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BLD20110242.pdfop EDM CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 8/29/2011 Expiration Date: 8/29/2012 Parcel No: 00555300 10 1000 PROPERTYOWNER APPLICANT *' WOODHAVEN VET CLINIC - RICHARD UTT CORSTONE CONTRACTORS LLC & LEE LLC BRUDVIK 6161 NE 175TH ST #101 1910 Bickford Avenue, Ste A 23204 EDMONDS WAY KENMORE, WA 98028- PO BOX 2280 EDMONDS, WA 98026- IVESTED DATE: Snohomish, WA 98290 (206) 546-5164 Ext. (206) 682-5000 Ext. (360) 862-8316 EXT: 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 LICENSE #: corstcl984kz EXP:5/9/2012 NEW VET CLINIC, 4807 SQ. FT. VALUATION: $526,366.50 PERMIT TYPE: Commercial PERMIT GROUP: 45 - New Commercial GRADING: N CYDS: 358 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: N OCCUPANT GROUP: B OCCUPANT LOAD: 48 FENCE: N 0 X 0 FT.) CODE: 09 OTHER: N ----- OTHER DESC: ZONE: BN NUMBER OF STORIES: 0 IVESTED DATE: NUMBER OF DWELLING UNITS: 0 LOT #: BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 BASEMENT: 0 1 ST FLOOR: 4807 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 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. THIS IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AW ALL FEES ARE PAID. 0�'l Signature Print Name Date Released By Date ATTENTION IT IS 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. UBC] 09/ IBCI 10/ IRCI 10. = ONLINE = APPLICANT = ASSESSOR 01 OTHER • 9 STATUS: ISSUED BLD20110242 • Owner is required to obtain public access easement for the portions of the sidewalk located on 232nd St SW that is located within private property prior to final approval. • Third party special inspections are required for medical gas system. All med gas piping and components must comply with UPC 1328. • SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING: • Excavation, Grading, and Site Preparation • Placement of Structural Fill and Compaction • Soil Bearing Verification • Foundation Drainage Installation • Retaining Wall Construction and Drainage Installation • General Site Monitoring during wet Weather Construction • Concrete Construction, Including Reinforcement • Concrete Anchor Installation • Structural Steel Fabrication and Erection, Including High -Strength Bolting and Welding (Welders Must Be WABO Certified) • Prior to Final Inspection by the Building Division, Final Special Inspection Reports are Required From All Special Inspectors. • Submit Special Inspection Field reports on a weekly basis to the City Building Department. • 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 from the 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. 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 1 ENGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 775-7720 PUBLIC WORKS (425) 771-0235 PRE-TREATMENT (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 reauested. Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. E -Pre -Con • E -Erosion Control/Mobilization • E -Storm Tightline • E -Infiltration System • E -Footing Drain Connection • E -Pavement Striping • E -Mailbox Location, Pre -install • E -Trash Enclosure • E -Engineering Final • B-Preconstruction meeting • B -Setbacks • B -Footings • B -Foundation Wall • B -Foundation Drainage • B -Slab Insulation • B -Plumb Ground Work • B -Plumb Rough In • B -Gas Test/Pipe • B -Mechanical Rough In • B -Exterior Wall Sheathing • B -Roof Sheathing • B -Refrigeration Lines • B -Ceiling Grid • B -Framing • B -Wall Insulation/Caulk • B-Insulation/Energy • B-Sheetrock Nail • B -Plumbing Final B -Mechanical Final B -Building Final • F -Fire Final • P -Planning Final • B-Med Gas • E -Asphalt Walk Post -Pour • E-Curb/Gutter Post -Pour (com/multi) • E -Sidewalk Post -Pour (comm/multi) E It w uw _? x x I� O z Z} W Z W CL Oj U N d w0 N 0 � O eC W I� Z m x O O 00 co-j CL 0?a:) LL. 'm Q 2,.0 (B w. a UO m1 a) uj- Q 4 E w w' �N o Of Z d r� co E. 7 * Z , 0 WDi� W 1 UJ Z � � G1' � i•� k-kyr-� f.. 0Y (w � a ��• �/ W ` Win; Z, Q W N Z U) O (p ` ::,E ' ` Ov 3 -j z 4A a - O 0U= a V XJVZUO W fi d .A - Q r J QW a azo a. Ow0 > dZ� f C 0 > _ CL W r Ul m m d N �t W d L: to W x 0 0 OzV O 3 x N O N CL 0,003: � ~ 3c C1 00 0 :a W W OV �'W0W Q m H N 0 x U OE�� 0a Ea t PARKING SPACES REQT: Z 5 0 •�• .� ..�.� nNlMAL ARTS WOODHAVEN VETERINARY CLINIC Y MARK R. hIAFt N. ARCHITECT 23204 EDMONDS WAY asmBROADWAY, SUITE E �momo�momo�>ok.,00��o^ BOULDER CO III 1.8()0.3324413 'BARRIER FREE PARKING SPACES: i 0z 0 � V/ m v (1) E• O Z HIP fi� v �v O i1\tl�l��l I v w—' G • t� 4 .;. ''• p l v� O 9 •NSE �` . � �� 1, O R...,.. 1� IGS•- �h • WWI ��� • k: IT SET nNlMAL ARTS WOODHAVEN VETERINARY CLINIC Y MARK R. hIAFt N. ARCHITECT 23204 EDMONDS WAY asmBROADWAY, SUITE E �momo�momo�>ok.,00��o^ BOULDER CO III 1.8()0.3324413 i 0z 0 � V/ m v (1) HC= Z O Z HIP I 9 IT SET nNlMAL ARTS WOODHAVEN VETERINARY CLINIC Y MARK R. hIAFt N. ARCHITECT 23204 EDMONDS WAY asmBROADWAY, SUITE E EDMONDS, WA 98026 BOULDER CO III 1.8()0.3324413 i 0z 0 � V/ m v (1) HC= Z O Z nNlMAL ARTS WOODHAVEN VETERINARY CLINIC MARK R. hIAFt N. ARCHITECT 23204 EDMONDS WAY asmBROADWAY, SUITE E EDMONDS, WA 98026 BOULDER CO III 1.8()0.3324413 FA%303.444.1759 Airgas Airgas Medical Services, Inc. Everet WA 98201 (425)741.8807 fax (42568-4620 htlp:lhwxw.akgas.=n Veterinary Medical Gas Line Verification Report Date: 30 April 2012 Job Number. 2016611 CIE # 7288 Contractor. Corston Contractors LLC Date(s) and Time(s) of Testing: 24 Apol 2012 / 1330hrs 27 April 2012 / 0930hrs Facility: Woodhaven Veterinary Hospital 23204 Edmonds Way Edmonds, WA 98026 Scope of Work: Verification of new veterinary hospital and source equipment. Our firm certifies that the verifier named in the report is properly trained and certified to perform the activities required. All test and measurement equipment is properly calibrated and maintained. As a representative of Airgas Medical Services NW the verifier named in this report has conducted testing and verification of Medical Gas piping systems and related equipment to certify the following on the above date. I. General Findings: A. Medical Oxygen and Veterinary Vacuum are in compliance with portions of NFPA 99(2005ed): Level 3, Veterinary System B. No crossed lines were found in Medical Oxygen or Veterinary Vacuum in tested area on the day of testing. C. Medical Oxygen meets minimum concentration. .D. Medical Oxygen meets minimum flow and is at normal pressure. E. Veterinary Vacuum meets minimum flow and is at normal vacuum level. F. Veterinary gas system components in area tested are in compliance with portions of NFPA 99(2005ed): *(See Note), *(Recommended Corrections) & *(Corrections) G. Piping Purity Test: PASS, #LHO1Y199A (AG) H. Initial Pressure Test: PASS City of Edmonds: Permit # BLD 20110242 I. Attachments: Purity Report sheet. Note: Existing Equipment and Systems NFPA 99(2005ed) #5.3.1.4 - An existing system that is not in strict compliance with the provisions of this standard shall be permitted to be continued in use as long as 01-AG.VR-Veterinary (2005ed)-Rev1.1 Pg 1 of 3 Airgas Airgas Medical Services, Inc. Everett, WA 96201 (425)741007 fax (425)96&4620 http:/l wmaiigas.com the authority having jurisdiction has determined that such use does not constitute a distinct hazard to life. II. Medical Gas: A. Oxygen: 1. Static Line Pressure: 54 psig. 2. Dynamic Outlet Free Flow: >3.5 scfm. 3. Concentration of oxygen at outlet: 99.0% B. WAGD —"E—Vac": (Anesthesia Gas Scavenging) 'Not a separate system' 1. Static Line Vacuum: 25" HgV 2. Dynamic Outlet Free Flow: >3.0 scfm. III. Particulate Line Test: PASS IV. Odor: NONE V. Outlets / Inlets Brand: Amico 1. Quick Connect Style: Ceiling DISS VI. Zone Valve: Amico VII. Manifold and Alarm: A. Manifold: New 1. Brand: Amico 2. Model Number: M2H-C2-S-U-OXY 3. Serial Number: 20111229-A B. Alarm: New 1. Brand: Amico 2. Model Number: A2P-COMBO-U-OXY 3. Serial Number. None found Vill. Cylinder Storage: A. Location: Remote B. Ventilation: Natural C. Sprinkler: Yes D. Door Labeled per NFPA: Yes E. 1 Hour Rated: PASS per NFPA F. Cylinders Secured: PASS per NFPA IX. Brazier: Kenneth Graham A. Brazier Number: MG01# GRAHAKMO02LM B. Plumbing Contractor: Western Mechanical X. Witness: Ken Urness- Corstone Contractors LLC 01-AG.VR-Veterinary (2005ed)-Rev1.1 Pg 2 of 3 Ai Airgas Medical Services, Inc. Everett, WA 98201 (425)741-8807 fax (425p68-4620 htt fAVfiw.akgas.own M. Comments: A. None XII. Recommended Corrections: A. None XIII. Corrections: A. None Tested By: Eric Burt fn;, n -e4� Eric N. Burt, ASSE 6020 Inspector Airgas Medical Services, Inc. eric.burt(ftirgas.com Cell 425-754-1097 01-AG.VR-Veterinary (2005edrRev1.1 Pg 3 of 3 0 • OF of SPECIAL INSPECTION AND TESTING AGREEMENT Woo. dbg you, Vetennn- Clic Vomit 20.11-0242 Project. ~m 6W#nteof itpwmg t1kis.fiorm-xFxrxtbe ;vwpWedjn ifs en&ay. -nod reWmedM AeCRyfor approvaL 'eeui Nowtion, MIA and-.be—CIO, Tnsvectots.. -BW-.SpbCW lftVWfiD11 fiM Qf K4:AZ-a41 5SOC— msprj*o1ifor fbg fQf1qwwgtAa &wo*(separate fbru4b2u9tbe aubi"7Md. if ramethon o= ffim is to be emplom). ReiftfortodOmprete It Bolting mi Coneirte Cl Phstressed: Cowrete Stcwtual SteeYWdding High S-treaggi Bolting 0 Spiny applied Firepmfing Q Smoke Cai*el SyrtVm * Laemlwood * Structural Observatian emdt*snfl� All indh6dual inspector to be, crnploytd dn this project Will be. WABO certified ibr file type of walk t1my are. to. inspott. If. wsp-edtaonis: for wotk that is n6twvtmd- by ffieVABO categories, or the ffiVeder is not WAHO Wrai.led resuttle of the inspootar and fmn-musibosubmiwd. ne resume simstshow that, the iuspeewraad the ffiv are qualifiod. by e&cation and experience to perform the work and tesfing, required by the project design and specifications. The work shall bo inspected for conformance with the p1w and tpueffic4v- ow approv.ed by the City. Revisions mdpddefida,shetu wi ' 11 . no . t be used for inspection, unless they have, been epprov6d by the iZi its,. Ins pt,010A records shall indude: A daily record to be: maintained on site, itemizing the inspectinfis ped—armed. Any nowenfomling, wok. shall be brought to the miu- nediateattettioti 6f the tootroctof for-rewliation... A weeldy report sball.be subvitted to the City; detailing the inspections and teWwpeotmed, listing any zionconfonning, work -and resolution of xioM,0AfbMVn9 jtcrns, A fine tort hall be subniltted to the building department pt or to the Cex-tficate of Occqaaqy'hft issued. This r"rt will. indicate that inspection and tesft was complelvd, *in mffdmume withfhe approve4 plans, specifications and approved -revisions or addenda, Any unresolved discrcPaTicies must be datailcd in the final report. 1,v#flftNwFcAckr 2A.1 Wo=',Spc of inspection 1b=x10w%0120 I I CITY copy JUN 14 2011 PWILDING DEPARTMENT CITY OF EDMONDS Contractor; The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by all parties. The special inspection functions are considered to be In addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. Dulldine Department: The building department shall review any revisions and addenda. The City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. Desirt Professfonalsr The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special inspection required. and shall include a schedule for inspection and testing, The architect and/or engineer will coordinate their revision and addenda process in such a way as to insure that all required City approvals are obtained, prior to work shown on the revisions being performed in the field. Ovvner: The project owner, or the architect or -engineer acting as the owners agent, shall employ the special inspector or agency. ENVORCEMENT A failure of the special inspector or firm to perform in keeping with the requirements of the ®C, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project until nonconforming items have been resolved. ACKNOWLEDGMENTS 1 have read and agree to comply with the torus and conditions of this agreement. Owner: paw Contrac Date �_ l Date: P-17-1/ Arch.JC +:�� W ID S�C _$ignnttire Speeialinsp. Signatur� Com-. Date: ACCEPTED FOR THE CITY OF EDMORDS BUILDING DEPT. By: Date-. LABailding Now Folder 20101Forrtu\Spcciol inspection romLdoc$/ 10/2U1 I Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by all parties. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. BaiIdine Department: The building department shall review any revisions and addenda. The City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. Desien Professionals: The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special inspection required. and shall include a schedule for inspection and testing. The architect and/or engineer will coordinate their revision and addenda process in such a way as to insure that all required City approvals are obtained, prior to work shown on the revisions being performed in the field. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT A failure of the special inspector or firm to perform in keeping with the requirements of the MC, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project until nonconforming items have been resolved. ACKNOWLEDGMENTS I have read and agree to comply with the terms and conditions of this agreement, ,A_ Owner: MI'DiNlw Date &' /a,a —I Contractor: Signature Date: ArehJEag:tAQTT ae.A )! Ag1l;�[Signature ate: 9 l� Special Insp. 1< fk4ZAA A) -t- ASS OC, Signature Date: ACCEPTED FOR THE CITY OF EDMONDS BUILDING DEPT. e� By: Date: LABuilding New Folder 2010Wonm\Special in*wlion form.doe5/1012011 SPECIAL INSPECTION AND TESTING AGREMENT Pernift & 2011-0-242 — Project: Woodhaymen Vaottgy Qni; Prior to iswanr4 of apern* chis, fivus, be WMPL-Win its erldrdy qpptovA Tke domplega*rn must have sq'waturw ofacknowledgment by aftpamkm; DXTM AND RESPONSIBILUMS sug"InEqn2st A= a" &WRI 'limp—do-M T6 speow Insp=604 fm of 4- 4_5Sgy.. vntll peorin special MqXotion far the "pWift types of work (.-4puae form mad be aub=tted if raore than one firm is to by 0 Wung in Canomliz D Nesh=ed Conimte d- 6h9WMe 0 Sfru;ctilxal Masonry 0 Spray applied Pkeprobfing 0 Smoke Control Systems 0 Latftul- Wbad 0 8tMd'ural Obsemt= XGradinWsoils 0 Otber All fildividual inspectors to bo employed on ffiig prajoct willbtVABO cm-4fird fqr (he type of work they arts tD ingmt. in*ecbm w . r work fat is. ae.t op"ftdby the WABQ Categories, qr. the inspeetbr it. not WAB .0 QaIL&4, a detaikd resume or the inspector and fmn mqst be submitted. The rusmw must show that the inspeotw and the. fi=, are qualified by education and experience to perform the work and testiq fequited by thc- project design and. specifications. Tht work sbo11be:WVom-.d for CoftforMance with the dans and s PL 4diftatimisap -fficity.. RVVWM6 proved bye and Wdenda shpttg will not be- used for inspection, unless they: have been approved by ft'City. kiweWiM 4rCWds shall =qU&-. A daily record to be maintained On site; iter g• the inspections perfdrwed. MY A(mW*sf0rxnm8 work sball be koxight- to the ft-nMOdiAte Attetifiox.i of W- von#-4M.r tor Molutio, weddy repoft shall be subtriitted to, the City, detailing the mspeetioAs atm tes0bg perfonvA listing anyrionoodorwft work and re solutim of :ft,0nc0nk04# Afts. being A final report'shall be submitte-d to thebug&P& ddPWftent pribr tO the CWOocupa=tifmte Of Y issued. This t�tart vQill intlica'te that inspeFfilott. and testing w&S. co�gteted in coiiforrrianee v;�ith the apoo"d plans, specifications and approved revisions or addenda. Any w=sohmddes isur'e­- '- pand . moist 'be detailed in. -the fimil report RESUB-4 Sir COPY JUN 1 4 2011 SUILDING DEPARTMENT CITY OF EDYVADS Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by all parties. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. Bnildin¢ Department: The building department shall review any revisions and addenda. The City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. Design Professionals: The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special inspection required. and shall include a schedule for inspection and testing. The architect and/or engineer will coordinate their revision and addenda process in such a way as to insure that all required City approvals are obtained, prior to work shown on the revisions being performed in the field. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. EN-ORCEMENT A fhilure of the special inspector or firm to perform, in keeping with the requirements of the IBC, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement tnay result in a STOP WORK notice being posted on the project until nonconforming items have been resolved. ACKNOWLEDGMENTS I have read and agree to comply with the terms and conditions of this agreement, Owner: Date &� Z;, -- CCoonttrraadtor: 4, 11 X'61 o� Sigaatut �f Date: ArchJL'na. tAJ�TTT CMAL%) � *rsignature " � —Date? Special lasp. 149A� I�It+y4SS OC, Signature Date: .s !/ _A " ACCEPTED FOR THE CITY OF EDMONDS BUILDING DEPT. By: Date: / USuilding Now Folder 201OWormsl.Speeial inspection form.docS110/2011 Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by all parties. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. Buildint? Department: The building department shall review any revisions and addenda. The City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. Desien Professionals: The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special inspection required. and shall include a schedule for inspection and testing, The architect and/or engineer will coordinate their revision and addenda process in such a way as to insure that all required City approvals are obtained, prior to work shown on the revisions being performed in the field. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENTORCEMENT A failure of the special inspector or fum to perform in keeping with the requirements of the IBC, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreemcnt may result in a STOP WORK notice being posted on the project until nonconforming items have been resolved. ACKNOWLEDGMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Je ' V 71j�-s'i(�1�//�---Signa Date Contractor: Signature Date: ArchJEng:MATT' k^641,tP5AER.T Signature.#1 ..,...J�L Date: b�o Ot 6t Speeiallnsp. 14g7,A Jc+' 50G• Signatur Date: ACCEPTED FOR THE CITY Or EDMONDS BUILDING DEPT. By. __ Date: �f LABuilding Ncw Folder 20101Forms\Speciat inspection fomtdoc5/1012011 MK 1 apart & ASSOCIA-RS, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION April 24; 2012 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way . Edmonds, Washington 98206 RE: FINAL LETTER Woodhaven.Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, Krazan No. 096-11164 Permit No. 2011-0242 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: • Soil Bearing Verification • Soil Compaction • Structural Steel Erection • Footing Drain Installation • Proprietary Anchor • Reinforced Concrete 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. Respectfully submitted, & S IA C. Jeffrey S. P RLMnm C.C. CORSTONE CONTRACTORS, LLC (EMAIL) CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDS EIV: f-11AY - 2 2012 DEVELOPMENT SERVICES CTR. CITY OF 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. nQl.1 I I AA TZ;n 1 T -- A— I<raZan &ASSOCIATES,IN A_o�= . = GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION March 13, 2012 RECEIVE® KA No. 096-11164 Permit No. 2011-0242 MAR 21 2012 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way DEVELOPMENT SERVICES Edmonds, Washington 98206 COUNTER RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, 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 151623 dated March 9, 2012. • Compaction Report 18963 dated March 9, 2012. 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. JIV6A.,- Jeff Mercer Operations Manager Pacific Northwest Division C.C. CORSTONE CONTRACTORS, LLC (EMAIL) CORNERSTONE ARCHITECTURAL GROUP (EMAIL) 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 09611164 DFRdoc ia�'Krazan & Associates, Inc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: PROJECT. _ C- LOCATION:,Q,, t52 4 KRAZAN PROJECT MANAGER: Equipment/Asset Number(s): CONTRACTOR: JURISDICTION: PERMIT #: WEATHER: C FIELD REPORT NO: 15 16 2 3 l 21 20 TEMP: U U 1 J To the best of my knowledge, the abov WAS AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Rept tive:Technician: r This report indicates our inspector's observation and testing results based on the site condition and contractr m . This information subje t to review prior to fin subm tal. ay signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been by hers on site. Th info anon providedon this r port 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. Offices Serving the Wes&gn 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 -�KraZal & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ��� CONTRACTOR: PROJECT #: PERMIT N( PROJECT: INSPECTO LOCATION:JURISDICTIO KRAZAN PROJECT MANAGER: WEATHER: COMPACTION REPORT NO.: 18 9 6 3 ❑ WASHINGTON DENSOMETER ❑ SANDCONE NUCLEAR TEST ❑ OTHER LOCATION MAP N MS tN,-0 L n) Lo-� N,i0 n) Lo 6 ❑ Paved Areas (circle one): Sub / Agg / Asphalt ❑ Building Pad (s) ❑ Other ❑ Trenches (circle one): Sewer / Water / Storm Drain / Utly Curve Unified Soils Classification Max Dry Opt Density I Moisture Map Location: Curve Test Method: 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 ❑ 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 Count moisture , ,fl 7 Daily Avg. Std or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. Gauge# n/ _ To the best of my knowledge, the above / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative: t(a-hc n (/7\GU%� Technician:. �-� . V `\—/v a .. 1 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 (559) 348-2200 (661) 837-9200 St., Ontario, CA 91761% �� St. Suite (909) 974-4400 Required (253J 939 2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572-2200 State H 305 NE Suite 3C, Poulsbo, WA 98370 (360) 598-2126 545 Parrott St., San Jose, CA 95112 (408J 271-2200 1.144* A . NE #F 300, Woodinville, WA 98072 (425) 485-5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (916) 564-2200 Revision 0 Effective Date: 8/16/02 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 Krazen & Associates. -- _-��_ • i; l �giI7ITTS_� Map Location: Curve Test Method: 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 ❑ 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 Count moisture , ,fl 7 Daily Avg. Std or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. Gauge# n/ _ To the best of my knowledge, the above / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative: t(a-hc n (/7\GU%� Technician:. �-� . V `\—/v a .. 1 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 (559) 348-2200 (661) 837-9200 St., Ontario, CA 91761% �� St. Suite (909) 974-4400 -19 106, Auburn, 98002 C,,Brick (253J 939 2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572-2200 State H 305 NE Suite 3C, Poulsbo, WA 98370 (360) 598-2126 545 Parrott St., San Jose, CA 95112 (408J 271-2200 1.144* A . NE #F 300, Woodinville, WA 98072 (425) 485-5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (916) 564-2200 Revision 0 Effective Date: 8/16/02 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 Krazen & Associates. KraZan & ASSOCIATES, IN S GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION March 1, 2012 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 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 Reports 151619 dated February 27, 2012. • Field Report 151616 dated February 28, 2012. • Compaction Report 18968 dated February 28, 2012. 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. VAA-- �i.. Jeff Mercer Operations Manager Pacific Northwest Division Alft C.C. CORSTONE CONTRACTORS, LLC (EMAIL) RECEIVE CORNERSTONE ARCHITECTURAL GROUP (EMAIL) ��� 1 2U12 CITY OF EDMONDS DEVELOPMENT SERVICES COUNTER 11715 N. Creek Parkway South Ste 106, Bothell 980119 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 DFR.doc •ELD REPORT NO: 1051615 KraZan &Ossociates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING 'rte/ -� Z,0 2— l Z CONSTRUCTION TESTING AND INSPECTION �/— DATE: o 0. PROJECT #: PROJECT: ' LOCATION: KRAZAN PROJECT MANAGER: CONTRACTOR) JURISDICTION: PERMIT #x.::r),f INSPECTOR: , WEATHER: (-1 CE' Y ED MAR 14 20 It - 4n SERVICES coubIT€R Equipment/Asset Number(s): To the best of my knowledge, the above6�WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: , �,_ This report indicates our inspector's observation and testing results based on the site condition and contractor's a vibes. his information is subje t review prior to final su�preparh this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been prove ed by 0th s on site. The inform n rovided on this report exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & As c. Offices Serving the Westernnited States U 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 �Krazan & ssociates. Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE:r��1-�`D' (qOi PROJECT #: 1 f✓ PROJECT. LOCATION: o�� KRAZAN PROJECT MANAGER: Equipment/Asset Number(s): To the best of my knowledge, the above Superintendent/Repr •ELD REPORT NO: 151616 2<D /-G 2 5/2_ CONTRACTOR: JURISDICTION: PERMIT #:t IAISPECTOR: FATHER: TEMP: -z 4UIl SFDt.,._ / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. ntative: This report indicates our inspector's observation and testing results based on the site condition and contrad � inspector does not accept responsibility for validity of the results. Some information on this report may have been` the client. This report may not be reproduced in any format without the written permission of the client and Krazan This informationfect to review prior to finals nal. By signing this report, our others on site. The smation provided on this rep rt is ared for the exclusive use of 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 �KraZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 0 _ 0►���9 PROJECT #: L` 1 t L/ t t PROJECT: LOCATION: KRAZAN PROJECT MANAGER: CONTRACTOR: CON*CTION REPORT NO.: 18 9 6 8 PERMIT NO: C" k INSPECTOR: v ' JURISDICT ION: Density WEATHER: r TEMP: ❑ WASHINGTON DENSOMETER ❑ SANDCONE INUCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle one): Sub / Agg / Asphalt ❑ Building Pad (s) k _ - WOther ❑ Trenches (circle one): Sewer/ Water/ Storm Drain/ Utly 'n C Curve Unified Soils Classification Max Dry Opt Density Moisture L Test Elevation Location(Comments) Curve Mode & Depth Density Moist Percent Required % Compaction (253) 939-2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 r 07State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (360) 598.2126 545 Parrott St., San Jose, CA 95112 (408) 271-2200 19501-144" Ave. NE 0-300, Woodinville, WA 98072 (425) 485-5519 _t n :3 a Revision 0 �t Effective Date: 8/16/02 The information provided on this report is prepared for the exclusive l not be reproduced in any format without the written permission of the client and Krazen & Associates. AR 14 2012 DEV COUNTER ES Map Location: U Attached Curve Test Method: 0 Daily Avg. Std Count Densities Daily Avg. Std Count moisture 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 S WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative: ion:. 215 West Dakota Ave., Clovis, CA 93612 (559) 348-2200 422 Brickell St, Ontario, Ch,06I _'�909) 974-4400 2205 Coy Ave., Bakersfield, CA 93307 (661) 837-9200 1501 5" St. NW Suite 106, Auburn, WA 98002 (253) 939-2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572-2200 07State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (360) 598.2126 545 Parrott St., San Jose, CA 95112 (408) 271-2200 19501-144" Ave. NE 0-300, Woodinville, WA 98072 (425) 485-5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 0 (916) 564-2200 Revision 0 Effective Date: 8/16/02 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 Krazen & Associates. —KraAn & ASSOCIATES, INC�n GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION January 3, 2012 KA No. 096-11164 Permit No. 2011-0242 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, 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: • Welding Report 9142 dated December 22, 2011. • Field Report 147561 dated December 28, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. &fSOCI TES, INC. RECEIVE® Jeff Pacific Wrtfi�6vest Division JM/IM C.C. CORSTONE CONTRACTORS, LLC (EMAIL) CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDS JAN 2 5 2012 DEVELOPCME COUNTER 11715 N. Creek Parkway South Ste 106, Bothell 980110 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 DFR.doc Kr'azan & Osociates, Inc, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 12- 22- ?J0 I PROJECT #: 01VO - 1 (a LA PROJECT: LOCATION: 2.37-0 KRAZAN PROJECT MANAGER: .. REPOOTNO.: J142 CONTRACTOR: `- orito PERMIT NO: 201 k - 07"1 INSPECTOR: SO 4AM Mar, r\ � JURISDICTION: C(�Q(t ...f WEATHER: Q\ <CA- TEMP: 3�t V FIELD ❑ SHOP WELDING ❑ M.T. ❑ P.T. X V.T. item(s) inspected: ❑ Position: ❑ Process: ❑ Weld Type: ❑ Weld Size ❑ Codes: FLAT SMAW FILL 3/16" AWS VERITCAL FCAW C.P. 1/4" AISC HORIZONTAL GMAW P.P. 5/16" TITLE 21 OVERHEAD SAW PLUG 3/8" TITLE 24 ❑ ❑ ❑ ❑ Filler Metal: Other: Other: Other: UBC ASME RECEIVED AN r.0 LUIL DEVELOPMENT SERVICE, To the best of my knowledge, the abov WA)/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: l Serving the Western United States This field report indicates our inspector's observation and testin.9 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. Revision 1 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. A_—' KraZan &Ossociates, Inc. GEOTECHNICAL GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I L- Z fK- Z 011 PROJECT #: 0q.6 - 1 d 4 - PROJECT: VET, LOCATION: Z 3 2 O!}. 1;' d r,,t->nd.S W oly KRAZAN PROJECT MANAGER: J sm 0ELD REPORT NO: i 'At 75 o -.1- CONTRACTOR: Co j* s'ro,*J JURISDICTION: AFdmpr A s PERMIT #: 2-011- 02 -4z - INSPECTOR: 24Z INSPECTOR: I r1AJ +4081A WEATHER: Ove-ec jv - TEMP: ro —i�-,re��;i •�/tl i� rA s~o o ePP2V . s•rii-0 6 kl,� a .been r� -I•o s o . g . U �� h �1 � �� , �l-e_�lh.-�gs� � �tp�� �9 a�� • `T7�-� 1 37 amc�,ors &tc:.y- used a4- 1=,ptk . walls • L ®C1M'lbto : 4/ C -E I E --P/? —Z Q —+t /I —Z. 4r,.i K- 3 / 1e_r.A _ DEVELOPMENT SERVICES Equipment/Asset Number(s): Mo..,j C, To the best of my knowledge, the abov AS WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractors activities. This information is subject to review 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 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: 4/2212009 :ar - = • • E -M Ie '.......Krazan & ASSOCIATES, INQEJ j v GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION December 19, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 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: • Welding Report 9167 dated December 15, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. TES, INC. J W Manager orthwest Division JM/IM C.C. CORSTONE CONTRACTORS, LLC (EMAIL) CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDS RECMme FY ` in DEC 2 7 2011 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS 11715 N. Creek Parkway South Ste 106, Bothell 98011• (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 DFR.doc KraZan & *ociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 12,-t S - o k, PROJECT #- 05(0_"`(4 PROJECT: WO0\&hCG.Vc1\yc"T- LOCATION: 2 3204 L � M6 0�11 KRAZAN PROJECT MANAGER: vtr"vnv%A REP* NO.: 916 CONTRACTOR: Cors+0(" . PERMIT N0: U` ,- 07,47, INSPECTOR: SouA MaON JURISDICTION: C�Ma1\�r WEATHER: OVtr-(kL 'f TEMP: L y ` FIELD ❑ SHOP WELDING ❑ M.T. ❑ P.T. X V.T. �1 � 1 ���� i�11�Ti►��rl� ❑ Position: FLT VES AL HORIZONTAL OVERHEAD ❑ Filler Metal: ❑ Process: SMAW FCAW GMAW SAW ❑ Other: ❑ Weld Type: Fit I FT C.P. P.P. PLUG ❑ Other: ❑ Weld Size 3/16" 1/4" 5/16" 3/8" ❑ Other: ❑ Codes: AW AISC TITLE 21 TITLE 24 UBC ASME t , K"O 'P `' cL To W � 's R c //�� V►k` - {, A" VK �J l]I�n G w, ta T L �. 3(1(: 1 V L1 c -r /` > l r %A -A w, A t, W L ftk*r`A ` Co CG To the best of my knowledge, the above WAS VAS NO performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: Serving the WesteM dited States This field report indicates our inspector's observation and testin,9 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 inspectordoes not accept responsibility for validity of results. Some information on this report has been provided by others on site. Revision 1 Effective Date: 11/15/07 The information provided in this report is prepared for the exclusive use of the client. Thus report may not be reproduced in any format without the written permission of the client and Krazan & Associates. E -M .� r ". azan & ASSOCIATES, IN ��9 �I GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION December 7, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 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 129257 dated December 6, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, R � � � � �� \ ��7& IATES, INC. DEC 2 0 2011 BUILDING DEPARIMEW GTY OF EDMONDS Division JM/IM C.C. CORSTONE CONTRACTORS, LLC (EMAIL) CORNERSTONE ARCHITECTURAL GROUP (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 09611164 DFR.doc �ELD REPORT NO: G G Ai kid &*sociates, Inc. 1 rJr` GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 10L(0 -7-16k1 PROJECT#: 09(0- i ` (OLA PROJECT: C" _ LOCATION: 2320tA L M6n s Qc.A KRAZAN PROJECT MANAGER CONTRACTOR: k- Oar'. lam JURISDICTION: �A� PERMIT* "- d INSPECTOR: 0%)9>1 1' WQ (N WEATHER: Q)V crc�j TEMP:` RECEIVED DEC 2 0 2011 BUILDING DEPARTMEN'i Equipment/Asset Number(s): To the best of my knowledge, the abovet�A / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Repres tative: Te nician: k%oy M This report indicates our inspector's observation and testing results based on the site condition and contractor's actrvit s This in matron is subject to review 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 others orKsite. 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 �Z & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION December 2, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: COMPRESSIVE STRENGTH TEST RESULTS Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 REcEIVE� DEC 2 0 2011 B GTYNa MEN1' OF FEpP�NDS 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. TES, INC. in WT/lm C.C. CORSTONE CONTRACTORS, LLC (EMAIL) r CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDS 11715 N. Creek Parkway South Ste 106, Bothell 98011• (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 BRK.doc Krazan and Associates 10 Cylinder Report Formol 1715 N. Creek Parkway S. C-106 Bothell, Wa., 98011 Project No: 096-11164 Cylinder Code: 41622 Pour Date: 11/2/11 Report No: 50634 Weather: Overcast Jurisdiction: City of Edmonds Permit No. BLD2011-0242 Project: Woodhaven Vet Clinic Engineer: Location: 23204 Edmonds Way, Edmonds, WA Architect: Cornerstone Architectural Group Client: Ann Brudvik, DVM Contractor: Corstone Contractors LLC Field Data % Air (ASTM C-231) Slump (ASTM C-143) 5 Making (ASTM C-31) X Inspector: Dale Rierson Temp. (ASTM C-1064) 57 Sampling (ASTM C-172) X Unit Wt. (ASTM C-138) Other Field Notes: 5 -inch slab on grade (interior) over 4 -inch draing aggregate with moisture barrier over drain aggregate. Reinforcement #4 at 18 -inches on center each way. Reinforcing steel per plans, concrete pumped by Ralph's boom pump, manually consolidated with tamper. Please refer to Field Report No. 129306. Consolidation Method Mechanical: X Manual: Laboratory Data RECE1VEE DEC 2 0 2011 BUILDING CITy OF EDMONDSN Field Test Results Conforming X Non -Conforming Reported Batch Data Batch Time: Field Sample Time: 9:15 AM Truck #: 7669 Ticket #: 477947 Tested Design Wts. Actual Wts. Mix No. 3120 3120 Cem. (Ibs) 470 468 F. Ash (Ibs) Agg. 3/4" (Ibs) 1899 Agg. 2 (Ibs) Agg. 3 (Ibs) Sand (Ibs) 1579 Water (Ibs) 250 Air Ent. (oz) WRA (oz) 16 Accel (oz) .47 Other(oz) Other (oz) Water Added on Job (gal) Supplier: CalPortland Plant Number: 260 Site Mix: Initial Curing Temps High -Low: Ambient Air Temperature: Load Size: Sample @ cy of yds Design Strength: 3,500 @ 28 days Date Specimens Rec'd: 11/3/11 Cyl. Test Field Max. Comp. Break Tested Code Date Cure Age Dimension Area C.F. Load (Ibs) Str. (psi) Set # Type By 41622-1 11/9/11 7 4 x 8 12.56 1.0 51,440 4,100 1 1 CC 41622-2 11/30/11 28 4 x 8 12.56 1.0 68,680 5,470 1 1 CM 41622-3 11/30/11 28 4 x 8 12.56 1.0 70,290 5,600 1 2 CM 41622-4 11/30/11 28 4 x 8 12.56 1.0 68,900 5,490 1 1 CM P.M. Review: J,___ Lab Data Reviewed By: .L. Mercer Date Reviewed: Date Reviewed: ll/!P/2011_ 1900 1580 231 15.9 47 1R F, vJ cy Laboratory Test Methods 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 J Zvi iiior E- = == & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION November 14, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: COMPRESSIVE STRENGTH TEST RESULTS Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 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. TES, INC is Manager orthwest Division WT/Im C.C. CORSTONE CONTRACTORS, LLC (EMAIL) CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDs RECE'�ft® DEC — 2 2011 OEVEEOPMEWSERVICES C7.R CITY OF EOMONOS 11715 N. Creek Parkway South Ste 106, Bothell 98011- (425) 485-5519 - FAX (425) 485-6837 With Offices Serving the Western United States 09611164 BRK.doc upinaer K@port t-Orm ' " I IN. t-AUUK rarKway a. • • C-106 Bothell, Wa., 98011 Project No: 096-11164 Cylinder Code: 41622 Pour Date: 11/2/11 Report No: 50634 Weather: Overcast Jurisdiction: City of Edmonds Permit No. BLD2011-0242 Project: Woodhaven Vet Clinic Engineer: Location: 23204 Edmonds Way, Edmonds, WA Architect: Cornerstone Architectural Group Client: Ann Brudvik, DVM Contractor: Corstone Contractors LLC Field Data % Air (ASTM C-231) Slump (ASTM C-143) 5 Making (ASTM C-31) X Inspector: Dale Rierson Temp. (ASTM C-1064) 57 Sampling (ASTM C-172) X Unit Wt. (ASTM C-138) Other Field Notes: 5 -inch slab on grade (interior) over 4 -inch draing aggregate with moisture barrier over drain aggregate. Reinforcement #4 at 18 -inches on center each way. Reinforcing steel per plans, concrete pumped by Ralph's boom pump, manually consolidated with tamper. Please refer to Field Report No. 129306. Consolidation Method Mechanical: X Manual: Laboratory Data Field Test Results Conforming X Non -Conforming Reported Batch Data Batch Time: Field Sample Time: 9:15 AM Truck #: 7669 Ticket #: 477947 11/9/11 Design Wts. Actual Wts. Mix No. 3120 3120 Cem. (lbs) 470 468 F. Ash (lbs) Agg. 3/4" (lbs) 1899 Agg. 2 (lbs) Agg. 3 (lbs) Sand (lbs) 1579 Water (lbs) 250 Air Ent. (oz) WRA (oz) 16 Accel (oz) 47 Other (oz) Other (oz) Water Added on Job (gal) Supplier: CalPortland 1900 1580 231 15.9 47 15 Plant Number: 260 Site Mix: Initial Curing Temps High -Low: Ambient Air Temperature: 42 Load Size: yds Sample @ cy of cy Design Strength: 3,500 @ 28 days Date Specimens Rec'd: 11/3/11 Cyl. Test Field Code Date Cure Age Dimension Area 41622-1 11/9/11 7 4 x 8 12.56 41622-2 11/30/11 28 4 x 8 41622-3 11/30/11 28 4 x 8 41622-4 11/30/11 28 4 x 8 Max. Comp. C.F. Load (lbs) Str. (psi) Set # 1.0 51,440 4,100 1 1 1 1 P.M. Review: Date Reviewed: It / (( Lab Data Reviewed By: R.L. Mercer Date Reviewed: 11/10/2011 Break Tested Laboratory Type By Test Methods 1 CC ASTM C39 X ASTM C 109 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 8 Assoc. Cylinder Report Effective Date: 4-08-2009 Kr & ASSOCIATES, INCA GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION November 10, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: COMPRESSIVE STRENGTH TEST RESULTS Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington KA No. 096-11164 Permit No. 2011-0242 Dear Ms. Brudvik, 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 mitted,") K& A IATES, INC. Jeff Division WTAm - C.C. CORSTONE CONTRACTORS, LLC (EMAIL) CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDS RECEIC DEC - 2 2011 DEVELOP EOF ��pE� Mi. 11715 N. Creek Parkway South Ste 106, Bothell 980110 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 BRK.doc V� •�• � M V� 1 \ V N V 1 ♦ 1 V 1 1 1 1 " • 1 . C-106 Bothell, Wa., 98011 Project No: 096-11164 Cylinder Code: 41461 Pour Date: 10/12/11 Report No: 50628 Weather: Overcast Jurisdiction: City of Edmonds Permit No. BLD2011-0242 Project: Woodhaven Vet Clinic Engineer: Location: 23204 Edmonds Way, Edmonds, WA Architect: Cornerstone Architectural Group Client: Ann Brudvik, DVM Contractor: Corstone Contractors LLC Field Data % Air (ASTM C-231) Slump (ASTM C-143) Making (ASTM C-31) Inspector: Dale Rierson Temp. (ASTM C-1064) 65 4.5 Sampling (ASTM C-172) X X Unit Wt. (ASTM C-138) Other Field Notes: Perimeter stem walls and interior spread footings. Reinforcing steel per plan, concrete placed by pump, mechanically consolidated. Please refer to Field Report No. 141194. Consolidation Method Mechanical: X Manual: Laboratory Data Field Test Results Conforming X Non -Conforming Reported Batch Data Batch Time: Sample Time.:.. 1:10 PM Truck #: 7357 Ticket #: 467552 Design Wts. Actual Wts. Mix No. 1944H 1944H Cem. (Ibs) 400 400 F. Ash (Ibs) 70 68 Agg. 3/4" (Ibs) 1876 1869 Agg. 2 (Ibs) Code Agg. 3 (Ibs) Cure Age Dimension Sand (Ibs) 1622 1619 Water (Ibs) 250 200 Air Ent. (oz) By Other (oz) 10/19/11 Other (oz) 4 x 8 Other(oz) 1.0 Other (oz) 3,580 Water Added on Job (gal) 0 Supplier: CalPortland 41461-2 Plant Number: 261 28 Site Mix: 12.56 Initial Curing Temps High -Low: 65,430 Ambient Air Temperature: 62 Load Size: yds Sample @ cy of cy Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 10/13/11 Cyl. Test Field Max. Comp. Break Tested Code Date Cure Age Dimension Area C. F. Load (Ibs) Str. (psi) Set # Type By 41461-1 10/19/11 7 4 x 8 12.56 1.0 44,960 3,580 1 2 CC 41461-2 11/9/11 28 4 x 8 12.56 1.0 65,430 5,210 1 1 CC 41461-3 11/9/11 28 4 x 8 12.56 1.0 58,730 4,680 1 2 CC 41461-4 11/9/11 28 4 x 8 12.56 1.0 66,920 5,330 1 1 CC P.M. Review: 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: Lab Test Results Conforming X Date Reviewed: 11/10/2011 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 8 Assoc. Cylinder Report Effective Date: 4-08-2009 • "� ,u.,. �v~v� L I I • C-106 Bothell, Wa., 98011 Project No: 096-11164 Cylinder Code: 41622 Pour Date: 11/2/11 Report No: 50634 Weather: Overcast Jurisdiction: City of Edmonds Permit No. BLD2011-0242 Project: Woodhaven Vet Clinic Engineer: Location: 23204 Edmonds Way, Edmonds, WA Architect: Cornerstone Architectural Group Client: Ann Brudvik, DVM Contractor: Corstone Contractors LLC Field Data Reported Batch Data Field % Air (ASTM C-231) Temp. (ASTM C-1064) 57 Batch Time: Date Slump (ASTM C-143) 5 Sampling (ASTM C-172) X Sample Time: 9:15 AM 41622-1 Making (ASTM C-31) X Unit Wt. (ASTM C-138) Truck #: 7669 1.0 51,440 4,100 1 Other Ticket M 477947 28 4 x 8 Inspector: Dale Rierson Design Wts. Actual Wts. 11/30/11 Mix No. 3120 1 3120 Field Notes: 5 -inch slab on grade (interior) over 4 -inch draing aggregate with Cem. (Ibs) 470 1 468 moisture barrier over drain aggregate. Reinforcement #4 at 18 -inches on center F. Ash (lbs) each way. Reinforcing steel per plans, concrete pumped by Ralph's boom pump, Agg. 3/4" (lbs) 1899 1900 manually consolidated with tamper. Agg. 2 (lbs) Please refer to Field Report No. 129306. Agg. 3 (Ibs) Sand (Ibs) 1579 1580 Water (lbs) 250 231 Air Ent. (oz) W RA (oz) 16 15.9 Accel (oz) 47 47 Other (oz) Other (oz) Water Added on Job (gal) 15 Supplier: CalPortland Plant Number: 260 Site Mix: Initial Curing Temps High -Low: Consolidation Method Field Test Results Ambient Air Temperature: 42 Mechanical: X Conforming X Load Size: yds Manual: Non -Conforming Sample @ cy of cy Laboratory Data Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 11/3/11 Cyl. Test Field Max. Comp. Code Date Cure Age Dimension Area C.F. Load (lbs) Str. (psi) Set # 41622-1 11/9/11 7 4 x 8 12.56 1.0 51,440 4,100 1 41622-2 11/30/11 28 4 x 8 1 41622-3 11/30/11 28 4 x 8 1 41622-4 11/30/11 28 4 x 8 1 P.M. Review: Date Reviewed: ) C2 In Lab Data Reviewed By: R.L. Mercer Date Reviewed: 11/1 /2011 Break Tested Laboratory Type By Test Methods 1 CC 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 ��an & ASSOCIATES, IN� 15H GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION November 4, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: COMPRESSIVE STRENGTH TEST RESULTS Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 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. submitted, I ASN�CPATES. INC. Division WT/Im C.C. CORSTONE CONTRACTORS, LLC (EMAIL) CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDS RECEIVE® DEC - 2 2011 DEVELOpOIENT SERVICES CTR. CITY OF EOMONDS 11715 N. Creek Parkway South Ste 106, Bothell 980119 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 BRK.doc rVdcdlI dllu mbbMIdleS• uynnaer I \eport t-orm 0 1 I to IV. IiICCR r-dlmvvdy J. C-106 Bothell, Wa., 98011 Project No: 096-11164 Cylinder Code: 41405 Pour Date: 10/6/11 Report No: 50627 Weather: Overcast Jurisdiction: City of Edmonds Permit No. BLD2011-0242 Project: Woodhaven Vet Clinic Engineer: Location: 23204 Edmonds Way, Edmonds, WA Architect: Cornerstone Architectural Group Client: Ann Brudvik, DVM Contractor: Corstone Contractors LLC Field Data % Air (ASTM C-231) Slump (ASTM C-143) 3.5 Making (ASTM C-31) X Inspector: Dale Rierson Temp. (ASTM C-1064) 66 Sampling (ASTM C-172) X Unit Wt. (ASTM C-138) Other Field Notes: Exterior wall footings. Reinforcing per plan, concrete pumped. H/F vibration used to consolidate. Reinforcment per 1, 2, 3/S1.1 foundation plan. Please refer to Field Report No. 141179. Consolidation Method Mechanical: X Manual: Laboratory Data Field Test Results Conforming X Non -Conforming Reported Batch Data Batch Time: Sample Time: 2:00 PM Truck #: 7647 Ticket #: 464988 Plant Number: Site Mix: Initial Curing Temps High -Low: Ambient Air Temperature: Load Size: Actual Wts. 1944H 402 69 1848 1562 183 n 63 yds Sample @ cy of cy Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 10/7/11 Cyl. Design Wts. Mix No. 1944H Cem. (Ibs) 400 F. Ash (Ibs) 70 Agg. 3/4" (Ibs) 1835 Agg. 2 (lbs) Code Agg. 3 (Ibs) Cure Age Dimension Sand (Ibs) 1570 Water (Ibs) 250 Air Ent. (oz) Type Other (oz) 41405-1 Other (oz) 7 Other (oz) 12.56 Other (oz) 41,890 Water Added on Job (gal) Supplier: 3 Plant Number: Site Mix: Initial Curing Temps High -Low: Ambient Air Temperature: Load Size: Actual Wts. 1944H 402 69 1848 1562 183 n 63 yds Sample @ cy of cy Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 10/7/11 Cyl. Test Field Max. Comp. Break Tested Code Date Cure Age Dimension Area C.F. Load (Ibs) Str. (psi) Set # Type By 41405-1 10/13/11 7 4 x 8 12.56 1.0 41,890 3,340 1 3 CM 41405-2 11/3/11 28 4 x 8 12.56 1.0 70,350 5,600 1 1 CM 41405-3 11/3/11 28 4 x 8 12.56 1.0 68,920 5,490 1 3 CM 41405-4 11/3/11 28 4 x 8 12.56 1.0 70,040 5,580 1 2 CM P.M. Review: Lab Data Reviewed By: R.L. Mercer Date Reviewed: Date Reviewed: 11/4/2011 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 '=I<,raZ;an & ASSOCIATES Iill 1 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION November 3, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 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 129306 dated. November 2, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. submitted, INC. Jeff Pacific NbfthWest Division C.C. CORSTONE CONTRACTORS, LLC (EMAIL) CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDS RECEIVED DEC - 2 2011 DEVELOPMENT SERVICES CTR. 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 09611164 DFRdoc KraZan 00sociates, Inc. • GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: J PROJECT: ✓ C, -- LOCATION: LOCATION: KRAZAN PROJECT MANAGER: 2 -ax% 'A CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: /1 u •ELD REPORT NO: 12 9 ) u r Equipment/Asset Number(s): To the best of my knowledge, theKept / ASNOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/tative: Tech ian• This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject o review 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 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 E- L ===­KraZan & ASSOCIATES, INgn it 11 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION October 31, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 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 141232 dated October 28, 2011. • Compaction Report 35994 dated October 28, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. TES, INC. �Crl�, 00b`t0i� BUILD FARTMi CITY OF EDMO s' >n C.C. CORSTONE CONTRACTORS, LLC (EMAIL) CORNERSTONE ARCHITECTURAL GROUP (EMAIL) 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 09611164 DFR.doc A`K-lazaZ &OSOciates, Inc. O LD REPORT NO: 141232 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 10 , Z f;'• 2--t\ PROJECT #: Oq 6 r 11%4lL - PROJECT: W0gS110Lv1%1 LOCATION: 2-3Z-61* I aA MoticlS tom! y KRAZAN PROJECT MANAGER: -Jsfq CONTRACTOR: �5'• JURISDICTION: "r."oy-,ci,5 PERMIT #: 201 — OZ L - INSPECTOR: t 'i IA J V^H o'er WEATHER: Gi.DI�D�! TEMP: S� s Z :SO D I PV '�-c.�r�-t�!/ �� i3 tat c��a���U 6 Sc� G6a•� J�aC�-t`� 2� e'arrr q E±1� to eti T� ub Q l i-- ir!`ce�a e� OnA (se: -e, %2 XS' cz ,�, S �cn �Gn -40 Ctrny– t4-- Ar Cp 6"VNS c) , 1 o Ca0K—LV\ S' V G:l p A i at\dhgri; (,m, -e, thsc-k. NOV U 'Lull ufLDiPSG _DEPARTP� J � To the best of my knowledge, the above/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: This 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 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 �aZ�Z & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ) 0' Z g• Z v t l PROJECT #: of 6 f 1 1 4`T PROJECT: W D OP 11 AVEC LOCATION: A -32-D4- ILA F-1 Ond& VrY KRAZAN PROJECT MANAGER: _ Tsrn CO CTION REPO TNO.: 35994 CONTRACTOR: C.prt'+' PERMIT N0: Z011 —' ©Z 1�,'�/-- INSPECTOR: % T IA 3 VAH #1k4, JURISDICTION: 9d wanks WEATHER: Re_ t n TEMP: Tc5 ❑ WASHINGTON DENSOMETER ❑ SANDCONE X NUCLEAR TEST ❑ OTHER LOCATION MAP N Z_3z � ST- aZ ❑ Paved Areas (circle one): Sub / Agg /As Building Pad ❑ Other ❑ Trenches (circle one): Sewer / Water / Storm Drain / Utly I Curve Unified Soils Classification Max Dry Opt Density Moisture Test Elevation Location(Comments) Curve Mode & Depth Density Moist Percent % Compaction Required 4 S- As s NOW A 6' 12-7-0 7- r is - 2 s • G. i VU 96. 1f`w ' •� F� d ;s • a Map Location: Attached Curve Test Method: Aj-m1ST Daily Avg. Std 3 ��, Count Densities Daily Avg. Std Count moisture V D 1 Gauge# CPW — 6.3 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 obo�AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technan: a� OYA. Serving the Western United States 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. Revision z 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 ===-Krazan & ASSOCIATES, INJ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION October 20, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: COMPRESSIVE STRENGTH TEST RESULTS Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 RECEIVED NOV 0 ( 2011 BUGD N TY OFUEwc)ND ,? 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 .TES, INC. Division wT/Im C.C. CORSTONE CONTRACTORS, LLC (EMAIL) CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDS 11715 N. Creek Parkway South Ste 106, Bothell 98011• (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 BRKdoc ... w_w.. ... ... .......,v..wavv \,ylIr11Uer MUPUR rVrfu . 1 1- 1.. .'-, ,M I uI V.Y.Gr 1-1, C-106 Bothell, Wa., 98011 Project No: 096-11164 Cylinder Code: 41461 Pour Date: 10/12/11 Report No: 50628 Weather: Overcast Jurisdiction: City of Edmonds Permit No. BLD2011-0242 Project: Woodhaven Vet Clinic Engineer: Location: 23204 Edmonds Way, Edmonds, WA Architect: Cornerstone Architectural Group Client: Ann Brudvik, DVM Contractor: Corstone Contractors LLC Field Data Reported Batch Data Field % Air (ASTM C-231) Temp. (ASTM C-1064) 65 Batch Time: Date Slump (ASTM C-143) 4.5 Sampling (ASTM C-172) X Sample Time: 1:10 PM 41461-1 Making (ASTM C-31) X Unit Wt. (ASTM C-138) Truck #: 7357 4 x 8 Other Ticket #: 467552 28 Inspector: Dale Rierson Design Wts. Actual Wts. 11/9/11 Mix No. 1944H 4 x 8 1944H Field Notes: Perimeter stem walls and interior spread footings. Reinforcing steel Cem. (lbs) 400 4 x 8 400 per plan, concrete placed by pump, mechanically consolidated. F. Ash (Ibs) 70 68 Please refer to Field Report No. 141194. Agg. 3/4" (Ibs) 1876 1869 Agg. 2 (lbs) Agg. 3 (Ibs) Sand (Ibs) 1622 1619 Water (lbs) 250 200 Air Ent. (oz) ,14 Other (oz) ' Other (oz) Other (oz) BUG�y of DV' ".' Other (oz) Water Added on Job (gal) 0 Supplier: CalPortland Plant Number: 261 Site Mix: Initial Curing Temps High -Low: Consolidation Method Field Test Results Ambient Air Temperature: 62 Mechanical: X Conforming X Load Size: yds Manual: Non -Conforming Sample @— cy of cy Laboratory Data Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 10/13/11 Cyl. Test Field Code Date Cure Age Dimension 41461-1 10/19/11 7 4 x 8 41461-2 11/g/11 28 4 x 8 41461-3 11/9/11 28 4 x 8 41461-4 11/9/11 28 4 x 8 P.M. Review: Lab Data Reviewed By: R.L. Mercer Max. Comp. Area C.F. Load (lbs) Str. (psi) Set # 12.56 1.0 44,960 3,580 1 1 1 1 Date Reviewed: Z �% Date Reviewed: 10/20/2011 Break Tested Laboratory Type By Test Methods 2 CC 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 Krazan =� &ASSOCIATES, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION October 21, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 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 141020 dated October 17, 2011. • Field Report 141023 dated October 18, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. TES, INC. >n C.C. CORSTONE CONTRACTORS, LLC (EMAIL) CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDS RECEIVE® NOV 0 9 2011 BUILDING DEPARTMENT Wy 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 09611164 DFP doc �KraZ`�141-020- an & sociatesLD REPORT NO: � Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 10/17by CONTRACTOR: PROJECT #: /!tom y JURISDICTION: Eoe....,a,., . PROJECT._ oera li/ erv�,� `% cb. PERMIT #: rD I I W-147-1 LOCATION: Z-3 2,0 q 45�� 4,&,, _ EoC..t.,,� INSPECTOR: / KRAZAN PROJECT MANAGER: WEATHER:. /''f_���,rTEMP: Sa-,oc ver - ..r�aa not�P�T n CY V TOFy EDNIOPIDS Equipment/Asset Number(s): To the best of my knowledge, the ab ve WAS / IYAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. re Superintendent/Re n ive: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This inform ti is su ect to review prior to fi subnt al. 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 inf rmation 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 UK-razm- & socia es, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /0 4e& PROJECT #: PROJECT:ov�hevr,� LOCATION: 23ZO 9 KRAZAN PROJECT MANAGER: OF LID -RE PORT NO: 1-4-1023 CONTRACTOR: JURISDICTION: PERMIT #: 2D INSPECTOR: mac-, --- WEATHER` S,,-,-�." TEMP: Sty` -z' I . / _� i � ' 74.E �.. L L � '. L-_ t— u -_•.i L. - Equipment/Asset Number(s): To the best of my knowledge, the abo WAS / AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. se ati Superintendent/Rep eve: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This informAosub t to review prior tosubmi al 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 ===& ASSOCIAAS, INC. -- Kra^n GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION October 14, 2011 KA No. 096-11164 Permit No. 2011-0242 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: COMPRESSIVE STRENGTH TEST RESULTS Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, 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/hn C.C. CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDS RECEIVED OCT 19 2011 guCITY1 OFIIED%0t'0 yT 11715 N. Creek Parkway South Ste 106, Bothell 980110 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 BRKdoc ::razan and Associates Cylinder Report Form I I I I b N - ureeK rarKway z). C-106 Bothell, Wa., 98011 Project No: 096-11164 Cylinder Code: 41405 Pour Date: 10/6/11 Report No: 50627 Weather: Overcast Jurisdiction: City of Edmonds Permit No. BLD2011-0242 Project: Woodhaven Vet Clinic Engineer: Location: 23204 Edmonds Way, Edmonds, WA Architect: Cornerstone Architectural Group Client: Ann Brudvik, DVM Contractor: Corstone Contractors LLC Field Data % Air (ASTM C-231) Slump (ASTM C-143) 3.5 Making (ASTM C-31) X Inspector: Dale Rierson Temp. (ASTM C-1064) 66 Sampling (ASTM C-172) X Unit Wt. (ASTM C-138) Other Field Notes: Exterior wall footings. Reinforcing per plan, concrete pumped. H/F vibration used to consolidate. Reinforcment per 1, 2, 3/S1.1 foundation plan. Please refer to Field Report No. 141179. Consolidation Method Field Test Results Mechanical: X Conforming X Manual: Non -Conforming Laboratory Data Reported Batch Data Batch Time: Sample Time: 2:00 PM Truck #: 7647 Ticket #: 464988 Design Wts. Actual Wts. Mix No. 1944H 19441-1 Cem. (Ibs) 400 402 F. Ash (Ibs) 70 69 Agg. 3/4" (Ibs) 1835. 1848 Agg. 2 (Ibs) 41405-2 Agg. 3 (lbs). 28 Sand (lbs) - 1570 1562 Water (Ibs) 250 183 Air Ent. (oz) 41405-4 Other (oz) \ Other(oz) Other (oz) Other (oz) Watet Added on Job (gal) 0 Supplier: Plant Number: .Site Mix: Initial Curing Temps High -Low: Ambient Air Temperature: 63 Load Size: yds Sample @. - cyof cy Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 10/7/11 Cyl. Test Field Code Date Cure Age Dimension Area 41405-1 . 10/13/11 7 4 x 8 12.56 41405-2 11/3/11 28 4 x 8 41405-3 11/3/11 28 4 x 8 41405-4 11/3/11 28 4 x 8 Max. Comp. C.F. Load (Ibs) Str. (psi) Set # 1.0 41,890 3,340 1 RECi1 OCT 19 2011 1 BUILDING DEPARTMENT GTY OF EDMONDS P.M. Review: 21,/L_Date Reviewed: Lab Data Reviewed By: R.L. Mercer Date Reviewed: 10/14/2011 Break Tested Laboratory Type By Test Methods 3 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 Dale: 4-08-2009 -&ASSOCIATES, INC. Krazan GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION October 13, 2011 KA No. 096-11164 Permit No. 2011-0242 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, 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 141194 dated October 12, 2011. If you have any questions, or if we can be of .further assistance, please do not hesitate to contact our office. JM/lm INC. C.C. CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDS RECEIVE® OCT 19 2011 BUILDING DEPARTW-NT GTY OF EDMONDS 11715 N. Creek Parkway South Ste 106, Bothell 98011•(425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 DFR.doc azaiz &0sociates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: /! PROJECT: A- KRAZAN PROJECT MANAGER: CONTRACTOR: WLD REPORT NO: 141194 JURISDICTION: ` PERMIT #: / INSPECTOR: �_ WEATHER: /��f— r �,7-- TEMP: 1� OCT 19 2011 BUILDING _DEPARTMENT . Equipment/Asset Number(s): To the best of my knowledge, the abo . AS / AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/ epr ntative: Tec cl n: This report indicates our Inspector's ob rvation 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 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 o-- KraZan & ASSOCIATES, INC. �-- -- GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION October 10, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 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 141179 dated October 6, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. & SOCIA -'ES, INC. Jeff Pacific NofChwest Division C.C. CORNERSTONE ARCHITECTURAL GROUP (EMAIL) Crry OF EDMONDS RECEIVED OCT 19 2011 9UcATDY OFING DEDMONDS T 11715 N. Creek Parkway South Ste 106, Bothell 980110 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 DFRdoc an & Osociates, Inc. &CA -- GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: PROJECT. A�- LOCATION: !Z-'3 "Ao-L-I.- ,lv/s G4ti KRAZAN PROJECT MANAGER: W LD REPORT NO: 141179 CONTRACTOR: S PI -0,O/ -e— JURISDICTION:�- PERMIT #: - d INSPECTOR: WEATHER:����� x OCT 19 2011 rrry OF EDMONDS Equipment/Asset Number(s): To the best of my knowledge, the abUeta WAS NOT performed in accordance with th proved plans, specifications, and regulatory requirements. Superintendent/ etive: Tec i i This report indicates our inspector's observation and testing results based on the site condition and contractor's activitie . is information is subject to review 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 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 Ken Urness From: Marshall Ryan Sent: Wednesday, October 05, 20114:38 PM To: Ken Umess Subject: FW: Woodhaven Vet Clinic Ken, Read the email below and check with Rick on what he wants to do Thanks Marsha// Ryan Corstone Contractors LLC Cell Phone 425.508-9773 E-mail: Marshall(WorstoneLLC.com From: Jeff Keast [maiW:Jeff@animatarts.biz] Sent: Wednesday, October 05, 20111:54 PM To: Rick Utt Cc: Marshall Ryan; Ann Brudvik Subject: FW: Woodhaven Vet Clinic See our engineers response below concerning horizontal rebar. Jeffrey A. Keast aia, Teed ap 4520 Broadway, Suite E Boulder, Colorado 80304 303.444.5219, Direct Line 303.444.4413, Main Line ANIMAL ARTS architecture • animals • people From: Matt Grandsaert [maitbo:mattg@i2structural.com] Sent: Wednesday, October 05, 20112:37 PM To: Jeff Keast Subject: Woodhaven Vet Clinic i a�yc i vi � ritl /��e.ti P-e� 19 fgll�l /7 Jeff, This has come up on other West Coast projects we have worked on. The reinforcing steel in the footings is to help 'bridge' any inconsistencies or voids in the soil. We always place reinforcing steel in the footings when the foundation stem walls are CMU, but we typically do not when the stem walls are concrete. The concrete stem walls, themselves, are adequate to bridge any potential inconsistencies up to 10+ feet which is what is often recommended in soils reports (although I did not see a recommendation in the report for this project). Therefore, we do not require footing reinforcing other than the L-shaped dowels. If the contractor would like to add footing reinforcing as has been done on a couple of projects we had in California, we are fine with it. Let me know if you have additional questions. Also, I have put a call into CalPortland in regards to a question I had on the mix design. Once Yheeaar bVc�1t"�VE® OCT 19 2011 10/6/2011 BUILDING OFDT EDMONDS 0 • 1QrpV L. v1L. from them, I will get the mix design back to you. Matt E Grandsnert, PE, LEED AP ntegr ll, inc. Structura Engineering Studio 259 0 s 1 _.t s.tre. e,i 3 03 x_ 9 5 5 206 v From: Jeff Keast [mailtnJeff@animalarts.biz] y Sent: Wednesday, October 05, 20112:05 PM To: Matt Grandsaert Subject: FW: Woodhaven Vet Clinic Can you comment on the lack of horizontal reinforcing in the footings? Jeffrey A. Keast aia, leed ap 4520 Broadway, Suite E Boulder, Colorado 80304 303.444.5219, Direct Line 303.444.4413, Main Line ANIMAL ARTS architecture • animals • people From: Rick Utt[maitto:rutt@comerstonearch.com] Sent: Wednesday, October 05, 20111:47 PM To: Jeff Keast, Lloyd Lewis Cc: Ann Brudvik Subject: Woodhaven Vet Clinic Hi Jeff, I have sent you photographs of my site visit this morning. I noted that there is no horizontal rebar in the footings nor is it shown on the drawings. Was this the structural's intention? The placement of horizontal rebar in the lower portion of the footings is pretty much standard in these parts. Rick REC;TEIVED OCT 19 2011 BONY OFe�EDMONDS 7 10/6!2011 0 Ken Urness From: Rick Utt [ruff@cornerstonearch.com] Sent: Wednesday, October 05, 2011 1:32 PM To: Brad Erdahl Cc: Jeff Keast; Lloyd Lewis; Ann Brudvik; Ken Umess; Marshall Ryan Subject: RE: Rebar I did some research and footing that are as small as we have at Woodhaven don't need the rebar. I am use to much bigger footings on my past projects so the footing at Woodhaven looked very naked. lust for your information footing 24' wide, square, or less do not require the horizontal rebar. Rick From: Brad Erdahl [mailto:brad@corstonellc.com] _ Sent: Wednesday, October 05, 201112:39 PM To: Rick Utt Cc: Ken Urness Subject: Rebar Rick, I will have my computer off this afternoon, and will not be receiving emails. Please contact Ken Urness before 3PM today letting him know whether or not there will be a need to install rebar in the footings. If we do have the need, please provide a sketch indicating location and size. We appreciate your help with this. We currently have our concrete crew scheduled to show up just before our pour tomorrow at 1PM. Thanks, Brad Erdahl Corston Contractors, LLC. Office 360-862-8316 Cell 425-7545250 brad@corstonellc.com V;Scslvelo ®CT i c� VA BUG OF`� EDM N'f 10/5/2011 1= AM ANFV _.:Krazarl r, t & ASSOCIATES, INC.i' GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION October 4, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 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 141380 dated October 3, 2011. • Compaction Report 18807 dated October 3, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully Jeff TES, INC. Division C.C. CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDS RECEIVED OCT 19 2011 BUILDING DEPARWENT CITY OF ED.WNDS 11715 N. Creek Parkway South Ste 106, Bothell 980110 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 DFRdoe KraZan & 0 sociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION SLD REPORT NO: 141380 KRAZAN PROJECT MANAGER: �= EC1E g T 14 9011 MEW Uv"—OF- EDMONDS CITY Equipment/Asset Number(s): To the best of my knowledge, the above I@PVAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: _ This report indicates our inspector's observation and testing results based on the site condition and contractor's act fees. his information is subl review prior to final su mitta . By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provid by of ers on site. The information provided on this report i ed 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 a Asso . 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 V%XaZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: L0" v )'I I PROJECT #: PROJECT: LOCATION: KRAZAN PROJECT MANAGER: COMOCTION REPORT NO.: 18807 CONTRACTOR: �� � PERMIT NO: INSPECTOR: JURISDICTION:..�1 WEATHER: D'n IllM ❑ WASHINGTON DENSOMETER ❑ SANDCONE NINUCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle one): Sub / Agg / Asphalt ❑ Building Pkd (s) ❑ Trenches (circle one): d�4er / Water / Storm Drain / Utly I Curve Unified Soils Classification Max Dry Opt Density Moisture Test Elevation Location (Comments) Curve Mode & Depth Density Moist Percent % Compact' n Required iU �F L4 IV.® a BUILDING C PPA NCS Map Location: Curve Test Method �1„i Attached Daily Avg. Std li Count Densities .- Count To the best of my knowledge, the above Superintendent/Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., Son Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 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. 46 NOT performed in accordance with the approved plans, specifications, and regulatory requirements Technician:. --e:> • (559) 348-2200 4221 BrickUN�W'3&,tte- , CA 91761 V / • (909) 974-4400 • (661) 837-9200 7501-1106, Auburn, WA 98002 (253) 939-2500 • (209) 572-2200 20714 SiaE Suite 3C, Poulsbo, WA 98370 0 (360) 598-2126 • (408) 271-2200 19501'-144* Ave. NE #F-300, Woodinville, WA 98072 (425) 485-5519 • (916) 564-2200 Revision 0 Effective Date: 8/16/02 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 Krazen & Associates. OCT 19 2011 P'glkNO DEPARTMENT 61TY OF EDMONDS FU ..I. �._. & ASSOCIATES, IN GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION September 30, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 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 141374 dated September 29, 2011. • Compaction Report 36181 dated September 29, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. C.C. CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDs RECEIVED OCT 19 2011 WILDING DEPARTMENT GTY OF EDMONDS 11715 N. Creek Parkway South Ste 106, Bothell 980116 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 DFRdoc 11--40�-=-Krazan &ossociates, Inc. c GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: `7 111—k-ff:1l PROJECT #: PROJECT: kK LOCATION: KRAZAN PROJECT MANAGER: CONTR, JURISD PERMIT INSPEC WEATHI 6IELD REPORT NO: 141374 �"EIVD OR 19 2011 81W AC Cn"^Kinn �• viG:JV Equipment/Asset Number(s): To the best of my knowledge, the abo AS / AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Rep entative: TQchnician: _ This report indicates our inspector's observation and testing results based on the site condition and contractor's ctiviti s. This information subject to revie p or 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 pro ed bothers on site. The information provi 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 & A oc. I Bothell (425) 485-5519 DAILY FIELD REPORT 2009.doc Offices Serving the Western United States Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 EFFECTIVE: 4/22/2009 Krazan &Psociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: t -'L l!-�f' CONTRACT( PROJECT #: t G L . PERMIT NO: PROJECT: INSPECTOR LOCATION: RISDICTK KRAZAN PROJECT MANAGER: WEATHER: COWSICTION REPGRTNo.: 36181 ❑ WASHINGTON DENSOMETER ❑ SANDCONE r ' NUCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle one): Sub / Agg / Asphalt ❑ Building Pad (s) 'p Otherj t ❑ Trenches (circle oney- Sewer / Water / Storm Drain / Utly I Curve Unified Soils Classification Max Dry Opt Density Moisture Map Location: Curve Test Method: 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 Attached Daily Avg. Std r locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities l vertical limits of the compacted area were determined by others. Our firth 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 Gauge# approved project plans and specifications. To the best of my knowledge, the above / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Serving the Weste n uVited Sta es This field report indicates our inspector's observation and testing results based on the site Condit n and c ntractor'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 info atio on this report has been provided by others on site. Revision z 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 permission of the client and Krazan & Associates. ire MIME 1111111111110m, 0"M NOVERE C�0� kzM r ����� It �MAIN "MI, BUILDING u-PARTMENT i ,. Map Location: Curve Test Method: 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 Attached Daily Avg. Std r locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities l vertical limits of the compacted area were determined by others. Our firth 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 Gauge# approved project plans and specifications. To the best of my knowledge, the above / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Serving the Weste n uVited Sta es This field report indicates our inspector's observation and testing results based on the site Condit n and c ntractor'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 info atio on this report has been provided by others on site. Revision z 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 permission of the client and Krazan & Associates. i to L 1010' 's / / / ----- 3 c�a°o m T �a p\ o$ \ , moor, \ \ 00 , Od RECEIVED s� �\ OCT 19- 2011 \ n BUILDING DEPARTMENT \ / CITY OF EDMONDS & ASSOCIATES INC��' GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION September 23, 2011 Ann Brudvik, DVM (E-mail) 23204 Edmonds Way Edmonds, Washington 98206 RE: SOILS LABORATORY TESTING Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 Lab Report No. 1 Page 1 of 3 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 and Sieve Analysis for sample number 41220 dated September 19, 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 INC. Jeff S. Pacific Woftlfwest Division JSMAm C.C. CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CITY OF EDMONDs RECERI ED SEP 2 8 2011 BUILDING DEPARTMENT GTI' 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 09611164 LABOI ME W W Z F - Z W U W a 10C 9C 80 70 60 50 40 30 20 10 0 Kram & Assoc. Sieve A&ysis _ - e _ r 1 C _ O O O %+3" % Gravel Coarse Fine 0.0 3.9 T 19.1 GRAIN SIZE - mm. % Sand Coarse Medium Fine 10.2 23.3 27.5 Test Results (ASTM C-136 & ASTM C-117) Opening Percent Spec." Pass? Size Finer (Percent) (X=Fail) 1.5 100.0 1 98.0 .75 96.1 .625 94.7 .5 91.8 .375 88.3 .25 82.2 #4 77.0 #10 66.8 #20 55.6 #40 43.5 #60 31.7 #80 25.8 #100 23.1 #200 16.0 % Fines Silt 16.0 Material Description Brown silty SAND with gravel. Atterberg Limits (ASTM D 4318 PL= NP LL= NV PI= Classification USCS (D 2487)= SM AASHTO (M 146)= A -1-b Coefficients D90= 11.0103 D85= 7.5081 D60= 1.1528 D50= 0.5970 D30= 0.2292 D15= D10= Cu= Cc= Remarks Sample ID: 41220. Date Received: 9/19/11 Date Tested:/ /11 Tested By: Corbett Mercer Checked By: Corbett Mercer Title: Lab Manager (no specification provided) Location: Imported Stockpile Sam le Number: 41220 Client: Ann Brudvik, DVM Project: Woodhaven Vet Clinic W -W TK-- Kx Date Sampled: 9/19/11 SEP 2 8 2011 BUILDING DEPABTfJ AJ • COMPAC*N TEST REPORT Fokurve No. A 143 I i 138 0 ,�. 133 U a c -moo D 128 0 123 ZAV for Sp.G. _ 118 2.65 3 5 7 9 11 13 15 Water content, % —e— - Rock Corrected —o— - Uncorrected Test specification: ASTM D 1557-07 Method A Modified ASTM D 4718-87 Oversize Corr. Applied to Each Test Point Elev/ Depth Classification Nat. Moist. S G. P. LL PI % > #4 % No.200 USCS AASHTO SM A-1-b 7.76 2.65 NV NP 23.0 16.0 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 133.7 pcf Optimum moisture = 7.4 % 126.4 pcf 9.6% Brown silty SAND with gravel. Project No. 09611164 Client: Ann Brudvik, DVM Project: Woodhaven Vet Clinic Date: 9/20/11 o Location: Imported Stockpile Sample Number: 41220 Remarks: Sample ID: 41220. Sample Date: 9/19/11 RECEIVE® SEP 2 8 2011 —.11 nrQA0TA19=NY CITY QE EDMONDS Tested By: Steve Wright Checked By: Kral & ASSOCIATES, INy� -G9- GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION September 20, 2011 ANN BRUDVIK, DVM (E-MAIL) 23204 Edmonds Way Edmonds, Washington 98206 RE: CONSTRUCTION TESTING AND INSPECTION Woodhaven Vet Clinic 23204 Edmonds Way Edmonds, Washington Dear Ms. Brudvik, KA No. 096-11164 Permit No. 2011-0242 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 140513 dated September 19, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, TES, INC. Jeff Pacific N&ffiwest Division JM/!m C.C. CORNERSTONE ARCHITECTURAL GROUP (EMAIL) CrrY OF EDMONDS RECPVE, SEP 2 8 2011 BUILDING DEPARTMENT GTY OF EDMONDS 11715 N. Creek Parkway South Ste 106, Bothell 98011• (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09611164 DFR.doc �Kra7an &Ossociates, Inc. ' GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECTil PROJECT. LOCATION: KRAZAN PROJECT MANAGER: R-0 l\ 0IELD REPORT NO: 140513 CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: ► /' WEATHER: GQ,/` TEMP: J 0 REGEIVED SEP 2 b 2011 BUILDING DEPARTMENT To the best of my knowledge, the aboveVAIAS'/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technic[ C This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This inf n is subject to review 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 others 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 0 y °" EnMo Inspection Comments � v tiQ v -n BLD20110242 45 - New Commercial Applied: 04/08/2011 Issued: 08/29/2011 Expires: 08/29/2012 ��Ic. I R90 Address: 23204 EDMONDS WAY, EDMONDS INSPECTION DATE INSPECTOR ACTION 1000 - E -Pre -Con 09/09/2011 LAMBERTJ CMP Comment: Completed 1001 - E -Erosion Control/Mobilization 10/14/2011 LAMBERTJ PAR Comment: TESC adequate at this time 1001 - E -Erosion Control/Mobilization 05/10/2012 LAMBERTJ CMP Comment: TESC complete - Final Approved 1013 - E -Storm Tightline 10/14/2011 LAMBERTJ PAR Comment: Partial - OK to backfill - not connected at this time. 1013 - E -Storm Tightline 10/18/2011 LAMBERTJ PAR Comment: Failed during am inspection PM inspection - OK to backfill - not connected at this time. 1013 - E -Storm Tightline 04/16/2012 ZULAUF PAR Comment: connection at south cb and building, 1013 - E -Storm Tightline 04/17/2012 ZULAUF PAR Comment: connection infiltration outfall to downspout that flows to the north cb. 1013 - E -Storm Tightline 05/08/2012 LAMBERTJ CMP Comment: Final Approved 1016 - E -Infiltration System 04/13/2012 LAMBERTJ PAR Comment: Contractor buried infiltration system prior to inspection - was able to verify mudding to CB, filter fabric and washed rock. 1016 - E -Infiltration System 05/08/2012 LAMBERTJ CMP Comment: Final Approved 1017 - E -Footing Drain Connection 04/16/2012 ZULAUF PAR Comment: footing drain connection at northwest corner cb 1017 - E -Footing Drain Connection 04/17/2012 ZULAUF PAR Comment: footing drain connection at building 1017 - E -Footing Drain Connection 05/08/2012 LAMBERTJ CMP Comment: Final Approved 1036 - E -Double Check Detector Assem Vault 12/01/2011 SMITHM CMP Comment: APPROVED 1051 - E -Pavement Striping 05/08/2012 LAMBERTJ CMP Comment: Final Approved 1058 - E -Mailbox Location, Pre -Install 05/08/2012 LAMBERTJ CMP Comment: Final Approved 5/15/2012 9:57:02 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 1 of 4 INSPECTION _ _ DATE INSPECTOR �LAMBERTJ ACTION 1075 - E-Trash Enclosure 05/08/2012 COR Comment: Need drop pins - when closed and when open just past 90 degrees 1075 - E-Trash Enclosure 05/11/2012 LAMBERTJ CMP Comment: Final Approved 1077 - E-Engineering Final 07/21/2011 LAMBERTJ COM Comment: Owner is required to obtain public access easement for the portions of the sidewalk located on 232nd St SW that is located within private property prior to final approval. 1077 - E-Engineering Final 05/08/2012 LAMBERTJ COM Comment: Need drop pins for trash enclosure, plans around mailbox area to delineate between the sidewalk and driveway approach, approval from OVWSD, asbuilts, and public acess easement. 1077 - E-Engineering Final 05/11/2012 LAMBERTJ COM Comment: Only need legal description for access easement then project can be finaled. 1077 - E-Engineering Final 05/15/2012 LAMBERTJ CMP Comment: Final Approved 1101 - B-Preconstruction meeting 09/09/2011 STEINIKE CMP Comment: 1106 - B-Setbacks 10/06/2011 STEINIKE CMP Comment: 1108 - B-Footings 10/06/2011 STEINIKE CMP Comment: 1110 - B-Foundation Wall 10/12/2011 STEINIKE CMP Comment: 1112 - B-Foundation Drainage 10/14/2011 STEINIKE CMP Comment: 1118 - B-Slab Insulation 10/31/2011 STEINIKE CMP Comment: 1120 - B-Plumb Ground Work 10/24/2011 LAWLER CMP Comment: except for trap primers, will have letter from owner for which floor drains will have water weekly dumped into drains from cleaning, etc. 1126 - B-Plumb Rough In 12/15/2011 LAWLER CMP Comment: 1128 - B-Gas Test/Pipe 12/15/2011 LAWLER PAR Comment: to meter 1128 - B-Gas Test/Pipe 02/28/2012 LAWLER CMP Comment: Generator stub 1130 - B-Mechanical Rough In 01/04/2012 LAWLER PAR Comment: Duct sealing 1130 - B-Mechanical Rough In 01/23/2012 LAWLER COR Comment: Verified that contractor was aware of site plan requirement for operational permit for temporary heating 5/15/2012 9:57:02 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 2 of 4 INSPECTION DATE _ IN$,PECTOR ACTION . 1130 - B -Mechanical Rough In 03/29/2012 LAWLER CMP Comment: 1132 - B -Exterior Wall Sheathing 11/28/2011 LAWLER CMP Comment: 1133 - B -Roof Sheathing 11/28/2011 LAWLER PAR Comment: flat portion 1133 - B -Roof Sheathing 11/30/2011 LAWLER CMP Comment: 1136 - B -Refrigeration Lines 01/25/2012 LAWLER PAR Comment:. Med gas test @140psi@10:30am 1136 - B -Refrigeration Lines 01/26/2012 LAWLER CMP Comment: See, med gas, refrigerant NA 1138 - B -Ceiling Grid 03/14/2012 BJORBACK PAR Comment: OK to install perimeter tiles 1138 - B -Ceiling Grid 03/27/2012 LAWLER COR Comment: 8" perimeter wires required at all mains and cross ties 1138 - B -Ceiling Grid 03/29/2012 LAWLER CMP Comment: ' 1142 - B -Framing 12/08/2011 LAWLER PAR Comment: Last of the exterior sheathing completed and approved for cover 1142 - B -Framing 01/05/2012 LAWLER COR Comment: Hangers at 2x12 rafters spanning greater than ten feet. Provide attic ventilation calculations. cover exterior openings. 1142 - B -Framing 01/11/2012 LAWLER CMP Comment: 1144 - B -Wall Insulation/Caulk 01/24/2012 LAWLER CMP Comment: 1146 - B-Insulation/Energy 01/24/2012 LAWLER CMP Comment: 1150 - B-Sheetrock Nail 01/27/2012 LAWLER COM Comment: Cancelled, will recall 1150 - B-Sheetrock Nail 01/30/2012 LAWLER CMP Comment: 1152 - B -Plumbing Final 04/20/2012. LAWLER COR Comment: Premise isolation required per Scott at OWSD 1152 - B -Plumbing Final 04/23/2012 LAWLER COR Comment: Notified contractor that premise isolation is required before final 1152 - B -Plumbing Final 05/11/2012 LAWLER CMP Comment: 5/15/2012 9:57:02 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 3 of 4 1158 - B -Building Final • LAWLER CMP INSPECTION i i DATE V INSPECTOR ACTION 1156 - B -Mechanical Final 05/11/2012 LAWLER CMP ' Comment: 12/01/2011 1158 - B -Building Final 05/09/2012 LAWLER COR Comment: 1.) Provide final approvals from: a.City planning division b. Olympic View Water and Sewer District 12/01/2011 2.) HVAC commissioning report CMP 3.) Sign above main entry door to read "This Door to Remain Unlocked When Building is Occupied" 4.) Fire and Life Safety Plan 1158 - B -Building Final 05/11/2012 LAWLER CMP Comment: 1905 - F -Fire Connection Installation 12/01/2011 SMITHM CMP Comment: APPROVED 1908 - F -Fire Connection Thrust Blocking 12/01/2011 SMITHM CMP Comment: APPROVED 1910 - F -Fire Connection Pressure Test 12/01/2011 SMITHM CMP Comment: APPROVED 1985 - F -Fire Final 05/07/2012 SMITHM CMP Comment: APPROVED 2000 - P -Planning Final 05/10/2012 COCCIA CMP Comment: Signing off. 3000 - B -Med Gas 01/26/2012 LAWLER CMP Comment: See refrigerant line for test start 5/15/2012 9:57:02 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 4 of 4