DIV ION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 COMMENTS: r . 7-Hia) La.4 c�.�.r wrZA4- f Z11��Ud / Gtlevx Corrections required prior to approval. Inspector: Date: 100 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: M J J cc 2 w . 0 0 to 0 �n w 9 N w gQ i . Lo_ 0 H W ▪ 0 Z t— tu D 0 0 _N: 0 w W' Z U t F" Z ` N . . 0 Z ' ` COMMENTS: Type "�v ype of Inspection: Bld CI not ( /(J /771 ,22 Ctie..r�J ct?-/e L P 0/ 9 "5 1&,44. Date called: , I- 2$ -o Special instructions: . zsf, ,eUT C /,(f /c.- C c'eC /,c7G /--C./S/q,- 4 7a-t/S Eric Phone: 2 0(0/730- , `t 23 A/ige /C Gr/�4&5 #; .., eA Project: E X O U S II Type "�v ype of Inspection: Bld CI not ( Address: 3355 S )20411 pi Date called: , I- 2$ -o Special instructions: Date wanted: a.m. II -2' —oo Requester: Eric Phone: 2 0(0/730- , `t 23 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. E' Corrections required prior to approval.' Date: `, 3 / f $47.00 REINSPECTION Eft REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: w s�'�.r. "'i. M1A� ..:,,,,ry�i � {G Y ��rSi�.dN'��S�.:a • •-t: •..•�'.•rt. ,.. �x ., .. ,. •• . —•• •...:..+�1a.xL.;ivCS.4°ia. �•.[...J,. tilrof«.r a: e. ra- ihae .lL.�ir ?Aa';.Z1�1cr+Q;..iY,i At. . dr+t t.k `SuJ ` .• +'tr 4'6%4 u.t fiutck,} e#kas64aY4 {e Pr ts pv& air Type of Inspection: i■U t/ ST/l.4 Address: Date called: Special instructions: Date w n /* 00 a.m. p.m. Re ues er: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 Approved per applicable codes. ' Corrections required prior to approval. COMMENTS: /t b) --, &Y(I1) SCb/ (ss tkD . /4.44 r Ci9rST /c4S & /#C ocxffic6 ,4 r Atop 6 f (12.55c 9 .fir i S /G n $47.00 REINSPECTION FEE REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ... F t„as.:fa i � 4.c ,c4.uva4*"..k.xY�S3�".v "AYr3h: aG.'+� tx't'aY. ivS+,7..a4 +;''rAbiFel'u�'s01 ..5` GLiitr r:+V'.i qud'r,.ra'r,JY+: da hake.3 U O 0 to W u_ W } O 22 a = W Z p zo U t] co O o I-- W W U O . t. w o) Project: �.OD�S 0 12-c Po 4- , 8 F,t-1 ,,q T pe of Insp cti tiloi�SL ate called: S Address: S - S 20 P Special instructions: ��( -/ 4C- ,� f krs ,/ Date wa ed: q � 7( 25 a.m. P .m. Re / G Aro pis tTe ic• ti-rZ7 P ne: e('7 EoTLC 6-ZO -e 70 COMMENTS: 0 12-c Po 4- , 8 F,t-1 ,,q Ca - (CI - 00 - Uk-,4;44k- ",p-o - r/.V..- (i0 - 4 c T O 7 u /(., rC) /. 0 0.4 A 6LE - rte v/ ei ,4' /kr Si c..trrc4 T70 %.l - PL-A. V —I ( ix r (4/4 /7%l- 46,g,it p rp Vi�.t.1) e 4 F; &LI eLAW7S. re -s,nti 6- /2 -00 --r?) 7- c -co Aro pis tTe ic• ti-rZ7 9 pc, vi t,i/a E.� - eF,Po e('7 EoTLC 6-ZO -e 70 9,-11," A-ic Afa? � INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: 7 /Z $47.00 REINSPECTION FEE REQUIRED. Prior to inspectidn, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: +d`.��iswit.�.+t� +;'y::1i.Rr ".` — '= a•.. rt.k:::��•�..:�...1.�a.w�il9au i� .r _ 6 Z H` Z ' F� 2 U W W 0 : IL Cl) I.. W ' : Z F. I- 0 W 2 j ; U ra 0 N ; o � W I!J '. I— H IL 0 Iii z CO 0 z COMMENTS: Gt ' ,41-6 (iL(S/ O SE44 4 DES. 5 i7'- ,4t � - /_/ ,4?�f 0 S• Gr,7u & _._. s 't 5,4 1q,,t. 5,,c(6 he g j i,P E)47 U . _(i) e,&( i ,e f2 cif ,-e,t) - 23 Da a called: ,, -l`7- t:?0 Special instructions: 1 in -Toda.,.. /P n rn -110,- 14 ��� F�' J ( /k Date wanted: a.m. 7- / 7-00 p:m . ..., . P o jec : T� Inspection: g j i,P Address: SS �• I2n of Da a called: ,, -l`7- t:?0 Special instructions: 1 in -Toda.,.. /P n rn -110,- 14 ��� F�' J ( /k Date wanted: a.m. 7- / 7-00 p:m Reque te 7 j r • -e, Ve--- Phon - - 1 E5 e:' C -�c, - rte''' ,G? INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 /; PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (2064 1170 . D Approved per applicable codes. Corrections required prior to approval. fl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a.. 1 . , .. �... w. xY....!.. i a.: a1..:.. 9.._ L�. Si .:b::�in++...At1.�:1:i.YM..... t:4�fs� =� :y.. ,�. .i ra4`r; . A xU3 i4IX'.:blattl4Gif v t4' 4 • j.''" : 4.Wdr kat . h iami...4 .i:s$riti.;;Aks' Ct,��iia.v ,t:,avL.yC re al 00 (0 0 , w = ' Nu. W O ga . co _ m I F- Z! I-0 Z 2 U 0 0 - 0 I- I V •. t Ii i z _ ' 0 1- z COMMENTS: /7414 c, D- A', -.f if 0,4 _7 ll' / 7 /�+Z7e- ,a7 . € PC37/, Date c led AM C e,i4<c 7 ?,(, yam. Special instructions: 1` ` t L/' `�30 I/ ( S P . c . , . 4 e . i, PEAce.- ill 0sr )t-i-Ai(L /4CL1SS To /Piesua RA-fu $ SPccs, PLl, s $ PA4A4 P I ' S Auo tX,J rms S� 6S ! 4.... " 40c,4 / l_..Y cto7 cH ie- 817` 4.4fL $t Pr91ec b u Type of lnspe o : C '4 it() Address: Date c led Special instructions: 1` ` t L/' `�30 I/ ( Date wanted: �,� { a Requester• . Phone: --1. ` p ` 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE RE • UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ... e.: J. �i+ a3; ?+ �. 1. �, iui!$. ..�c...,:ll.;.fi�0us,�a:::.scCW� a..: �k: fe vi=`•=• �. � .:;.::,�s,�o.k'ixia+a.i:.�c.��" 71✓ nY�` n: .:.',`'w?.t` «...,..'.^L:s -�.::: 1.S n' �a w..,:n :L:.�;.,� z Pe D U 0 co o W J LL W 0 } J' N d H W 1- O Z F— w t u O N 1 — tu w u. I- t Z N ' 0 H. O z project: Ytodus C O n n�uni cations ype of Inspection: /---ft e t -rou stte Address• "3355 S 1204k P! Date ailed: 6- 27 - - 00 Special instructions: - Date wanted: 6 -28- DD . a.m. p.m. Requester:Y I G Phone: —, 30 -- 14'23 INSPECTIbN RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D �00 -119 PERMIT NO. (206)431 -3670 E] Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0/06 (efrecb Inspector: Date: $4700'REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ''t r�'i*d. � ...�C. .. +..�'�S..r, ,.. y., ......,....... �.1.. .. ... �. .�.;S.i.. L "....r'.. ..._ _.. a,.,...J,... , ..�...e.+.+..`��,.r J•L....•._.. �. �... t'1 a a �;k �vu*,ts�::w AgtiMZJiii.11044.11lia a' {i4 r ' . 4 ,.' wad✓, .m . ` a r ati stk7 as s e't?ti ; 3t'.af9i Abu ria ,wx Project , pe of pection: Address: 33 5 i Z 0 1.-- Date call : 4, c(/Crz.) Special instructions: Date wa ted: a.m. Y /c)- /�P.m. Requester: - l[j / c.._ Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -70 Corrections required prior to approval. COMMENTS: 4/ cho / LeA y9 00 edx..7iA:t2 4/2e:t oceiot ti/-S O lo? arAgilap &d4-t.t.o fat, 4, Inspector: 67V Date: 6/ /C $47.00 REINSPECTIONEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.a`Suite 100. Call to schedule reinspection. Receipt No: Date: .at,„Z. ,att.JN t,,.t:uP,,.; ' &A.fee+.fi.,,i�, , lkYigk; rtl,W�lxYbc9s%s�. - � Svvt .i - -. �^ 441 ,; n. arA ,wk a yaf u 6 0 µuaaf a Weoin i d' 4164wffv6(495t..r G . ,na li« N w14;kY. ON THESE PREMISES AT h: u n ri i) . • 1 CITY OF STOP WORK # Building Division 14- 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Telephone: (206) 431 -3670 ALL PERSONS ARE HEREBY ORDERED TO IMMEDIATELY STOP WORK PERTAINING TO CONSTRUCTION, ALTERATIONS OR REPAIRS THIS ORDER IS ISSUED BECAUSE l A Jt 1 Y IC d . r" n i !1 - (11- k C�+= + l • • POSTED 2 = ";() AM/ t) - / 19 # ) r100 BY :t,. (,' )4; - Ir1,,ty Name/Title , , c y F ,, WARNING: Failure to comply with this Notice and Order shall subject the offender to penalty of up to $100.00.for each of the first five days that the violation exists and up to $ for each subsequent day that the violation exists. f m w 3G�' rikntdw .irkt�a'a'.:.'�fn'rda.ttlia .ti 7f ,7',xn'shsu.a±�,.'. '.4.4A420 • } e1 Notice / Order ce LU U Q' . co 1 tu J F. Ca W O' 2 u. J' a 1- la z ; z Ill ~ ! 2o 0 H W IN: I 0 z Permit NoD2000 1! City: of: Tukwi l a t t' "S;r154.xx,�lY++! S 7dr is' mwt±vom-m ; 1,,,m w enily Gwr.� ek'.. H r t a7 rr'dtimeec vovaire q.%. -.so . ,,,w.f 4,Ci N�'!'�^9'h' amec 11335 N.E. 122n Way, Suite 100 Kirkland, Washington 98034.8918 Tel (425) 820 -4889 Fax (425) 821 -3914 To: Sabey Construction 12201 Tukwila Intl. Blvd., 4 Floor Tukwila, Washington 98168 Attn: Eric Strand FIELD DOCUMENT TRANSMITTAL Date: January ,19, 2000 Project No.: 0-91M-13625-0 Project Name: Exodus 3 Seattle Project Manager: Tim Hyden Permit No.: D2000 -149 Enclosed for your review and records are our most recent Daily Field Reports' and associated field correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Inspection Report Laboratory Reports 405 Sets 219 -220, 230, 384 Document Date 01/10/01 12/08- 12/29/00 Transmittal Date 01/19/01 01/19/01 cc: City of Tukwila Engineers Northwest S: \WORDPROC\FIeld Document Transmittals\13000s\13625.0.wpd An AMEC Company RECEIVED IAN 2 2 2001 COMMUNITY DEVELOPMENT t t i a Li f Z z U 0 0 -1 01— W w` H r - LL 6 tll 0 52 d/T1eC'° 11335 N.E. 122' Way, Suite 100 Kirkland, Washington 98034 -6918 Tel (425) 820.4869 Fax (425) 821 -3914 To: Sabey Construction 12201 Tukwila Int'I. Blvd., 4 Floor Tukwila, Washington 98168 Attn: Eric Strand Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Inspection Report Laboratory Reports Document No. 405 Sets 219 -220, 230, 384 Document Date 01/10/01 12/08- 12/29/00 Transmittal Date 01/19/01 01/19/01 cc: City of Tukwila Engineers Northwest S:IWOROPROCIFIeId Document Transmittalsl13000s113625.0.wpd FIELD DOCUMENT TRANSMITTAL An AMEC Company attn: Building Department attn: Richard Janke Date: January 19, 2000 Project No.: 0-91M-13625-0 Project Name: Exodus 3 Seattle Project Manager: Tim Hyden Permit No.: D2000 -149 RECEIVED IAN 2 2 2001 COMMUNITY DEVELOPMENT CO 'Li w 2 �r 1 0D z `: F= a: z r~ Mi , O F.- w Vj O. z F z COMME TS " },'^'V'7Yl�w .�'? .:T�I'S"3�' S5'�' rr ��'�I}�x � .MN�f:).7"t.4.1.11. .V.�2:ti!Lrtf .t ,'DTI" s�t�t < .. ... ' iN .' ;YM ;(( q7 a 'k H4 TYMwiii,.Y}.alyll...151✓;. N,. MS/ 1 'i' N'pN 14 Met. o AI E'Ire" -rov 1 8A- ‘ I 4 -ep llifif ("1.7' S Pte s// kra--12- larets & PE71 -fie ' Q°u '/ 7 : 14 f,ni„1Gdf, mk_ 4 utclA 6.e1,4 i.za avite 04 L r-yr .c1 c1 c k. • •Trvl ^ekCrn n_ "'W /) (-�'_ ',Ica 6 s n_e9 cleat ul cai .Old.- 1.7 424 - Cn n1 1 — >,-t At IS E c / ca..3 1 IL I/ 9, / 4 c 1,12_0471444 '! Lt/} C t4.(4 )— It e e t. ke - 4 PE NO. /i C nl 1 • 41 lol C t g cri LI s 4 __L 4 • — 4 I • _ .. _ l r ct 7 eCA1 ..O 104 eo c,)---.2,-,„.1-;-„, O tt ,,` . ,a J 0! , - �� L> Li.1...ae C?(UC _fc 4--c . fr24J WEATHER GL''t2 PAGE (Includes Test Reports) ) OF / PROJECT NAME EX 0 1 U .— 112 PROJECT NO. 0 - /,3de1 S -'' REPORT NO. L\ 65 ADDRESS 7 ^ 7Vkte/ i PE NO. /i DATE / / &VC)/ S /9 I) CLIENT Shy /V c WEATHER GL''t2 PAGE (Includes Test Reports) ) OF / STRUCTURAL ENGINEER / -8 AMEC PROJECT MANAGER/PHONE NO. -i c 9 2 ' 6 / G i ' N. [N ARCHITECT S 7E✓E B404. AMEC REPRESENTATIVE/PAGE 9.7A/4 2/ SrJ1/6 CONTRACTOR � A-6 e'y su e, TYPE OF INSPECTION .. NEW INSPECTION sPOay r;d614G%�t ❑ RE-INSPECTION DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 1 j f SAMPLES OBTAINED.; (NUMBERI,SIZ R// (ikfaR0} "qr Y.�i,;irlG'�.t�t5 To the best of our knowle e, all items inspected as noted a conformance with the ap• oved I and specifications A C FIELD RE RESENTAT VE THIS REPORT IS CONSIDERED PRELI ve were in general ❑ Yes amec' �..r ;ice ❑ Preliminary Observations ❑ Deficiency Corrected - Report No J . REVIEWED BY ARY AND SUBJECT TO CHA - ENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental. Inc. (Rev. 11 /00) 4l7 '7Mj+$ '!S`.'!'" 3P,..!EPif.1Z ;)7!N,. wa! +an�r.•*i,rrr ^ ,.. :.m,m�K'+M�+:r �r. . •M.0,t9 I re w U 0 0 . too tn w u . W O 2 � , u- C' 1- w o 2 Z ON p � w w ! H V, ti Z U� � =l 0 I- z Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE Mix and Field Data Cast Date: 12/8/00 Placement: THIRD FLOOR SLAB J.5 @ 7. Strength (f'c): Required : 4000 psi @ 28 Days Time Mix ID: 340141 Supplier: CADMAN Load #: Truck #: 206 Ticket #: 181724 Plant #: Batch Size: 4 YDS Water: Admixture: Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 9453 A B C D Date Age Date Rec'd Tested (days) 12/9/00 12/15/00 7 12/9/00 1/5/01 28 12/9/00 28 12/9/00 56 5:26 7:20 7:40 ASTM -C39 Nominal Specimen Size 4x8x0 4x8x0 Review cgg j Lu �1NE� t_arm c mc. 11335 N.E. 122nd Way DistriliviVono Client: Yes File: Yes Producer: Yes Others: Kirkland, Washington U.S.A. 98034 Tel 1425)820 -4669 Fax (4251821 -3914 www.amec.com Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Inspector: LISE EDDY January 5, 2001 0 -91 M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Actual Slump (inches) ASTM C -143: 7 Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): 61 Ambient Temp. ( °F): 38 Weather: N/A Remarks: PLEASE OBSERVE LOW BREAK @ 28 DAYS. REFERENCE REPORT #376, SET 219. Actual Area Compressive Strength (sq in) (Ibs) (psi) 12.56 34000 2710 12.56 41090 3270 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar ameco Specs. N/A N/A N/A 50 -90 N/A Brk. Type / % of Cure Req'd CSH 68% SH 82% Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: PRISMS- UBC STD. 21 -17 GROUTED Mix and Field Data Cast Date: 12/8/00 Placement: N/A Strength (fc): Required : 1500 psi @ 28 Days Time Mix ID: 7036 Supplier: STONEWAY Load #: Truck #: 422 Ticket #: 178893 Plant #: Batch Size: 8 YDS Water: 40 GALS Admixture: - Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 9464 A B C Revieweg& 7:20 8:30 8:45 Date Age Date Recd Tested (days) 12/9/00 1/5/01 28 12/9/00 1/5/01 28 12/9/00 1/5/01 28 Earth tnvironmentat, Inc. 11335 N.E. 122nd Way Distribuf10110 Client: Yes Kirkland, Washington U.S.A. 98034 Tel 14251820 -4669 Fax (4251821 -3914 www.amec.com File: Yes Nominal Specimen Size 7.69x7.67x15.88 7.66x7.67x15.76 7.64x7.62x16.04 Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Actual Slump (inches) ASTM C -143: 9 Air Content ( %) ASTM C -231: Unit Weight (pct) ASTM C -138: Concrete Temp. ( °F): 73 Remarks: REFERENCE REPORT #377, SET 220. Actual Area Compressive Strength (sq in) (Ibs) (psi) 58.43 188610 3230 58.20 186050 3200 57.66 167300 2900 Break Types — (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Inspector: SATNAM SINGH Ambient Temp. ( °F): 38 Weather: N/A ameco January 5, 2001 0- 91M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Specs. 8 N/A N/A 50 -90 N/A Brk. Type/ % of Cure Req'd 215% 213% 193% c; . o . CO W � CO IL. W 0` u - ° W ; Z 0 Z W W U a ' ca 0 I— W W O i U. 11 1 Z C U o Z Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 12/29/00 Placement: 1ST 8' -0" LIFT OF 18' AND PIERS @ FUEL TANK. Strength (f'c): Required : 4000 psi @ 28 Days Mix ID: 340141 Supplier: CADMAN Load #: Truck #: 137 Ticket #: 186763 Plant #: Batch Size: 4 YDS Water: - Admixture: Time Batch Time: 12:38 Sample Time: 2:15 Finish Time: 2:30 Test Result Spec ID # ID Reviewed By Distribution Date Date Rec'd Tested 9579 A 12/30/00 1/5/01 B 12/30/00 C 12/30/00 D 12/30/00 Client: Yes File: Yes Age Nominal (days) Specimen Size 7 4x8x0 28 28 Producer: Yes Others: Actual Area (sq in) Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar January 10, 2001 0- 91M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Inspector: ABE HERNANDEZ Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual 5.5 70 Ambient Temp. ( °F): 44 Weather: N/A Remarks: REFERENCE REPORT #403, SET 230. Compressive Strength (lbs) (psi) 12.56 44700 amec' HOLD Specs. 7" MAX N/A N/A 50 -90 N/A Brk. Type/ % of Cure Req'd 3560 CSH 89% Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: PRISMS- UBC STD. 21 -17 GROUTED Mix and Field Data Cast Date: 12/14/00 Time Placement: 8" CMU WALL © B.75 FROM 15.7 TO 15.9. ELEVATION 12' -0" ABOVE FF. Strength (f'c): Required : 1500 psi © 28 Days Mix ID: - Supplier: QUIKCRETE Load #: - Truck #: - Ticket #: Plant #: - Batch Size: - Water: - Reviewed By Admixture: - Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 9506 A B C Distribution 10:45 11:30 11:35 Date Age Date Rec'd Tested (days) 12/15/00 1/11/01 28 12/15/00 1/11/01 28 12/15/00 1/11/01 28 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Client: Yes File: Yes Nominal Specimen Size 7.6x7.7x15.7 7.7x7.7x15.8 7.7x7.7x15.7 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Slump (inches) ASTM C -143: Air Content ('I.) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Ambient Temp. ( °F): Weather: N/A Remarks: REFERENCE REPORT #384, SET 384. PLEASE NOTE SLUMP IS OUT OF SPECIFIED RANGE. Actual Area Compressive Strength (sq in) (Ibs) (psi) 57.97 210370 3630 58.74 207160 3530 58.74 200160 3410 Shear, (Sh) Shear, (Co) Columnar Producer: Yes Others: ameco January 11, 2001 0 -91 M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R, HYDEN STEVE BLACK ENGINEERS N.W. N/A Inspector: SATNAM SINGH Actual 9.5 45 38 Specs. 8 N/A N/A 50 -90 N/A Brk. Type/ % of Cure Req'd 242% 235% 227% e • City ° Permit of . 00 *la •.. ," , , • • okehai;it.f),412',.vod, a m e 11335 N.E. 122n Way, Suite 100 Kirkland, Washington 98034 -6918 Tel (425) 820-4669 Fax (425) 821 -3914 To: Sabey Construction 12201 Tukwila Intl. Blvd., 4 Floor Tukwila, Washington 98168 Attn: Eric Strand cc: City of Tukwila Engineers Northwest An AMEC Company FIELD DOCUMENT TRANSMITTAL Date: January 19, 2000 Project No.: 0 -91 M- 13625 -0 Project Name: Exodus 3 Seattle Project Manager: Tim Hyden Permit No.: D2000 -149 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Inspection Reports Laboratory Reports Document No. 406 -407 Sets 217, 221, 223 Document Date 01/11- 01/16/01 12/05- 12/18/00 Transmittal Date 01/26/01 01/26/01 attn: Building Department attn: Richard Janke ; s } r• ;:.. .c r.T . •tt .vu � .>•, .. ":c -4'; - .�Ifc p,_ v. 'te. c /P ,401 red X Q I #. /Z.... !/i,s / !w■1. // is-t e. %P.-% 9 S /Ice4 0 /y�j e, . � ✓ 41 t. 14:-.4.. ./1 , V . 64,1... /4/. in J / %C itw.., lt 21e.e... ers. Cn X.d..•+.f G.-. 'Xi •e/✓n.ty .Geller 7 e. -s,s1 L. c,.2/i Z...,1 r. C/ o..•, c. P i..c/de.f c / f c-- , 3 /i6 //e1, �.....e.c. li -ri•' 7."c I !/. / , /.J -o , o / ee,_ r �GF 74)"..." / 44 ./�w.4-G C.. 'n -' .0.457 ro.. 0.., s. 7@ T r / Ar.r A/1•14.-N_ - 6t% /Git, 44..i 7th 4 C[G it�a 7ta r ■94jS D /ioo- 4 ,4„a.k 9 4 [.L,.l 7.t CAP ,r► Co... ?dam.. -1".ot A' 'I/ ',Ores., , 7 h - da Cc 454.1* cN I s 2 /o4...). p ,`„ s e,.,(._ — 4 /o - Y '-« DATE / CLIENT � 4hy (dip PROJECT NAME A'odvr r PROJECT NO. O9 /M -4a. - REPORT NO. ADDRESS 33 65 S /070 f � / / u.��..: /s G PERMIT NO. ./'2 oao - //5- DATE / CLIENT � 4hy (dip WEATHER r ; /ee / PAGE (induct Test Reports) /GF STRUCTURAL ENGINEITR r i+ :.av er /v6,.. AMEC PROJECT MANAGER/PHONE NO. T.1 /4.4, 90?6 - P•Zo -Y157 ARCHITECT (/ S�t•Lee ,e /C.X AMEC FIELD REPRESENTATIVFJPAGE NO. .t/,i.S•� / .. i , Y. 76e-YsY CONTRACTOR S 4 [ .O /A TYPE OF INSPECTION G1le /4y, L EW INSPECTION • RE-INSPECTION DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 amec SA PL B A NE D NUM SrZEF'!'-YR E ,7 ht a ge, ^ . (V« j;SU !�1 To the best of our knowledge, all items inspected as noted above were in general T .ves conformance with the approved plans and specifications. ❑ No ❑ Preliminary Observations ❑ Deficiency Corrected - Report No. AMEC FIELD REPRESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDI VIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc. (Rev. 11100) z 1 1 z. r4 w 6 O 0 No CO w; w =! J 1— w , Q N 0 l . W 2 ZZ F ; uj w Do O — a w o Z' = . 0 z SENT BY: ENGINEERS NORTMNEST; -- 2085254410; JAN- '` 01 11:58AII; PAGE 2/2 ENG IWriERS — NORTHWEST INC. P S. .. 4 S *9 WOODLAWN AVE. N.E. - SUITE 206 - SEATTLE. WA 08115 - (200IMS5.7500 • FAX • 0104 1234NIS JOO NAMi s@ GG I I DATE 1 JOB NO. 1ituut r 3r0( pt i-ty.fi 9 4 1 bei-r e 40(6 • • r ., 433' x••.�^'.�'+gmc9:C'i '1211 w7AtiL. �Z. eye cowl 5 NOV) S ST F,RAGf oar ft S�p�% Ro0 ¢8% (PyCc ADP bN ugVtFlt � a 3" SLnIra) 14rziE 600fuN4 M11'f' o wtditao oft O Avityst* e N ` O # t 5z ' ILO ...,, T t . - �� �" t Lt /� Tf"• - I!% J- . R, •;o>', ; L rc '" i,i Y ✓: J ,. r C9 u 1. T :' . ,��,{. �yi. -f ,8. . i A �E C- d / Se 76 / J.. .` r` : \. �� _ , 'l. ,?n { . '� ' [,�.,(�f ��C %S rq.t fir; i clad 4Z.-- s /g1 g. fr A / 9'i rQ1 ,c.re f ,/`//—/�^� .Q Lli Ie.4 4 jry i C4 A'/o'x I if.�'L° ..,7 �'! � Gf j rh 17 4--- C lti c► ql o ko AIL-4 u/lc Lao ee a /o'o/ •l'' I- � D a 71 e F Q - -- / - / -- / - / ale of 4 L € 45-14 l 4J c -- / - 4 -- ....04,4 �. el (� cfda ! ,11t �, no.A. 4 - t , -.7e 14.14 P� sl 6 . 7 C©c J �ar,�r Q 8 • PROJECT NAME .)(41 , 0/4 — TIT PROJECT NO. o —° & / 46 6 REPORT NO. 4 01 ADDRESS 3 3 55 S / c' pL . 71 /ktrn PERMIT NO. '��e, - CUs DATE / /a /e/ CLIENT �/ hie S #W/ e WEATHER PAGE (inclu des Test Reports) / r OF STRUCTURAL ENGINEER J & /A /�ZA A/ 14 AMEC PROJECT MANAGE ONE NO ANAGE ARCHITECT £ 7Evv /3L AMEC FIELD RE PRESENT IVFJPA S'R7A/14/ S. A G' � CONTRACTOR ,Q /'/ ' / (_ S 44Ey � e TYPE OF INSPECTION . 1W4y Jjf ILO, INSPECTION / p • RE -INSPECTION DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 M_P,.LE.COIE j! NEDJ(NUM8E SIzEI , tY� iy kf : yam }r 1^ . SUMMAR '7Ka'�nrt�l ;''�R��'�� "a= �.���; , r,�tJ;�f`r ,, r F r�IF�Ct�k<��� .�J��s�3.. _ To the best of our knowledge, all items inspected as noted above were in general conformance with the appro -d plans and specifications. dlld'LVrO AMEC LD REP ESENTATIVE Yes ❑ No THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANG j DING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of AMEC, Inc. '. __ X164,A!nY�d,9h.' P•, ,9!Rtl CPg4',OrtrMrrOrkgWV SIti m m+,:,, .n.r., r :tr +r• ..,.,. -,. Preliminary Observations ❑ Deficiency Corrected — Report No. REVIEWED BY amec • * i5'.J 6 ✓.�� AMEC Earth 8 Environmental, Inc. (Rev. 11/00) re L ; 00 N p W W I. —J S WO u a ` V/ a . 1_W z O -' W uj o ' U O - , W W ,. H V: 0 j 111 Z ' V CO z PROJECT NAME ��(a�Cl� — /7 t /4 �4-` , 11I C vA/ s . 7&.' cv L �sc.c �U Z . 7 Z L 14, e c b A, a? agO a i C ,, ec_kchrzi� c� 7 , l e va , L/ 9 ALP ( c p C 6 W 11/ d 7 i c Le , . ST • -c- his_, 1,0 C— tti Lu, 4 q - '4 / , A ' r ai, r»L�. ta //,e /' c-11LrP.c,) tesi_ /� L[l C�v CL AO c -v � - �c l� id CO C�,�e 4 (1.0 �e eV � # ...93 Zi_j mac' As -(6. / Lf/a%Po 1� �� ri�� � �p 6 Ze'466 t c2 y n � C� C. cff /� `l C�/ae � / 7 &Ifs L /-/ - e A /o s ' 9 eV g� [ 0 Leis 4 / // , � j. � h 7 t gI✓. /Y� S ?e C �� . 'me- �-u vi�� Y i'�G � t� C 1 e ck ;7 o R,P y .� (�1'EXc✓m -w>2•, I in../ 7.' < 29.34 4 7.'s' cam- d, „.4 av TYPE OF INSPECTION CI RE-INSPECTION N SAMPLES OBTAINED (NOJSIZE/TYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were ❑ Yes reliminary Observations in general conformance with the approved plan, and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAME ��(a�Cl� — /7 PROJECT NO. -PA - / ..S .. S'C REPORT NO. � Cl ADDRESS 3 5y S- a 0 P . 7e/4 4.8/L4 PERMIT NO. DATE /pa ° CLIENT c n /-� / SA Q r L / WEATHER PAGE (Indudes Test Reports) I OF / STRUCTURAL ENGINEER Ems/ /A / At 0/ AGRA PROJECT MANAGERIPHHONE NO. eiyi 5/.-441 / REPRESE ARCHITECT g AGRA FIELD AT1VE/PAGER NO. .=c39 - TA /4 Sr A/6/9 CONTRACTOR S 8 Cy /tie. TYPE OF INSPECTION CI RE-INSPECTION N AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 DAILY FIELD REPORT AGRA FIELD REP E NTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PEN REVIEWED BY s‘ REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.13/99) tY ili 2 . (.)0 u)o W LL w 0. g Q: = a . w z W� U (0 0 N: ILI I V U. o' il l 0 t— z Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: PRISMS - GROUTED Mix and Field Data Cast Date: 12/5/00 Placement: 8" CMU WALL @ GRID LINE 1 FROM A TO C, 2ND FLOOR. Strength (f'c): Required : 1500 psi © 28 Days Mix ID: 7036 Supplier: STONEWAY Load #: Truck #: 417 Ticket #: 178260 Plant #: Batch Size: 6 YDS Water: 20 GALS Admixture: - Time Batch Time: 9:45 Sample Time: 11:45 Finish Time: 12:00 Test Result Spec ID # ID 9431 A B C Reviewed By Distribution Date Rec'd 12/6/00 12/6/00 12/6/00 o�J Date Tested 1/2/01 1/2/01 1/2/01 Client: Yes File: Yes UBC STD. 21 -17 Age (days) 28 28 28 Remarks: REFERENCE REPORT #370, SET 217. PLEASE NOTE SLUMP IS OUT OF SPECIFIED RANGE. Nominal Specimen Size 7.6x7.7x0 7.7x7.7x0 7.7x7.7x0 Break Types -- (Cn) Cone, (CSp) Cone _Spilt, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Actual Area (sq in) January 17, 2001 0-91M-13625-0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Inspector: SATNAM SINGH Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual 9.5 71 Ambient Temp. ( °F): 60 Weather: N/A 58.27 58.38 59.04 Compressive (Ibs) 172910 171410 171670 ameco Strength Brk. Type / % of (psi) Cure Req'd 2970 2940 2910 Specs. 8 N/A N/A 50 -90 N/A 198% 196% 194% W 0Oi to W W iL • Oi • IA • D = G Z F-; W W' o N s' ;c W W': 0, Z; W u 0 Z Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: GROUT UBC STD. 2148 Mix and Field Data Cast Date: 12/13/00 Time Placement: LINE 1 FROM F.6 TO K AND TOP 4' -6" SECTION OF WALL. Strength (f'c): Required : 2000 Mix ID: 7036 Supplier: STONEWAY Load #: - Truck #: 337 Ticket #: 179532 Plant #: - Batch Size: 9.5 YDS Water: 30 GALS Admixture: - Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 9502 A B C 9:34 12:30 12:45 Date Rec'd 12/14/00 12/14/00 12/14/00 Date Age Tested (days) 12/20/00 7 1/10/01 28 1/10/01 28 Break Types -- (Cn) Cone, (CSp) Cone .Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar VI/ Reviewed By 442( Distribution Client: Yes File: Yes psi @ 28 Days Remarks: REFERENCE REPORT #382, SET 221. Nominal Specimen Size 3.9x4.1 x8 4.1x4x7.9 • 3.8x4.2x7.9 Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: January 12, 2001 0-91M-13625-0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Inspector: SATNAM SINGH Actual Slump (Inches) ASTM C -143: 9 Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): 65 Actual Area (sq in) Ambient Temp. ( °F): Weather: N/A 15.99 16.40 15.96 Compressive (Ibs) 31410 54830 51990 ameco 34 Specs. 8 N/A N/A 50 -90 N/A Strength Brk. Type/ % of (psi) Cure Req'd 1960 3340 3260 98% 167% 163% Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE Mix and Field Data Cast Date: 12/18/00 Placement: UTILITY TRENCH COVER PAD. Strength (f'c): Required : 4000 psi @ 28 Mix ID: 340141 Supplier: CADMAN Load #: Truck #: 244 Ticket #: 184002 Plant #: Batch Size: 9.5YDS Water: Admixture: Time Batch Time: 7:30 Sample Time: 8:20 Finish Time: 8:30 Test Result Spec ID # ID 9514 A B C D Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution ASTM -C39 Date Age Date Rec'd Tested (days) 12/19/00 12/26/00 7 12/19/00 1/15/01 28 12/19/00 1/15/01 28 12/19/00 Client: Yes File: Yes Days Remarks: REFERENCE REPORT #387 SET 223. PLEASE NOTE SLUMP OUT OF SPEC. Nominal Specimen Size 4x8x0 4x8x0 4x8x0 Producer: Yes Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Inspector: ABE HERNANDEZ Ambient Temp. ( °F): 40 Weather: CLOUDY Actual Area Compressive Strength Brk. Type/ % of (sq in) (ibs) (psi) Cure Req'd 12.56 70650 5620 CSP 141% 12.56 85160 6780 SH 170% 12.56 89490 7120 CSP 178% HOLD one January 16, 2001 0 -91 M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Actual 4.75" 60 Specs. 4" MAX N/A N/A 50 -90 SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports 79 -84 08/18 - 08/22/00 09/01/00 ENGINEERING GLOBAL SOLUTIONS 11335 N.E, 127 Way, Suite 100 Kirkland, Washington 98034.6918 Tel (425) 820.4889 Fax (425) 821 -3914 To: Sabey Construction 12201 Tukwila Int'I. Blvd., 4 Floor Tukwila, Washington 98168 Attn: Eric Strand Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. cc: AGRA City of Tukwila Engineers Northwest S:\WORDPROC\FIeId Document Transmittals\13000s113625-0.wpd FIELD DOCUMENT TRANSMITTAL An AMEC Company Date: September 1, 2000 Project No.: 0 -91 M- 13625 -0 Project Name: Exodus 3 Seattle Project Manager: Tim Hyden Permit No.: D2000, -14 attn: Building Department attn: Richard Janke W ; ni U o ' N 0` u) uJ 0 U. la 0 J 0) = d F - W z 1O z F- Wa 2 0 D o; ,o �'t 0 Hi; wW IV F- 111 z' U N , z Rpt No. Date lnsp Deficiency Noted Corrective Action Proposed Corrective Action Closure Date & Report No. 33 7/19/00 D.S Vertical dowels missing @ 15/A. Engineer Approved Installed epoxy dowels N/A 37 7/24/00 S.S Grade beam H/4 epoxy dowels Work performed again Repaired N/A 43 7/29/00 D.S /S.S. Ftg. /grd. beam L4 incorrect re -steel Engineer accepted as is RFI Needed 7/31/00 #44 52 8/4/00 L.E. Footing E1- change in re -steel Verbal approval from Eng. Need RFI 53 8/4/00 S.S. Undersize welds Repair- ongoing 66 8/10/00 CH /SS Periodic masonry inspection & no pre- construction prisms Mold prisms on first day of masonry Engineer approved periodic inspection N/A 75 8/16/00 D.S 1 reg. Shotcrete core Engineer must approve Sabey Construction Field Document Transmittal AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS PROJECT NAME: Exodus 3 Seattle PROJECT NUMBER: 0-91M-13625-0 S:IWORDPROC\Field Document Transmlltals I3000s%13625.0.wpd An AMEC Company DEFICIENCY LIST 0 -91 M- 13625 -0 Page 4 V w LL Q' • co ' O Z 0 Ni ',0 I p V; Or w zr 0 YZ 0 Zi',. Sabey Construction Field Document Transmittal S. \WORt)'ROC I Iuld Uocumunl Tionsnutta1513000 511 3 0 2 5.O.wpd An AMEC Company 0 -91 M- 13625 -0 Page 5 observed with #11 void 78 8/17/00 D.S A490 bolt tips burnt off at U16 floor frame. Bolts must be replaced and turn of nut required. 69 8/12/00 D.S Loose Dragstrut nuts @ 2" and 3r floor to be tightened now covered with fireproofing 43 7/29/00 D.S Insufficient splices on resteel to dowles Paperwork needed from engineer • 21 7/6/00 D.S Low grout breaks observed for pile V -7 (28 day break, 80% strength) and 11 and 12 trench trench (93% strength @ 28 days) Engineer approval needed, waiting for 56 day breaks 45 7/31/00 D.S Misaligned bolt holes ( Short beams) @ 3 floor frame S9 and S11 Engrineer RFI received, repairs not yet complete 53 8/4/00 D.S Undersized welds @ diagonal bases Repaired 55 8/5/00 D.S Flame cutting of beam web @ 2n level, lines 13 -6 to enlarge holes for bolt fitup • 74 8/15/00 D.S Use of unapproved concrete mix Need engineer's approval 83 8/23/00 SS Insufficient thickness of fireproofing _ Sabey Construction Field Document Transmittal S. \WORt)'ROC I Iuld Uocumunl Tionsnutta1513000 511 3 0 2 5.O.wpd An AMEC Company 0 -91 M- 13625 -0 Page 5 COMMENTS / 1/ elm c 7f) Go...71;A4 r~� s/1« IA % ", . .14 (G� : C o..c.r TZ /06e ...-e.. 9 t. .'tv/ r �C'41 / , 4 S L ✓ P _ (( CS 7, "fie)/C. .) , .,I ..\ 9.S rt° r_ �' 1 � �!J /C/ I ,./41,0,.... f t' r O -:.s .,G 4 ,O /CC ..re..T 4 f TIC' ; : a„ (4,;,4 „// ! '• c / / t om 7 �j v - •••4 te(/ • (y 4” f.." , 'f. r . ,/ (c/A_ s.-.e' s hr.— 5T /G✓t / %1 i G.A. c„ / 0 re f/l /OAA/- 4 de_ 1� /ie,C t.• S iec f 12, /- ../16,--.1 nke /tr.! c / .2/e 7 /12 613C. ,c /c‘e_ Cgc%t..e- .r,r.f 34' /Y/ C 3 tee, ?.c s7 7'4 •s Zk.; 4— . / /P. .L e✓ CA ;.-. c.) 1 c44 Ze.", G.-,G L�L4/ i_' Q ✓i /f' t ✓ /.... �/ie - /QG,C/ ' Q p 7 j-r? c! f 7 's $ t>, 1.- r /H . ,- t✓t'... G..".•1 /157; /157; G !//j 3i. /7ta�� 7 L rD 9.Ct' /✓-, 7,4 et --- ,. 1 or e/ ✓ )70i .T 4i: //S sir Gam' G /'.' JI= '@rc-,1 (2 t " - i f . l e . . 5-7€ S -. / . (- llp,r.4 O bW/.AI ✓Ai ;Art ep.- .7 [�/�.s «fP G✓ 7 4. - IA S S••C See- c 0 - //7 CONTRACTOR �' / AEy s/NL TYPE OF INSPECTION NEW INSPECTION 2/c ., $P,t?a4y� Fe. ❑ RE- INSPECTION SAMPLES OBTAINED (NO./SIZE/TYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were /Vies ❑ Preliminary Observations in general conformance with the approved plans)d specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAME EYtbclats -- Or PROJECT NO. d -9/0- t362s'• REPORT NO. ?9 ADDRESS 33 gs- s- '1014 PG- ?yktwo PERMIT NO. Jacv-_ l's DATE 60 --$ -eo CLIENT y � G. g WEATHER � sf C Raf / " L0- PAGE (Includes Test Reports) < OF 7 STRUCTURAL ENGINEER / E / (4/ s3 Al AGRA PROJECT MANAGER/PH NE NO. TM yy (�, ego .rio67 ARCHITECT + //��' dd S 7 YE" 9 L-# c AGRA / FIELD REP ES pil ✓, J� s, i ii,m is CONTRACTOR �' / AEy s/NL TYPE OF INSPECTION NEW INSPECTION 2/c ., $P,t?a4y� Fe. ❑ RE- INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n' Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 I AGRA FIELD REPRESENTATIVE ( REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANIP DING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6/99) p1IBMINSIBWMRSSOTPAYAMe a R[ rJU. Y.! s; FU?tryral; uxsM�,! erooynwuexrrw .w�'"4YG''�t73''an... �mwem »rn...�roasT •• , > �, DAILY FIELD REPORT tu U O' coo' w W . � LL' W g Q' Z Z I.. o • uj 2 9% -- O f- W W I- LL O ; Z ' O ff' PROJECT NAME 575 o oko .--10 PROJECT NO. 0 -4107 -1 ZSo REPORT NO. 7 ,2 AS SS -•• S - d6+40 P1- 74,� klt ol. PAGE (Indudee7eel Reports) OF 7 DATE i? '/ COMMENTS w sP r .e4-3r6 AA- -re--,e/Ai... «_____ t1tc c;o>`, 0.- y 2o- ..e-6 ,e-6 Gi,,, )21,o -zf ei L e z oure- F L :0A FeAm/A/6 GLIO Ld "iE ■Z. A /4 f L 4- / / GS 4ch..- o o eit-rmn4 'o • ? IC I C'Ck -r / e9--- S ri7E AgeSes egke- "OA Zvi /4 010c-stoke 7 - ink-6 - Qb ,vadt . e Q vl w - '1�Kt1J /��. - AX , AA & � V o r �1 / ' �� yi p i ' • ) c►u ` r ►+�e LL. a on.oC ea eN t Ct./ t 4 r -' / d Q V co-tQ, r f� iff- ,fe- 4cicn 7 S (fl .4± i" fr l1C/ rnocTi c k-4216 Mt-4 1 MO Q6 a )I .„,yr ALse L- c? m44 #4.- .0. r26 t Q %,.44 ) 4-73, Te.al -i 14.33 1 ists 0 /. ..11-7 _liz,_94),41 f l dts.;tro�.c..ct in 4nm.lGO Alt-4, _ �I _ / • AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANG PE 7 G REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19376 (Rev.&99) AGRA FIELD REPRESENTATIV DAILY FIELD REPORT (cont.) �.:P.',ti'^- �. M:" 3`.:' !b'i§5!^:iM1!itSL�: "= Y:S::c*n••� r ... r„ nxr¢z:. REVIEWED BY m,+ir.; ulre .1(111 , 1 t7R!.'pY( tfont "CO CRET� `STM C-33 J I GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 NO. ., PROJECT NAME F x c�cA Uk PROJECT NO. , � )4.n625- PAGE (includes Test Reports) 3 0E DATE I , R •1E 'V 0 ?Yin 1 ^� ■ - i_J '3 • I'2i J -" P\ 1 •, j 1 kw ,1 la FIELD DATA BATCH DATA SUPPLIER c2E c1 to TYPE OF CEMENT WEIGHTS PER YARD X11 DESIGN ACTUAL MIX NUMBER '4 ( 14 \ 1 b TICKET NUMBER \ 44 ( i CEMENT (LBS.) 242 Olt l LA tC' l TRUCK NUMBER �.. 2. CO FLY ASH (LBS.) 1 /41. ' BATCH SIZE, YD3 t .C3 COARSE AGG. (LBS.) �� it l L I l )r TOTAL PLACED 0 14 OF rC:)C DS3 COARSE AGG. (LBS.) : 3 (Ez.)h 91.7:45.4 -ric WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) 42:1-4 ) LI s () DRUM REVOLUTIONS WATER (LBS.) • ` Z - 4 0 BATCH TIME 074 ( 0 AIR ENTRAINMENT SAMPLE TIME CPl ADMIXTURE NO. 1 MQUa_ l ;T ?(` r .. J OZ_ FINISH TIME ( ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET I OF 9.) LABORATORY SET # (j 2 I5 Z (p SAMPLE LOCATION: Z..r ) Fl h() r `7 OM I T. 5 IQ a, F� DESIGN STRENGTH A oc) c PSI @ DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) .5x-712 1 \ SLUMP (ASTM C -143) AI? 1 I I 'I SPECIMEN (NOJSIZE/TYPE) _ F )0 P.. 3 1 10C S AIR CONT. (ASTM C -173/C -231) - DATE SAMPLED t; 7 ' CID 3 AMBIENT TEMP °F LfitD DATE RECEIVED T Vi.". SAMPLE TEMP (ASTM C- 1064) ° _ C' CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods if different from those Indicated •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 THIS REPORT IS CO 'DEFIED PRELIMIN This report is provided solely foo the information of our ci without written permission of AGRA Earth and Environmental, AG19378 (Rev.8&99) eenneererrAretnentrentrgiwn C 1 . M'+•..wKS.x.- xw ... «.. TEST REPORT SUBJECT TO CHAN6E_PENDING REVIEW BY OUR PROJECT MANAGER report is not intended to be transmitted to a third party by any means, except in full, •rr- .q..y..�w • rr . r. ... +..., —, . hn�.✓ tB^ YIFfw. PY4' k' S+M►'1$.�Y / SAMPLE STORAGE LOCATION AND COMMENTS , �- AG : FIELD - EPR - A REVIEWED BY •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 THIS REPORT IS CO 'DEFIED PRELIMIN This report is provided solely foo the information of our ci without written permission of AGRA Earth and Environmental, AG19378 (Rev.8&99) eenneererrAretnentrentrgiwn C 1 . M'+•..wKS.x.- xw ... «.. TEST REPORT SUBJECT TO CHAN6E_PENDING REVIEW BY OUR PROJECT MANAGER report is not intended to be transmitted to a third party by any means, except in full, •rr- .q..y..�w • rr . r. ... +..., —, . hn�.✓ tB^ YIFfw. PY4' k' S+M►'1$.�Y / , CONCRET TM C- GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJEC x . a d cs� PROJECT NO. �q iM -iaii -b PAGE(includesTestReports) y OF 7 REPORT NO.� GATE � R.∎ ?)'LJV \r 9 )7D . nn \ te , ! 9jJt pt 1 r 1��f16iI� FIELD DATA J BATCH DATA SUPPLIER e_r rlr()- TYPE OF CEMENT -L--1:1* MIX NUMBER &I() () j 4 I WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER ' 4L -1 151 CEMENT (LBS.) 4 l7"' 4 n , , TRUCK NUMBER ^C. ( FLY ASH (LBS.) \ 3 44• rot/ BATCH SIZE, YD3 ' 1 F3 COARSE AGG. (LBS.) �4 h t # 1 ( TOTAL PLACED nig,,OF3(T YDS COARSE AGG. (LBS.)3AIi 91FSIr C%p y 4 WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS FINE AGG. (LBS.) 142—i 14(DG4 4' DRUM REVOLUTIONS — WATER (LBS.) al 0 � BATCH TIME UCi5 C AIR ENTRAINMENT SAMPLE TIME 1 t.V2 0 ADMIXTURE NO. 1 W...\.� R. .� -, (17 '? _ FINISH TIME . C > ,, V ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET C OF 6 '7 LABORATORY SET # t 32) I.EC ' Lj �) 5 — SAMPLE LOCATION: '� �� � 3 — DESIGN STRENGTH A c)(> PSI @t DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) ti..-1) 2 H SLUMP (ASTM C -143) A" ± )11 15" SPECIMEN (NOJSIZE/TYPE) F 49' C le AIR CONT. (ASTM C -173/C -231) —.-- DATE SAMPLED R.■(Es.00 -) AMBIENT TEMP °F U?)' DATE RECEIVED 5r- g 9.- 00 SAMPLE TEMP (ASTM C -1064) Ff f _goo 7 46 CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate teat methods if different from those indicated AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122°° Way, Suite 100 Tel (475) 820 -4669 Kirkland, Washington 98034 Fax (4'.5) 821 -3914 \ �� THIS REPORT IS y .�., A A FIEL RIPRESENTATI _. ERED PRELIMINA - Y AND aM!dratraMrnenA M,M:Peft4T(WI♦iWeRtA+.Vn!N'fw or.,n , SAMPLE STORAGE LOCATION AND COMMENTS REVIEWED BY TEST REPORT JECT TO CHANG EJ,{ ING REVIEW BY OUR PROJECT MANAGER This report is provided so fo the information of our c This r =port is not intended to be transmitted to a third party by any means, except in full, without written permission of GRA Earth and Environmental, Inc. A619378 (Rev.699) z W . coo cow F—: u- W LL< N d W H 2o . V 0 co 0 H: • u H 0 � LL Iii O �[ Z CONCRETE ��ASTM GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 REPORT NO. 7i PROJECT NAME -ko�s PROJECT NO. u-Q i M -1 2 -a 6: n (� l I 'B. 1 LV �l• Ukwk a PAGE (Includes Test Report 5 OF / DATE g 1 2:0,Un L/ FIELD DATA BATCH DATA SUPPLIER 0_6 CI Man TYPE OF CEMENT —r-- f -� MIX NUMBER ?>A0 1 4 1 WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER 14495 -Z J CEMENT (LBS.) z-t eC > . 4 !� TRUCK NUMBER 22 ( FLY ASH (LBS.) ) t I 14' BATCH SIZE, YID' e ! COARSE AGG. (LBS.% is 1 u ( D2 1 V✓ TOTAL PLACED !OF' YDS COARSE AGG. (LBS.) ' 011914$ 9B4 . 1 WATER ADDED, GALS. N COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. (x /`-' FINE AGG. (LBS.) 1 ' 1 1 t' 1 DRUM REVOLUTIONS WATER (LBS.) 74 (�.t 2G10 BATCH TIME 1 1 1 AIR ENTRAINMENT SAMPLE TIME 1 1 ADMIXTURE NO. 1‘42:w P, ,�, 2 UL a? CYZ_ FINISH TIME ( 2-C 3 ADMIXTURE NO. 2T SAMPLE AND TEST DATA SAMPLE SET S OF 2) LABORATORY SET # 1 I.D. # 4101 SAMPLE LOCATION: ."--(11-‘,.....k T=1, . r• -= 01\..) ( )PSI ®?LC. DAYS 1)' t r ; c P DESIGN STRENGTH 4a 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 'oil ?S 14 SLUMP (ASTM C -143) 4 It � t „ r-& u SPECIMEN (NO/SIZE/TYPE) f fla� f .4x52. " p( G IB AIR CONT. (ASTM C -173/C -231) DATE SAMPLED R i � L,, . J AMBIENT TEMP °F U DATE RECEIVED SAMPLE TEMP (ASTM C -1064) �(-)' _i (> i `1 ,a CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate teat methods If different from those indicated ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821.3914 AG RA THIS REPORT IS This report is provided sol without written permission of AG19378 (Rov.6/99) TEST REPORT ED PRELIMIN RY AN a UBJECT TO CHAN PEN ING REVIEW BY OUR PROJECT MANAGER information of our • ent. This :port is not intended to be transmitted to a third party by any means, except in full, Earth and Environmen • , rw(I41 " Tsar.. z 0 to 0 W W W 0 : gQ d . F 1- 0 z 1— W uj 3 p; 0 0 92 0 I— W W O LII — 1"- t- Z SAMPLE STORAGE LOCATION AND COMMENTS �- A s - . FIELD RE RESENTA - REVIEWED BY ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821.3914 AG RA THIS REPORT IS This report is provided sol without written permission of AG19378 (Rov.6/99) TEST REPORT ED PRELIMIN RY AN a UBJECT TO CHAN PEN ING REVIEW BY OUR PROJECT MANAGER information of our • ent. This :port is not intended to be transmitted to a third party by any means, except in full, Earth and Environmen • , rw(I41 " Tsar.. z 0 to 0 W W W 0 : gQ d . F 1- 0 z 1— W uj 3 p; 0 0 92 0 I— W W O LII — 1"- t- Z Location Meets Code Fails Code 1 2 3 4 ® 5 . ' 6 7//��,, / M 9 10 11 0 12 * rzwit P — C2 e• q'l j i4 -1r 3/ 1 1 /4 'fi r 16 1 @' P 16 -'S � _ ' X1 /2 ' ;!'r ti 1 Z Ii/i. i i -is, ✓ 3 /y , 1 3 4 . 1 'b. 1 "�' 3 3 V _ 9/4 I ''3 44/ I I l /4 1 Qa on Ai j i' 7L/4/ j/. / 1% I y I t, 1 ly 14 € mi --../y • • Earth & Environmer"al 6 " 72 PROJECT NAME: F_')(D - ZIT INSPECTED BY: S441.4r rrrvi �1 / c ,/ P ROJECT f: c�. 91/'N- / 2 S FRAMING LEVEL OR GRID AREA: I 160 1/✓ 1: 1 1S/ t9 -N PERMIT I: i)20. - / /S *Thickness Required. f 2 / 4 / '4 C:\WPDATA\FIRDRF6.MTR DATA SHEET FOR THICKNESS OF MATERIAL 0 BEAM OR COWMN 416,2 A aytai t Poi? au • T- �kYt�PriYa�Y, S' S4. R+l Rwkt�i.! "+r"!9'.gt�n+wrrr- srxaar tin rwnt7nrann .�r,........ «...., Environments, Inc. 11335 NE 122nd Way Suite 100 KUidand, Washington U.S.A. 98034 -6918 Tel (206) 8201669 Fax (206) 821 -3914 DATE: 1 • •AGRA Earth & Environmental Location Meets Code Fails Code 1 2 3 4 ® 5 .• 6 7 � 8 9 10 11 12 e. nr/ /3--14 ✓ 14 L y l Z [4 L L 1 $ t I 4, Iii i -IU IL I I t i8 117 I �• lqii, _ I i a 3 U V !� I I S �f'�, � r/ _ 1 I� 1 i it i �' tf►y �• . )e t•y.I 4 i 3 1!v • , q . tS v--- - /A. � J '0... ' I I - t. k I J I e 1 . 1 f 4y �` I 1 M v 1•l /g 1 % l I� 1 I I4 O. L- t i tk 14 iiii J 'ff i 1 / y , / �/ L M i L � � _ _ r F. 3 l � - l t/ I 7/8 I 1 t?/ I >=.c�P 1/g I 1 I t • ( PROJECT NAME: Exo dud •- J 7 INSPECTED BY: Q A ,jir : G I` FRAMING LEVEL OR GRID AREA: n'1o1 crb✓ ova iiy7 r4go... C: \WDATA \FIREPRF6.HTR Earth & Environmental P& DATA SHEET FOR THICKNESS OF MATERIAL ON BEAM OR COLUMN -; *Thickness Required. / � q'� / %i • • NAK1H4tSi+MR.' ffifMi2f1+16t MAW 17k M1!M1:rw±•71!4•.•.a^�;ton p;,.S • DATE: PROJECT f: a_ ',s,_ /3jzS -e PERMIT 1: 2- erac - E nn of m ntal, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Tel (208) 820-4669 Fax (206) 821 -3914 O A G R A Earth & Environmental • z re W U O; rn o; W J W 0 _a z uJ • CI U 0 N . I— CJ V L o i W O N F- I Z COMMENTS e r 1 L7.7 sele. w q t 1 e-il u, �;� 73sQ' 'PJ ICI c:71 vo.6.6 C tQ_ 7 l' # // 2,, tucdsze 41• / &4Q _ 6 , e i).7( 4. aol 1 1..2 14//. T/ hly _ 1 To mot' - --f er ca ; c.Y4 • r /I g "oa D 4 r cn9- Le Q-512- E S,?a) *as. h �� L 4ap FP' /.J '�'L A.A. .- 1Sa I� e 1 t 4cle L-u R erete ,,1, r-yvi / , ' / '^ , CLIENT l WEATHER C 1 A0I- G _//�� 4'-rJ PAGE (includes TestRepons/ 2 OF ) STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. --m 44,444, SAMPLES OBTAINED (NO./SIZE/TYPE) AGRA FIELD REPRESEN ATIIVVE/PAGER NO. 4 .. Z qA � s< / I SUMMARY To the best of our knowledge, all items inspected as noted above were es ❑ Preliminary Observations in conformance with the plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. general yproved PROJECT NAME EX f) Gett6 '''''' 5-* PROJECT NO. 6 ■ ''' 49%,,S REPORT NO. go ADDRESS 3 3 55 -- 1.9e1 Pt . Tuk1.�1 I4- PERMIT NO. 7) —1 ' 9 DATE 6 CLIENT WEATHER C 1 A0I- G _//�� 4'-rJ PAGE (includes TestRepons/ 2 OF ) STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. --m 44,444, ARCHITECT AGRA FIELD REPRESEN ATIIVVE/PAGER NO. 4 .. Z qA � s< / I CONTRACTOR /^ S �V4 ^ � LI� TYPE OF INSPECTION PECTION r07t y(3�i� ❑ RE-INSPECTION • AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 "� ►— !ELI - EPRESE TIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. A019372 (Rev.6/99) C. v nn�o�..maw�.nw.rxwF•�.•W.,. .,� -• IP 'V DAILY FIELD REPORT REVIEWED BY ;.a. +rxroaw+ttnar.:cmcm�=: +rrwuam: z 9 c0 0 N O. W = J UJ O g � I— _ ? WO ui v � 0 S' 0 I- W W . 2 � U 0 O : Z _. COMMENTS r f .MGR$ o•A/ Sr -z i r4 SPo4y�C_ ��,PE 4G ti • T , r1 i Aaa S S LZ�e i 9,17,d- �D.cc 7i6 U � �� e._ /0 II h rt 11 l , o ? CIAI D LrAI G ‹. I 1 1 � I (o ,a . EP_E'c Teo' / ,STR U [ U2 R-1 . S.0 Ez .<<rs 13e ,,,,is 4 TS Csktlam an4 w a3i.e co- & V ow 4-49 iellf q ou-- 3)4L 7 my , v , .4Lsc od .C42.4. 4-7,....L. 7 .4 . tth. Coc,a71eQlta atA L? da -Ckti tcris , AtLSG abs o4.07.1- ) c'kea, c57._. SPA `aQ ,ea.th 7i 't,� =Yltu� de-cell-C./0-k- 0 4 - Vo�- -er �,i°ir q.Q � ^, fi c V 10 69 h' ,tC ,Z7O � d v cal S V2,0� o t ,r 44:4 ft dLt f I ' J L 12 2 /_ r At E S . C a eildongt 01142 7 I / ; sit , ed 4 s‘ to' c.cT67. q us t 1" oahst v..1124 etho . r;. , .ode .. f et le- j ia_c i ‘ Ct-II;LAte_o_ AGRA PROJECT MANAGER/PHONE NO. 7j/1f A944 (u 2$/ s90 -Y P f ' 1 cscstak_ .41 , - . • . _..■i3 AGRA FIELD REPRESENTATIVE/PAGER NO. .4',4 eis, Si A/49 SAMPLES OBTAINED (NOJSIZEITYPE) I S oaey hie. SUMMARY To the best of our knowledge, all items inspected as noted above were ❑ Yes Iminary in general conformance with the approved plans and specifications. 0 No ❑ Deficiency Corrected Observations - Report No. PROJECT NAME E,(0OW — �I1 PROJECT / �� ZS -a REPORT NO. Si 8 ADDRESS a3 SS '• .S — 1plo PL._ T ukwlid)- PERMIT NO. -.1 *roe -- PS DATE a -/9- cam CLIENT /', 0.teg (� Lae WEATHER ' �1 / glJ o{l e PAGE (includes Test Reports) / OF 2. STRUCTURAL ENGINEER ENgmie -s-iPS A / 6i/ AGRA PROJECT MANAGER/PHONE NO. 7j/1f A944 (u 2$/ s90 -Y P ARCHITECT Sre VS BL.tck AGRA FIELD REPRESENTATIVE/PAGER NO. .4',4 eis, Si A/49 CONTRACTOR S oaey hie. TYPE OF INSPECTION ,�/� XNEW INSPECTION SPRAT FP t ro )ey /is-Act-to RE- INSPECTION •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122rd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT GRA FIELD REPREKENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.699) U 0. to 0 w� � iJL w � ga tn D ' 0 H_ w w . U Z 0 N , F- H' z PROJECT NAME PROJECT NO. 0 -q /of- of n Si. REPORT NO. 4F / oltia --.122 --.122 a s �.7 £ -dote PL , 741 w/14 arl- . PAGE (IndudsaTiat OF 7. - DATE a / q ..e, AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n 0 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT (cont.) COMMENTS V .gspa- t am, aid ca. t 1 n>Q-iga LI 7-'° leztqcf • itokfkavca e NosiL. /J AGRA FIELD REPRESENTATIV1 REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19376 (Rev.699) COMMENTS /�C 1 tat., s ;14 76 co ., �., ,,te iNs� c.10 .` aT ! .1,,,c. .7 r, /S r c (rair4 f'..3 •- 'it, /7. ir`, e;.-1 z..JP 7/',4 g C €,.., e.// 0 S l`;' /�QevJ rt iHS�i'c '�• •ah 9S /t�'t-c !-1- 4S, Ai-i—S crl 1 r 11 e.4/e : / ✓ 5 + ? E'r<e_T .S CV/.t"r./ e.,,,ry,,,-.,cj, 7/;.h /2-Z 7 be.7G✓P.P-, , —1- s.s r 3 . j T /,„s _ Gt./ k_ is 5 !..,_,„ mot." -� Ta lc, 5� r+„ �c r-�9., c • r 17 7 e- refP__ e J1e.,/ t r T /4 -1,......e. �C:,./l .stir et 'l e ..... .. / f'��irec i /4'I'IV or 6...c i(/.'/ c >L 3/..e, t�a. /6 R - A8 r, �•,- -c ! (.. /c ..7 S X /l � •. • G✓e ( C .3. .1‘ 4/ / l c / Le ,--t C 0 ..- / f C -- Ste / r �f (f p 0C' y / kri �c/r � h G � P� co ... t ir P Y r y / �0. o G✓e /= -� . 9 / 2 4'4 e� c J ;. .. . • / 6 r r c • . :, s �t�,F'/it e„ // i+ s�'e ‘ � e'-f CI / i 14 ,-A. o`U+2rvc /c..,/r1 ,-, to..,C... - C -. 4V... A.•• : "c6L tin e Cf. 7'? � /i.) ^ S . ■461M /C(:i d ( 'f/ 7;:-.5-,,,,,, s-ooiO so/z S-i C // . ' G ✓e! /tf c` ,ter,,,, 2 /6 / e Cse ,, Rrlce: /t-c� PAGE (includes Test Reports) / OF SAMPLES OBTAINED (NOJSIZE!TYPE) N4 SUMMARY To the best of our knowledge, all items inspected as noted above were ,Yes "Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. ■ PROJECT NAME xc "(IL "(IL ... PROJECT NO. 02/A4-/36,23---0 REPORT NO. ems 7•? ADDRESS 3355 5 /2ea i I /U,E�.., . G4/A PERMIT NO. •�„, - - 1/5 DATE 8- I.00 ,, CLIENT � �` "t2 WEATHER (, /�� -7C S PAGE (includes Test Reports) / OF STRUCTURALENGI _r .2v; _/./(4./ AGRA PROJECT MANAGER/PHONE NO. / ,... ,4-- yL -Zw -s ARCHITECT <' J - tete. Pt,.k AGRA FIELD EPRESENTATIVE/PAGERNO. ,.;:r 4,.,./v, Sf...�, S.•., CONTRACTOR / 53 (. 4 ,0" ( , TOP° TYPE OF INSPECTION L ^: NEW INSPECTION SS �e/cf , r�'rCpl'. ❑ RE•INSPECTON AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 AURA FIELD REPRESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except .n full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. 6/99) DAILY FIELD REPORT REVIEWED BY c\ U 0 1` N 0 w J N LL WO = • d W 1 • tu D Q' 0 N 0 F- = W v U. • I— Z ' U cn O� Z PROJECT NAME ito�uo - N KIWA yED P46- P, 4t MA -76,', : • �2�2 via- 4 off Qit- ue► 6 ! AildI 7-Ickg icr nr 4Q s''Q mroextko (M 4) @ 3 rya PROJECT NO. o - - i3d2s -0 REPORT NO. ' 2 rr � ( NI eita uie etAd2 , 1x-440 it cS t ti j qiret, QolPL. 335s �' -',a1` RL . -71 40655 Lay/ OF '17 epo DATE el 2 t 1 G) COMMENTS KIWA yED P46- P, 4t MA -76,', : • �2�2 via- 4 off Qit- ue► 6 ! AildI 7-Ickg icr nr 4Q s''Q mroextko (M 4) @ 3 rya Ca/ J 4Qes:, apm GL CS 4 h /Z/G /!c' / . �LTLk �sd47C -Q_ rr � ( NI eita uie etAd2 , 1x-440 it cS t ti j qiret, QolPL. cle � / `fir � � �nf-. �+ �tl,�.. • D _ , ,'t �.q.l'aYY�� tR� 0 �! L 6 Q1C7t -./6 w' W 4- enwi !1 °Y1■Q- 0.--1 Q`ttQe t f6 Rt v+, , Q A * V Et � S/ I` AT, tiH 4 "413 ki i) CO c'ML04.t( i1 Q )a f cll Q. � � J�-� � A ES Ca t It C 5 . :Q (1 !¢A p. J 4 ALAA+ ell( 0CX4k46 0U --`P a-G-. aU/) 01 ca CI.Lunk�s�4 r 9r aJ�a4ta 4)- 7,1' 0- P r te,, 1,02 r v 4 _ail e¢.et ' ._•-e q. t a ow AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"" Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 AGRA FIELD RERESENT THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANG PEN ' NG REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended t• be tr. smitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19376 (Rev.899) . ien r , waw.e* , % w,eta �kritre*w.rnsn.•r++rrmv+Cp DAILY FIELD REPORT (cont.) REVIEWED BY re a U O coo LIJ CO tL 52 Q Z z1 Lu O N ' 0 1-- ww Z 111 an O ` 4 LIN 6. a I, . r Location Meets Code Fails Code 1 2 3 4 (0 5 • 6 7 W 8 ® 9 10 11 Q 12 , ) . LLC 2.-+3 r/ . t 1 4 1I/ 9 t ►L, 11/1- ' P , �.� V � t Ili 1 U/ ( 1 34 13 -14 1 1 ki t t I I II 14E- 1 i(L- 1 /4 - Q n1 - P i i t ty Ili? 1 1 4 1749 -‘41 t, -11 it 0 t t - t 1 '$1 t? f l% P: 5, l r +,, t .�; r 1 r-!_, 1 V S -� vi • • 1 g (� ti-r I4 ( 3 /g 1 / lam 1\1,6, � (_ _14 t% . 13% t t • r r N- sy -4 s Or ( 14 t ( It r Ri , 5.4 ti - r ► (14, I I i 3 4 1 1/2 P . 1 . 4 " 1 - V if t;',, 1 'j . I I kt 1 M/ c44 ✓ / �c� f ^ t I t kb 11'1 1 1 1546 I J 6 l�_IP1� I' /d • I C IV I C - � l� - ►. , 1� ' I , f 1Y I z 1 1- I f /, 14° - ti.. Y . .1 l k (& .1.4.14-..,_ l! Earth & Environmer �l ROJECT NAME: F) gb10 - DATE: c g ( 0v NSPECTED BY: SW-map' CIA/ 0 PROJECT /: a:qi�- /3G'yS -o c�� RAMING LEVEL OR GRID AREA: ,Rt ryvy Q PERMIT !: 90.7. , - //S ' 3earA rzy 4 DATA SHEET FOR THICKNESS OF E RIAL ON BEAM OR COLUMN Thickness Required. : WPDATA\FIkt?RF6.1116 11 • • pelf Environments% inc. 11335 NE 122nd Way Suite 100 . Kirkland. Washington U.SA 960344916 Tel (206) 820-4669 Fax (206) 821.3914 OAGRA Earth & Environmental t? V v i COMMENTS PC TA fl2) orcnite, �` IsQa�t✓ -P d � �- r CC\r m\Q r1 fr. 1 nc6ct.+2.cl a 11Y__r k-) . 1R r.4 )r .QSJt .t .0 FCP. & e- ?- 7 LC)0 &eah01\IY?kr3t8Q?(^.k- Sl-nm "P 11 nP. �` q r 1-0 i 1 N1 :2 .-17-) :r a F.j M :?..rc rn cA F fc •. 11 E J ) M . D 7rc , lb ? b 11. ICI 1 rpi r‘c-C)rCC ' (. .N 1 k W;re_. rr\e h 1 S v-: ‘C 1 PA iCr k( rrF 4._ c Nc L ck ri.,7- t1J L\;\-. -Ors (l S i l-- iv MC-•\ i -lf \1> -,:>C- - --A)Nr ,.k._kc r.Ci),C,pt:' i •ocnrt I'1,_s . cnNtt); lr•rN t c_. -, 1 i . Cc >rc cu e. 1 -m rInC ?d - VA A 1 i S _.r∎t\'\ c \ 1f`.Q_ I.cl) -- c 1.. F U P, E c> c \r la:); \ire_ -% : _ 4: '. rc∎ X fc) 4 \ STRUCTURALENGINEE J k=rrr no. 0 1 1 ^I:-,c r=- ")riot' -1 u r\ 4- lc' - 1ci7t % C'. 9C1L -‘4- c - 1 .^ r` Ph • . c-• .- . • ^ /Th cl r 41) `=-e:t0 1 k . . F u I nc F t-1, c1c - )LQ211 I �.�:,\ V - \1P c i� t P r c&E. C' 'l1 (.. pox � L 'CU ' lr�r �� -•: : L�n� � 1 �rc�m C=am. 1 �t'� 1� .�, �c.lp.� c i�u�fi� .�n�1 \;.s'� ��m , PROJECT NAME 1 — rr� PROJECT NO. REPORT NO. ADDRESS ��� .1 P \ Pl. "('t`)kuotic1, PERMIT NO. QZOL)t 11�3 DATE 22. -C)G CLIENT ) � .1C ■0.(: WEATHER C lP3 r PAGE (includes Test Reports) y 1 OF RI / STRUCTURALENGINEE J k=rrr no. 0 1 1 AGRAPROJECTMANAGER/PHONENO. Tit NUdlp( E5c1) ` 1 l..01.A ARCHITECT �) �� /\ Ca (� 1 7 AGRA FIELD ] REPRES €NT TIVE/PAGER NO. 1 T r lr _v CONTRACTOR A C-• `r 0 TYp �� F INIPEC(ION t_ ❑ RE-INSPECTION IN AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT SAMPLES OBTAINED (NO./SIZE/TYPE) I `-\X c.4 SUMMARY ❑ Preliminary Observations ❑ Deficiency Corrected – Report No. To the best of our knowledge, all items inspected as noted above were Y in general conformance w h the approved plans and specifications. ❑ No ( r AGRA IELD REPRESENT E REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHAN � ' r NDIN r REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6RJ9) COMMENTS � � ` r ( , \ - - , i ce 6 6 ( : ) ..),- ` \PF N U 3 \ - c_r i- 1, ct '&:)t-. \-}, 0 I \ \ t -. \ -i■ 1 --) 1a 1re;--, i) A c‘t x w 1inee-r r .1%3A.\ A 1F-A" )1F-r.P > - kpi4 - . oCe ( C IcrrLf> > \ 10 A .-IC) t _ kD4 CA- PCI ` 1 kYY>t k>) PA c\ 1 t AIC1 C' \c_ �7P ccC AC r - 01 SIN cr �cknnrP k R pp r`OVP o\c r a � Lt d- Sfi:1_ 161 . £ c\rss REPORT NO. PAGE (indudesTestReports DATE -.'"1� ���� PROJECT NAME r -)(n c\ t )sue PROJECT NO. ()- qw..«7 .. `_ REPORT NO. PAGE (indudesTestReports DATE -.'"1� ���� S �7/'� •G_ `/ �.T.� • C�....•' • t 71.i k.1 1V 1 1 c� OF 5 7 • 22 • \) •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AG19376 (Rea/99) AGRA FIELD REPRESENTATIVE DAILY FIELD REPORT (cont.) a/IAl 1 REVIEWEDBY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE P REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. COMMENTS // SPQ4y , f�cid �,¢E P,e�� ; nb< vePL gence A .2-4 WA e IA, 4 -i yew 7, -(2-22 �Qs�a c Z 'e �� r �'u o ewe kc a (Mt- dj S e)- doe .71erahe (v / r� 4250 L/ �o a ` 1 " /L/ ' l /! A� 01 X4.30 4�s,k_ �Sv.-x L IIII... _ • i " 6q9-3•14 4- ,- c-Y b r2 J 7 CjlntQ*9c Ce, M Taa- etaki✓ (Ol2JJ c71 oil,' cr ehrt L_ ( Af 2A ° ti ae-e gGreZe cS)- .2{e Ca ,l/e... .rte A it , A itrA b� w�.ea a ciecxa.0 , A15.., ois.a.e /Som,,,ja c % 4 A7-Q-424 ( 4 9 (ANA.. Vvasr -1Ag" YV /,() eV k (.t) cs.4 fr n 9 7.40 e Lns, 16.7C4 12.!' u h., 6z is /./ rl ES , A+ w ,Co Ccdr e,,, ! LI. £ %& / .5ornuQ 'c Q B-eJl r 4,0,,,,„ 6,2,m/, q,,,a, G, aQ.t 0 1 k ?; al Lth' -k 141ez Lu / bo1c/ L P PROJECT NAME e3e6C — PROJECT NO. °-9 /m /36 - G REPORT NO. 8 3..3sss S- /ode N. - Le/ Cht PAGE (IndudesTest Repons) 3 t OF GATE 8/ 3A • AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT (cont.) I REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHAN 1 - e ING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AGRA FIELD REPRES NTATIVE AG19376 (Rev.6199) p iNeMPAORMINIONMemmv.matomorotex1WernfterAfrommtvqmwrImmtztm w.z:rass:u 914M1/4, '.G? 7 C/ 1 ff5�Y1 + ,�a:: 1 M kEp!:."}+71 ^ .polyM4r.,r . ¢ TM C -3 GROUT ASTM C -1019 MORTAR (TYPE ) ASTM C -780 CMU (TYPE ) ASTM C -140 PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER PROJECT NAME E C1 d t '."-ITT, PROJECT NO. V a \N-`N >ir,3 - C) REPORT NO. V',.) C PAGE Ind s Test Report I ✓. OF . DATE \ `� tf1 1 ilk_ 0. a • FIELD DATA BATCH DATA SUPPLIER C Fj18 T,� TYPE OF CEMENT /% 7i_ MIX NUMBER -':),4 C. 1 4 I WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER ' 6' \ CEMENT (LBS.) U >2 (j# Z:'1,c -A-1 TRUCK NUMBER \ 4P FLY ASH (LBS.) 1 r'7 P 1 ri-�J � `- BATCH SIZE, YD' 9 5 COARSE AGG. (LBS.) f% l 0 > 1 TOTAL PLACED `) OF1 )YDS COARSE AGG. (LBS.) ¢ q"-t OtnF2)4 WATER ADDED, GALS. xJ COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. � FINE AGG. (LBS.) iii 2.1 4 ' 150 DRUM REVOLUTIONS ^ WATER (LBS.) ? A k ) 1 BATCH TIME \ re'A (') AIR ENTRAINMENT SAMPLE TIME 1 ' 7j t5- ADMIXTURE NO. 11 \z\ a ) 02 _ !" FINISH TIME \ r t%( j ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET l OF I LABORATORY SET # ' F� I. # J SAMPLE LOCATION: ¶5rr �l c'(' r f' . 1.1 L►nQ t 1( S DESIGN STRENGTH 4 bt-)(-) PSI ®•;>Q, DAYS ''- ,, 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 5:7/21,-4911-4 SLUMP (ASTM C -143) 4 h ± 1 I " SPECIMEN (NOJSIZE!TYPE) �-1 x� ,ti F J �� S AIR CONT. (ASTM C- 173/C- 231) --- — DATE SAMPLED l r� � \ AMBIENT TEMP. °F 7154 DATE RECEIVED tf 2 3 - QU SAMPLE TEMP. (ASTM C -1064) F-. s _ C 64 --1 o CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods If different from those Indleatad AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT SAMPLE STORAGE LOCATION AND COMMENTS FIELD RE" "E A VE THIS REPORT IS CONSI ED PRELIMINARY AND SUBJ • T TO CHA GE P NDING REVIEW BY OUR PROJECT MANAGER This report is provided solely th • information of o client. This report s not intended to be transmitted to a third party by any means, except in full, without written permission of AG Earth and Environme I, lac. AG19378 (Rev. 6/99) .. w............ ,...r, r.:�.,.�nyw: SY,I;Y�'F'+vA+D t.!5W!Y4p✓�M+!r�rq<:w«...,..� COMMENTS t°,6 s,, A-S ,iZ 4 eS¢. f.�s fie. doe s £ .( �,eoA.. G Jau 5 - 0A-15 /cam 8 -iG e -/7 L 4-S T 4. S /F/e./4 c- Sf2ed. 14205 IA/53 cLtD �ao b e Co God.,- -7././s . A..e._ ci+ S 2 e t L.Z Sit e, T' A Z /V 0 !{.GV ,O / S JR -e /MS 3 4 4 !,J 4" 5 .D/ M „cf2S/OA1/42r eon Co/ �. v. /L• • /4 e-cbL o4/ -S . 77� eS l 141-6 V4 z. COGS 4 2 4-c.c.., (7 7F..�,� . / / c rA-/E6e S 4/4) AGRA PROJECT MAI / M Ffy .othJ ARCHITECT STEv6 3L4 c-C AGRA FIELD REPRESENTATIV AGER NO. is e-7 A. a /ini6 CONTRACTOR S4869, 74 Z TYPE OF INSPECTION 'NEW INSPECTION SNccre2E ► ❑ RE•INSPECTION SAMPLES OBTAINED (NO ZE/TYPE) SUMMARY To the best of our k wledge, all items insected as noted above were Yes in general co nce with to ipprove plans and specifications. No nes ❑ Preliminary Observations ❑ Deficiency Corrected - Report No. PROJECT NAME t�ovk S -Zr PROJECT NO. 0- 9,M - /3G2 S-o REPORT NO. - Fl � DATE i- 2 2 - Zbolp ADDRESS 3355- $. / 20/,0 (.. — /t„r6.)i(....,o 04 PERMIT NO. D200o - /ta CLIENT 5,�, -' / WEATHER /�_ C e / /C. IA,J PAGE( includes Test Reports) PAGE / OF STRUCTURAL ENGINEER / c rA-/E6e S 4/4) AGRA PROJECT MAI / M Ffy .othJ ARCHITECT STEv6 3L4 c-C AGRA FIELD REPRESENTATIV AGER NO. is e-7 A. a /ini6 CONTRACTOR S4869, 74 Z TYPE OF INSPECTION 'NEW INSPECTION SNccre2E ► ❑ RE•INSPECTION • AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821-3914 AGRA FIELD REPRE$E . NTATIVE DAILY FIELD REPORT THIS REPORT IS CONSIDERED PRIJ..IMINARY AND SUBJECT TO CHANGE PENDING REVI OUR PROJECT This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by an" without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6/99) December 4, 2000 0 -91 M- 13625 -0 Sabey Construction, Inc. 12201 Tukwila International Blvd., Fourth Floor Seattle, Washington 98168 -5121 Attention: Mr. Mark Velasquez Dear Mr. Velasquez: AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Kirkland, Washington USA 98034 Tel (425) 820 -4669 Fax (425) 821 -3914 www.amec.com 1. Concrete Reinforcement; 2. Concrete Placement; 3. Grout Placement (auger -cast piles); and 4. Epoxied Anchors /Dowels; ameco DEC 0 0 2000 COMMUN DEVELOPMENT Subject: Final Summary of Special Inspections and Materials Testing Building Permit 149,,ir Foundation Phase E xodus Building Tukwila, Washington P: 206-277-5204 F: 206 - 281 -0920 AMEC Earth & Environmental, Inc. (AMEC) respectfully submits this letter as our final summary of special inspections for the above - referenced project. AMEC performed inspections as requested and scheduled by representatives of your firm beginning on June 12, 2000. We are continuing to provide inspection services on this project for construction activities associated with other permit numbers. Details of these inspections are contained in our Daily Field Reports, copies of which have been previously distributed. Our Daily Field Reports and associated reports for laboratory testing form the basis for this final summary of our inspections. In accordance with the Uniform Building Code and project requirements, AMEC performed inspections for the following: 11KIRKLAND _MAIN1vOL11SHAREMORDPROQ Projects113000M13725 Madrona Investment Group\Final Summary Letter.doc U U) cn Uf w 0 g -I CO 3 tu o z r~, 3 °` O N O H, . w P" - w z '; o z Sabey Construction, Inc. December 4, 2000 In our opinion, the work inspected as referenced in our daily field reports was performed in general conformance with the approved plans and changes approved by the structural engineer. If you have questions or desire additional information, please call at your convenience. Sincerely, AMEC Earth & Environmental, Inc. Timothy Associa Ken S. Sahi, P.E. Associate TRH /KSS /cc Distribution: Sabey Construction Engineers Northwest City of Tukwila EXPIRES 12/18/ 4.1 ameco Attn: Mark Velasquez Attn: Richard Janke Attn: Building Department 0 -91M- 13725 -A Page 2 \\KIRKLAND_ MAIN \VOL1\ SHARED \WORDPROC_ Projects \13000s \13725 Madrona Investment Group\FInal Summary Letler.doc • December 1, 2000 E- 2579 -34 Sabey Corporation 12201 Tukwila International Boulevard Fourth Floor Seattle, Washington 98168 -5121 Attention: Mr. Mark Velasquez Subject: Reference: Dear Mr. Velasquez: Final Letter Exodus 111 Permit .#,D2 Foundations and Footings East Marginal Way Tukwila, Washington Earth Consultants, Inc. Augercast Pile Recommendations E- 2579 -34, dated June 7, 2000 Earth Consultants Inc. Geol rchniral Engineers. Geologists R Environmental Sr irnttsts In accordance with your request, Earth Consultants, Inc. (ECI) observed the installation of augercast piles and the preparation of foundation soil for the Exodus III site. The augercast pile installation was observed by an ECI field representative on a full -time basis during July, August, and September of 2000. Several additional piles were also observed during October of 2000. The eighteen (18) inch diameter augercast piles were installed to depths of approximately twenty -five (25) to forty -five (45) feet. h .., Based on our observations, the augercast piles achieved the recommended minimum five feet of embedment into the bearing strata. In our opinion, based on our observations, the augercast piles were installed in accordance with our geotechnical recommendations contained in the referenced letter, and should provide the recommended capacities. 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643-3780 FAX (425) 746-0860 Toll Free (888) 739-6670 Ci�.ti&.:k�. �::. a.: � 'u'wr.'aL•QiL'.i . x!n" ".“41M Sabey Corporation December 1, 2000 We trust this information meets your current needs. If you have any questions or need additional information, please contact us. Sincerely, E moA Project M RAC /jm4gXPIRES I 2 4 i/ 2cc 1 2.11 ioc, Earth Consultants, Inc. E- 2579 -34 Page 2 U• C.) Q ca W J ii.; W 0 a en W r z ` z 1-1 V O{ o IL. Pi O , June 7, 2000 Revised June 9, 2000 E- 2579 -34 Sabey Corporation 12201 Tukwila International Blvd., Fourth Floor Seattle, Washington 98168 -5121 Attention: Mr. Doug Gardner Subject: Reference: Augercast Pile Recommendations Exodus @ Intergate East South 124"' Street and 35 Avenue South Seattle, Washington Earth Consultants, Inc. Geotechnical Engineering Study E- 2579 -13 dated September 23, 1988 Dear Doug: This letter presents our recommendations for the remodel of the existing 60 -foot high single story building. The building was previously designated as Building E in the East Marginal Way Corporate Park. Earth Consultants, Inc. (ECI) previously prepared the referenced geotechnical engineering study for the construction of the building and provided construction monitoring services for the installation of the piles and foundations for the existing building. We understand the proposed remodel will include adding floor slabs and other improvements to the building. The improvements will include new augercast piles to support additional loading on the building. The loads on the piles vary based on location. In general, axial loads on the piles are on the order of seventy (70) tons with uplift loads varying from three tons up to seventy (70) tons. The following design values may be used for the augercast piles: Diameter Length 18 inch 25 feet 18 inch 35 feet 18 inch 45 feet 24 inch 25 feet 24 inch 35 feet 24 inch 45 feet Earth Consultants Inc. Ck-otcchnlcal Engineers. Geologists & Environmental Scientists Axial Capacity Uplift Capacity 70 tons 10 tons 80 tons 20 tons 90 tons 30 tons 100 tons 15 tons 110 tons 25 tons 120 tons 40 tons 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746-0860 Toll Free (888) 739-6670 mo ' i i 1 uj o ` u o N . o � uj p — o u i z , z Sabey Corporation June 7, 2000 E- 2579 -34 Revised June 9, 2000 Page 2 The uplift capacities above may be increased by ten (10) and fifteen (15) tons for each additional ten feet of length for the 18 inch and 24 inch diameter piles, respectively. We estimate total settlement of single piles will be on the order of approximately one inch. Most of this settlement should occur during construction as the dead loads are applied. The remaining post- construction settlements should be developed as the live loads are applied. We estimate that the differential settlements should be approximately one -half inch over a span of approximately fifty (50) feet. As it is not possible to observe the completed pile below the ground surface, judgement and experience must be used as the basis for determining the acceptability of a pile. Therefore, we recommend that all piles be installed under the full -time observation of a representative of ECI. This will allow us to fully evaluate the contractor's operation, collect and interpret the installation data, and verify bearing stratum elevations. Furthermore, we will be able to assess the implications of variations from normal procedures with respect to the design criteria. Based on the density of the soil below the water table, it is our opinion the potential for liquefaction over the site during a seismic event is negligible. LIMITATIONS Our recommendations and conclusions are based on our review of the referenced report, the design information provided us, and our experience and engineering judgement. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. Additional Services As the geotechnical engineer of record, ECI should be retained to perform a general review of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. Earth Consultants, Inc. i i co u. z U O � I V p _ z . U cp.` o z Sabey Corporation June 7, 2000 E- 2579 -34 Revised June 9, 2000 Page 3 ECI should also be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. We do not accept responsibility for the performance of the foundation or earthwork unless we are retained to review the construction drawings and specifications, and to provide construction observation and testing services. We appreciate the opportunity to be of service, if you have any questions or need additional information, please contact us. Yours very truly, EARTH CONSULTANTS, INC. 7 ( Kristina M. Weller, P.E. Project Engineer ; A N- off ti Ut °, ; Kyle R. Campbell, P. Manager of Geotechni KMW /KRC/Jmp cc: Engineers Nort wes Attn: Mr. Richard Jankie loo Earth Consultants, Inc. ' 114117tLV:fdirY.tA1d4 , Na �iiw Ihld t iS is+ il G.d . .s■•• PERMIT NO.: " DZADC " \A INSPECTIONS ❑ 00001 Progress Inspection Status 00002 Pre - construction 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines 0Q090 Resteel ❑ ,00095 Footing Drains 00100 Foundation Footings O 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types ❑ 00700 Framing ❑ . 00750 Roof /Ceiling Insulation ❑ 00800 Roof /Ceiling Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01080 Woodstove O 01090 Smoke Detector Shut Off CI 01100 Rough -in Mechanical ❑ 01101 Mechanical Equipment/Controls ❑ 01 102 Mechanical Pip /Duct Insul • ❑ 01105 Underground Mech Rough -in ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof AL 01700 Final- Building ❑ 01800 Final - Mechanical ❑ 01900 Final - Reroof ❑ 03100 Site Visit 04000 Special - Concrete 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: E )cod S 4t-L 3 CONDITIONS 0001 0010 0011 ❑ 0012 ❑ 0013 ❑ 0014 ❑ 0015 ❑ 0016 ❑ 0017 ❑ 0018 019 ❑ `No work shall be done in...." ❑ 0002 ❑ 0020 ❑ 0021 ❑ 0022 ❑ 0023 ❑ 0024 ❑ 0025 ❑ 0026 0027 ❑ 0028 ❑ 0003 ❑ 0030 ❑ 0032 12 0036 ❑ "BTU maximum allow...." ❑ 0035 ❑ 0038 ❑ 0039 ❑ 0004 ❑ 0040 ❑ 0041 0005 '0 ❑ "Applicant shall obtain a...." ❑ "Anchoring — All new construct...." 0007 Addition conditions as noted: L 4 Ah b h L H ) 0009 ❑ • 0031 ❑ 0034 ❑ "Obtain required inspections...." ❑ "Fuel burning appliances...." ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "RerooP' 0 0 0 K ea. U0; (( j W 0 g W ' H O W uj G 1- W W cy W ~O • Z U co Z ,. 06/19/00 00:27 FAX 425 741 3900 Reid iddleton 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 4231741 -3800, Fax: 425/741 -3900 REID MIDDLETON RECEIVED JUN 1 9 ?_000 COMMUNITY DEVELOPMENT MEMORANDUM Ken Nelsen, City of Tukwila (fax: 206- 431 -3665) To: From: Kylie Yamatsuka Date: June 19, 2000 File No.: 26-00- 005 - 016 -02 Subject: Building Permit Plan Review, Exodus Seattle 3 (D2000 -115) Foundation Permit Approval Ken, Per your request, this memo is to notify you that we reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant has adequately addressed comments relating to the building foundation. As we discussed, we are currently finalizing the red -marks for the building. The approval letter will be forwarded with the corrected set of plans once this is complete. Please call if you have any questions. Thank you. H:/ dod26Se/ 99/ 025GraysHarbor /corresp/MEMOPacific.doc I1 01 to W 9 W o` - d` ~o Z 1- gy V 0 N' . 0 w w V U F' • Z U N' Z' 4 ACTIVITY NUMBER: D2000 -149 PROJECT NAME: EXODUS SEATTLE 3 SITE ADDRESS: 3355 S 120t PLACE DATE: 5 -24 -2000 SUITE # XX ` `' Original Plan Submittal Response to Incomplete Letter #_ Response to Correction Letter # Revision # After Permit Is Issued N DEPARTMENTS: B ildi g Division gri Public Works ill LIRL -/Y1w 6-4 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete ri Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Fire Prevention lAti Structural Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions ri REVIEWER'S INITIALS: ■ Planning Di vision Ut/tA. S�2S Permit Coordinator w DUE DATE: 5-25-2000 Not Applicable ri No further Review Required n DATE: DUE DATE: 6-22 -2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: z w 00 c 0_ W = . J F- � LL w 0 J LL ' 52 a F .. ill z ' I � U co 0 H- ILIJ IV i 0 z • RTIV t DEPAI OF LABOR AND INDUSTRIES • REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ;'! i9. . ,, ii EGISTi + , X 1 4 EXP` s • CC01r �. ABEYC_ • p ' - DATE4 • l • 0 0 ,Fitt A '� . O V ZIV 9 9 1 IL k.twy • tiilr +u S INC!.; '..• 101 . ELLIOTT AVE•.:W ,.STE :330. (SEATTLE4 WA . ; it F625.1152.1XX) (8/97) Detach And Display Cenificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 ;•'SABEYCI033KM 12/31/2000 EFFECTIVE :DATE 05/14/1997 SABEY,CONSTRUCTION ING .. 101 ' ELLIOTT AVE. W .STE. 330 SEATTLE. WA • • 9 8119 `' ' ' Signature Issued by DEPARTMENT OF LAI3OR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold N DI V; -_oOR acaaant Locd Ridg Reouo-ed eel M rJ fWemen) Exis fi N o rr n 55 Me ng fwbmRwll co d Props (Men) (coo nj = r ,ISO 12 (actual) z 4 6 Seca a Floor (NerJ .I _ 5 area! nezzanlne) 10 10 Third F.00r 3 91 S 5 - - 10 10 3ulld 254 14 :a 3 6 24 24 1 ,--,' _ -. .-.- --rc -an. = -.. -. arc Tes! I 635 .- 3cusan . =mss. - ..'A - . ev ,_ -,-,a 50,, 3Dn __... J = -cA- AA-5 i_C= , 30 Oboe: __ -__ _- 635 - 2 n 300605 G A OW 'improvements to Existing Shell and Core Vicinity Map F1IJOTT BAY Abbreviations 3e, EXODUS N AN m 1 cL tin WEAL INS L In Ent doction EoN Location Plan MEGH MED me MEZZ N.1 Lamir4te Llnecl Feet Not Appkoisle Not in Contract camber 0 1-5 COMB Non t 0 Goat. N1 S Not ! Scale oc CP center ' Opposite ORIb 5va PERM D ER °-LAM PLY® Plywood Pod ec PR Pa1r REF, REM, REVD REV ¢'1 Sum, 5On SEAL SECT SYT SiM SM SO STD STL Sib SJSP THERM uh'O VAR VOT VEN VERT INC 5C.Prdord Steel storage 5xoerded Telephone T reencs d tat West! tt /W!tlh With Withoa[ WallcovenTg Wood General Notes DO NOT SCALE DRAA -, 065 Project Data Building Data Project Name 5181 MD CORE A :a30YE!'L'i- FOR EASY AT I E EAE ni rip+ I'LER6ATE 3=5 .ALE LJA,MA N 'u,ldl4 M 96 Zoning N11LA -1 MAN FAOTANS PDJSTRAL M Site Area 4615 AO Seisrroc Zone Design Codes NW... OF: LNFORe BADINb COi L.. L. =NS MEN STATE E`IERST CO 44∎31 R_16T01 STATE BARRER.. CODE Legal Description Viny Oompas t'on "le A38T�NAT ONS Veneer A. Ma>glout `Ise drowmos a-e ab'onev a[ore corers cre n comma . • ded i5 rot lntenaed [fi be co -Clef¢ or ry >e usetl on JIe project ne A- c�Itect w' I de me the inxr. c. rORDINATION A. The benerel Contractor uncll be resperslale ar ie cccre.na :Nan .cod v N1e work of ell tr=ees [o ossure corrplbnce win _a drewin¢s ar I- .co[wre. Address NSeRZAiF: 3l xJr 5 9B5WfY nrm+T TW LOA, NN 95!60 Owner EGS LJ..L �MSELA N+aaATrxw- BLVD LU,.. P_OOTt MAT., NABSINSTON 93I665121 S 526) 100 grAC: wJR13tT P9a� Tax Parcel Number NC AVAILAELE Canstmction Type Pa m- LO. (TPYAYY 5, N.sv N Max 5 AND -6ts 4D COME 011 09 31.1Yi:1N1' . N HLOx 6 oF Td49LQl_ A19.1.41 6R(PESC. 1...NRSC78 N YO11FE 196 PLATS.PKE 36, RECORDS OF qtr 09E54. NM 05 . 010 16v 3c0.95_999. 0.0509C909rs93 d LC6S2 955 LYIG SENVEN GAD RLCa 5aD9 To5E - 8. PlR1 THAT POW. ONE SM:r4916 vS.D.> 500 %59'rM fL@IW 614E NO214 I/10F YAC'ATIE JIH 555 ANO !.. 1016:.£ 6iCFcD 3 Ale.E 50L 140405 AIRSCANT TO...NTT OF... NO 5093, 410090 TO SAD PARSEC OPO=ADON 6 EAF EXOEFrTE OtT.191.. f6L005 A. N MOMS 91 ,ARAN 6 PAM OF R1YdffiDE PIIB9l861L TRACfq AB 190 FLAT R 01097 vow.86P�G:3 PAGE 9, 9E0605 6109 DOJNuT.LTN MIER, 6 AIM 09GMEED 55 FOL005 EroG O4G AA POP[ Oi ea DAiY 6SCO Gm NAD2 E'>PJM 92111'W0F) =f DbT/M.051ER-Y r"FCT'1915 NORM. CORER 6550 LOE& 1 9091 l690T TO A PON: ON 59 50.691" 699,0 254D15.0895 015950 99TB5.T FROM Tit 10501. T 659126 550 L0 99 59 E. 6.95 LPE AID EXCEPT TE5000 50 M LEM 5 AD aN 549 EYOOC• T. TD. .WT =OR SOURS 6Ti STREET BT DHD IREO.GDEO R,ECO.. fO. B 4.03016 AND 9503.5 79 9059:5,10 5- 6 L075[. - 609540 5.C.0 TE GT 6 5N0.A HT DID RTSOfDFD eLTW:E NM GR 6 7,01 1.0 19 -610! 61•05 OF 049.111Gro4 Building Area FIRST BOOR .8,222 SF SECOND FLOOR MOO SF T40RD FLOOR: 1835.92 SF PBUROUriE 915 5F TOTAL 59.915 SF Occupancy 55N6 Project DATA CENTER e - flFFlce rocoD sF FIR5T TIDOR OLY) 50141 015 (11995 G) .01,9 6E5;972 9975 009590/ 90�4OV. (LTEAI6K+J) or w.er b.5 ac A. -.ere sn, 3. Offset Sts D. Refer AO 90,4011 OWNER: dut m etc AI r pall be concealed corsW r ∎on er ce.: rgs _,cz rnan real! surarzs will be flusM1. Wu! AiwS; wTES A. II coin:, wall caver9gs and well pal=e shall be 500!5= n accord�ce wit the mawfoctur specsicctbns for he porticular surface applied ubbn_ 3. Scowl=s c ell finish colors specified shall be subm itted far approve) b. Arrsnect prior to c a mmrcrlcement of wcr G. = me spread rbtings far Irta fir,5h to be Class 3 cr tatter_ J. Point 1 is .le aer,_ro Oc.n. lan wiess o`ilern'ise Toted. Description of Work Improvements to on eke., Bar a Corn to provide ...ant sews ad motoring toring devlcee for a Camrrnuatwn 51.Irehrg Nalllty. scope of Nork Natudea the pro.. d two addktxn: fees NMIn on exretI g Ink-1 o, ntrvcMa a nor root and Nbebobtve to support a posh.. end row le... aevyment. Team Inr�RGATE_AST LLL 12201 TWO, INTL_ BLVD. STE 400 SEATTLE WA 981681EL : (206) 281 -8100 FAX (206)181 -0920 CONTACT : L.9999 POOLE, CHIEF OPERATIONS RFICER E-MAIL Usrentp•sobey.com OWNER REPRESENTATIVE: SABET CORPORATION 12201 TWO, ML BLVD. STE 400 SEATTLE WA 99i68TEL : (2067 231 - 8100 FAX : (206) 201 -0920 CONTACT: STEVE BLACK, PROJECT MANAGER E etaveUeeabryC DEVELOPER: INIERIATIONA. GATEWAY EAST, LLC Lb SABET CORPORATION /2201 TI1081LA INTL. BLVD. STE NW SEATTLE WA 90601EL : (2076) 281-0100 FAX : (206) 281 -0920 CONTACT : LAURENT POOLE, CM. OPERATIONS OFICER E -MAIL lotreelposobegoom PROPERTY MANAGEMENT: UPSET CORPORATION 0201 TUKWILA PNTL BLVD. SUITE 400 SEATTLE WA 98168TEL : (206) 281 -8189 FAX (206) 281-0920 CONTACT : KEN STICKLT, FACILITIES NANA'. R E komaeebaJcam ARCEiTECT OF RECORD: SAS. APPORTEO711RE 12201 TU... MIL BLVD. SUITE 400 SEATTLE WA 98168 :1 : (206) 2d -8500 FAX : (206) 281 -0920 CONTACT : JON W LANG, VP 6 ARCHITECT -RE E-MAIL JOT WS=.9=m Drawing Index ARCHITECTURAL: o.c� p>z(.�e =r �ovs- r<s4+EeT 'tZ -I eve2.AU 1sT y PLF 1 Fixture Count (Toilets & Urinals) ELEETR!LAL(TELPHONE NOTES - NOT APPLIGA3LE -- cOUIPMENT L.�BELIN6 A. Label all mechanic ored dots on LF c 31ue- HVAO un !ts: reen: Nate (sh CONSULTING ARCHITECT: OW AROIRECIIAE 11 108T NORTHEAST stint 400 Fvt. WA 98004 - 51 2 9 TEL : (415) 859 -3352 FAX : (425) 929 -9. CONTACT : MAR[ FERN., ARCNITEOT E -MAIL strebMnrsev(sm CIVIL ENGINEER: DANE EVANS 1 ASSOCIATES, INC. 1620 LEST MARINE VEW DR. SMITE 260 EVE LLB 98201 TEL : (425) 259 -4099 FAX : (425) 259 -3230 CONTACT : ERROL GARR PE, SR VICE PTESID. E -MAIL efgndeeVlccon STRUCTURAL ENGINEER: ENGNEEiRB NORMIEST, NO. PE. 6069 WOODLNLN AVENE NORTIEAST SEATTLE L. WS 1=1 : (206) 525 -'660 FAX : (206) 522 -6690 E-1A L CCNIACT : RCI -LARD JAKE, PE, SR ENGINEER E -HAIL rlderd,J.wesettternln FIRE PROTECTION: MCKNSTRT CO. Wee 3RD AVE LE 6011TH HOST OFFICE BOX 24561 SEATTLE iIA 98724 TEL : (206)162 -3311 FAX : (2061162-2624 CONTACT : Jett Barrett, SR ENGE.R E -MAIL JbaelettanddsVyeom ELECTRICAL ENGINEER: 1886 AYE NE NVI LLE, WA 98072 T. 42 TEN T ACT : 84 06 - 00 FAY. (425) 006 -9791 CONTACT CT MANAGER 5 eeervv=corn n GENERAL CONTRACTOR: SAE. CONSTRICTION, NC. /2201 TUKWILA SP/LAB-YD. STE 409 SEATTLE WA 98119 TEL : (206) 281 -0100 FAX : (206) 281 -0320 CONTACT : DOL GAS PROJECT MANAGER MOBILE : E -MAIL Gauggosolos -. STRUCTURAL: S LI PARTIAL FOUNDATION RAH 5 12 PARTIAL POIDATION FLAN B 5J FRAME ELEVATIONS B 52 FRAME ELEVATIONS � 553 FRAME BFVATU1t6 B 5.4 FRAM£ 2111:;TIOS IJD DETAILS S 6J TYPIOAL SFL A hD DETAILS Sb3 �iE OGTFt 6 NOTEri MECHANICAL: ELECTRICAL: all applicable codes. rd Iccatiors of all ov � well as shop draw de'oalanci and re ., eery Speuncanons n accords ce n m u. a +s. �ctens. :"c} of 1t Additions, • ings Stier this d- 1 and win requ a r- t. 'nr subseq:. .. ... • - .subject to fic,d ^ by 5 LtIMIEs inspect, PERM, [:I SABEY CONSULTANTS REVISIONS NO CHANGES SHALL BE MADE PR THE SCOPE OF WORK WITHOUT APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: R.s.. WEL SEDUM,: A NEW PLAN AND MAT INCLUDE AD,ONAL PLAN Rc'IEJI FEES. ARCHITECTURE ; r 5 of ITSVS71ER3'LLT S L 2 41CYJ REVISIONS ISSUE DATE ors - 'LC P�RNIt- 5 -IC.o0 EXODUS nerEfgagast DRAWING TITLE: PROGRESS DATE: 4 /20.'90 FILE: 6: /AG /1210/INDACAD/ PLOT: PROJECT NUMBER: ' DRAWN RS INDACAD /CNA CHECKED BY: APPROVED 6Y: DRAWING NUMBER: iecc•Ress sir s. :.00 ro �z000- ly9 15 0 X X X X 26'-1 17'-9° 2T-9 27' -9 !EOM M ?JEW DOORS PER504.1 _3 AND WILL AS .5RED WILL DC OPG m/ 4' Q4 WALL ELEVATOR'I 2000 LBS IC ELEVATOR SHAFT I2E 7' -6' Xb'-T /P ELEVATOR FEW ROOM STAIR .1 _ —..� ------ _— — d «rune wALL CONSTRICTION 15'-1 VESTIBULE 27'_1" TAIR 2 HOUR WALL CONSTRICTION CYW NFILL AT DOSING DOOR OPENINGS NEW CONCRETE SNEER WALL NL-tK TO STRUCTURAL DRAM. ' CONCRETE SHEER WALL REFER TO STRICTIRA- DRAWS. NEW D" WALL , SEE bT�1Gn (1PL� 21'_9" 2 HOUR WALL CONSTRUCTION !.IIIIIUIIIIIIIII LAIR 5 ei'11!!!!1!!n!!S!!!!!I i v O 0 C7 00 e 499' -3° 26 x 2 ' 2 1 ' x 26"-1° ) < d3' -0' x 2T - x X 2. -9• NEW Q" CONCRETE WALL RE£R TO STRUCTURAL DRAWSCS ELEVATOR °2 5000 LESS HYDRA /L. ELEVATOR SHAFT SIZE e' -4' X0'-6° B' CMU IMPLL AT BOSTNG DOOR OPENING 2 NCUR WALL 31FIK� COMHWICATIONS �. 14m ELEVATOR *2 MACHNE ROOM EXIT PASSAGE " �IIIIIIIIIIIIOIf ELEVATOR a IIII IIIIII`-,dli 17000 LBW NTDRAULIC ELEVATOR SHAFT SUE T -6° X 6'-14/1' ELEVATOR 9 MACHPE ROOM TENANT 4 `9 ° r e l. GENERAL NOTE O ALL WALLS TO STAIRS ARE 2 NR AR= RESISTANT CONCRETE SNEER WALL REFER TO STRUCTURAL DRAIiAYS CONSTRICTION. OPENINGS ARE RATED • II/2 HR ALL EXIT PASSACS CORRIDORS BmICATED ON 2 HOUR WA EXIT PhSKPP 21-4 " 17' -4 #° 21 27' -4' iX X 1 X 17' -9 X 16'-2" O 0® 0 0© 0 0 0 0 1✓. 0 O O 0 O 27,9k 25' - '2 „ 15, -' X �1 NEW R' CONCRETE WADI_ SEE STRUCTURAL 27 0 0 0 O O OVERALL FIRST FLOOR PLAN SCALE: _ 20' -0' 0 Da000 14q SALBEY CONSULTANTS ARCHITECTURE REVISIONS ISSUE DATE 1°°'I' ED FOR PERMIT 4 -20 -00 EXODUS nriiitatepst DRAWING DTLE: r)'LE L_ =IRST F_OOR FLAN PROGRESS DATE: <20 /0e FILE: G:/AG/1210/IND404,. EfDd 021y"JLLG PLOT PROJECT NUMBER_: 2, DRAWN BY [ND .L v /CNA _..-._ CHECKED BY: APPROVED BY: DRAWING NUMBER: A2.1 0 HORN. BRACE -_. EXIST. COL- - ELEV. OF TOP OF LOWER R 11 ^ .. -_ VARIES 8 R ABOVE & BELOW HORIL .8:4 T.S. COL. BRACE - FOR LOCATION SEE WALL ELEVATIONS ON S5 SHEETS. NEW INTERIOR EXIST. INTERIOR COLS A3, COLUMN COLUMN A5 & A7 12 COLS A9, All & A13 EXIST. COL. r --ADD Bx4x L EA. ' 510E OF XIST. COL. °° '� U "2 3 -6" 1' -6" COLS A2, A4, A6, A8, A10, Al2 & A14 THE FOLLOW:NG NOTES APPLY UNLESS NOTED OTHERWISE ASTI'S NOD. Af• TO BF LATEST EDITION TES % -1P ION =:.- 8irj Name & Site Location - Exodus Intergate East - Seattle, Washington 2. DESIGN ;ODE AND STANDARDS Aqu :c ®le Code (Edition /Name) - 1997 UBC Code s.lement & Date - None • DESIGN LOADS a. -coF -.ve Lood Fair Live Lead _. Seism :c • Wien Loo, GENERAL NOTE 25 PSF (snow) Drifting s ow is not required in the design. 125 PSF Zone 3 Importance factor 1.25 R.5-5 (BEST w/ concrete shearwalls) V/W max. = 0 -20 (Ultimate) Basic wind speed 80 (mph). Exposure C Importance factor 1.0. FGHAKIATION THE HO3DATION WAS DESIGNCV WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF, IN AC.Cr AN'..E WITH SDI;S REPORT NO. E- 2579 -13 DATED SEPTEMBER 23, 1988 PREPARED =Y' EARTH CORSU_TANTS, INC. OF BFJLE'VUE, WASHINGTON. THE SITE SHALL BE PREPARED PER SOILS EN,^NEER RE.UENDATIOS, ALL FOOTINGS AN, SLABS SHALL BEAR ON r r �aa3;'I COMPACT. FILL OR NATIVE UNDISTURBED SOILS. SEE SOILS REPORT FOP CD,PACTPD FILL COIREMENTS- ALL FILL AND BACKFILL TO BE COMPACTED PER - r' - CS ENGINEER RECW8ES'DATIONS. (UNLESS NOTED OTHERWISE, PROVIDE RELATIVE COMPACT :ON OF . PERCENT PERCENT FOR COMPACTED FILL.) THE MAXIMUM DENSITY SHALL BE RTE .1NEfi. BY SOILS ENGINEER_ ALL EXTERIOR FOOTINGS TO BE FOUNDED 1' -6" MIN. BEL FINAL MADE- A utNH ICIENT OF FRICTION OF 0.35 BELOW FOOTINGS AND SLABS, PLUS A PASSI ✓E Tn-SISr ANCE OF 300 PCF MAY BE USED TO RESIST LATERAL LOADS. FOR R^MATHILE Rc1AINING WALLS WITH LEVEL BACK FILL USE AN ACTIVE PRESSURE OF 40 REF AID A 300 PSF SURCHARGE MERE TRAE:IC CAN OCCUR. SEE ARCH. AND SOILS REPORT FaR SLR ON GALE UNTERLAYMENT. ALL EXTERIOR SIDEWALK AND INTERIOR SLABS SHALL EL.? ON SOILS r:,..s IRED PER AND APPROVED BY SOILS ENGINEER AND HAVE AN ALLOWABLE BEARING CAPACI, O` AT LEA 500 PSF. PILE SUPPORTED; FOUNDATION SHALL BE SUPPORTED ON 18 INCH DIAMTER PILES HAVING A MINIMUM CAPACITY OF 70 TOED AND A LATERAL LOAD CAPACITY OF 3 TONS. INSTALLATION CRITERIA SHALL BE AS SPECIFIED BY THE SOILS ENGINE - ERR. MAXIMUM ALLOWABLE MISLOCAITON IS 4 INCHES ANY DIRECTION- SOILS ENGINEER SHALL MAINTAIN A LOG OF PILE INSTALLATION, CO, TO BE SUBMITTED 70 STRIXTURAi- ENGINEER- MINIMUM PILE PENETRATION IS 35' -0" BELOW BUILDING SBGRADc. TIE SOILS ENGINEER SHALL LOCATE TRANSITION FROM PILES - C CONTENTIONAL FOUNDATION_ NOTIFY STRUCTURAL ENGINEER IF NOT AS SHOWN IN THESE n_AAS. F B PS!. 5- SACS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIAL= SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TD CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WIXIMABE MIX WIDTH 4 MAXIMUM SLUMP (UNLESS SiFE ICIZERS ARE USED) WHICH COBB BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER/DEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES UNLESS INDICATED O+EERWISW ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED- AIR ENTRAIN AL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. USE TYPE 11 CEMENT UNLESS NOTED OTHERWISE. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE '.SULFATE EXCEEDS 0_20 PERCENT WWI_ ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED. CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER CONCRETE: =88 RIDOUCING AGENT OR A FIXED AMOUNT OF SUPER- PLASTICIZER AT DIE CONC PLANT. DO NOT USE FLY ASH IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COD MEATIER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER TEEM CAS, TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. DESIGN MIXES SHALL BE SUBMITTED TO ENW AND TO SEATTLE DCLU FOR REVIEW A MINIMUM OF TWO WEEKS PRIOR TO FIRST USE SEE UBC SECTION 3905 FOR ADDITIONAL REOUIREMENTS. SHOTCRETE F "r = 4000 PSI. ULTIMATE 5TPNGT8 DESIGN METHOD USED. PROPORTIONING AND PLACING OF ALL SHOTC.T9 - eE B I B SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH AC1 506. COARSE AGGREGATE .SHALL NOT EXCEED 3/4 PRECONSRUCTION TESTING SHALL BE PER ACI 506 AND LBC SECTION 1922, '_AP CONTINUOUS REINFORCING BARS BY THE NONCONTACT LAP SLICE MEI OD WITH AT ?EAST 2° CLEARANCE BETWEEN BARS. REBOUND OR ACCLIMATED LOOSE AGGREGATE SHALL BE REMOVED FROM THE SURFACES TO BE COVERED PRIOR TO PLACING THE INITIAL OR SUCCEEDING LAYERS OF SHOTCRETE. REBOUND SHALL NOT BE REUSED AS AGGREGATE- UNFINISHED WORK SHALL NOT STAND FOR MORE THAN 30 MINUTES UNLESS ALL EDGES ARE SLOPED TO A THIN EDGE. SLOPING AND SQUARE EDGES SHALL BE CLEANED AND WETTED PRIOR TO PLACING ADDITIONAL MATERIAL. ALL DEFECTS SHALL BE REMOVED AND REPLACED. SHOTCRETE SHALL BE MAINTAINED ABOVE 400F AND 1N A MOIST CONDITION DURING CURING. CURING, TESTING, AND SPECIAL CONTINUOUS INSPECTION SHALL BE PER UBC SECTION 1922. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. DESIGN MIXES SHALL BE SOM MITTED TO ENW AND TO SATTLE DCLU FOR REVIEW A MINIMUM OF TWO WEEKS PRIOR TO FIRST USE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (Fydi0,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BAPS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (IMF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS- MECHANICAL SPLICES SHALL DEVELOP 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION. COVER TO MAIN REINFORFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORGED SURFACES..WEATFER 8 EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES REINFORC:WG STEEL WELDING USE ASTM A706 GRADE 60 (fy = 60,000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI /AVIS 01.4 -92, °STRUCTURAL WELDING CODE - REINFORCING STEEL - USE E BOXX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS A5.1 OR A5.5. DO NOT WELD REINFORCING. IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMPSM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES NE VELD IT FOR N0. 7 THROUGH NO.11 BARS. DO NOT N0. 14 AND NO.18 BARS. DO NOT M NOT VELD WITHIN.. 3- INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATIIRE AFTER WELDING; DO NOT QUENCH. WELDING OF REINFORCING STEEL SHALL COMPLY WITH RGA 3-77. WELDED SPLICES SHALL DEVELOP 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. REBAR DOWEL `NSTALLATiON DRILL HOLES FOR DOWELS IN ACCORDANCE WITH GROUT MANUFACTURERS RECOMMENDATIONS. BLOW HOLE CLEAN WITH OIL FREE COMPRESSED AIR. FILL DOWN HOLES WITH A MEASURED AMOUNT OF H1LTI HY -150- INSERT REBAR AND SECURE UNTIL GROUT HAS REACHED ITS INITIAL CURE. ALL WORK SHALL BE BY PERSONNEL EXPERIENCED IN THE USE OF THIS PRODUCT, AND IN ACCORDANCE WITH IC80 REPORT NO. 5193. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "MUSE SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND THE ° CODE OF STANDARD PRACTICE - . STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -36 (1127 & SMALLER) (Fy= 36,000 PSI) ASTM A -572, GRADE 50 (W30 8 LARGER) (Fy= 50,000 PSI) TIDE COLUMNS ASTM A -500, GRADE B (Fy= 46,000 PSI) PIPE SHAPES ASTM A-53, TYPE E, GRADE B (Fy= 35,000 PSI) WELQHEAD STUDS ASTM A -108 (Fy= 55,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N 3/4 ° 2 ASTM A -490N 7/8 °2 PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION °, WELDS NOT SPECIFIED SHALL BE 1/4 °, CONTINUOUS FILLET MINIMUM. LICENSED FABRICATOR REQUIRED FOR ALL STRUCTURAL STEEL. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES- WELOHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. STEEL FORM DECK STEEL FORM DECK SHAH BE VERCO FORMLOK OR APPROVED EQUAL CONFORMING WITH ASTM 446, GRADE A, Fy= 33,000 PSI WITH G60 GALVANIZING PER ASTM A525. USE 18 GA. TYPE FORMLOK; I =0.555 IN4, S =0.510 IN3- CONNECT TO SUPPORTS WITH 4 PUDDLE WELDS PER SHEET ACROSS EACH SUPPORT AND 12 0/C AT SUPPORTS PARALLEL TO SPAN. SIDE LAP FASTEN WITH BUTTON PUNCH AT 24 0/C. AT TYPICAL 3 -1/2" CONCRETE SLAB, PROVIDE 6X6 W1.4 X W1.4 RAF PLACED AT CENTERLINE OF CONCRETE DEPTH OVER DECK. USE NO CONCRETE CONTAINING ADMIXTURES OF CHLORIDE OR CHLORIDE SALTS ON FORM DECK. STEEL ROOF DECK VERCO HSB -36 - 1 -1/2" HIGH X 36" WIDE X IBGAGE GALVANIZED STEEL ROOF DECK. CONFORM WITH ASTM A653 SO GRADE 33, MINIMUM YIELD 38 K.SI WITH G60 GALVANIZED COATING. MATERIALS AND INSTALLATION SHALL ALSO CONFORM WITH ICBO REPORT 2078P. SEE ARCH. FOR PRIME PAINT REQUIREMENTS. MINIMUM EFFECTIVE FUSION AREA OF PUDDLE WELDS MUST BE 3/8 BY 1° OR 1/2 DIAMETER. SEAM WELDS MUST BE ''A MINIMUM OF 1- 1/2°. COMPLY WITH AWS D1.3. USE NO CONCRETE CONTAINING ADMIXTURES OF CHLORIDE OR CHLORIDE SALTS ON ROOF DECK. OTHER ROOF DECKS AND ATTACHMENT PATTERNS MAY BE CONSIDERED PROVIDED THEY HAVE AN EQUIVALENT DIAPHRAGM STRENGTH AND STIFFNESS AND GRAVITY LOAD CAPACITY. MASONRY HOLLOW CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT (50/50) GRADE "N" IN ACCORDANCE WITH ASTM C -90. MASONRY UNIT COMPREHENSIVE STRENGTH TO BE 1900 P5I MINIMUM ON NET AREA AND 1000 PSI MINIMUM ON GROSS AREA. ALL MASONRY TO BE ERECTED IN ACCORDANCE WITH CODE INDICATED ABOVE. MORTAR SHALL BE TYPE "S" (fm =1800 PSI MIN. AT 28 DAYS). GROUT SOLID ANY CAVITY CONTAINING REINFORCING STEEL IN LIFTS NOT TO EXCEED 4' -C ". DROUT STRENGTH SHALL BE 2000 PSI MIN. AT 28 DAYS. MASONRY STRESSES USED IN DESIGN (f'm = 1500 PSI) WERE FOR INSPECTED CONSTRUCTION. REINFORCING STEEL SHALL BE DEFORMED BARS ASTM A615, GRADE 60 (fy= 60,000 PSI). SPLICES SHALL BE 52 BAR DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN. ALL CONNECTIONS AND BOLTS SHOWN EMBEDDED IN MASONRY ARE TO BE INSTALLED BY THE MASONS DURING THE CONSTRUCTION OF THE WALL OR PIER. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING. ALL MASONRY TO BE RUNNING BOND LAY -UP. ALL MASONRY BOLTS OR WS EMBEDDED INTO MASONRY ON THIS PROJECT TO BE GROUTED IN PLACE WITH AT LEAST 1" OF GROUT BETWEEN THE BOLT AND THE MASONRY (ND EXCEPTIONS). MAXIMUM ALLOWABLE CONSTRUCTION WALL ALIGNMENT TOLERANCES (BASED ON ACTUAL DIMENSIONS) ARE AS FOLLOWS: VERTICAL + 1/4° IN 10 FT, 3/8° IN 20 FT. & 1/2" MAXIMUM IN WALL HEIGHT. HORIZONTAL + 1/4" IN 10 FT., 3/8" IN 20 FT 8 + 1/2" MAXIMUM. WALLS EXCEEDING THESE TOLERANCES MUTT BE REMOVED AND REPLACED (NG EXCEPTIONS). TESTING LABORATORY TO CHECK CONSTRUCTION DAILY TO THESE TOLERANCES. USE SEATTLE DCLU METHOD 3 FOR MASONRY TESTING, FULL STRESSES WITH CONTINUOUS SPECIAL INSPECTION. INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS ANC PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: SPECIAL INSPECTION SHALL BE PROVIDED FOR STRUCTURAL CONCRETE. TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. PROVIDE CONTINUOUS INSPECTION. SHOTCRETE: SPECIAL CONTINUOUS INSPECTION SHALL BE PROVIDED FOR PLACEMENT OF THE REINFORCEMENT ANL SHOTCRETING. REINFORCING: SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL REINFORCING STEEL. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING AND GRAPE. SPECIAL INSPECTION SHALL BE PROVIDED FOR BOLTS INSTALLED IN CONCRETE. ALL FIELD INSTALLATION OF CONCRETE ANCHORS 8 ANCHOR BOLTS ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND ARE TO BE CONTINUOUSLY INSPECTED. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). PROVIDE CONTINUOUS INSPECTION =OR ALL FIELD WELDING. VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PA` FOR REWELDING AND REiNSPECTION 0E ALL WELDS NOT MEETING SPECS, INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SPECIAL INSPECTION SHALL BE PROVIDED FOR HIGH STRENGTH BOLT INSTALLATIONS AND TIGHTENING OPERATIONS. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL STRUCTURAL MASONRY. VERIFY THAT UNITS HAVE MINIMUM CELL SIZE PEF DRAWINGS. VERIFY REINFORCING PLACEMENT 15 PER DRAWINGS. DAILY VERIFY MASONRY TOLERANCES PER MASONRY NOTE THIS SHEET. PROVIDE CONTINUOUS INSPECTION FOR ALL MASONRY. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED 8 STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL, LIGHT GAGE STEEL, REINFORCING STEEL, SPRINKLERS AND TRUSSES. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS BEARING THE STAMPS OF ENW AND ARCHITECT TO SEATTLE DCLU FOR THE FOLLOWING SPRINKLERS, PRE - STRESSED CONCRETE PLANKS, TRUSSES AND PRE FABRICATED STAIRS. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT F LAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT REIN, COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WIT4 THESE DRAWINGS AT NO COST TO 1HE OWNER AT E.N.W,'S OPTION. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALT PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST F3R REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SE DETAILS ON DRAWING S -5 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. CONCRETE ANCHORS & ANCHOR BOLTS: WELDING: BOLTING: MASONRY: PILES: 1. ALL PILES ARE 18" DIAMETER AUGER CAST 8 /4 -4R X 24' -0 ° . EXTEND TOP 2' -0 (1' -3" AT GRADE BEAM W /TRENCH) OF REINFORCING INTO PILE CAP: USE #3 TIES M 8" 0/C FOR TOP 4'; I6° 0/C BALANCE. - ALL PILES TO HAVE 70 TON MINIMUM CAPACITY. ESTIMATED TOTAL PILE LENGTH IS 34' -0" 2. "0" INDICATES TENSION PILES. REINFORCE WITH ONE W10 AT CENTER OF PILE FOR FULL LENGTH, IN ADDITION TO TYPICAL CAGE. EXTEND BAR MINIMUM 2' -8 INTO PILE CAP SPLICE BAR WITH LENTON COUPLER 9ELC -32 OR CADWELD. MINIMUM UPLIFT CAPACITY OF TENSILE PILES IS 30 TONS. 3. PILE REINFORCING STEEL TO BE 60 GRADE. PILE GROUT TO BE 9 SACK MIX, MINIMUM 4000 PSI 28 DAY STRENGTH. 4. MAXIMUM PILE MISALIGNMENT IS 4 ". NOTIFY ENGINEER FOR POSSIBLE REDESIGN IF MISALIGNMENT EXCEEDS THIS. 5. GEOTECH ENGINEER 1S TO MONITOR PILE INSTALLATION AND KEEP A LOG OF PILE EMBEDMENT AND CAPACITY. SUBMIT LOG TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO POURING PILE CAPS. ABBREVIATIONS B. OR BOT. = BOTTOM O.T.O. C.I.P. = CAST IN PLACE REINF. CAR. = CLEAR R.O. CONT. = CONTINUOUS SW EL. OR ELEV. = ELEVATION SIM. E.N.W. OR ENW = ENGINEERS NORTHWEST SYMM. E.F. = EACH FACE T. E.W. = EACH WAY T.O.F. F.O.C. = FACE OF CONCRETE TYP. F.O.W. = FACE OF WALL FIG, = FOOTING U.N.O. H. OR HORIZ. = HORIZONTAL I.C.B.O. = INTERNATIONAL CONFERENCE V. OR VERT. OF BUILDING OFFICIALS V.I.F. I.F. N.T.S. O.F. = INSIDE FACE = NOT TO SCALE = OUTSIDE FACE W.A.B.O. = OUT TO OUT = REINFORCING ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE FACE = VERTICAL OUTSIDE FACE = WASHINGTON ASSOC. OF BUILDING OFFICIALS t»OOo7 PENN: NORTHWEST ENGINEERS — NORTHWEST INC. P.S. O91P6 POWs Y NIP 3W M. 45 RUN wNWWa1 Will (EN) Sa-11W CONSULTANTS REASONS ISSUE DATE al arawinq: ene .hne� m tee upeaee 7Z " coneblHre :1e ongilal antl unpublisM1ed work p of Ne Sabey Carporatior ..e MNe eam me gel be e" reaeetl. a :ea r eieelo :ee wiNhout the written co ntent f the Sabe Carcoration. SUMEMEMEMIIi DRAWING RACE: GENERAL EXODUS ( °tea RAE: INT- 501 -DEN PLOT: NOTES PROGRESS DATE: 4 -2D -09 PROJECT NUMBER: 99136003 DRAWN BY: S.V. CHECKED BY: R. JANKE APPROVED BY: BRAYING NUMBER: 60.1 FOOTING SCHEDULE M ARK SIZE REINF. F5.5 6'- 6 z6' -6 "x1 ' -5" 8 #5 BOT. E.W. F9.0 9'- 0x9- 0 "x2' -0" 11 #6 BOT. E.W. F9.5 9'- 6 "x9'- 6 "x2' -1 12 #6 BOT. E.W. F10.0 10' -O x10'- 0 "x2' -2" 13 #6 BOT. E.W. F10.5 10'- 6"x10'- 6 ° x2' - 4 15 #6 BOT. E.W. 311.0 11' -0 x11- 0 "x2' -5" 12 #7 BOT. E.W. F11.5 I1 -6 "x11 - 6"x2' - 6" 13 #7 BOT. E.W. F12.0 12' -0 x12'- 0- x2' -7" 14 #7 BOY. E.W. F12.5 12 -6 x12' - 6"x2' -9" 15 #7 BOT. E.W. F13.0 13' -0 "x13'- 0 "x2' -10 16 #7 BOT. E.W. F13.5 13' -6 "x13- 6 "52' - 11 18 #7 BOT. E.W. NEW 1E "0 Pp- PILE & CAP NEW 18"0 • PILE & CAP NEW 18 "0 o PILE & CAP- - G BEA00 ABOVE -F2 C 30 D-6.21 1 I 1 L_J F9.5 I_ 7< i I L_J L_J F12.5 F12.5 312.5 E Boa I I I I L_J L_ P12.5 F12.5 L_J L_ F12.5 F12.5 II I I e f t._ I I I a I I I 6 6 27 -9 " 27 - E E 17 rep. ® 2Q ®& V 10 NEW CONC. WALL 26 -6 29' -4g" � TP 7 PLACES 3 . 0 (3 I , i } I L -J L -J F12.5 F12.5 EXIST 10 ") STR. SLAB I o I I I L_J L_J F12.5 F12.5 26' 2" 26' -2 24' -71 DEEP TRENCH w/ DEEP GDNT PILE CAP BELOW IV 8' -0° 8' -0" NP. PILE CAP TRENCH SEE " EXIST. -3" DEEP CONT. PILE CAP - � 8'_0" g - 0" CAP SEE Ark 28 -7" q NEW 18 "0 PILE 1' -6 FORM INTERIOR FACE - OF WALL _ f n1 -= - 1 0 - fi L_J L_J F12.5 F13.5 27-94" y_f 27'_9° 10" NEW CONC. WALL L 1 3 _ _�-__I _ _ter - �� r_ - �t r- i €- r <I �€ -ter I �- f I 0- I- } - } I - 1- -a L_J L -J L _J L_J 5 L_J F72 F12 '^+ F12.5 F12 F12.5 r � I } o I 1 o I { } } s I - { f I} - - - -1 } f g! L_J L_J L_J L -J L_J L_J L_ L_J L_J F12.5 F12.5 ^ 1 F12.5 F12.5 F12.5 F12.5 F12.5 F125 •"- F125 Ark EXISTING" CONC. WALL. NEW iCxi Oxi 75- COL - REMOVE EXIST. COL - REM.._ EXIST. COL NEW ' 1001114 T.S- COL - REMOVE THIS PORTION OF PROJECTING SLAB - REMOVE EXIST. COL 4 NEW PILES SEE L_J L_J L_J L_ F72S F72S F72S F125 P z � - � _� - � € -- Ty r - 7 € r_� 3 r - �r�� I I o-{ I 1- I I II II I I I I I I I I I I FOUNDATION PLAN NOTE j " = 1' -0 i : I OOTDULE 2. TOP SEE OF SHEET ALL NEW 51.1 P FOR ILE F CAPS ING & SPREAD SCHE FOOTINGS AT EXTERIOR WALLS SHALL BE AT ELEV. -2' -0 2 27' -9' - -1 -I L_J L_ J F12.5 F12.5 27' -9.6 - 25' -7 NEW 8" CONC. WALL TO EXIST. COL. CONN. PER REMOVE EXIST. 1' -2" FTG. 11 /g r r- � � fi 1 r I I I } I I I �I Q1p I I I I I I SBEY 25 -7}" 25_4 } u._6., ARCHITECTURE L_J L_J F12.5 F12.5 6 BEAMS ABOVE -- -NEW 4 PILE CAP 8" NE CONC. WALL L L- F10.0 -- REMOVE EXIST. G. NEW 6 PILE CAP NEW CONC. WALL TO COL CONN. PER EXISTING 5 f � __ <� __� I1 I ` NEW 6 PILE CAP D:c CD NORTH'vtiEST ENGINEERS - NORMM£51 INC. P.S. 05601100 MUG IOC 52 l Alf M1E SERVE RCIR CI6 98115 (250) 593360 CONSULTANTS EXODUS DRAWING TITLE: F ARTIAL FOUNDATION PLAN PROGRESS DATE: 5/7/00 FILE: FpBCSED. PLOT: PROJECT NUMBER: 99136003 DRAWN BY: S.V. CHECKED BY: R. JANKE APPROVED BY: DRAWING NUMBER: FOOTING SCHEDULE MARK SIZE REINF. F6.5 6 8 #5 BOT. E.W. F9.0 9 11 #6 BOT. E.W. F9.5 9 12 #6 BOT. E.W. F10.0 11:0-0x10 13 #6 BOT. E.W. F10.5 NY -6"x10 15 #6 SOT. E.W. F11.0 11 12 #7 BOT. E.W. F11.5 11 13 #7 Bor. E.W. F12.0 12 14 #7 BOT. E.W. F12.5 12 15 #7 BOT. E.W. F13.0 13 16 #7 BOT. E.W. E13.5 13 18 #7 BOT. E.W. Q'10 • L_ F F' 2.5 E12.5 REMOVE 51" CONC. WA, GRID ®- 7 ' 1-- 7 8 ' 1 LL -,-- r . - - - 1 . 1 - _ i L _J - F12.5 • II ? ' • 90, F 5 • 1 F6 5 ; • F9.5 1 • I - I L - 1 - I L F13.0 F1,5 NEW FIGS. 25 L -6- 28' I - I 1 L L F12 5 -`• F12.5 -1 € -- I 1 3 -1 5 3 L_J L L_J L L - L L_J L_J F12 5 1^ F12.5 F12.5 F12.5 •"- F12.5 F12.5 712, Fe2.5 L F100 ""j L _ J L 1 F 5 -2 " I L __J z 2 r - - - - 72.5 F 5 , F12.5 012,5 F12_5 LAJ F12.5 - I- I _J ° L_ 5 ° I ° ° I 4 I 1 I ° I I ° F• 2 5 L _ 5 L c• F12 5 L F 5 L ,5 L •••- F1 F12.5 L _ F12 5 L .5 01 2, L_ 5 L _J -0" WALL 1 L _J L _J T---r I- - 4 L _ 7 • • Fl . I L _ _I F12.5 I . I L _I F12.5 T E - ,E - l I - I L_J 1 - 1 L_J ED 1 [:5 r. 1--1, 1 - I I - 1 04 " --- --' - - - 1,_ '- - 1,- ,1 - I, • • ' " EXISTING 8" SLAB ) w/#4 0 24"o/c .. WAY •?r ---1 -- lc 2 1------1 ? IF ?r I - I 101 .11 1-01 101 101 101 10-1 .101 101 1 0- 1' L_J L _ L_J L_J L_J L_J L_J L_J L_J 012,5 ''`• 012.5 012,5 012.5 ( 012.5 012.5 012.5 012.5 F12.5 012.5 • 1 • ,r -- r -- Ti_ 4 L_J Ld L_J L - 1 - 1„ 1 - _ _ - 7 I : 4 - I I - I - 41 _ _ _4 _ L - F13.0 L F13.0 - F13.0 L L1 L_J - F13.0 I L_1 L L L_J L B - r2 - n r " W - L 44 I I, _ _ re 64 T I1 - EXIST. 5i" CONC. F13 5 F10.5 L 011.0 F10.5 F10 0 F10.5 F10.5 F10.5 09.5 MI;4 TR.ErN REMOVE Exist si" 6 o i nig.ivALL. FROH N. SPR.D ET_BZi • 24'- 29.- 29 24-1" 2,-6" 24-6,1" 2W T I I r - r - r - 26.-2 2Y-94" FOUNDATION PLAN NOTE = V-0" 1.) SEE SHEET S1.1 FOR FOOTING SCHEDULE 23 TOP OF ALL NEW PILE CAPS & SPREAD FOOTINGS AT EXTERIOR WALLS SHALL BE AT ELEV. 2 0" 2T SIM. . i ■ ...1 s-;-/ -- -H-- 1 - 0 l'-.. - - 3 F:_ -1 1'- - - - - - - - -- - -- - 47 --: -1 ---- t r : : -- r © i',_7 , 1 , - F12.5 • .5 1"." ...=1 F9.5 I I- L 1 - F12.5 L -,412 I ---F45 L _J - T i 1 ,r - - I - ,E , „,r - ,,---,1 - ,-, L_J ,,----,1-- fi L 1 L_J L 1 - I I . I I ° I 4 I 1 •"••• FI 2 5 _J L - F12.5 -- ,ti 5 _. ' __[ ----1.- ---J- I i - I ----1 -- ?I''''l - . ..-. L _ _I ' ' L _J L_J F9 5 F12.5 F12.5 - F12.5 L , L_J L_J F12.5 I F12.5 F12 5 F PROVIDE 2 #11 V. 0 WALL END SIM. TO - L / 03; • EXIST 5i" CONC. • WALL T REMAIN FROM TO B F11.0 SIM. 5" 25 0 0 0 0 CD 0 0 ® 0 0 0 ® 0 Da000 - SA,BEY ARCHITECTURE NORTHWEST 00LNEDiS - ISORTIVEST WC. P.S. moans woolxvx MILE MM. 9811, (203) 125 CONSULTANTS REMSIONS ISSUE DATE Al drawings and written materiel apnea., her, the original and noon.. oLt W7t7io tItrw6Ta ' a= "ffcthe sobo, co 1■11111111111.1111= • EXODUS 1111111■111■ PLE: PDE.E.C. DRAWING TITLE: PARTIAL FOUNDATION PLAN PROGRESS DATE: 512/00 PLOT: , PROJECT NUMBER: 99136003 DRAWN BY: 5.v. CHECKED ST JANKE APPROVED BY: 1111111.1.111111111111.111111 DRAWING NUMBER: S1.2 BOLT SCHEDULE BEAM SIZE BOLTS R SIZE W12 (3) g I 4px *x0 -81 ' W14/&W16 (3) m I 4*xixO -81 W18 (4) g "m 44xax0 -111 W21 (5) g 4yxgxl -21 W24 (5) g 4140 W27 (6) g"m 41xix1' -6" 'N30 (7) g "m 444x1 -9" TYPICAL ROOF COLUMN TO �1 NEW BEAM DETAIL cp 16 40' -0 THIRD PLR. FOR SPECIAL f& A GRIDS 7 S SE; PLAN SLOPE TYPICAL THIRD FLOOR COL. /BEAM CONNECTION O 5" 8" 8x8 -.5. COL. 18 "x1"xt -6" 8. R - 11" FOR * "m BOLTS 12" FOR BOLTS 120 2 T.S. COL , FOR it. }" FOR y "R TYPICAL SECOND FLOOR COL. /BEAM CONNECTION PROVIDE 4 - "m THREADED STUDS WELDED TO BOTT. R TYPICAL FLUSH FOOTING DETAIL BOLTS PER ROTE: ALL g m BOLTS SHALL BE A490N C EXIST. BM. TYPICAL ROOF COLUMN TO 2 EXIST. BEAM DETAIL BM. PER PLAN rp. r: 3" RETURN' TOP & BOT., I E -F- 1 GRID 7O GRID ® GRID GRID 1 p G • NOTE STIFFENERS ARE WELDED TO EXIST. BM. 0 COL OE NEW 8x8 EVEN IF NO NEW T.S. COL BEAM OCCURS.— - EXIST. ROOF -.� FRAME BE. I W33 R BM. PER E V J I W30 GRID QE & 12 R r T.S. COL.— 000 WHERE CONC. WALL OCCURS — " 1 OCCURS BELOW BEAM PROVIDE #6x2 -0" 012 "oc �- — WELDED TO LOWER FLANGE OF BEAM T BM PER PLAN L4x4x} BRACE (ONE SIDE ONLY) AT QUARTER POINTS OF SPAN (3 TOTAL PER BEAM) TYP. DRAG BEAM BRACING NOTE' PROVIDE 4 BRACES FOR BEAMS SPANNING MORE THAN 30 -0 B.R SAME AS TYP. FLUSH FIG. DETAIL / (-NEW 6" SLAB r I o "r0 - III el III �!II =III= .r.11�SS LV =14 �f `30 "x30" PLINTH w / _re • o ; p l 8 #6 V. & 3 //3 ® 3"o /c TOP BALANCE 0 12 • o v a i p p 9 a p O TYPICAL DROPPED FOOTING DETAIL - 8M. IF ANY • SEE PLAN 9 "x "x0 -9" TOP R WELDED TO EXIST. BM. LOWER. FLANGE b 0 0 0 NOTE: SMALLER BM. DEZERMINES SCHEDULE SIZES. " -R FOR BEAMS S NOT SHOWN - R IS NOT CONT. THRU COL SEE CONNECTION SCHEDULE BEAM W30x99 W33x118 PLATE "L 20; "Hx26 "Wx1 29 "Hx38"Wx1" NO. OF gs 4490X BOLTS 6 EA BEAM 12 EA. BEAM' ADD 4 "m BOLTS AT (10 TOTAL) —� m EXIT. 9M.= TO BE REMOVED N. W27 BM. TYPICAL ROOF BEAM TO TYP. HORIZ. ROOF TRUSS EXIST. PEAM DETAIL ' ) MEMBER SUPPORTS TYP. ROOF PERIMETER BEAM CONN. AT GRIDS 1Q& C & f@ik —T.S. COL ELL SOLID w /4000PS1 NONSHRINK GROUT -- 1,1021V END is :/6 -gs 490N 80135 AT l1 b -E� COL PRO. ONE MORE BOLT THAN NOTED ON 0 3 D© C OE EXIST. FRAME BEAM 000 000000 1 41 -4'" 1 NOTE; EXIST. TOP R � ON COL --SA"R CONT THRU • EXIST. COL WEB I h EXIST. co,. 9 TYP. ROOF PERIMETER BEAM CONNECTIONS W18 OR W21 "x4" R EA SIDE OF BEAM 0 W18 AT W21 WELD 8x8 T.S. DIRECTLY TO BEAM BOTTOM FLANGE -8x8 T.S. BRACE 14 NOTE: NO TOP R OCCURS ON _MIST. COL. R CONT THRU 0ST. COL WEB EXIST. COL. • REMOVE PORTION OF EXIST. TRENCH NEW PILE CAP REMOVE PORD9 N OF EXIST. CONT.. PILE CAP EXIST. REINF. TO REMAIN. 10 5 ZONOLITE FILL ON ROOF DECK - q CONC. 0 FLOOR SLABS -1 t c ` p TYPICAL ROOF HORIZ. TRUSS CHORD SUPPORT t WEB BO STIFF R �OP & T- BEAM PER EL V. TYPICAL FLOOR CONN. AT EXIST. COLUMN G. 2'- 0"x2 -0" cow. TRENCH 1 -0" 1 -8" O NEW BEAM MECHANICAL OPENING AROUN ALL AROUND OPGS TYPICAL FRAMING AROUND ROOF & SLAB OPENINGS =III III II III = III =III PROGRESS DATE: 5 -2 -00 F1LE SECT LOT: B.R PER DET U NEW 39 "x48 - x16 -0 PILE CAP w 8 /j10B. & 2 //ST. w/ 4 ❑ ® 12 "o /c NEW 18 "m PILES 20GA EDGE. FORM ROOF OR / FLOOR DECK — I O e /� SiBEY ARCH ITECTURE NORTHWEST C7 ENGINB3t5 - NORTHWEST INC. P.S. memo MEM ea OMAN ME NE W M'W91Gf91 .115 005) 55 -]591 ONSULTANTS REMSIGNS ISSUE DATE RAVING NUMBER: appearing :ne n ar the sal c � :e t f :he Sabe! • EXODUS raTegete. east 66.1 2 #11 HOOKED 3' -0" INTO NEW PILE EXIST. Sq" CONC. WALL - - , _ o EXIST. Frc. BEYOND - C_ • NEW 8" CONC. WALL #6x2' -0" 12 "o /c WELDED /1 -- I -! TO COL FLANG n I E4 SIDE I L #4 C ® 12 "o /c 12 #11x10' -0 DOWELS AROUND EXIST. " 4 -6" 2 Ck EXISTING COL. SECTION D -6.2 0 A -6.2 L62 9 #10 80T. 5 #6 BOO. -- # Q® 12 "o /c NEW PILASTER ABOVE- SEE DETAIL a -6.2 2' -3" 1' -3" ,-- REMOVE EXIST. / 6'- 0 "x6' -0' FTG. „ -TOP OF PILE CAP ® -2' -0" 2 #1 x 8' -0" IN EA. PILE - _ 1 " MINIM , i .�1 ®r■wrr�rr I PILE -- - - -4 #11 w/4 #11x KED 12 -C" DOWELS HOO INTO NE PILE CAP EXIST. 12 "x33" BASE R I CONT. 1' -6" FTG. I 12" DEEP - SUPORT COL DURING � ,! � INST OF NEW PILE CAP " P4 PILE CAP J CAP IS 3' S" DEEP ��- 12 #6 BOT E.W. O NEW BEAMS ABOVE 84" EXIST. COL. I'-�" 6" - NEW CHANNEL WELDED � EA. SIDE OF EXIST. COL WEB - NEW 3x3xL WELDED TO 12 �j11 V. EA. SIDE F COL. WEB 12 HOOKED 3 x1 - 0 " 100 1 KE' -0" INTO NEW PILE CAP #40 © 12 "o /c Imirrimrze5w i mii — __.. L , 8" SLAB w / #4 ® 24 "o /c E.NB 4 1- 1' -3" EXISTING COL. #6x2' -0" ® 12" WELDED TO EXIST. COLUMN FLANGE NEVI 8" CONC. WALL- - - - i o3 EXIST / EXIST. 51" „ �CONC. WALL L NEW PLASTER,/ SEE DETAIL a`6.2 1 • ELS HOLD /\� \CLR. 9 #7 T. &B. • `'r 2 #11 HOOKED 3'-0" r INTO NEW PILE CAP NP. ALL 6 PILES caps \ �I CE NEW BIAS ABOVE �-9 #10 FROM . ORIGINAL PILE CAP 5 #6 BOT. 9 #1OWEST 0 BOT. IN L LAYER 11 #5 T.WN. i 3x3L WELDED TO EXIST. COL -� ADDED CHANNELS TO EXIST. COLUMN 3 #11 V. EPDXY 2' -0" INTO EXIST. PILE CAP 6 #11 V. w/6 -11x -- 12 -0 HOOK 3 -0" 2 ._ 4 . INTO NEW PILE CAP DETAIL a-6.2 1' -3" 7' -0 -TOP OF EXIST. SLAB • RETAIN EXIST. GRADE BEAM OVER NEW PILE IF POSSIBLE 3 SECTION A -6.2 SFCT. 11-6.2A EXIS, CONC. WALL & FOOTING TO RE1A1N.- R OVE 0057. 52 CONC. WALL g• REMOVE DUET. Ff. @ NEW EXTEND MST. REINF. INTO NEW FTG. _. iv SECTION B -6.2 & B -6.2A '-'1° — � I- - I- -4— =F —$ -f � - I - - 1 - I * 'I I' "I I p l d I Fi L I I 1 I I�•` ? L I- I I 1 al - r I -I la I,° I° _I I 1 IFTI I ° I- I - I. I p 1 1 1 vo 1' -3" 12 "o /c. WELDED TO COL xAr3E . -FEW 8 CONC. WALL -- 1,Q' - O' 0 92 "o /c VeLD. TO COL 41 I N'EW T8 PYLE� ID05, e8 °0 PILE SECTION E -6.2 SEE SCHEDULE ON SFR 51.1' -D 1 • - -.5, Pl. CAP Sc 5 - #.9 DO NOT CUT EXYaT. RERdF. c 1 ti l• • !' r —1' -6 OR 1' -2 SEE PLAN WELDED TO COL FIANGE. WHERE NEW B CONC. WALL OCCURS 8 B -62A. EXST. COLUMN - - #4ir@ 24 pc a 1 •_ 6 ° XTEND cXIST. REINF. T' -6 INTO NEW CONC. ' ALL AROUND / ! IXISi. 8° ON GRADE COL SLAB w z m NEW 2' -8" WIDE PILE CAP J I I 3 I L - - TOP OF NEW PILE CAP TO MATCH EXIST. CAP (- 2' -0 ") NEW 18 "0 PILE 1 -6" / 0 NEW 10x10 T.. COL. 5z._ 8" L � }}}x3" 1' S-C" 4 #1T w/ 4- #11x12' -0" �'� I HOOK - 3' -O INTO NEW 1.-6" _� PILE CAP 1 1' -6" /.I. 6 DETAIL C - 6.2 4 0 2a "oc EW. 1 .5, ANCHOR BOLTS TO REMAIN , o f 21 EXTENDNG PILE 1411 FROM NEW , PILES IMO CAP REMOVE PORTION OF EXIST. PILE CAP. DO NOT DESTROY EXIST. PILE CAP REINF. / TOP OF NEW PILE / CAPS ® EXIST. 3 PILE CAP. o EXIST. Sz" CONC. PANEL REMOVE PORTION OF EXIST. 14" 24" CONT.: GRADE BE.M 1 2- #11 TYP. !: EXT. WALL L l� PILE CAPS Ck EXIS, PILE CAP n4 ®t2" BOT. 2' -3" 4 -6 TYPICAL 2 PILE ;AP -9" RE!,. #4 ® 12" T. &B.J - WfA ofzir \ 5' -4- it s� � I / NEW 8" 11' EXIST. CONC. WALL 5} CONE. WALL 3'-11" #4 ® 12" 5 ® 12" T. &B 1\ j 3 EXIST. PILE CAP •:-I 16x" }x1' -4" N. R BOLTS ® 1' -1" EMBED 8° SECTION C -6.2 EXISTING PILASTER 6 #11x12' -0 "� DOWELS EMBED 3 0 INTO NEW PILECAP NEW 18 "0 PILE EXTEND EXIST. REINF. 1' -6" INTO NEW SLAB OVER NEW PILE CAP -2' -6 WIDE 2 PILE CAP -6 #6 BOT. Daoc� -wq DOWELS, HOOKED 3' 0 INTO NEW PILE CAP. — PILASTER DETAIL SABEY 'ONSLXTANTS REVISIONS ISSUE DATE ul e ARCHITECTURE NORTHWEST ENGINEERS — NORTHWEST INC. P.S. cow. 016 66P 900IIA91 AE NE ffAlllE RlaiCICN 98115 (106) 55-710 E p IIIJIR(�'H"6�]Cil C" e DRAWING TITLE: PILE DETAILS PROGRESS DATE: 5 - - PD FILE: PILES PLOT: PROJECT NUMBER: 99136/003 DRAWN BY: ay.. CHECKED BC R JANKE APPROVED B DRAWING NUMBER: 56.2 -- - REMOVE EXIST . COLL MN EXIEND EXIST. REINF. 1' -6" IN70 NEW CONC. -� 1'_E " - - - - - -- N EW PILASTER w/ #11V & # 12" w/ 4- 11x12 -0" DOWELS HOOKED 3' -C" INTO EXIST. PILE CAP SIM. TO SECT. B -6.3 NEW 18"0 PILE — EDGE CE EXIST. op, v 2 -3" i — EXIST. COLUMN 1 — #4 0 ® 12" L #8 B. ////' yC SECTION C -6.3 r't EXIST. PILE CE — EXIST. PILE W. -- 26" WIDE GRADE BM. q. NEW 18"0 PILE L EXIST. 2' -0" WIDE PERIMETER GRADE BEAM NEW 8" CONG WALL SECTION A -63 = , D 2- //11x12' -0" EA. SIDE OF EXISTING COLUMN1 -- -� y GRADE BEAM REINF. DO NQ CUT a i, SECTION 6 -6.3 1 F 1 - L —I_ J - -_ L __L —1— t 1 I- t_ 11 I H 1 I I I I 1:,1 I 1 _ -' '. 1 I 1 1 I I 1 1 i I 1 1 1 I I 1 1 1 1 I w I I 1 1 I 1 1 1 1 D 000- i -t i SAJ3EY E7 ENGINEERS - NORTHWEST INC. P5. cam. MOWS WS MUM AT. ME VIRE MKWCRN P6115(200515 -T. CONSULTANTS FILE: PILES ARCHITECTURE NORTHWEST • EXODUS 7i4_1c .cast DRAWING ETLE: PILE DETAILS PROGRESS DATE: 5 -2 -00 PLOT: PROJECT NUMBER: 99136003 DRAWN BY: S.V. CHECKED BY: R JANKE APPROVED BY: DRAWING NUMBER: