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BLD20100646.pdfa OV ED_4 IIII�lIII CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 1890 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 2/24/2011 Expiration Date: 2/24/2012 Parcel No: 00434400700100 —7j;;—".,tft. Ril.Mn1 Qn646 Project Address:�229_MAIN, ST, EDMONDSj WASHINGTON FEDERAL SAVINGS CRAFT ARCHITECTS BAKER CONSTRUCTION 425 PIKE ST 2505 3RD AVE SUITE 324 2711 EAST SPRAGUE ST SEATLE, WA 98101- SEATLE, WA 98121- SPOKANE, WA 99202- (206) 777-8303 Ext. (206) 720-7001 Ext. (509) 535-3133 Ext. LICENSE #: BAKERCD066CZ EXPA/8/2012 JOB DESCRIPTION NEW BANK, 2802SF. THIS PERMIT INCLUDES PLUMBINGAND MECHANICAL. 'g"0MPLE'fU VALUATION: $306,819 PERMIT TYPE: Commercial PERMIT GROUP: 10 - Bank GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: VB RETAININGWALL ROCKERY: N OCCUPANT GROUP: B OCCUPANT LOAD: 28 FENCE: N ( 0 X 0 FT.) CODE: 2009 JOT HER: N ------- OTHER DESC: ZONE: BD2 NUMBER OF STORIES: I I VESTED DATE: NUMBER OF DWELLING UNITS: 0 ILOT #: BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 1 BASEMENT: 0 IST FLOOR: 2802 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 REQUIRED:0 PROPOSED:•1 REQUIRED:0 PROPOSED:4 REQUIRED:0 PROPOSED: 6.8 HEIGHT ALLOWED:25 PROPOSED:21 REQUIRED: 0 PROPOSED: 60 SETBACK NOTES: Setbacks: Main, West property line, north property line, 3rd Ave. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THISAPPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/VER DEPUTY AND ALL FEES ARE PAP. Ah.VAN Signature Print Name' D. ATTENTION ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED, UBC109/ IBCI 10/ IRCI 10. ONLINE APPLICANT = ASSESSOR OTHER /cC� STATUS: ISSUED BLD20100646 • Prior to approval for final occupancy, property owner shall record against the property a public access easement across the southwest comer of the subject parcel, as noted on the approved Site Plan. • Separate Permit Required For: Sign State Electrical Demolition Side Sewer Water Meters) Right of Way • Lot line stakes must be in place at the time of foundation/setback inspection. • All new, extended, re -built or relocated electrical utility and/or service shall be placed underground. • Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309 • Submit all special inspection reports to the City Building Inspector on a weekly basis. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly fromthe issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. • REQUIRED SPECIAL INSPECTIONS FOR TMS PROJECT: 1) Excavation, grading, & site preparation 2) Soil bearing verification 3) Placement of fill & compaction 4) Footing drain 5)Temporary Erosion Control 6) Final Erosion Control 7) Site retaining wall/ rockery construction. 8) General site monitoring 9) Final letter from geotechnical engineer of record • 48 hours notice is required when requesting your FINAL Engineering Inspection. 425-771-0220, ext.1326. • Maintain erosion & sedimentation control per city standards. • Call for required inspections as noted and prior to backfill. • Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the permitted project. • Owner/Contractor to provide Water Service Line asbuilt at final inspection. See City Standards for requirements. • Owner/Contractor to provide Side Sewer asbuilt at final inspection. See City Standards for requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY, ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING (425) 771-0220 EXT. 1333 ENGEgEMG (425) 771-0220 EXT. 1326 FIRE (425) 775-7720 PUBLIC WORKS (425)771-0235 PRF TREATIMIETIT 425 672-5755 RECYCLING 425 275-4801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. • E -Pre -Con • &Traffic Control • E -Storm Connect to Stub • E Infiltration System • &Sewer MH Install on City Main • E -Sewer Tap on City Main • E -Water Service Purity,>2" • E -Water Service Line • &Double Check Detector Assem Vault • E -Access Slope & Width Verification • E -Pavement Compaction Test Report • &Retaining Wall Drainage • E-Fire/Aid Address Sign • B-Preconstruction meeting • B -Setbacks • B -Footings • B -Foundation Wall • B -Isolated Footings/Piers • B -Slab Insulation • B -Plumb Ground Work • B -Plumb Rough In • B -Gas Test/Pipe • B -Mechanical Rough In • B -Exterior Sheathing • B -Shear Nailing • B -Ceiling Grid • B -Height Verification • B -Framing B-Insulation/Energy • B-Sheetrock Nail • B -Building Final • F -Extinguishers • F -Fire Dept Inspection • F -Addressing Visibility • F -Fire Final • P -Planning Final le�@ IE434 0 IT1 m --I ca Ovx r X. -I m az 00 o cc xx -n m m Oma m U;u > 0 z cl) -n CA (D M CL a m oz0 5 o . CA Or (A-' CCa ID 1W zF= 0 2 'COO -< z 05 C�>- 1�1 in Ll 0 0 CL "Z' aoz co co 0 Co Z M 40 0 ;a -n m O 0 0 Cm 09 . > M. Z Z < (n 0.-1 > 0 Z -n xx mm cnQC Ir -j C� M to m T CD (D z -0 CL 0 0 C o c O CL (D m 0 G) Z o W CD 0 3D' z 0 OV eoMo�o v Applied: 09/10/2010 Issued: 02/24/2011 Expires: 02/24/2012 ��c. 1890 Address: 229 MAIN ST, EDMONDS Inspection Comments BLD20100646 10 - Bank (INSPECTION DATE INSPECTOR ACTION 1000 - E -Pre -Con 02/24/2011 LAMBERTJ CMP Comment: J.McConnell & J.Zulauf at pre -con. 1015 - E -Storm Detention System 06/30/2011 LAMBERTJ PAR 1001 - E -Erosion Control/Mobilization 04/20/2011 LAMBERTJ PAR Comment: TESC adequate at this time COR Comment: Need shear gate handle - also verify that handle will attach to ladder. 1001 - E -Erosion Control/Mobilization 08/19/2011 LAMBERTJ COR Comment: OK to final once street trees on Main St are 3" Bowhall. 1001 - E -Erosion Control/Mobilization 09/20/2011 MCCONNELL CMP Comment: Project finaled. 1002 - E -Traffic Control 08/19/2011 LAMBERTJ CMP Comment: Verified traffic control throughout project - no problems 1013 - E -Storm Tightline 04/20/2001 LAMBERTJ PAR Comment: OK to backfill - did not verify connection 1013 - E -Storm Tightline 06/30/2011 LAMBERTJ PAR Comment: Verified T/L connection to detention system 1013 - E -Storm Tightline 07/05/2011 LAMBERTJ CMP Comment: Verified T/L connection to CB 4 & 5, OK to backfill T/L @ SW corner connection to CB - Multiple visists to site. 1015 - E -Storm Detention System 06/29/2011 LAMBERTJ COM Comment: OK to backfill - Verified slope - AM & PM inspections 1015 - E -Storm Detention System 06/30/2011 LAMBERTJ PAR Comment: Verified mudding of detention pipe to the East CB 1015 - E -Storm Detention System 08/19/2011 LAMBERTJ COR Comment: Need shear gate handle - also verify that handle will attach to ladder. 1015 - E -Storm Detention System 08/26/2011 MCCONNELL CMP Comment: Approved. 1017 - E -Footing Drain Connection 07/05/2011 LAMBERTJ CMP Comment: Verfied Footing drain connection to CB 2 1022 - E -Sewer Tap on City Main 08/19/2011 LAMBERTJ CMP Comment: Verified connection to main - Contractor diconnected a portion of the main and plugged line South of cleanout - OK per Public Works 1025 - E -Sewer Lateral/Main Inspection 04/06/2012 MCCONNELL CMP Comment: Not required. 4/6/2012 9:52:53 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 1 of 4 INSPECTION DATE INSPECTOR ACTION 1026 - E-Sewer Lateral/Main Pressure Test 07/05/2011 LAMBERTJ CMP Comment: Not Required 1034 - E-Water Service Line 08/19/2011 LAMBERTJ CMP Comment: Final Approved 1039 - E-RPBA with HotBox 08/19/2011 MCMURPHY CMP Comment: Completed 1050 - E-Pavement Compaction Test Report 08/19/2011 LAMBERTJ CMP Comment: Compaction report received along Main and alley showing 95-99% compaction 1051 - E-Pavement Striping 08/19/2011 LAMBERTJ CMP Comment: J.McConnell on-site - Final Approved 1060 - E-Fire/Aid Address Sign 08/19/2011 LAMBERTJ CMP Comment: Final Approved 1076 - E-Cross Connection Final 08/19/2011 MCMURPHY CMP Comment: Received test reports - completed - sign off 1077 - E-Engineering Final 08/19/2011 LAMBERT) COR Comment: JL/JM on site - Correction notice given - See attached. 1077 - E-Engineering Final 08/25/2011 MCCONNELL COR Comment: Still working through some correction items. 1077 - E-Engineering Final 08/26/2011 MCCONNELL CMP Comment: Approved for final. Performance bond being held until right-of-way and storm system revisions are complete. 1101 - B-Preconstruction meeting 02/24/2011 STEINIKE CMP Comment: OK 1108 - B-Footings 04/12/2011 STEINIKE CMP Comment: 1108 - B-Footings 07/28/2011 BJORBACK CMP Comment: Footings for equipment enclosure. 1110 - B-Foundation Wall 04/15/2011 STEINIKE CMP Comment: 1114 - B-Isolated Footings/Piers 05/02/2011 STEINIKE CMP Comment: 1118 - B-Slab Insulation 05/03/2011 STEINIKE CMP Comment: 1120 - B-Plumb Ground Work 04/27/2011 STEINIKE CMP Comment: 1126 - B-Plumb Rough In 05/20/2011 STEINIKE CMP Comment: 1130 - B-Mechanical Rough In 06/07/2011 STEINIKE CMP Comment: 4/6/2012 9:52:53 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 2 of 4 INSPECTION DATE INSPECTOR ACTION 1132 - B -Exterior Sheathing 05/18/2011 LAWLER CMP Comment: wall sheathing 1133 - B -Roof Sheathing 05/19/2011 LAWLER PAR Comment: All approved except east gable dormer 1133 - B -Roof Sheathing 05/20/2011 STEINIKE CMP Comment: 1136 - B -Shear Nailing 05/26/2011 STEINIKE COM Comment: Behindy vault ok. 1136 - B -Shear Nailing 08/25/2011 LAWLER CMP Comment: 1138 - B -Ceiling Grid 07/28/2011 STEINIKE CMP Comment: 1142 - B -Framing 06/22/2011 STEINIKE CMP Comment: 1146 - B-Insulation/Energy 06/27/2011 LAWLER CMP Comment: 1150 - B-Sheetrock Nail 06/30/2011 STEINIKE CMP Comment: 1158 - B -Building Final 08/11/2011 STEINIKE PAR Comment: Walked through. 1158 - B -Building Final 08/23/2011 LAWLER COR Comment: see correction notice 1158 - B -Building Final 08/25/2011 LAWLER PAR Comment: Approved except engineering and planning finals. 1158 - B -Building Final 08/25/2011 LAWLER CMP Comment: 1955 - F -Extinguishers 08/12/2011 SMITHM CMP Comment: APPROVED 1975 - F -Fire Dept Inspection 08/12/2011 SMITHM CMP Comment: APPROVED 1980 - F -Addressing Visibility 08/12/2011 SMITHM CMP Comment: APPROVED 1985 - F -Fire Final 08/12/2011 SMITHM CMP Comment: APPROVED 2000 - P -Planning Final 01/10/2011 LIEN COM Comment: Landscape and building ADB review. 4/6/2012 9:52:53 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 3 of 4 INSPECTION DATE INSPECTOR ACTION 2000 - P-Planning Final 07/27/2011 MCCONNELL COM Comment: Prior to start of project two street trees existed on Main Street. With this project two street trees will be replaced in the right-of-way on Main Street. Street tree shown on approved plans on Main Street nearest the alley has been eliminated due to spacing conflicts and alley sight distance. 2000 - P -Planning Final Comment: Signed off by planning. 08/29/2011 LIEN CMP 4/6/2012 9:52:53 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 4 of 4 . . . . . . . . . . . . . . . . co C6 mf � r oiN -,moo i • aro; ` O i pppp 6� ill D m , 8 - D Z D P n�� N N SF i^L^ Ln Q s m '4 IQ WASHINGTON FEDERAL SAVINGSEJ ^91"' 229 MAIN STREET EDMCN . WA 98020 -I �all &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION August 24, 2011 Mr. John Yeckel (Email) WASHINGTON FEDERAL 425 Pike Street Seattle, Washington 98101 RE: Final Letter Washington Federal Savings Branch Bank 229 Main Street Edmonds, Washington Dear Mr. Yeckel, KA No. 096-11043 Permit No: 10-646 In accordance with your request and authorization, we have performed periodic special testing and" inspection services for the above referenced project. The special inspections for this project were: • Geotechnical Evaluation • Soil Bearing Verification • Reinforced Concrete • Excavation Inspection • Soil Compaction Testing To the best of our knowledge; the above referenced items have been found to be in general accordance with the approved plans and specifications. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (425) 485-5519. ---- — -- - -- -- -- -- -- -_ _ JMAm INC. C.C. CRAFT ARCHITECTS (EMAIL) DAVIDO CONSULTING GROUP (EMAIL) BAKER CONSTRUCTION (EMAIL) CITY OF EDMONDS RECEIVED AUG 2 5 2011 BUILDING OFONT EDMONDS 11715 North Creek Parkway South C-106 Bothell, Washington 98011• (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611043 Final Letter.doc I IMP 5PECIAL INSPE.CTION AND TESTING AG REIME, NT Nrxntt,;V.: 10 "'Prp t: ,,Prior to this fo;'Itt must be -completed in -its entirely and returned to the Qtyf¢r 4-form-must eave Sig. dilpardes. "rovat Ae compka acknowicdg)�i DUTIES AND RESPONSINTLITTE-$ 9v.eojfkj;bsvec,.dggrm - I d eciAlInsiors: fi-Ap $ _v m -The 9PAOiallA %t, c C.P.*e- S '-will porfom'special 144p,ec , fijT,4o6rth;e fdllowifigt5jes of work�(sepgate.fbrnis must be auhriftqejO if more thou OnA.-firm isJo bp employed): '0"Mling in:Obrtorf4fo, CT Shodorelte ' Stxitcttral ry D Spray applfed�Fjteproofit g C3 StTioke�ContmA.Sy4teiris: 0 LPLteral Wood, .6rutfino/sDils 0 Other -ARindi,vidua.1 inspbAis.wV6 e plejied ori this opoJeaviabo type pf.'vok tbeyVe-to for: wOrk.that ismot..00vered,by-tho!W.ABD categories;-or..the, irx0ectoris,not WAHO, certified; ardetailed rest xheofthe insP optqr:4iTa.oxqfu,="qualified,byeducation3nd-exptxitnett6,,perform,.tewotk-andtesting:req�iied�_y.ihe I ,p ,,rqj,ee.t-_dem@rt,6ad"' �ptttXi„ioatio is. The*orkshzll-be ijUVadt4df6r -And va6*da sixeetswill noilb.t.usedAr inspection,'Jnlegs t be -Y Uft.Wn,* by:tJ ie City. Iuslieatiott Y roo5iag, bAll hidlWC maintained 4n site; t4e6hpetit par.f(rAW, , Azzy nonoo*rm rlc Aveekjy.rc J14PActj OA "Ows mid 1pzsting p#fortned�, fi$ 9 was compkte in,coiifbm=6 Wilh-ft Any urtresollved disorepanoies.vqq �ppry b. -e dbttiiled iri;tkte7h.40:tePort, G.� pi 14 17610r. 20 1 Mrmmpftial.lnspwdon f6rm,4 oe I 0/i 1Y261 0 Speclion. The .City aO,Orovad.pIan �af thqjObAite for the use. of the Bptojgl .insvector and the -City -inspector. ne,confractor, sbiiII,nmftttain:aU dAilyinspectionx*arts., ori site, ;6rrovi6iv by are oomid6red.to%b.e in addifion.to The, 'special ip,5peetion functions the no=! inszrections performed,by. the ity, and ,46'eontract,or-i&x esponsible for contaetirigthc -City to. schedule regular: inspeotions. Nucoiicrere§ball.b6 en ' o&ea.or, ot4or -w6fl �cbyered twti Lapt ovolisgiv byt�ecity.,insootor, V1, , theb!`Idl� -dopartmeritsh0hreview any revisions and addenda. g inspection Earle%ions ior CDMJlazjce, with.the agpetm*pfit and the aj)proved plans. '1:4c- City, inspector. shall bo r6s on-SiVib-forapprovi-n p -, g..vanous.-Stages-.Of consimct6n to be cowred-andTbr Work to proceed. Wjqlx: -on the specifications the specielo types of special GhW4t Ahd/o� on&eex will e) early jadi Cate plans and spwi� 'a , khedule forinsp fipnind iesfin$, The arahitect.andior eronecr-,will eot2fdins :peotionlCquired,and '"shall ija6ude;.,cc jndte-t6i: roVisioiimad addenda pfooess in suph a -way as'to insvp that.alj:required City approvals obt'ai",npd,-pnor:io,work--sho,Am oD thenvisions; bein.g.perfori-ned:inthe field. yr er- Ae jtrpjeaov.mcx, or tjic#Clu'tt.GA-q 0in rengifter 4 the I C�o SUM e MPI OY�Im, P lal:ip6peaoror 48enqy. ENFORCEMENT A fillm of the special- ippeotor,or C= to pc#brr� in keeping wiih the requirements of the T.MC, the:approvqa plans -and -this d . oewrimt, inttY.-�M I tha:Bvjldiqg-, Official . 'qa ppr oval of tl e, spe6Alinspect6t. now sp001 inspeoii)faii� or.,firinNNiould-.needto•beproposedf6r:approval, Aliifuro: of fife design and/or, STOP. Wo nonce bOng,ppst6d oft -t . ho%pr6jeoi until contotpAngiterns-live. been resolved-, - thane read andzgee-tb.comply -with the-'toftns-and pixidit I A 'C'LCL-11'( S' iatiir`e. oil a4tor: V_ —GV- C 81i9j*11re COW hisp 1]; Y �60FFEDMONb§ bVhWG-bt�T. ACCEPTED FOIZ T NIP TOW, 2010\Fdft1i8\SP*O121'Jn$Pt*t On f6mdwl kwldio !DAte Dater 11'. Pate; aE-Mid LE & ASSOCIATES, IN s ll GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION April 29, 2011 Mr. John Yeckel (Email) WASHINGTON FEDERAL 425 Pike Street Seattle, Washington 98101 RE: CONSTRUCTION TESTING AND INSPECTION Washington Federal Savings Branch Bank 229 Main Street Edmonds, Washington Dear Mr. Yeckel: KA No. 096-11043 Permit No. 10-0646 RECEIVE:..�� IMAY 16 2011 DEVELOPMENT SERVICES COUNTER In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 134077 dated March 31, 2011. • Compaction Report 35926 dated March 31, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRA_7_AN AS CIA ES, INC. William Throne Operations Manager Pacific Northwest Division wTft C.C. CRAFT ARCHITECTS (EMAIL) REC E 1WE DAVIDO CONSULTING GROUP (EMAIL) BAKER CONSTRUCTION (EMAIL) I'' ��Y 16 2011 CITY OF EDMONDS r J DEVELOPMENT SERVICES COUNTER 11715 N. Creek Parkway South Ste 106, Bothell 980110 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611043 DFRdoc UKrazarz AsOciates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: -2 PROJECT #: Q ?d5 —!/0413 PROJECT: t t , LOCATION: LVI KRAZAN PROJECT MANAGER: 4pIEOREPORT NO: 13 4 O r j CONTRACTOR:_�a�c�- JURISDICTION: PERMIT #: INSPECTOR:e�, WEATHER:_TEMP: INNIVL 1-.i�s"_7�ir� IM— � `_ -- --�-•�ar��i� �1� EI q E® Lull iEVELOPMENT S Equipment/Asset Number(s): To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: ,,a This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This informs ion is bject to review to final submittal By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 • i COOCWN ^ Krazan& Associates, Inc. REPORT NO.: s5926 • GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: -3/3J�/ CONTRACTOR: PROJECT#: -09a L%0q.3 PERMIT NO: l0- 4244( PROJECT: Gt%r INSPECTOR: =,�* f LOCATION: 42-1 t!&_an _St Gc14 JURISDICTION: o,zo(3 KRAZAN PROJECT MANAGER: WEATHER: �'_/ �r/iz (t TEMP qO�S ❑ WASHINGTON DENSOMETER ❑ SANDCONE X NUCLEAR TEST ❑ OTHER LOCATION P N/ T / 2 �M r ❑ Paved Areas (circle one): Sub / Agg /Asphalt ❑ Building Pad (s) X Other ❑ Trenches (circle one): Sewer/ Water/ Storm Drain/ Utly Test Elevation L ation(Comment Curve Mode & Depth Density ,=.p Moist Percent Required % Compaction p �. c f r >�xcav��,.. �j vy i a `" f �/• 9 / 1.8 Gj' � ��o RECEIVED 3 2011t DEVELOPM NT Map Location: ❑ Attached Curve Test Method: ,4 - J -/57-7 Daily Avg. Std Count Densities Daily Avg. Std Count moisture sN Gauge# — 9 3707.0 This testing does not preclude the possibility that the soil or hot -mix asphalt may be loosened by future construction activities or rainfall events. The compaction tests were performed at the approximate locations and elevations shown and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. To the best of my knowledge, the ab e WAS AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: L-2, �Gyl Serving the Western United States This field report indicates our inspector's observation and testing information e results based on the site condition and contractor's activities. This informatn is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided io others a site. Revision 2 1502 Compactions Report.doc Effective Date: 11/15/07 The information provided in this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written uemtission of the h— .ted ta.>.., e e Krazan &ASSOCIATES, INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION May 2, 2011 Mr. John Yeckel (Email) WASHINGTON FEDERAL 425 Pike Street Seattle, Washington 98101 RE: SOILS LABORATORY TESTING Washington Federal Savings Branch Bank 229 Main Street Edmonds, Washington Dear Mr. Yeckel: KA No. 096-11043 Permit No. 10-0646 Lab Report No. 3 Pagel of 3 RECEtV�p MAY 16 2011 DEVELOPMENT SERVICES COUNTER In accordance with your request and authorization, we have performed laboratory tests for the above referenced project. Laboratory testing was performed in accordance with ASTM standards. Attached are the results of the Proctor Value, Sieve Analysis and Moisture Content for sample number 40195 dated April 22, 2011 as performed in the Krazan and Associates laboratory. If you have any questions; or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOC ES, INC. William Throne Operations Manager Pacific Northwest Division WTAm C.C. CRAFT ARCHITECTS (EMAIL) DAVIDO CONSULTING GROUP (EMAIL) BAKER CONSTRUCTION (EMAIL) CITY OF EDMONDS 11715 N. Creek Parkway S., Suite C-106 Bothell, Washington 98011 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611043 LAB 03 Test Results (ASTM C-136 & ASTM C-117) Opening Percent Spec." Pass? Size Finer (Percent) (X=Fail) .75 100.0 100.0 - 100.0 .625 98.1 .5 88.3 80.0-100.0 .375 78.8 .25 69.2 #4 62.0 46.0-66.0 #8 41.6 #10 36.8 #20 22.7 #40 16.0 8.0-24.0 #60 12.4 #100 9.8 #200 7.4 0.0-10.0 EC E MAY 16 I NEI MINE milli IN I INN III IN I MINE 111-1 IN INII 0 nomii MINI III 1 11111111 ll§Elllll INN I i_riiiiii 1111111111 % Fines Test Results (ASTM C-136 & ASTM C-117) Opening Percent Spec." Pass? Size Finer (Percent) (X=Fail) .75 100.0 100.0 - 100.0 .625 98.1 .5 88.3 80.0-100.0 .375 78.8 .25 69.2 #4 62.0 46.0-66.0 #8 41.6 #10 36.8 #20 22.7 #40 16.0 8.0-24.0 #60 12.4 #100 9.8 #200 7.4 0.0-10.0 EC E MAY 16 Material Description 5/8" -minus, C.S.T.C. Atterberg Limits (.ASTM D 4318) PL= NP LL= NV P1= Classification USCS (D 2487)= SP -SM AASHTO (M 145)= A -1-a Coefficients D90= 13.1529 D86: 11.7046 D60= 4.4196 D50= 3.1251 D30= 1.4684 D15:0.3723 D10= 0.1586 Cu= 27.87 Cc= 3.08 Remarks Sample ID: 40195. Natural Moisture Content (ASTM D-2216): 2.49 Date Received: 4/22/11 Date Tested: 4/26/11 IED Tested By: Corbett Mercer 20 Checked By: Corbett Mercer il Title: Lab Manager 5/8" minus, CSTC (M 41-10, 9-03.9(3)pEVELO SE Location: Import for Building Pad COUNTER Date Sampled: 4/22/11 Sample Number: 40195 Client: Washington Federal Savings Project: Washington Federal Savings Branch Bank ,7,;M q"Kiaz . . 11 Project No: 09611043 Tested By: Corbett Mercer Checked By: Corbett Mercer . COMPAC"TtOrEST REPORT FokAve No. C 133 132 0 ZAV for Sp.G. _ 131 _ 2.60 U CL N C U 130 129 128 3 4 5 6 7 8 9 Water content, % Test specification: ASTM D 1557-07 Method C Modified Elev/ Depth Classification Nat. Moist. SpG. ' LL PI % 3/4 in. No.200 USCS AASHTO SP-SM A-1-a 2.49 2.60 NV NP 0.0 7.4 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 131.7 pcf Optimum moisture = 6.1 % 5/8"-minus, C.S.T.C. Project No. 09611043 Client: Washington Federal Savings Project: Washington Federal Savings Branch Bank Date: 4/26/11 o Location: Import for Building Pad Sample Number: 40195 Remarks: Sample ID: 40195. Sample Date: 4/22/1AECE'VE 16 2011 DEVELOPMENT SERVI E COUNTER 7 K aza Tested By: Corbett Mercer Checked By: Corbett Mercer 1. .. • 0 007V-, ����r 4 MONK- 'Ahm Krazan & ASSOCIATES INC- GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION May 6, 2011 Mr. John Yeckel (Email) WASHINGTON FEDERAL 425 Pike Street Seattle, Washington 98101 RE: CONSTRUCTION TESTING AND INSPECTION Washington Federal Savings Branch Bank 229 Main Street Edmonds, Washington Dear Mr. Yeckel: KA No. 096-11043 Permit No. 201-00646 RECEIVED k4 rY 16 2011 DEVELOPMENT SERVICES COU In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 134326 dated May 3, 2011. • Compaction Report 38316 dated May 3, 2011. • Field Report 134327 dated May 4, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCI&TES, INC. William Throne Operations Manager Pacific Northwest Division WTAM C.C. CRAFT ARCHITECTS (EMAIL) DAVIDO CONSULTING GROUP (EMAIL) BAKER CONSTRUCTION (EMAIL) CITY OF EDMONDS 11715 N. Creek Parkway South Ste 106, Bothell 980119 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611043 DFRdoc "..M.Kr�([� REPORT NO: 1 4 S L b c`LZ1 &10s�ciates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: —AIC PROJECT #: U /-3_ JURISDICTION:--- PROJECT- URISDICTION:�PROJECT- F; 7 l �,���� f PERMIT #: L-3 t- ?O l U �6 LOCATION: �2 �' Xg/,f ,Sfir,f INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER: ,�,�4 TEMP: $3" Equipment/Asset Number(s): To the best of my knowledge, the abca�) WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Techniciag_ e This report indicates our inspector's observation and testing results based on the site condition and contractor's activities This IN ti s subject to review o fi submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on The information p I ed s r is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 I CO*c0ON no -Am KraZan & Associates, Inc. REPORT NO.: 3$316 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: M� 3, -?Ol/ CONTRACTOR: 01"/ 11 PROJECT #: 0,76 l `�-3 PERMIT NO: 13 LI) PROJECT:L/. ��Y�, l INSPECTOR: LOCATION: 1?2l9-11,)1t JURISDICTION: KRAZAN PROJECT MANAGER: WEATHER: TEMP: 5 S ❑ WASHINGTON DENSOMETER ❑ SANDCONE ❑ NUCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle one): Sub / Agg / Asphalt Building Pad (s) ❑ Other ❑ Trenches (circle one): Sewer / Water / Storm Drain / Utly Max Dry I Opt Curve Unified Soils Classification Density Moisture Test Elevation Location(Comments) Curve Mode & Depth Density Moist Percent Required % Compaction 0(; &'lC z l 1;f - Z 12S Cf. S 9 J_ 6 C J6 2011 OEVELOPM NT SERVICES .,.,ur r crs Map Location: Curve Test Method: This testing does not preclude the possibility that the soil or hot -mix asphalt maybe oosened by future construction activities or rainfall events. The compaction tests were performed at the approximate U Attached Daily Avg. Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork Daily Avg. Std or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture approved project plans and specifications. Gauge# To the best of my knowledge, the abov A WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United tates _ This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. /502 Compactions ReportRevision 2.doc Effective Date: 11/15/07 The information provided in this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the wnnP „r ,>v &�Krazaan s•ciates, Inc. 0110 REPORT NO: 134327 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: �%, -'2 PROJECT #:G PROJECT: LOCATION:�221 KRAZAN PROJECT MANAGER: CONTRACTOR: JURISDICTION: PERMIT #: /3/- 1-)�i to c) INSPECTOR: WEATHER: 5�,� �s� TEMP:' A42-0 i6h aji, -fid/ A-G'.-I!� l,.t/11 1 A /> 5357 Equipment/Asset Number(s): COUNTER To the best of my knowledge, the abo a WA AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.Y� Superintendent/Representative: Technicim:A/ _ -, This report indicates our inspector's observation and testing results based on the site condition and contractor's activme . This informat s subject to review prior gyittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on s' The information provided thisp ort is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 f�dKrazan & ASSOCIATES, IN D Ig II GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION May 10, 2011 Mr. John Yeckel (Email) WASHINGTON FEDERAL 425 Pike Street Seattle, Washington 98101 RE: CONSTRUCTION TESTING AND INSPECTION Washington Federal Savings Branch Bank 229 Main Street Edmonds, Washington Dear Mr. Yeckel: KA No. 096-11043 Permit No. 201-00646 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 134281 dated April 22, 2011. • Compaction Report 38371 dated April 22, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & A SOC TES, INC. William Throne Operations Manager Pacific Northwest Division WT/Im C.C. CRAFT ARCHITECTS (EMAIL) DAVIDO CONSULTING GROUP (EMAIL) BAKER CONSTRUCTION (EMAIL) CITY OF EDMONDS RECEIVFV MAY 2 5 2011 BUILDING DEPAR(imi; CITY OF EDMONDS 11715 N. Creek Parkway South Ste 106, Bothell 980110 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611043 DFRdoc ' a �2 °i �I�'azan & Askiates, Inc. FIE•REPORTNO: �� GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: bz))4.,g PROJECT #: ©QLo ` 1 U ' JURISDICTION: _�elrn [Z(t rl S PROJECT- \A)Piz MeA PERMIT#: -�-w "00 to 4 p LOCATION: 11!E ->2-Q- "A) N INSPECTOR:-, G -6 e) KRAZAN PROJECT MANAGER: WEATHER: Mcn Uel iA TEMP: A rc� v a 0 \ •a. BUILDING DEPARTMENT Equipment/Asset Number(s): To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: �chnAapi: This report indicates our inspector's observation and testing results based on the site condition and contractor's ac""T s. information is subje view prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by ,hers site. The infor tion pro ed on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United State§-� Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 ddKrazan& Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INt��p ; COMPA N REPORT NO.: 3 33 7 1 DATE: �� t MAY 2 5 2011 CONTRACTOR: PROJECT #: pia -LP ' 1 u qrt, BUILDING DEPAK i Wid PERMIT NO: .101, r Db (D%P TY OF EDMON06 PROJECT: 111) N '�ea INSPECTOR: LOCATION: I-- r,�M uocrlm> JURISDICTION: eAME� KRAZAN PROJECT MANAGER: WEATHER: 0r)uC11A TEMP: 40 t> ❑ WASHINGTON DENSOMETER ❑ SANDCONE NUCLEAR TEST ❑ OTHER LOCATION MAP N 2 ❑ Paved Areas (circle one): Sub / Agg / Asphalt -9 Building Pad (s) ❑ Other ❑ Trenches (circle one): Sewer/ Water/ Storm Drain/ Utly Curve Unified Soils Classification Max Dry Opt Density I Moisture Test Elevation Location(Comments) Curve Mode & Depth Density Moist Percent % Compaction Required 1 m I •� �C� • 3C1� ')r it e— IN i. l I 1C • J J Map Location: ❑ Attached Curve Test Method: Daily Avg. Std u Count DensitieAS Daily Avg. Std �v Count moisture �4 Gauge# This testing does not preclude the possibility that the soil or hot -mix asphalt maybe loosened by future construction activities or rainfall events. The compaction tests were performed at the approximate locations and elevations shown and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Serving the Wester iced Sobeenp This field report indicates our inspector's observation and testing results based on the site condition and contractor's activination is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report h by others on site. Revision 2 1502 Compactions Reporr.doc Effective Date: 11/15/07 The information provided in this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. .e�. & ASSOCIATES, IN E!1 I$ (I _— Krazan _ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION May 12, 2011 Mr. John Yeckel (Email) WASHINGTON FEDERAL 425 Pike Street Seattle, Washington 98101 RE: COMPRESSIVE STRENGTH TEST RESULTS Washington Federal Savings Branch Bank 229 Main Street Edmonds, Washington Dear Mr. Yeckel: KA No. 096-11043 Permit No. 10-0646 RE .c I V E® MAY 2 5 2011 BUILDING DEPARTMENT GTY OF EDMONDS Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William Throne Operations Manager Pacific Northwest Division WT/lm C.C. CRAFT ARCHITECTS (EMAIL) DAVIDO CONSULTING GROUP (EMAIL) BAKER CONSTRUCTION (EMAIL) CITY OF EDMONDS 11715 N. Creek Parkway South Ste 106, Bothell 980119 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611043 BRK.doc IlnUer McPUrl. rurrn v ... -1'. _.T 006 Bothell, Wa., 98011 Project No: 096-11043 Cylinder Code: 40277 Pour Date: 5/4/11 Report No: 51351 Weather: Sunny Jurisdiction: City of Edmonds Permit No. BLD20100646 Project: Washington Federal Savings Branch Bank Engineer: Davido Consulting Group Location: 229 Main Street, Edmonds, WA Architect: Craft Architects Client: Washington Federal Savings Contractor: Baker Construction Field Data Test Field Reported Batch Data Code % Air (ASTM C-231) Temp. (ASTM C-1064) 58 C.F. Load (lbs) Stir. (psi) Set # Batch Time: 5/11/11 Slump (ASTM C-143) 3 Sampling (ASTM C-172) X 40277-2 Sample Time: 7:35 AM 28 4 x 8 Making (ASTM C-31) X Unit Wt. (ASTM C-138) 6/1/11 Truck #: C137 1 40277-4 Other 28 4 x 8 Ticket #: 22466 Inspector: Marty Mundy Design Wts. Actual Wts. Mix No. 1230OF 1230OF Field Notes: Slab on grade, ten footings and piers for entry ways. Cem. (lbs) 376 375 F. Ash (Ibs) 94 93 Please refer to Field Report No. 134327. Agg. 1 (lbs) 1600 1604 Agg. 2 (lbs) 350 346 Agg. 3 (Ibs) Sand (Ibs) 1470 1477 Water (lbs) 242 218 Air Ent. (oz) Poly997 (oz) 29 27.6 RECEIVED Other (oz) Other (oz) MAY 2 5 2011 other (oz) Water Added on Job (gal) 0 BUILDING DEPARTMENT CITY OF EDMONDS Supplier: CNW Plant Number: Everett Site Mix: Initial Curing Temps High -Low: Consolidation Method Field Test Results Ambient Air Temperature: 47 Mechanical: Conforming Load Size: yds Manual: Non -Conforming Sample @ cy of cy Laboratory Data Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 5/10/11 Cyl. Test Field Max. Comp. Code Date Cure Age Dimension Area C.F. Load (lbs) Stir. (psi) Set # 40277-1 5/11/11 7 4 x 8 12.56 1.0 28,040 2,230 1 40277-2 6/1/11 28 4 x 8 1 40277-3 6/1/11 28 4 x 8 1 40277-4 6/1/11 28 4 x 8 1 P.M. Review: X0 Date Reviewed: _ S Lab Data Reviewed By: R.L. Mercer Date Reviewed: 5/12/2011 Break Tested Laboratory Type By Test Methods 5 CM ASTM C39 X ASTM C109 ASTM C617 ASTM C1231 X ASTM C780 Other Lab Test Results Conforming _ Non -Conforming This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Cylinder Report Effective Date: 4-08-2009 rm QLQI I QI IU /-%00V%AC1LV0 i Inaer Kepon rorm - ii,- � r - v� ��r. r Q- -°""r -J. 4. lay 006 Bothell, Wa., 98011 Project No: 096-11043 Cylinder Code: 40146 Pour Date: 4/12/11 Report No: 51342 Weather: Sunny Jurisdiction: City of Edmonds Permit No. 10-0646 Project: Washington Federal Savings Branch Bank Engineer: Davido Consulting Group Location: 229 Main Street, Edmonds, WA Architect: Craft Architects Client: Washington Federal Savings Contractor: Baker Construction Field Data % Air (ASTM C-231) Temp. (ASTM C-1064) Slump (ASTM C-143) 2.25 Sampling (ASTM C-172) Making (ASTM C-31) X Unit Wt. (ASTM C-138) Other Inspector: Marty Mundy Field Notes: Perimeter footings. Please refer to Field Report No. 133882. Consolidation Method Mechanical: Manual: 47 X RECEIVE—® MAY 2 5 2011 BUILDING DEPARTMENT CITY OF EDMONDS Field Test Results Conforming Non -Conforming Reported Batch Data Batch Time: Sample Time: 12:45 PM Truck #: C141 Ticket #: 21956 Design Wts. Actual Wts. Mix No. 1230OF 1230OF Cem. (Ibs) 376 377 F. Ash (Ibs) 94 93 Agg. 1 (Ibs) 1600 1600 Agg. 2 (Ibs) 350 354 Agg. 3 (Ibs) Max. Sand (Ibs) 1398 1403 Water (Ibs) 280 280 Air Ent. (oz) Code Poly997 (oz) 28 28 Other (oz) C.F. Other (oz) Str. (psi) Other (oz) Type Water Added on Job (gal) 0 Supplier: Concrete Nor'West Plant Number: 7 Site Mix: 12.56 Initial Curing Temps High -Low: 44,600 Ambient Air Temperature: 57 Load Size: yds Sample @ cy of cy Laboratory Data Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 4/13/11 Cyl. Test Field Max. Comp. Break Tested Laboratory Code Date Cure Age Dimension Area C.F. Load (Ibs) Str. (psi) Set # Type By Test Methods 40146-1 4/19/11 7 4 x 8 12.56 1.0 44,600 3,550 1 3 CM ASTM C39 X 40146-2 5/10/11 28 4 x 8 12.56 1.0 64,340 5,120 1 .2 CM ASTM C109 40146-3 5/10/11 28 4 x 8 12.56 1.0 66,550 4,820 1 2 CM ASTM C617 40146-4 5/10/11 28 4 x 8 12.56 1.0 64,920 5,170 1 2 CM ASTM C1231 X ASTM C780 Other P.M. Review: Date Reviewed: Lab Test Results Conforming X Lab Data Reviewed By: R.L. Mercer Date Reviewed: 5/11/2011 Non -Conforming This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Cylinder Report Effective Date: 4-08-2009 Kraz'-an & ASSOCIATES, IN.1JXll GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION May 17, 2011 Mr. John Yeckel (Email) WASHINGTON FEDERAL 425 Pike Street Seattle, Washington 98101 RE: COMPRESSIVE STRENGTH TEST RESULTS Washington Federal Savings Branch Bank 229 Main Street Edmonds, Washington Dear Mr. Yeckel: KA No. 096-11043 Permit No. 10-0646 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William Throne Operations Manager Pacific Northwest Division wT/Im C.C. CRAFT ARCHITECTS (EMAIL) DAVIDO CONSULTING GROUP (EMAIL) BAKER CONSTRUCTION (EMAIL) CITY OF EDMONDS RECEIVED MAY 2 5 2011 BUILDING DEPARTMENT CITY OF EDMONDS 11715 N. Creek Parkway South Ste 106, Bothell 980110 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611043 BRK-doc r III IUCI MUPUI L I'UI I I I 11006 Bothell, Wa., 98011 Project No: 096-11043 Cylinder Code: 40171 Pour Date: 4/18/11 Report No: 51325 Weather: Cloudy Jurisdiction: City of Edmonds Permit No. BLD20100646 Project: Washington Federal Savings Branch Bank Engineer: Davido Consulting Group Location: 229 Main Street, Edmonds, WA Architect: Craft Architects Client: Washington Federal Savings Contractor: Baker Construction Field Data Test Reported Batch Data % Air (ASTM C-231) Temp. (ASTM C-1064) 60 Batch Time: Comp. Slump (ASTM C-143) 5 Sampling (ASTM C-172) X Sample Time: 9:15 AM Code Making (ASTM C-31) X Unit Wt. (ASTM C-138) Truck #: C152 C.F. Load (Ibs) Other Ticket #: 122395 Type Inspector: Zee Zerihun 40171-1 Design Wits. Actual Wts. 7 4 x 8 Mix No. 1230OF 1230OF 35,740 Field Notes: Stem walls at 3-9/13-F. Concrete placed by pump and mechanically Cem. (Ibs) 376 CM 373 consolidated. 28 F. Ash (lbs) 94 12.56 93 Please refer to Field Report No. 137014. Agg. 1 (Ibs) 1600 1 1602 CM 40171-3 Agg. 2 (Ibs) 350 28 350 12.56 1.0 Agg. 3 (Ibs) 4,120 1 1 CM Sand (Ibs) 1470 5/16/11 1472 4 x 8 RECE,,�;- Water (Ibs) 234 53,000 217 1 MAY 2 5 201-1 Air Ent. (oz) Poly997 (oz) 28 28.4 BUILDING DEP An i SI .:; OOther(oz) I CITY OF EDMOS ND Other (oz) Other (oz) Water Added on Job (gal) 15 Supplier: CNW Plant Number: 125 Site Mix: Initial Curing Temps High -Low: Consolidation Method Field Test Results Ambient Air Temperature: 44 Mechanical: Conforming Load Size: yds Manual: Non -Conforming Sample @ cy of cy Laboratory Data Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 4/19/11 Cyl. Test Field Max. Comp. Break Tested Code Date Cure Age Dimension Area C.F. Load (Ibs) Str. (psi) Set # Type By 40171-1 4/25/11 7 4 x 8 12.69 1.0 35,740 2,820 1 3 CM 40171-2 5/16/11 28 4 x 8 12.56 1.0 50,790 4,040 1 1 CM 40171-3 5/16/11 28 4 x 8 12.56 1.0 51,750 4,120 1 1 CM 40171-4 5/16/11 28 4 x 8 12.56 1.0 53,000 4,220 1 1 CM P.M. Review: Lab Data Reviewed By: R.L. Mercer Date Reviewed: Date Reviewed: 5/17/2011 Laboratory Test Methods ASTM C39 X ASTM C109 ASTM C617 ASTM C1231 X ASTM C780 Other Lab Test Results Conforming X Non -Conforming This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan 8 Assoc. Cylinder Report Effective Date: 4-08-2009 ✓ = aZan & ASSOCIATES, IN !•-. J GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION June 3, 2011 Mr. John Yeckel (Email) WASHINGTON FEDERAL 425 Pike Street Seattle, Washington 98101 RE: COMPRESSIVE SY'RXNGTH TEST RESULTS Washington Federal Savings Branch Bank 229 Main Street Edmonds, Washington Dear Mr. Yeckel: KA No. 096-11043 Permit No. 10-0646 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZANZ . & AS OC TES, INC. William Throne _ Operations Manager Pacific Northwest Division. WT/1M C.C. CRAFT ARCHITECTS (EMAIL) DAVIDO CONSULTING GROUP (EMAIL) BAKER CONSTRUCTION (EMAIL) CITY OF EDMONDS JUN 15 2011 DEVELUPMENT SERVICES CTR - CITY OF EDMONDS 11715 N. Creek Parkway South Ste 106, Bothell 980110 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611043 BRICdoc Y111 IuGl NUf✓vi L I V14 4 •106 Bothell, Wa., 98011 Project No: 096-11043 Cylinder Code: 40277 Pour Date: 5/4/11 Report No: 51351 Weather: Sunny Jurisdiction: City of Edmonds Permit No. BLD20100646 Project: Washington Federal Savings Branch Bank Engineer: Davido Consulting Group Location: 229 Main Street, Edmonds, WA Architect: Craft Architects Client: Washington Federal Savings Contractor: Baker Construction Field Data % Air (ASTM C-231) Temp. (ASTM C-1064) 58 Slump (ASTM C-143) 3 Sampling (ASTM C-172) X Making (ASTM C-31) X Unit Wt. (ASTM C-138) Other Inspector: Marty Mundy Field Notes: Slab on grade, ten footings and piers for entry ways. Please refer to Field Report No. 134327. Consolidation Method Field Test Results Mechanical: Conforming Manual: __ __ ___ _ ____ Non -Conforming --- -- - Laboratory Data Reported Batch Data Batch Time: Sample Time: 7:35 AM Truck #: C137 Ticket #: 22466 Design Wts. Actual Wts. Mix No. 1230OF 1230OF Cem. (lbs) 376 375 F. Ash (lbs) 94 93 Agg. 1 (Ibs) 1600 1604 Agg. 2 (Ibs) 350 346 Agg. 3 (Ibs) Area Sand (lbs) 1470 1477 Water (Ibs) 242 218 Air Ent. (oz) 40277-1 Poly997 (oz) 29 27.6 Other (oz) 12.56 Other (oz) 28,040 Other (oz) 5 Water Added on Job (gal) 0 Supplier: CNW 28 Plant Number: Everett 12.56 Site Mix: 59,350 Initial Curing Temps High -Low: 2 Ambient Air Temperature: 47 Load Size: yds — -Sample-@ — -cy of - - - cy Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 5/10/11 Cyl. Test Field Max. Comp. Break Tested Code Date Cure Age Dimension Area C.F. Load (lbs) Str. (psi) Set # Type By 40277-1 5/11/11 7 4 x 8 12.56 1.0 28,040 2,230 1 5 CM 40277-2 6/1/11 28 4 x 8 12.56 1.0 59,350 4,730 1 2 CM 40277-3 6/1/11 28 4 x 8 12.56 1.0 61,440 4,890 1 3 CM 40277-4 6/1/11 28 4 x 8 12.56 1.0 58,210 4,630 1 3 CM JUN.�"e�v1iew: DEVELOPMENT SERVICES C CIN OF EDMONDS Lab Data Reviewed By: R.L. Mercer Laboratory Test Methods ASTM C39 X ASTM C109_ ASTM C617 ASTM C1231 X ASTM C780 Other Date Reviewed: (p Lab Test Results Conforming X Date Reviewed: 6/3/2011 Non -Conforming This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Cylinder Report Effective Date: 4-08-2009