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R001362 BLD20080065 (2)_Redactedof (Eb DEPARTMENT OF BUILDINGS EW PER International Building Code Section 110 At: 21020 701h Avenue West Buildina Permit #: 2008-0065 Occupancy established by this certificate: Dwelling Units: N/A No. Stories: 2 I B/F1/S1 Type Construction: VB Basement: N/A Maximum Occupant Load: 38 (Per IBC 1004) Room -capacity signs, iv i r'" O r. d ,must remain posted at all times. Owner of Building:_ CRE Properties Ud Address/Tenant.Space: 21020 701h Avenue West THE CRE Properties Buildina HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE REQUIREMENTS OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE -AS ADOPTED BY'THE CITY FOR THE GROUP AND DIVISION OF OCCUPANCY -� AND THE USE FOR WHICH THE PROPOSED OCCUPANCY IS CLASSIFIED. v Issued this 16th day of June. 2009 CHIEF BUILDRAG OFFICIAL BY: This certificate shall be posted in a conspicuous public area and shall not be removed, mutilated or obscured and shall be maintained in legible condition at all times. Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official. s sue: sir sf : a sr�; sr�: sue• ;� w sT� s% w; st ;sue; ; ; • st ; sue• OF FQ_Ar (P CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 1pc. t 890 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 8/21/2008 d Pernut #:,BLD200800b5 Expiration Date: 9/24/2009 Pro ct'Address ": �70TH -AVE W, EDMONDS Parcel No: 00566900600102 • • • ' CRE PROPERTIES LLC MIKE ADAMS PROPERTY OWNER EXEMPTION TAKEN T.C. SPAN AMERICA 21911 76TH AVE W 4210 21020 70TH AVE W EDMONDS, WA 98026 EDMONDS, WA 98026 425-774-3881 425-778-1530 LICENSE #: EXP: NEW OFFICEIWAREHOUSE FOR SCREEN PRINTINGAND EMBROIDERY BUSINESS (9028 SF), FENCE. VALUATION: $554,810 PERMIT TYPE: Commercial PERMIT GROUP: 75 - Warehouse GRADING: Y CYDS. 992 TYPE OF CONSTRUCTION RETAINING WALL ROCKERY: N OCCUPANT GROUP: B/Fl/ OCCUPANT LOAD: 38 FENCE: Y ( 6 X 60 FT.) CODE: 2006 OTHER: N------- OTHER DESC: ZONE: CG2 NUMBER OF STORIES: 2 VESTED DATE: NUMBER OF DWELLING UNITS: 0 BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 BASEMENT: 0 1ST FLOOR: 7744 2ND FLOOR: 1284 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 FRONTSETBACK S IDE' tEQUIRED: E: 4 * PROPOSED: 97120'* REQUIRED: N: 0 PROPOSED: 7' REQUIRED: W: 0 PROPOSED: 5'9" IEIGHT ALLOWED:75 PROPOSED:26 REQUIRED: S: 0 PROPOSED: 2'9" MTBACK NOTES: * 9' of landscaping (4' required), 120' setback shown from east PL. 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 LABORCODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY ANaALL FEES ARE PAID. Signature f Print Name Date W �l�My CI],I Released By ITIS UNLAWFUL TO USE OROCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPEC `ION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI to/ IRCI 10. ARCHIVE APPLICANT ASSESSOR OTHER STATUS: ISSUED BLD20080065 • FXcrior colors shall match what was approved with design review file #ADB-07-72. • REQUIRED SPECIAL INSPECTIONS FOR THIS PROJECT: 1) Excavation, grading, & site preparation 2) Soil bearing verification 3) Placement of fill & compaction 4) Foundation drainage 5) Concrete Construction 6) Wood Construction 7) Final letters fromspecial inspectors • Seperate Permit Required For. 1) Pluming 2) Mechanical 3) Side Sewer 4) Fire Alarm 5) Signage 6) State Electrical 7) Water Meter • Lot line stakes must be in place at the time of foundation/setback inspection. • All new, extended, re -built or relocated electrical utility and/or service shall be placed underground. • Obtain Electrical Permit from State Department of Labor & Industries. 425-290.1309 • Submit all special inspection reports to the City Building Inspector on a weekly basis. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for ahemate 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 shallbe 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. • Fences, gates, and arbors shall be located on private property. Property owner responsible for determining property lines. Fence shall not enclose or prevent access to any City maintained utilities. • Sound/Noise originating fromtempormy construction sites as a result of construction activity are exempt fromthe noise limits of BCC 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 s ites/activites 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 fromany and all claims for damages of whatever nature, arising directly or indirectly fromthe issuance fo this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance provision. INSPLCTIONS 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. 1-0220 EXT PERMIT TIME LIMIT. SEE ECDC 19.00.005(A)(6) IWAN PUBLIC WORIGS 425 771-0235 PRE-TREATMENT 425 672-5755 RECYCLING 425 2754801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested. Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. s E,Pre-Con E-Erosion Control/Mobilization B-Traffic Control E-StomiTightline FStormDetention System E-Footing Drain Connection B•Sewer Tap on City Main E-Water Service Line B-RPBA with HotBox B-Pavement Subgrade B-Pavement Compaction Test Report E-Pavement Striping B-Retaining WallForrrn/Location E-Retaining Wall Drainage B•Fire/Aid Address Sign B•Trash Enclosure B-Cross Connection Final E-Engineering Final B-Setbacks &Footings 3-Foundation Wall B-Isolated Footings/Piers B-Slab Insulation B-First Floor Framing B-E2derior Sheathing B-E-derior Gypsum Sheathing B-Shear Nailing B-Height Verification B-Fire Stopping B-Framing B-W all Insulation/Caulk B-Floor Insulation/Caulk B-Ceiling Insulation/Caulk B•Sheetrock Nail B-Building Final F-B&guishers F-Fire Dept Inspection F-Addressing Visibility F-Fire Final P-Planning Final M t04-"lb-' 10tS 3L:1y rtSlR'l ��a�oa3r . - --iooa raoalnno r-oozi Eb CITY OF EDMONDS SPECU►L INSPtMON AND TESTING AGREEMENT 4!. RESUB PST tl - �g—C�(vS' DATE:_ `iMAY 0 5 2008 PROH"WISAWRUSt. 7-10jo q01% A%r%d%%Fq W4 e 0 ^ FA Ora F& MW PROJWCT NAME! ct-ra Po pe.rn't-"` (;h-1`[t,� �•• `� SPECIAL INSPECTION AGENCY K 2w.► �jo t : A• - ......�... *One firm mom be compleoed by each Special Inspection Agency or Inspector. SPECIAL DTBPEMONS REQUUMD: SpeeW inspeedons Ire reQUked fAr this prejeet in aeeo"daaee with IBC Chapter 17 or In accordance with IRC JU092 as appBceW IBC Sed ion 170CL requires Bee owmar or the registered deg p proloctlotaal in thugs to esaploy an independeet testinglinspeetion agency/speetal tnspeetbr to perform regnb ed spots inapecttaus. The Independent agsaacy hired to perform Ills duties of spedat h"eeNost Is required to be a registered agency with WABO udder ties Special hapedive Registration Prosram (SIRP). Tire speeisl inspector shall he a qualified person with competence for inspection of 11te pardouiar type of construction or operation requiring special inspection (BOQ may he required by the Building Weld). The owner. registered profeesionaL contractor and spedat 1&specmftg=y shall omplete the mad form and submit directly to the BuRdbeg Dividon. VMRK R$QURING IIPECIAL INSPBd'MX-. Spedd inspections will be required for the foliawing eategorics of work in anordamo with MC Chapter 17 and KEW Ri09.2: 11OR SPECIFIC INFORMATION RICARDING REQUIRED SPECIAL INSPECTIONS SEE THE STATEMENT OF SPECIAL INSPECTION t]ATTACHED DAPPROVED PLAN SHM o Fa6CicaWR 1704.2 Wood Con*uction t 704.0 a Steel Ceaeo 1704.3 a Sous 1704. meta 1704A Belts I Asued in Concnft 1704.13 a ocW MainmEgdft Comido Fama (1704.g o Rokv&Wnx ball 9" Taudw 1704A 0 ammun] Wddta (17043.11 0 HJ0 8 (17043.3) oldgumY0704.8 o Roblfotcad Gyps= Canacte 1704. o t►sitm10 Asa tssee 1701.1 WVNI n 1 o tutu Cenneee Frli I704A o Fb6aubdVe i .10 a Pit'Pitim LVH l 17049 to Shoterete a Pity F 1707.5 a Sontcemtl Stan .a F-md"Un(1,704,71 a 704A4 a Extuier fsuuhtion aAd finish 8 t 1704. 12 fl Ssistide Systum t 7. a 1707.i o Co Formed Steel FhpM i 7 .4 o a 17GI. n Sttuewal Wand 1707.3 o gnaw CWM1704.13 o lsalqft ftaM J1707.1f)O n loft (1704.11)0 A LOa I a BEFORE A PERNAT CAN 8E ISSOEDI The ea►tter and contractor and @pedal inspector shall complete this agreement *ad the s►itaehed Species Wpection Inforeeat{oa Fong, iadsding the required acknowledgments and ream to Me Budding Division for approval prior to permit issuance. W:1Buil h4 HANDOW 1COiDI'.S1F'OAMMEC AL lNSPEMON AGPXBM 4T FO1RM.docM Vd z08LbLLS2t76:01 8TL2-t,21CS2b) UOIN2WU NddS Ol:WOdJ d02:t70 8002-9T-8dU m—io— m 16: x� rn9A7 `3G'J`lOJCIOJI . i uu.� i otra� uuu r .ru,� APPROVAL OF SPECIAL iNSPWrORS: Each special Inspector shall be Approved by the Building Official prior to performing any duties or inspection:. The company performing hWeetime mast be WABO certftled an well as the individual completing bupecdom When required by the Building Oftiaial, each special inspector Shan submit Statamant of Qualifications to the City for review. Spatial inspectors shall display identilleadoa when performing special hapectloas on the project site. Special inspection and testing shall meet the minimum requirements of IBC Chapter 17 and the following: i=7 , , irt1 v I 1. OBSERVE WORK 1%c special inspector shall observe the she work for coafor►aance with the approved (stamped) pleas and spermcations sad appNcable workmanship provisions of the IBC Architect or MoUlnew reviewed shop drawings may be and oaW as an aid to Inspection Special inspeedm art to be performed on a continuous bash--mcaoing that tba special Inspector is an site at all tines abserving &a work requiring special inspection. Periodic impeetleas am permitted only as speciScaW noted in the approved project pleas in accordance with IBC Chapter 17, and as approved by the Building Official. Coagauoao Inspection means the same iospector is on site day to day to observe the work requiring apeeiat inspections. Perlsdic Inspection means some inspections iaay be performed on a periodic basic to satisfy the requirements of coa8nnoas inspection, provided these periodic inspections are performed as outlined in the project plans and specifications, and approved by the Building Ofiicial. 3. Rli1'ORT NONCONFORMING ITEM The special Impeder shall being non-eonforaning items to the immediate, atteMia of the contractor and note all ands flow In ilia daily &M report Any item not ra eltved in a they manner shall be Ins mediate cause of the special Inspector to no* the Balldin` Official by teiepbone at (42S-771-0E=0) or in person at City Hall; of the plan deviation, error, change or ominiom it *hall also be the duty of the special inspector to promptly noft the engineer or architect of record. 3. DAILY REPORTS KEPT ON SITE WITH CONTRACTOR Each special Impactor shall eomplete, and sign a daily report for each day's inVusism. The daily reparta aboM remain at the jobske with the contractor for review by the City Building Inspector. 4. WHMMY REPORTS TO CITY The special IaspeeEsr or inspection agency shall furnish the City with weekly reports of into and hispeedert : The project engineer or architect, and others u designated shall also be copied on reports. Waehbr reparb mnat I=h de toe follsrring: • Deseriptloa and date of daffy impections and Casts made with applicable locations • List of a8 won ceofandag hams and locations a Report on status of nen-eonfernhing item (how each was resolved or unresolved) • Field ebangm asadtorked by the Architect, Engineer or City Impactor it ant included fa no"M ormance fiat & W:1BuiWW 1 MDWT =DESWORMMEC" MOPWnON AOMMENT FORM.697107 S'd 208LbLLS2b6:01 8T12-tLLCS20 UDI83WU NddS O1:WOdJ dT2:b0 8002-9T-ddtl M4-'lb-'IOtS 1'L;'Lb ttmUPi 4� a�oao+ . i-ouj ravuiavuo r-ooj S. FINAL CONSTRUCTION REPORT The sped inspector or inspection agency shag submit a final Aped report or Cerdfleate of Compliance to the City stating that all items requiring spacial inspection and testing were dlfilled and reported. And. to the bat of htNher kwa%vWp the project is to confennAae a with the approved plans and specifications, approved clump orden And the appHeable workamamwtdp previsions of the MC. Item not in conformance, unresolved items or any discrepancies in Impaction coverage (i.e., missed Inspections, periodic inspection when continuous inspeetiom were required, etc.) shall be spmTstaliy addressed in this report. IL C,3es,gtor Resnonslbglties 1. NOTIFY T1II9 SPECIAL INSPECTOR OF ALL REQUIRED SPECIAL INSIPWrIONS It is the duty of the euntractor to notify the qm" inspector when work is ready for special inspecdion. Note, the items hated oa Me attached Speelat inspection Iafarmadon Yom kn as noted on the approved plans and speMestiow are required to have special ispatdmw. Adequate notice shall be provided by the contractor to that the special inspector has time to become timmiiiar with the project. All work requiring special inspection must be approved prior to concealing or covering said work. 2. PROVIDE ACCI= TO APPROVED PLANS The ewntraotor Is responsible for providing the special inspector actress to approved plans at the jobslte. 3. RETAIN SPECIAL INSPECTION RECORDS The eontroctor Is responsible to retRln at else jobsito all special hespeeties records subuMled by the special yppeetor. These records are to be provided to the City building kmgwdor span request. C. City of Edmen Bemilding Division eapousi_ibb 1. APPROVE SPECIAL WSPECTION The Building Division sball approve all Special Inspectors and spacial inspection requirements. 2. MONITOR SPECIAL INSPECTIONS AND APPROVE WEEKLY REPORTS Work requiring special Inspection and the performance of speeW Inspectors shall be mositared by the City Building Inspector. Builds S Inspector approval most be obtained prior to plument of concrete or other similar acdvides In addition to that of the spacial inspector. 3. ISSUB C"RIMFICATE OF OCCUPANCY The Building Olfieitll my issue a Certlfitate of Oteupancy alter an weekly special inspection reports including the final report have ban submitted sod accepted by the City. D. 1. The project owner er the engineer or architect of word sedug as the owner's agent shag fond special inspection services. 1;. im�ecr or Arebiiee�,g�Atraird ti�mannaibiltties 1. Prepare Statetoent of Special inspections is accordance with IBC Section 170& Z. Review the special lospatioa reports and provide corrective action for work that may not conform to the approved plans. W.MaitditMNDOUT 1CODSWORMMSPECIAL INBPECIION AORESMeNT FORM,dao7107 NY1111111 1111PX1,IOAMW't.'70 IIIa4111111 INNER.IFX;27 FX42NO1111111 MR-I93t-1:1MAIR,,XP'W LJ lo9-'lb-' lots 1'L; 6lo !*f= yG aooaar t-non rr��uo� or�o r-oo� ACKNOW[.BDGN'l<S X head read dud dVfe to conq* with the ferns end conditions gftlib ogmMer" Owner name tJVaV*%t e- CC -%I wA �''"" /IeA9e p t or type) Dam Y11JOCI, General Contractor Company/Owner same 'r (please print or type) signature Date L/ /b dtb spaw Inspector/ name � _ `f' ,SSO C ^ -- (please print or type) sigaatu Date le ar /0/ //- f r ArehiteetWagineer of Record acme , , �oir�*� �' • �/� L.001. base print Signature Data oslos-Oz Return the original dg■ad agreement to the Bnildf g Division City of Edmands Buildtna Division 12156 Avenue Numb, City Hall Second Ftaer Edmonds, WA 98020 ACCNP['ED BY CITY OF City Oftiew slpfiturq, .,,, p[V[S[ON: Date w:l8uud4%HAND0UT MODLWORM WEC{AL MSPBCTION AGRIsSUM FORM 07/07 L'd £0at7LLS2b6:01 eT12-bLLCSZb) d0IN3WU NUBS 01:WONJ dZZ:bO 8002-9Z-bdd u VI • .d �+J • LVI 1 1'li IL ♦1 VI'1 \"TLJ! 1 1 1 L 1 1 V I V- J11LJ 1 1 1 1 CJW J f. "1 LYJU YJL q0 L1.OJ1 •rllV17"1Y01JUl11UUMCUll11LG1 YLJ 701 LJ.LV 1 JI)L / LOWL.1 WL,I L WWW EDaff OF EDMONDS p�0 SPECM INSPECTION AND TESTING AGN1E11T1' REE r. r PERMIT N DATEs 2 6 PROJECT Off R ADDRESS: 2-I0 2.0 el0 n >w ,.,v �� c►n PROdg.CTNAML: �.�6 J'o e.r�"Pc _ �" ©%`tr 1Wh4%A."c SPECIAL INSPECTION AGENCY r 6 A GW-Ckec �n a -u cx%ti�g *Ong tors mud be completed by eaeb Special Inspettbn Ageacy or Inspector. SPFCIAL IiYSPMMONS REQIIIRFW- Spe6W ingwWons an required for his project in accordance witb IBC Cbepter 17 or in w#ordance with IRC R1o9.2 as applioabla MC Sse&n 1744.1 regnbw the owner or the registered deska pmfudenal in charge to employ on indopondat tWtWgftWaed08 agenwhoetial kgmd r to perhum regairid ego W WpcWot& The lndq=dent teary hired to perform tine datlm of special isRaetlon is reyubW to be a rqosbred Wacy wi0 WARO under the special Ins WAM Rtgbtmdm rro MM (SIRS. The :genial iaspattor shall be a quWW persen witb competence for laapatdoa of the particular type of cast raeNon or operation requiring special hupea:tion r (SOQ may be required by the Banding (fMdol). The nvnar, registered prefessionk contractor and spedal lnrpoNorilsgancy sbail complete the zttscbed fora and submit directly to the OuNding fthioa. WORK RZQUMG SPECIAL INSPECTION: SpaeW tarp wtim will be required for the Allowing categarles of work b aemrdaaee wdh MC Chapter 17 and 1RC R1OP.2: FOR SPECIFIC INFORMATION REGARDIP Mi REQUIRM SPECIAL INUWnONS WE THE 8TATE WWr or SPECIAL INSPECTION OATTACHED CIAPPROV19D PLAN suzcr BEFORE A PERhIIT CAN BE ISSUED: The owner and contractor and sp eiatl luspector shall complete this av+eemcnt and the attacbed Special Iaspamion Information Firay including the required aeirnew1OPM00ts Ed Ptum to the Building Division ter approval prier to permit issuance. w:lBufl kSWANDOUr [CODEBWORMSWYMAL INSlE MN AOMMMM FORMAW107 V VII J LVVV VJ•LVI"I I I\VI I• Il. JI PIII MI ILI\-M LIlU IU•71`TCJI 1'110io r.J • uu-wL- 00 L1.v4 rntxj-14C1JU11 ❑CUIOlil J1J1W1 'SLJ-'l01-L'J1YJ 1-JUL 1ILJV%)IVVJI 1' 4JIOJ 40 APPROVAL OF SPLCIAI. INSPECTORS: Ucb special impeder shall be approved by the ""kilns Official prior to performing any duties or Inspection& The company performing inspections most be WABO carolled as well au the individual completing inspections. When required by the Building Otileial, each special inspector shall submit Statement of QUIlr Boas to cite City fbr review. Special Inspectors shall display I4eatt8cadom whim performing special inspections on the project site. Special inspection and toting shall meet the minlmmm requirements of 1BC Chapter 17 and the following: A. Denies aid Raepoasibilitiea ei ft figldM Ig�tor_ 1. OBWAVE WORK The spacial inspector shall oboerve the site work for conformance with the approved (stamped) plans and speeltieatleas and applicable workmanship provislow of the IBC. Arclillect or Xiomer reviewed shop drawings may be wed only as an aid to iospectloa. Special inspections hre to be performed ow a continuous bombr—mcaning that Ow special inspector is on site at on drnas observing the urm* requiring special inspection. Periodle impeedons ere permitted oily as spedtieally noted in the approved project plans in accordance with IBC Chapter 17, red as aplinwed by the Building Official. Coatipgaa Inspection means the same inspector Is on site day to day to ohserva the work requiring spew i"Pation. Periodic Impaction means grow inspections may be perforated on a periodic barb to satisfy► the requirements of continuous inspeedga, provided these periodic insp edwa are performed as outlined in the project plans and specifications. and approved by the Building Official. s. REPORT NONCONFORMING rMM9 The special inspector shall bring non-cootbrmtag ideas to the immediate atteatiom of the contractor and note all such item in the daily field report Amy item not resolved iq a timely manner shall be immediate came of the spedat inspector to no" the Building Official by telephone at (4W771-0220) or In pesos at City Hall, of the plan deviation, arror, change or osofeslon. ft shall also be the ditty of the special Inspector to promptly, 11*1:10 the engineer or architect of record. 3. DAILY REPORTS Ii.PT ON SITE WITH CONTRACTOR ZIA special tnapecmr shall complete and sign a dolly report for each 4Ws iupettou. The daily reports shall remain at 60 jobelte with the contractor for rfview by the City Building ImpaMr. a WlMLV RE MM TO C1'1'Y The special inspector or impeeties agmey shall &robh the City with we" reports of tags acid impeciina The project engineer or architect sad others as designated shall also be copied ea reports. Wed* reports wait Wchde the following: a Description and data of daffy imp6eflum sad tab made with appliesble locations • List of all now -conforming Items and Imtisws e Report on stow of nee-aafarroing (tame (how each was resolved or unresolved) e Mid cbanges authorised by the Architect, Engineer or City inspector If not included in non-ow"Mance Item:. W:IBnttd'ogtiHAl WUT iCODE81F0;<N OPF UL DOWSMOJ ACAERAGM POMU=7107 ..—I — ova. - VJ.L..ai i- I. nn ni-11—n t��✓Ji i"f LIJ.0 ILJ..J1 ZL_✓1 IZI OU-) f .O WV WL WU L.11. V7 L'LriJll LVGIJULI NGUi.GW11J1W1 7L.J ZU1 "44W L S. FINAL CONWIMUCITON REPORT The special inspeemr or iaspeetioa ageaay shell submit a final signed report or Caltlneate of Compliance to the City stating that all itenes requiring special inspection and testing wen NOW and reported. And, to the but of his/her knowledge the project is to conformance with the approved plans and speeifieatiotq4, approved chap olden and the appil"t workmanship Provisions of the WC. Items ant in conforwsnce� varesolved hems or any discrepancies in inspection coverage (i.e., missed inspections, periodic hupedion when eonilnaous in"tions were required, ate.) shalt be specificalyr addressed In this nvport. IL Coatractor ReanamsibNt& i. NOTIFY THE SPECIAL INSPECTOR OF ALL REQUIRED SPECIAL INSPECTIONS It is the duty of the contractor to notify the special lnspector when work is ready for special inspediew Note, the items listed os the attached Special iaspeeden Information Form and a noted on the approved plans and specifications are required to have spaial iespectlans. Adequate notice shall be provided by On contractor as that the special Impeder ban On to become familiar with the project. All work requiring special inspection must be approved prior to coneeallog or covering said work. 2. P'ROVIDB ACCESS TO APPROVED PLANS The contractor is responsible far providing tlea special inspector ocean to approved plow at the jobskL 3. RETAIN SPECU L INBPECTCON RECORDS The contractor Is responsible to retain at the jobiite ON special laspection records submitted by the opscial inspector. 'Mae records are to be provided to the Ctty banding inspector upon request. C. CiM► of Edmonds Oddingftift Responsibilities I. APPROVE SPECIAL INSPECTION The Belldl,g Divlston shall approve oil Special [nspectara and Special impeation requ me Bents. Z. MONITOR SPECIAL INSPECTIONS AND APPROVE W'CMV REPORTS Work reelairhrg special inspection dad the performuce, of spec! hupedore shall be monitored by the City Be Mlft Inspector. Building impeder approval must be obtalued pAor to placement of concrete or other simtlar activities in additive to that of the gmdai hopedw. 3. ISSUE CERTIFICATE OF OCCUPANCY The Buihlias Of ielat way issue a Certificate of Oeeeponcy after an weddy special iaepsetion reports including the final report have been submitted and uee&d by the Chy. D. OwAw R anoasihtlides i. Tbo Itrojeet owner or the eaglaeer or architect of record ocdreg as the mmees agrat shall 8md Special inspection services. E. or Ambiteet of Record Respons�illtie 1. Prepare Statement of Special Impectirone is actaft ee with IBC Section 1183. Z. Review the special iftpecttoa reports and provide corrective action forwork that spay not conform to the approved plans. W:1BuIid6 sMMN=ff ICODES1FO1tNL9WWA1, h% snic nw AQmmm FOI mAecw7 �VU- UL RJU�La. IU'2 1'IAAJ� PIQA.JUIJ 1JGULr.UJJIJJ.IrQa 74J 4U1 4J1u Jl �JULv i uuJ/ vvI 1A %iwo ACKNOVAUMUMNTS I have &vd and agree to/c�o►W& wfti the ter aaI comabRr aftbt Wwgmwt. Owner name c eJ� c t 4c:1A V,Vwy (please print or type) Sig�wtare Date 61 014 General Contraetor Gsapany/Owsier aawre tv •r C.ne L L 4 ^ wN-kf 04un print or type) Sig�tatgra Date L1 I (s I 04a Special Date 6 PX/O? ArrbHectfEngiaeer of Rewd oasse (please print or type) Signat��e+e Data Return the original signed agreement to tie madinS DjdW" City of Unonds grading Division 131 a Avenue Nert!4 City Boll amad Floor Edmond% WA 9M0 ACCEPTED sy CYTY of wbqgB mG DMSIQH: City Offidd 9lpatara Date ntir. -PA (AX /�h k r-4 A� WrUWhIImWANDOUr 100DESWORhOSPRC1AL (NSMMONAOR8BMM FORIuMAcc=7 ACKNOWLEDGEMENTS 7 have read and agree to comply with the terns and conditions of this agreement. Owner name (please print or type) Signature Date General Contractor Company/Owner name (please print or type) Signature Date Special Inspector/Agency name (please print or type) Signature Architect/Engineer of Record naive lease print Sign type) Return the original signed agreement to the Building Division City of Edmonds Building Division 121 51" Avenue North, City Mall Second Floor Edmonds, WA 98020 ACCEPTED BY CITY OF EDMONDS BUILDING DIVISION: Date Date 0 Z g O City Official Signature Date Title: W:\BuildingkHANDOUT ICODES\FORMS\SPECIAL INSPECTION AGREEMENT FORM,doc7/07 ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement Owner name (please print or type) Signature Date General Contractor Company/Owner name Signature, (please print or type) Date Special Inspector/Agency name (please print or type) Signature Date Architect/Engineer of Record name JaH.,� F. —r r.n I (please print type) Date 02 Z OS Return the original signed agreement to the Building Division City of Edmonds Building Division 121 5'h Avenue North, City Hall Second Floor Edmonds, WA 98020 ACCEPTED BY CITY OF EDMONDS BUILDING DIVISION: City Official Signature Date Title: WABuildingWANDOUT ICODESII ORMSISPECIAL INSPECTION. AGREEMENT FORM.&0/07 LA r 1.10IN V'ROM U0 N'1'KAU'I'U* R�, IS TRATIONN VERIFICATION FORM D The undersigned property owner or authorized person as described below, has applied for a building permit from the City of Edmonds and claims that he/shcht is exempt from providing contractor registration in accordance with the provisions of RCW 18.27. The property owner or authorized person, by their signature below, hereby verifies to the City of Edmonds that: O Value of work under $500.00. The aggregate contract price of labor and materials and all other items required for the project is less than $500.00 and is not part of a larger operation to be undertaken on the property. This exemption does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he/she is a contractor, or that he/she is qualified to engage in the business of contractor. RCW J.27.090(9). wner who contracts for a project. A property owner contracting with registered ntractors for the project, and who him/herself is not performing any activity of a ntractor for the purpose of leasing or selling improved property that he/she has owned for less than twelve months. RCW 18.27.090(l 1). O Work performed personally on own property. Anyone personally working on property he/she owns, or at which he/she resides, as long as the property owner, or resident, does not perform any activity of a contractor on his/her property for the purpose of selling, demolishing, or leasing the property. RCW 18.27.090(12). O Use of own employees. Property owner using him/herself or his/her own employees to perform maintenance, repair, and alteration work in or upon his/her own property. RCW 18.27.090(13). 0"'Licensed Architect, engineer, electrician or plumber. All work perfonned under this permit will be performed by an architect, civil or professional engineer, certified electrician or certified plumber operating within the scope of his/her certification. RCW 18.72.090(14). O Other. Specify which provision of RCW 18.27.090 applies: THE UNDERSIGNED PROPERTY OWNER OR AUTHORIZED PERSON HEREBY VERIFIES THAT ALL INFORMATION PROVIDED ON THIS FORM IS TRUE, AND ACCURATE TO THE BEST OF HIS OR HER KNOWLEDGE AND ACKNOWLEDGES THAT IF ANY OF THE INFORMATION PROVIDED ON THIS FORM IS FALSE HE OR SHE UNDERSTANDS THAT THE BUILDING PERMIT WILL BE IMMEDIATELY REVOKED AND ALL FEES PAID FORFEITED. DATED this 30 day of PROPERTY OWNER/AUTHORIZED WIItu S PERSON gnature Sig TCVrtocc `-0A-"� V, } vlW Print Name Print Name REVISED 7/07 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com April 14, 2009 City of Edmonds Building Department 121 5th Ave N, 2"d Floor Edmonds, Washington 98020 Project: CRE Properties Address: 21020 70th Ave W Permit Number: 2008-0065 Job Number: 08-0755 Final Letter: We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Lateral wood items to include shearwall & diaphragm nailing, clips, drag struts, blocking, sole plate nailing, framing, seismic straps 4. Epoxy -grouted anchor bolts for holdowns 5. Anchor bolt installation (wedge type) Sincerely, OTTO ROSENAU & ASSOCIATES, INC. a ieanne L. Parvin cc: CRE Properties 04/27/ 2009 09: 47 2EI67232221 U 1 1 U RUSENAU PA(at b2/ 07 OT100 ROSENAU ASSOCIATES,1NC. GeoteshnicA (F10ineeri% Construction Inspection & Materials Tesong LATERAL FRAMING INSPECTION REPORT Repast tdumb r: 101971 project: CRE Prapenties Permit Number 20080065 Job Nur'nber: OS-0755 Address: 210-20 7lp Ave W, Edmonds Client Address: 21030 7e Ave W, Edmonds Client: CRE. Ptnperties Inspections Perforated Anchor Bolt e Framing Light Gauge Welding X Light Gauge Yield: 30iksi 0 5mai Blacking of Haidown System Bottom Plate Nailing w Size and SP-40 g Weldefs Name: ENail Straps WASO Number_Sheathing Diaphragm Nailing �: WASO Card Exp.: Nailing Inspector Remarks and Date Brian Robertson inspected epoxy grouting of 1" holdown with an embedment depth of 10" at grid line C/3 asfollows' SI01181 AC100 Gold'"' epoxy with an expiration date of 712009 12I1212008 Powers FastenersO (ICC-ES ESR #1686) was used. . Hole was clean, neat, dry, and drilled to a proper depth and diameter. Work inspected at this tine colnfonns to the approved drawings and the 2003 International Building Code. Performed visual inspection of the installation of a/a" diameter x 10" long LT Powersg Power -Stud' walls for the warehouse as (ICC-ES ER #5225) wedge anchors at the plate splices of the perimeter per RFl #8 (dated 12/9108) as follows: Wedge anchors were tightened to 90 ft_ lbs. with a calibrated torque wrench, as required, and the use of proper washers was observed. o Holes were clean, neat; and to proper depth and diameter Work inspected at this tune conforms to the approved drawings and the 2003 International Building Code_ Copies to: +�—`---�— X Clint X Contractor Technical Reyponsibiitf. X Anchftd X Bu0diN Dept. ter C. seA, Project Manager x Bngimer This report appries only to the items lasted or teperted end is the exdusive PVQPedY of Otto Rosenau & AssociaUes inc. s{ep i tion of 1t is report except in full, without wdtten permission from our flrn is strictly prohibited. Page 1 of 1 6747 M.L. Krug WSy S., Seattle. Washington gel18 - Phone (208) 725-4600 or 1-8tf$-OTT04-US - FaX (MG) 72 -2221 For, No. ADMIN-84-01 (R49v 10/0$) 04/27/2009 09:47 2067232221 OTTO ROSENAU PAGE 03/07 • 0 O iTO n^SENAU & ASSOCIATES, INC. Geotechrdcai Fngineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORs Report Number.101072 Project" CRE Properties Penn* Number: 200080085 Address: 21020 7e Avenue west, Edmonds Jab Number, 08-0755 Client Address: 21 o2o 70°i Avenue west. Edmonds Clierrt CRE Properties lAspeo,ons Performed Steel Decking Other (speedy): Proprietary Anchors: Structural Steel Fabnc�ion Seismic Tie installation . Anchor Bolt InstaAation Lateral wood • Epoxy Grouting (Rebar / Bob) Structural Steel Erection (nspactar Remaflcs and Data Gordy Moe As requested by Cadre Construction Management I inspected the following: 12/09/2008 Framing • Sole plate nailing Installation of LTPH Clips • Floor to floor seismic straps Shear and Boundary nailing for exterior shear walls, inclusive Drag strut and diaphragm blocking as required Attached sheathing and installation of CMST1�4 seismic straps at roof, inclusive • Verified completed installation of LSTA 15 straps at trusses as per detail 41S5.3 Work and materials were found to be in confprmance with the approved City of Edmonds plans- X Copies to: Others X Client X Engineer Teewcal P nsway: owner X Cortractot ArC. Manager X Architect x Building Dept. This report applies only to the items tested or reported and is the e=lusiv property of Otto Rosenetl & AsSodate$, Inc. Reproductionof this report in folk without mitten permission from our firm Is strictly pro - Page 1 of 1 6747 M.L- Kinp Ways.. Seattle, Washington g8118 —Phone (208) 72 -46M or 1'888'OTT4-4US —Fax (206) 723. 2= Form No.: ADMIN-63-02 (Rev 11") 04/27/2009 09:47 2067232221 OTTO ROSENAU PAGE 04/07 OTTO OW)SENAU &- ASSOCI TES5 INC. Geotechnical Engineering, Construction ktspecbori & iyOLriais Testing LATF-RAL FRAMING INSPECTION REPORT Repad Number: 101845 CRE Properties Permit Number: 20060065 Project: Job Number. 08-0765 Address: 21 Q`20 70"' Ave W, Edmonds CIieM Address: 21030 70a' Acre W. Client: CRE Properties - - - - _ Andes Bolt Bottom Plate Nailing Diaphragm Mailing Sheathing Nailing Irrspector and pate Brian Robertson 11 /21/2008 Light Gauge Framing Light Gauge Wetdii 1rrStallation of Hold:n System Ujhtlt®YieldNail f Saew Size and S�irtig x WName: Clips [) Straps❑ Wumber:x t]ther [specify}: Ward Exp WA 98026 R®marks On site to perform visual inspection of the sheathing for 2" floor shearwatl at 11A-C. The shea►wall is a SW6 with 15132" plyw cod fastened tra 2X studs using 0.131 x 2 W nails edge nailed at BY on venter. The field is nailed at 12" on center. Work conforms to the approved drawings and Me Internsiianal Building Code. Conforms ckmies X CGent X CotrtractOr TeCynlcal Responsibibly:4-1 X Ambitect X Budding Dept- , Prviect WOW X Erx}irre� This report applies only to the Remy tested or mported end is the exdusive PrOP Y Of €�tto Rosenav s Associates. (nc Repmduction of this report, except in full. vdthout written permission from our firm i9 stridiy i mhP)3ed- Page 1 of 1 6747 M.L. rang Way S_. Seaft. WashingtOn 9811$ - Phone (205) 726-46t11I or 1d8$$-0-rt0 I -US - Fax (M) 723-2221 Form No.: ADIWW-84-01 (f2av IOM8) 04/27/2009 09:47 2067232221 OTTO ROSENAU PAGE 05/07 OTTO ROSENAU 8i ASSOCIATE lannlnea ta. Construedon Inspection &Materials Testir S, INC, .. CONSTRUCTION INSPECTION REPORT Report Number: 101117 Description: Latetat Wwd CRE Properties Pemrtit Number. 2008f)065 Project: Job Number 0"755 Address: 21020 le Ave W. Edmonds 21030 7e Ave. W, Edmonds Client: CRE Properties Client Address: Inspector Remarks and Date Mike Gallanger On site for lateral wood inspection' 1111812008 Visual inspection at south wail type 6 shear wa!l an grid We 1/A-G. Nails were 3"x.131 and were at 6" on center as per shear wall schedule SV. As per approved plans. conforms Capie:3 to: — �) ` �� X client X Engineer Others gamer X Cantrector Technical Responsil}ltY aPbet&n, Project Manager X Architect X Building Dept aduoart of thin taQnrt This report applies ordy to the items tasted or reported and is the Axcluslve property of oft RosenBu & AWOclates, Inc. Re:pr except in full, without written permission from our flan is strictly prohibited - page i of 1 6747 M.L. King VVay S., Seatttc. Washington 9811t3 V Phone (206) 725-4600 Ot 1-888-OTM-4•US - Fax (2ffi) -f Form No.' AOMIN-63-02 (Rev 11108) 04/27/2009 09:47 2067232221 OTTO ROSENAU PAGE 06/07 OTTO ROSENAkLt ASSOCIATESS .•A..Fe,.>a�,;n.t Ena'rneeringl, Construction Inspection & Matetrrais Testing Job Number: 0"755 CONCRETE REPORT Report Number: RC89599 permit Number: 20060055 Client CRE Properties proiect: ORE Properties Address: 21030 70th Avenue W, Edmonds Address. 21020 70th Avenue W. Ed►ttonds Date: 10124/2008 inspector(S): Dwayne Helgeson ells and retaining vraus at grids A DescriptionJ1-ecation: Resteel Verified: Yes On site to inspect the placement Of Resteei and concrete for foundation stem w to Dl1 to 4 lines. 1ot2ctz008 by Dwayne ►i*esw Grade: 60 Mfg: Nucor placement •Date Supplier: Mix Number. Slump Spec: VVIC Ratio Spec- Air Spec Total Yards: Placed Via: Consolidated: Concrete NorIVest 4t1' We 40 Pump Yes Cement (ibsftYPe): Fine Agg- (lbs): Coarse Agg. (lbs/size): Loam Agg. (lbslsize): Coarse Agg. (Iba/size): Fly Ash (iris): Water {Iris or gal)' Admixtures (specify): p�:. � . i Gcii 1Afe1g1tta1tlit�fc Yard. 517# Type:IM 15w# 18W# 718" 2260 Stag (lbs): Required Strength: 25110 psi. Time Cubic'.:' 191f�'t ::: Slump. .�l;;r:�� Cottc.T4krn►p arvliririent:. �ick `YI'tket -SarrtphhSand Tess OQ �ffi C:9ti6d .. 1r►mp No: A37AA'G 172, C 1 Msda Yards: Added: G:t G:;ea1. 58°F C150 4803 Cast Samples: 1-4 10:00 am 10.50 9 gal- 5° n1a 68°F Slump Range: 3-5" Air % Range: Weather: Overcast A:7M G3i-10.1.2 Date Samples Picked Up: 10121 initial Curing Method: E e en,ASTM C31.12.1.5 initial Curing Temp: Ciimrite►ita REINFORCING I PLACEMENT: Conforrns LW-' Does ldat Con90 rm ['; COMPRESSIVE 'resT RESULTS Specimen Test Field Age Size (in.) Area (Sq.in_) Number Oates Cure (Days) --.— 1 --.--- 10/27108 ----- 7 4x8 12,55 28 4 x 8 12.57 3 11/17108 28 4 x 8 12.57 4 11111108 28 4 x 8 12.57 = mscarceo Tested in general accordance to: ASTMC39 fla AST1dIC617 [; copies to: C,f-j client F7 Engineer a [1 Building 000 En ✓ [l owner [j Contractor �6 80"Plant Architect Others Weight max Load Strength F*�+� � ) (psi) (other (Lb.°.)_ — -- — 8.71 54,960 4380 8.74- 7�,360 66� &7 ... 72,660 5780 8.72 70,970 ` ASTMC1231 Technical Respoasibiiity: Hansen, Project Manager This report appHe% only to ttre item tasted or reported and is the exdtmixe propertt/ of Otto Rasenau & Aasaciates, lnC. Reproduction of this rt tin tun. without wntten nt permission from our rrnn is 5Qio8Y Prnhib�ed. repoaxG 8rt MI.L King Wet S•, Seattle. Washington 981 IS - phone (206) 725-4800 or 1-85&0iT-Mtl Os - Fax (2W 723-2221 Page 1 of 1 Form No.: ADMIN-62-04 (Rev 09/08) 04/27/2009 09:47 2067232221 OTTO ROSENAU PAGE 07/07 OTTO ROSENA %ASSOCIATES i uon S� Materials Tesl3ng GeatechnIcal f_n91in"Altg, Constru�M CONCRETE REPORT Job Number_ 08-0755 Report Number. RC97t354 PermB Number 20080�5 Client: CRE Pfnpettias Project: CRE Properties Address: 21030 70th Avenue W. Edmonds Address: 21020 nth Avenue W, Edmonds Date: 10/13/2008 Inspector. Anthony Aliena ork ns e found the w p ded De spiptlon/Locatlan: Inspected reinforcing steel and placement of concrete for the ur4ng footings and to be as per detail 7.10184.1 end detail1/S4-2 of aPPff0v Ptans Resteel Verified: Yes I3IMS by ArTtloM Allen Grade: 60 fft: Nucor ._Degigrl .� • :. 'AGttiat- �-].°.-..:ECf►:±�{gt�'EiiCYart1. Piaeemerlt Date 517# Types Supplier: NotWest Concrete Cement (Ibsltype): IM Fine Agg. Obs): 15409 Mix Number: 015r ,15� 71W Slag (Ibs): Slump Spec' 4t10 Coarse Agg. pbslsize): WIC Radio Spec: •65 Coarse Agg. Pbstsiie): n/a Coarse Agg. (tbs16Lm): Air Spec_ Ash (Ibs): Total Yards: 50 Fry 2860 placed Vie: Pump Water OW or gag: Consolidated: Yes Admixtures (specify): 25f10 Required Strength (psi): : • . Tina Ctee4fic t�f2ttec: 5ltuttp Air 96 Cott�.'emp , jai 'riCtttc i'kc[t±t : C 9. : • Tamp 5aRt1{�l4t+g grid Testing t7ata v Nt>` ASTM C 112, C 31 Made 1(at1l8' :; ddi9d C 43 C►,`. � a*F 142 572995 Cast 3:30 pm 10.60 15 gal. 5" NIA t�f Samples: 1� - Slump Range 3 to 5" Air % Range: Weather. Overcast Mittel Curing Method: to �,an+o Asr�s �`�2/ s initial Curing Temp: ng A5TM Ca -10. 1.2 10/1412008 Date Samples Picked Up: :........::...... :.. . REINFORCING I PLACEMENT: Conforms [i goes Not Conform IJ CoMpp,ESSIVE TEST RESULTS SiaB Area Weight Max load Strength Omer than cone) acture TYPe Specimen Test Field Age Number Date Cure (Days) (in.) (Sq.tn•) (Lbs�) () (Pal) - --4400 - - — 7 4 x 8 126 i 8.81 69,200 a012afls - - raloo - 28 4 x 8 12.57 8.8 7S. • -- - - • - .. 2 11110105 - _ 4 x 8 12.57 8.8 73.770_ -- -.—.- - . 3 11118l08 _ 5881) — _ -- •-- ... 28 4 x 8 12.57 8.84 71, - • = O1 r°� ASTMC39 E/7 ASTMC817 l AT=1231 Tested in general wcordance to: Copies to: Contractor [� AMWIteCt �i/] Building Dept Tecirnlcal ResQot +1lY= .._. j�/, engineer 13atoh Plant project Manager This report appiles only to the tams tested or reported and is the exr UOm Property Of OttO ROsenW A550ciMes, tnc. Reproduction of this report except in f A without written perm) from our nor is stay proh2a6d• 6747 M.L. King Way S., Seattle, Wash"ton gal 18 — Phone (2a6) 725-4MO or 1-688-07TO."S " Fox (206) 723.2221 Page 1 of 1 Form No.: ADMIN-62-04 (Rev 09K16) OTTO ROSENAU F,AASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing LATERAL FRAMING INSPECTION REPORT DEC 2 9 2008 Report Number: 101871 BUILDING DEPARTMENT Project: CRE Properties Permit Number. 20080065 CITY OF EDMONDS Address: 210-20 7e Ave W, Edmonds Job Number: 08.-0755 rra.,r- r_RF PrnnarFias Client Address: 21030 70t' Ave W. Edmonds Inspections Performed Anchor Bolt X Light Gauge Framing Light Gauge Welding Blocking Installation of Holdown System X Light Gauge Yield: 30ksi ❑ 50ksi ❑ Bottom Plate Nailing Nail / Screw Size and Spacing Welders Name: Diaphragm Nailing Clips ❑ Straps ❑ WABO Number: Sheathing Nailing Other (specify): WABO Card Exp.: Inspector and Date Remarks Brian Robertson Inspected epoxy grouting of 1" holdown with an embedment depth of 10" at grid line C/3 as follows: S101181 12/12/2008 • Powers Fasteners® AC100 GoldTm epoxy with an expiration date of 7/2009 (ICC-ES ESR #1686) was used. • Hole was clean, neat, dry; and drilled to a proper depth and diameter. Work inspected at this time conforms to the approved drawings and the 2003 International Building Code. Performed visual inspection of the installation of %" diameter x 10" long LT Powers® Power -Stud TM (ICC-ES ER #5225) wedge anchors at the plate splices of the perimeter walls for the warehouse as per RFI #8 (dated 12/9/08) as follows: • Wedge anchors were tightened to 90 ft. lbs. with a calibrated torque wrench, as required, and the use of proper washers was observed. • Holes were clean, neat; and to proper depth and diameter. Work inspected at this time conforms to the approved drawings and the 2003 International Building Code. Copies to: X Client X Contractor / // /•/G2�/s--- X Architect X Building Dept. Technical Responsibility: /,/ X Engineer after C. ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTf0-4-US — Fax (206) 723-2221 Form No.: ADM/N--84-01 (Rev 10108) RECEIVED OTTO ROSENAU SSOC ATE S, INC. FEB 0 3 Geotechnical Engineering, Construction Inspection & Materials Testing DEVELOPMENT SERVICES CONSTRUCTION INSPECTION REPORT Report Number: 101072 Project: CRE Properties Permit Number: 200080065 Address: 21020 70°i Avenue west, Edmonds Job Number: 08-0755 Client: CRE Properties Client Address: 21020 70t' Avenue west. Edmonds Inspections Performed Proprietary Anchors: Steel Decking Other (specify): Seismic Tie Installation Lateral Wood X • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection Inspector and Date Remarks Gordy Moe As requested by Cadre Construction Management, I inspected the following: 12/09/2008 • Framing • Sole plate nailing • Installation of LTPH clips • Floor to floor seismic straps • Shear and Boundary nailing for exterior shear walls, inclusive • Drag strut and diaphragm blocking as required • Attached sheathing and installation of CMST14 seismic straps at roof, inclusive • Verified completed installation of LSTA 15 straps at trusses as per detail 4/S5.3 Work and materials were found to be in conformance with the approved City of Edmonds plans. Copies to: X Client X Engineer Others Owner X Contractor Technical Responsibility: X Architect X Building Dept. Valfer C. Harheklroject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-63-02 (Rev 11108) OTTO Geotechnical ROSENAU ASSOCIATES, INC. Engineering, Construction Inspection & Materials Testing LATERAL FRAMING INSPECTION REPORT DEC Report Number. 101845 sUPL01NG c Clry D�°Apt GF �Q�41 p N r Project: CRE Properties Permit Number: 20080065 Address: - 210-20 70t' Ave W, Edmonds Job Number. 08-0755 Client: CRE Properties crpnt Arldrecc• 91n3n 7n"' Ava VV Frlmnnrlc Vnrn osinia Inspections Performed Anchor Bolt Light Gauge Framing Light Gauge Welding Blocking Installation of Holdown System Light Gauge Yield: 30ksi ❑ 50ksi ❑ Bottom Plate Nailing Nail / Screw Size and Spacing x Welder's Name: Eagm Nailing Clips ❑ Straps ❑ WABO Number: ing Nailing x Other (specify): WABO Card Exp.: Inspector and Date Remarks Brian Robertson On site to perform visual inspection of the sheathing for 2" floor shearwall at 1/A-C. The shearwall is 11/21/2008 a SW6 with 15/32" plywood fastened to 2X studs using 0.131 x 2 %" nails edge nailed at 6" on center. The field is nailed at 12" on center. Work conforms to the approved drawings and the International Building Code. Conforms Copies to: X Client X Contractor X Architect X Building Dept Technical Responsibility:///// le X Engineer Iter C. en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTOA-US - Fax (206) 723-2221 Form No.: ADM/N-84-01 (Rev 10108) ENAU PASSOCIATES,INC. OTTO ROS Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT RECEIVED DEC 1 1 2000 Report Number: 101117 NT BUILDING DEPARTME Description: Lateral Wood CITY OF EPAHTME Project: CRE Properties Permit Number: 20080065 Address: 21020 70'h Ave W, Edmonds Job Number: 08-0755 Client: CRE Properties Client Address: 21030 70'h Ave W, Edmonds Inspector and Date Remarks Mike Gallanger On site for lateral wood inspection. 11/18/2008 Visual inspection at south wall type 6 shear wall on grid line 1/A-C. Nails were 3"x.131 and were at 6" on center as per shear wall schedule S3.1. As per approved plans. Conforms Copies to X Client X Engineer Others /. Owner X Contractor Technical Responsibility: X Architect X Building Dept. latter sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADM/N-63-02 (Rev 11108) OTTO ROSENA' # ASSOCIATES, Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 08-0755 Report Number: RC89599 Permit Number: 20080065 Project: CRE Properties Client: CRE Properties Address: 21020 70th Avenue W, Edmonds Address: 21030 70th Avenue W, Edmonds Inspector(s): Dwayne Helgeson Date: 10/20/2008 Description/Location: On site to inspect the placement of Resteel and concrete for foundation stem walls and retaining walls at grids A to D/1 to 4 lines. Resteel Verified: Yes 10/20/2008 by Dwayne Helgeson Grade: 60 Mfg: Nucor Placement Data Supplier: Concrete Nor'West Mix Number: Slump Spec: 4±1" W/C Ratio Spec: Air Spec: n/a Total Yards: 40 Placed Via: Pump Consolidated: Yes Required Strength: 2500 psi Sampling and Testing, Data ASTM C 172, C 31 Cast Samples: 1-4 Desioit ] Cement (Ibs/type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Actual..[],. Batch Weights/Cubic Yard 517# Type: 1111 1560# 1800# 7/8" Slag (Ibs): 226# Time' Cubic Water Slump Air:% Conc.Temp Ambient Truck Ticket Made: Yards . Added C.143 . C 234 C 1064 Temp No. No. 10:00 am 10.50 9 gal. 5" n/a 69°F 58°F C150 4803 Weather: Overcast Slump Range: 3-5" Air % Range: Date Samples Picked Up: 10/21/2008 Initial Curing Method: Excluding ASTMc31-12.1.5 Initial Curing Temp: Excluding ASTMc31-1o.1.2 Comments Specimen Number Test Date Field Age Cure (Days) REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS Size Area Weight Max Load (in.) (Sq.ln.) (Lbs.) (Lbs.) Conforms Fv� Strength (psi) Does Not Conform ❑ Fracture Type (other than cone) 1 - --- 10/27/08 7 4 x 8 12.55 8.71 54,950 4380 _— 2 11/17/08 _ 28 4 x 8 12.57 8.74 73,380 _ 5840 3 —_.4 -- - --- 11/17/08 28 4 x 8 12.57 8.7 72,660 5780 _---- 11/17/08 28 4 x 8 12.57 8.72 70,970 5650 --- - — ------ = Discarded Tested in general accordance to: ASTMC39 0 ASTMC617 ❑ ASTMC1231 W Copies to: M Client Engineer Building Dept i ❑ Owner Contractor ❑d Batch Plant Technical Responsibility: _ ❑d Architect ❑ Others VNAfter Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 Jo SEGF-WE® DEC 0 12008 BUILDING CITY OrD N i EDMONDS 08-0470 dress: 7803 & 7805 21 te: 10/29/2008 pe of Monitoring: I.D. 3771 OTTO ROSENAU & ASSOCIATES, INC. IN -PLACE DENSITY REPORT OF SOILS (ASTM D 2922) Re ort No 65578 Permit No.: BLD2007 0263 & -026 rho +<<t k + to + P F 77 Client: Pacific Northwest Property Management s Address: PO Box 1044, Edmonds, WA 98020-1044 Ins ector: Steven Dalos P.4�#'lFli.nN 6xFd3' r'Su: i•:liiCa:�b�is83.�J i'.: YLL �.�dY....fll'..%v.Iu..:�.7 "jjjj��i'S:4.t.'LS.'Ji:.'�ik45Je'4 �1.SEV....... Lab Maximum Dry Densities Testing Equipment: Full Time Periodic Corrected Uncorrected � CPN El None Dry Optimum ASTM Dry Optimum Oversize ID: C Soil Description Density Moisture Method Density Moisture % Rock Wet/DS: 12354 124.5 10.0% D1557-C 119.0 11.5% 17.0 Xi: 99.00% vith gravel H2O/MS: 9444 aprrpr,t Me nd-Cr%n Required: 95% Z ; { Xi: 97.00% gonitored Placement & Compaction: Test Location / Station 1 17' ductile iron water line - north 2 17' ductile iron water line - south !es Li No J Test Source Method Rod Dep DT it 12" .1 +/- From Finish Grade 0 Depth of Fill 2.5' Soil ID 3771 Wet Density 129.6 130.6 Moisture /° 9.8 10.2 Dry Density 118.0 118.5 Max. Dry Density 124.5 124.5 % Comp. 95% 95% Conforms Yes Yes Compaction Methods & Equipment: Comments: 17' ductile iron water line - 8" feed - 6" to main. 2.5 feet of fill. CB = catch basin. BS = Backscatter DT = Direct Transmission REPORT DISTRIBUTION: ❑ Contractor 0 Client ❑ Engineer Building Dept. ❑ Owner 0 Architect ❑ Other Form No.: ADMIN 101-02 (Rev 04107) Technical Responsibility: ter C. ansen, Project Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau &Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 2 of 2 6 747 M.L. King Way S., Seattle, WA 98118 - Phone (206) 725-4600 - Fax (206) 723-2221 OTTO ROSENA. ASSOCIATES, Geotechnical Engineering, Construction Inspection Si Materials Testing CONCRETE REPORT RECEIVIjo Job Number. 08-0755 Report Number: RC89599 Permit Number: 20080065 DEC O 12008 Project: CRE Properties Client: CRE Properties BUILDING Address: 21020 70th Avenue W, Edmonds Address: 21030 70th Avenue W, EdmondrOlY OF EDA4DEPARTMENT Inspector. Dwayne Helgeson Date: 10/20/2008 0NDS Description/Location: On site to inspect the placement of Resteel and concrete for foundation stem walls and retaining walls at grids A to D/1 to 4 lines. Resteel Verified: Yes 10/20/2008 by Dwayne Helgeson Grade: 60 Mfg: Nucor Placement Data Design W Actual ❑ Batch Weights/Cubic Yard Supplier Concrete Nor West Cement (Ibs/type): 517# Type: UII Mix Number. Fine Agg. (Ibs): 1560# Slump Spec: 4:0 Coarse Agg. (Ibs/size): 1800# 7/8" Slag (Ibs): W/C Ratio Spec: Coarse Agg. (Ibs/size): Air Spec: n/a Coarse Agg. (Ibs/size): Total Yards: 40 Fly Ash (Ibs): Placed Via: Pump Water (Ibs or gal): 226# Consolidated: Yes Admixtures (specify): Required Strength (psi): 2500 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 10:00 am 10.50 9 gal. 5" n/a 69°F 58'F C150 4803 Weather: Overcast Slump Range: 3-5" Air % Range: Date Samples Picked Up: 10/21/2008 Initial Curing Method: Excluding ASTMc31-12-1.s Initial Curing Temp: Excluding ASTMc31-1o.1.2 Comments REINFORCING / PLACEMENT: Conforms W] Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 _ 10/27/08 7 4 x 8 ------ 12.55 8.71 54,950 4380 Discarded Tested --—-----—------------------- Tested in general accordance to: ASTMC39 © ASTMC617 ❑ ASTMC1231 ❑� Copies to: Fv� Client F41 Contractor © Architect 0 Building Dept Technical Responsibility: FV� Engineer FV-1 Batch Plant oterHann, froject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 QTTO ROSE U & ASSOCIATES, INC. • 89599 CONCRETE REPORT Job Number: - O 7 S S Permit Number: �� a Jr" Project: i1. C /�/7v�L�2T�Es Client: u Address: 0��0 Z o 'p �r��✓ W 6-��i7..,U,A57 Address: Inspector/Date: �4J�-�i�l -/Ct'SaJ �0/-? ='A Contractor: DESC IPTION / LOCATION j %76 Tv /icJS�� cam T N �, ,�C �-f �� m C--�� of 9C,57 4C L f ��2. 'v+W,tlb. s c&�4 [.vA (I s Titf,` 15 Resteel verified: X t s Date/Checked by: /o/Za/U 5 1 Grade: 6 p Manufacturer: 014 Placement Data Batch Weights - Please circle,.-Desi ' n-/ Actual Supplier: (` n L Cement(lbs/type): '-57--!�[- " Mix Number: Fine Agg. (Ibs): Slump Spec: / I 1 Coarse Agg. (Ibs/size): W/C Ratio Spec: Coarse Agg. (Ibs/size): Air Spec: l Slag Cement (Ibs): Total Yards: 90 Fly Ash (Ibs): Placed via: Pt- ,,n Water ( or gal): Consolidated: ( es / no ) v�hP Admixtures (specify): Required Strength (psi): ) 9-6 O Sampling and Testing Data (ASTM C172, C31) Total # of Samples Cast: L./ Total # of Field Cures: Curing Method/Location: (� b Cast Samples Special Break Days Size Time Made Cubic Yards Water Added to Load C 143 Slump C 231 Air % Test C1064 Conc. Temp Ambient Temp Truck 'No. Ticket No. l ". yKh' I0:60 /0, i � �J S � Ciao 98o-R Weather. r�G-�- Slump Range: J? _ Air % Range:�/,,,- Comments Other ASTM Methods Used: Conforms Does Not Conform Inspected by: —� T'% �/,/////,,E Reviewed by: (Signature) Start Time:y / Finish Time: v This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. J Page of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: INSP-62-04(Rev 09/06) OTTO ROSE;U & ASSOCIATES, INC. 14 97654 CONCRETE REPORT Job Number: Permit Number: A Project: Client: Address: Z\h-,�1� Address: Inspector/Date: Contractor: DESCRIPTION / LOCATION c_(e ti- C, f iJ.vnr.Q ti t J � iA v, r - CAe-6 , Resteel verified: / Date/Checked by: �� \�P v\ Grade: Ma, n�ufacturer: Placement Data Batch Weights - Please circle Desi n.4 Actual Supplier: 'tilr�c 5• Cntnc-C�� Cement (Ibs/type): "�1 .2 . st.�• Mix Number: \ Fine Agg. (Ibs): Slum Spec: .� � t `� Coarse Agg. (Ibs/size): `�/ i,?v Y'1 Q W/C Ratio Spec: . �-- Coarse Agg. (Ibs/size): _ it Spec: Slag Cement (lbs): otal Yards: Lj Fly Ash (Ibs): — -_ Placed via: . r.. Mom. Water (Ibs or gal): JZ Q C, \ = Z cp Consolidated: y, ('yam/ no Admixtures (specify):,�,3UNQ_ Required Strength (psi): -, Sampling and Testing Data (ASTM C172, C31) Total # of Samples Cast: Total # of Field Cures: /,\ I Curing Method/Location: Cast, Samples Special Break Days Size Time Made Cubic Yards Water Added to Load C:143 Slump C 231 Air % Test C1064 Conc. Temp Ambient . Temp Truck No. Ticket No. V"A Weather: Slump Range: Air % Range: 1 Comments Other ASTM Methods Used: Conforms V Does Not Conform Inspected by: Reviewed by: (Signature) Start Time: Finish Time: 45 . 7j leis report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Assaiates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page of �{ 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US -'Fax (206) 723-2221 Form No.: INSP-62-04(Rev 09106) OTTO ROSENA ASSOCIATES,. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 08-0755 Report Number: RC97854 Permit Number. 20080065 Project: CRE Properties Address: 21020 70th Avenue W, Edmonds Inspector. Anthony Allen Client: CRE Properties Address: 21030 70th Avenue W, Edmonds Date: 10/13/2008 Description/Location: Inspected reinforcing steel and placement of concrete for the surrounding footings and found the work inspected to be as per detail 7.10/S4.1 and detail 1/S4.2 of apprroved plans. Resteel Verified: Yes 10/13/2008 by Anthony Allen Grade: 60 Mfg: Nucor Placement Data Supplier. Nor'West Concrete Mix Number: 01550 Slump Spec: 4±1" W/C Ratio Spec: .55 Air Spec: n/a Total Yards: 50 Placed Via: Pump Consolidated: Yes Required Strength (psi): 2500 Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 3:30 pm Design 0 Cement (Ibs/type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Actual ❑ Batch Weights/Cubic Yard 517# Type: I/II 1540# 1800# 7/8" Cubic Water Slump Air % Yards Added C 143 C 231 10.50 15 5" N/A Conc.Temp Ambient C 1064 Temp 65°F 58°F Slag (Ibs): Truck Ticket No. No. 142 572995 Weather: Overcast Slump Range: 3 to 5" Air % Range: Date Samples Picked Up: 10/14/2008 Initial Curing Method: Excluding ASTM c31-12.1.5 Initial Curing Temp: excaudng ASTM c31-1o.1.2 Comments REINFORCING / PLACEMENT: Conforms W Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Date Field Age Cure (Days) Size (in.) Area (Sq.ln.) Weight (Lbs.) Max Load (Lbs.) Strength Fracture Type (psi) (other than cone) 1 ---2 --- 10/20/08 11/10/08 -- 7 ---28 4 x 8 4 x 8 12.56 12.57 --- 8.81 - 8.8--76,680----6100 55,200 4400 ---------- ------ -- 3 --- 11/10/08 -- — 28 4 x 8 12.57 73,770 --- 5870 — — - - -- 4 -- - - 11/10/08 -- ------ 28 -�--- 4 x 8 --12.57 _8.8 -----8.84 71,450--- 5680 — -- — = Discarded Tested in general accordance to: ASTMC39 ❑v ASTMC617 ❑ ASTMC1231 f.-/] Copies to: n Client d❑ Contractor n Architect W Building Dept Technical Responsibility: Engineer ❑d Batch Plant Ite ans , Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 ,y OV E nM��o CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 12/8/2008 Permit #: BLD20080891 BUILDING Expiration Date: 6/8/2009 Project Aiddms's 21020 70TH AVE W, EDMONDS Parcel No: 00566900600102 CRE PROPERTIES LLC SAGER MECHANICAL 17409 BEACH DRIVE NE 8425 219TH ST SW #102 DON WYCOFF LAKE FORREST PARK, WA 98155 WOODINViLLE, WA 98072 425-402-1930 PLUMBING FOR NEW OFFICF/WAREHOUSE BURDING VALUATION: $0 SAGER MECHANICAL 8425 219TH ST SW # 102 DON WYCOFF WOODINVILLE, WA 98072 425-402-1930 LICENSE #: SAGERM1088NK EXP.8/1012009 711!MTI��5TUU4 PERMIT TYPE, Commercial PERMIT GROUP: 47 - Plumbin r n GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: N OCCUPANT GROUP: OCCUPANT LOAD: FENCE: N ( 0 X 0 FT.) CODE: OTHER: N------- OTHER DESC: ZONE: NUMBER OF STORIES: 0 IVESTED DATE: NUMBER OF DWELLING UNITS: 0 BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 tRONTSEMACK SIDESEMACKi SQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED: [EIGHT ALLOWED:0 PROPOSED:O REQUIRED: PROPOSED: FT BACK NOTES: I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCT ION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON' WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. [IS APPLICATION ISN_OT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISSLUhR )DEPUTY AND ALL FEES ARFJPAIIY. Print Name ATTENTION TT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCRJRE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI I O/ IRCI 10. ARCIIIVE APPLICANT ASSESSOR O i • STATUS: IS 1 • Seperate Pernit Required For: Gras piping and, gas powered equipment. • Final approval on a project, orfinal 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"bespecifically'requested in writing and be called out and identified. Processing fees for such request shall be established; y 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. • Pursuant to UPC 608 a pressure regulator valve (PRV) shall be installed near the water shutoff: • Sound/Noise originating from#empora y construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the`hours"of 790amn to 6-00pnion weekdays and 10:00arn and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other,t,imes the noise originating from construction sites/activites must comply with the noise lints of Chapter 5.30, unless a variance has been granted pursuant to ECC°5.30.120. • Applicant, on behalf ofhis or her spouse,heirs, assigns, and successors in interests, agrees to indermify defend and hold harmless the City of Edmonds, Washington; its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly fromthe issuance fo this permit. Issuance of this pernit shall not be deemed to modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance provision. INSPECTIONS 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) PUBLIC WORKS 425 771-0235 1 PRETREATMENT 425 672-5755 1 RECYCLING 425 275-4801 When calling for an inspection please leave the following information:, Permit Number, Job Site Address, Type of Inspection being regutsted, Contact Name and Phone Number Date Prefcree 'andwhether ou prefer morning or afternoon. • B-Plumb Ground Work • B-Plumb Rough In • B-Plumbing Final • • STATUS: ISSUED 1/30/2009 Expiration Date: 7/30/2009 Parcel No: 00566900600102 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 Pernut # BLD20081 I'ro)e`et'Aaaress 21020`70THAVE -W, EDIVION PROPERT)'ONN'NER APPLICANT f O. CRE PROPERTIES LLC MITCHCELL MECHANICAL MITCHCELL MECHANICAL 17409 BEACH DRIVE NE 5531A AIRPORT WY S 5531A AIRPORT WY S ROB SIMPSON LAKE FORREST PARK, WA 98155 SEATTLE, WA 98108 SEATTLE, WA 98108 206-658-8189 206-658-8189 LICENSE #: MITCHM1943CL EXP:3/13/2010 i DESCRIPTION HVAC for Office area only. Separate mechanical permit required for Warehouse. VALUATION: $0 DI, � . yiv S 6 PERMIT TYPE: Commercial PERMIT GROUP: 40 -Mechanical/Solar GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: MECH RETAINING WALL ROCKERY: N OCCUPANT GROUP: OCCUPANT LOAD: FENCE: N ( 0 X 0 FT.) CODE: 2006 OTHER: N------- OTHER DESC: "ZONE: CG 2 NUMBER OF STORIES: 0 VESTED DATE: NUMBER OF DWELLING UNITS: 0 LOT #: BASEMENT: 0 IST FLOOR:0 2ND FLOOR: 0 BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR:0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 FRONTSEYBACK SIDESEMACK REARsErBACK REQUIRED: N 0 PROPOSED: N/C REQUIRED: S 0 PROPOSED: N/C REQUIRED: W 0 PROPOSED: N/C HEIGHT ALLOWED:75 PROPOSED:26 REQUIRED: E 0 PROPOSED: N/C SETBACK NOTES: I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATINGCONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THISAPPLICATION ISNOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEESARF PAID. jUtA— -0!:,/ am &&LXI Signature Font Name Date Released B "14'%-1 Pfite ATTENTION ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10. i ARCHIVE APPLICAN ASSESSOR OTHER ` two-, STATUS: ISSUED BLD20081012 CONDITIONS • The engineer for the separate warehouse mechanical permit shall verify the location of the return air is suitable. • 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. • Provide combustion air per IMC Chapter 7 for commercial and multi -family residential installations, and IRC Chapter 17 for one and two-family dwellings. • 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, a)Cluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites 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 fo this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance provision. • Installation, use and maintenance of equipment and components shall be per manufacturer's specifications, installation instructions, and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector. INSPECTIONS 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 ENGMEMING (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215 PUBLIC WORKS 425 771-0235 1 PR&TREATMFNC 425 672-5755 1 RECYCLING 425 275480t When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Prefereed, and "ether you prefer morning or afternoon. • B-Gas Test/Pipe • B-Equipment-Mech • B-Mechanical Final CJ of EL)4f STATUS: ISSUED 1/21/2009 Expiration Date: 7/21/2009 Parcel No: 00566900600102 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 _Pm ct°Address 21020 70TH' V' CRE PROPERTIES LLC LOW VOLTAGE SYSTEMS, INC LOW VOLTAGE SYSTEMS, INC 17409 BEACH DRIVE NE PO BOX 14215 PO BOX 14215 MITCHELL ANDREW MITCHELL ANDREW LAKE FORREST PARK, WA 98155 MILL CREEK, WA 98082 MILL CREEK, WA 98082 425-948-4098 425-948-4098 LICENSE #: LOW VOVS955DB EXP:3/2/2009 FIRE ALARM VALUATION: $0 PERMIT TYPE: Commercial PERMIT GROUP: 79 - Fire A ., GRADING:N CYDS:0 T YP E OF CONST RUCT ION: RETAINING WALL ROCKERY: N OCCUPANT GROUP: OCCUPANT LOAD: FENCE: N ( 0 X 0 FT.) CODE: OTHER: N------- OTHER DESC: ZONE: NUMBER OF STORIES: 0 VESTED DATE: NUMBER OF DWELLING UNITS: 0 BASEMENT:0 1ST FLOOR:0 2ND FLOOR 0 BASEMENT :O 1ST FLOOR 0 2ND FLOOR 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 RE-kRSETBACK tEQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED: {EIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: ;ET BACK NOTES: 1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT ArPERMIT UNTIL SIGNED BY THE BUI,LDINGOFFICIAL OR HIS✓HER DEPIJ,TY AND ALL FEES ARE PAID. Name Date Released By 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. UBC109/ IBCI 10/ IRCI 10. ARCHIVE APPLICANT ASSESSOR OTHER I STATUS: ISSUED BLD20090026 CONDITIONS • 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 fromtemporary construction sites as a result of construction activity are exempt fromthe noise limits ofECCChapter 5.30 only during the hours of7:00amto 6:00pmon weekdays and 10:00amand 6:00pmon Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites must comply with the noise Whits 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 fo this permit. Issuance of this pemnit shall not be deemed to modify, waive or reduce any requirements of any City ordinance not Wnit 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 EVGM IZING (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215 PUBLIC WORKS (425)771-0235 1 PR&TREATMENT (425)672-5755 1 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. • F-Five Alarm System Acceptance • F-Fire Final nF FDM CITY OF EDM.ON.D,'-Zj 121 5TH AVENUE NORTH - EDMONDS,WA 98020 l 89'J PHONF: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 4/10/2009 Permit#: BLD20090155 BUILDING PERMIT Expiration Date: 10/10/2009 Pra�ectAddress� 2Y020 �QTH.A`VE_": W, :EDMONDS Parcel No: 00566900600102 PROPERINOWNER APPLICANT O. TCSPAN AMERICA - CRE PROPERTIES CRE PROPERTIES LLC AUTOGRAPHICS 21020 70TH AVE W 21020 70TH AVE W 20905 70TH AVE W EDMONDS, WA 98026 EDMONDS, WA 98026 EDMONDS, WA 98026- 425-774-3881 425-774-3881 ( ) - Ext. JOB LICENSE #: RAPENE1967DN EXP.S/22/2010 MONUMENT SIGN DESCRIPTION VALUATION: $0 {� PERMIT TYPE: Commercial PERMI"I' G j i�"""w GRADING N CYDS 0 TYPE OF CONSTRUCTION SIGN RF?TAINING WALL ROCKFRY N OCCUPANT GROUP: OCCUPANT LOAD: FENCE.. N ( 0 X 0 FT-) CODE 2006 OTHER. N------- OTHER IER DESC: ZONE: CG 2 NUMBER OF STORIES: 0 VFSTED DATE. NUMBER OF DWELLING UNITS: 0 LOT #: BASEMENT: 0 IF FLOOR: 0 2ND FLOOR: 0 BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR 0 3RD FLOOR: 0 GARAGE 0 DECK: 0 OTHER 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER. 0 FRONTSETRACK p :EQUIRED: 4 PROPOSED.? REQUIRED: 0 PROPOSED: REQUIRED: 0 PROPOSED: IEIGHT ALLOWED:25 PROPOSED:3.3 REQUIRED: 0 PROPOSED: ET BACK NOTES: 1 AGREF, TO COMPLY WITH CITY AND STATE LAWS REGULAT ING CONSTRUCT ION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSAT ION INSURANCE AND RCW 18:27. THISAPPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILD ING OFFICI Ar-OR FIIS6Hl7R DEPUTY AND ALL FEESARLIPAID. Signature / Print Name Date By ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR S'IRUClURI? UNTIL A FINAL INSPECHON HAS BEEN MADE AND APPROVAL OR A CER'HFICA-11-' OF OCCUPANCY HAS BEEN GRAN "IED.l1BC109/ IBC'110/ IRCI 10. ARCHIVE APPLICANT ASSESSOR OTHER �� • 0 STATUS: ISSUED BLD20090155 L CONDITIONS • Sign must not be located to impairsight distance ofepting vehicles. • 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 item not to code specification. • Sound/Noise originating fromtemm>porary construction sites as a result of construction activity are exempt fromthe noise limits of ECC Chapter 5.30 only during the hours of 7:00amto 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 Whits 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 hamiless the City of Edmonds, Washington, its officials, employees, and agents from any and all claim for damages of whatever nature, arising directly or indirectly from the issuance fo this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance provision. • Call for locates of underground utilities prior to any excavation. • Maintain erosion & sedimentation control per city standards. • Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the permitted project. 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) BUMDING (425) 771-0220 EXT. 1333 1 ENGr;EEMG (425) 771-0220 EXT. 1326 1 F1RE(425) 771-0215 J PUBLIC WORKS 425 771-0235 PR&TREATMENT 425 672-5755 RECYCLING 425 275-4801 When calling for an inspection please lease the following information: Permit Number, Job Site Address, Type of Inspection being requested Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. • F Fngineering Final B-Footings • B-Framing B-Building Final • P-Planning Final CITY OF EDMONDS MIKE COOPER MAYOR 121 Slh AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425),771-0221 Weheife: wnw.G.etlmontle.we.us DEVELOPMENT SERVICES DEPARTMENT Inc, 1591� July 5, 2011 - - North County Bank Attn: Lynnette Chen -Wagner, VP PO Box 13918 Mill Creek, WA 98082 CRE Properties Terry Conway 21020 70th Ave W Edmonds, WA 98026 Re: Performance Frozen Fund Account _ CRE Properties @ 21020 701h Ave W, Edmonds WA Dear Sir or Madam: The City of Edmonds hereby authorizes the release of the above referenced Performance Frozen Fund. City approval has been sent to the financial institution, authorizing release. All interested City departments have approved the release of the Performance Frozen Fund. Sincerely, Manen W� Senior Permit Coordinator -Cc: Applicant File L/T mp/DST'slMan Lr ersRelosePaformaoce0LD1 • Incorporated August 11, 1890 Sister City - Hekinan, Japan 2008-06-19 12:11 JUN-11-2008 10:01A FROM:TC AMERICA C425)774-2718 City of Edmonds 1215 Avenue North . Edmonds • WA 98020 >> 425 357 6941 P 1/3 �0:91425317B791 P.2 Date Posted Date Expires Account Number • (42S) 77I-0220 Fax (42S) 771-0221 Webstte: wwwA.edmonds.wa uo D.EVELOPUMNT SERVICES DEPARTMENT Planning - Building - Engineering PERFORMANCE FROZEN FUND Edmonds Building Permit No. 2.00-0c Project Address 2-1 o D 'l cO ' Owner/Develouer C4. � ".- 'Y'e With reference to the above identified project, this will certify that this Banlcittg Institution has a frozen food aoaount/savings account (or loan) for the above -referenced developer/owner for the project so identified. In consideration of the permitted -development of -the -property this -institution hereby agrees that it will freeze the sums of money for the indicated site improvements pending written authorization for release of said fimds by the City of Edmonds in the amount of The total sum indicated will be withheld by this Banking Institution from any disbursements of any kind until written authorization has been received by the institution from the City of Edmonds to release the sum of money indicated by the written authorization from the City. The design, location, materials and other specifications for the indicated site improvements are those required by the City of Edmonds and appear in the above -referenced Edmonds building permit file and are in compliance with the Edmonds Community Development Code of said City. IA the event the ownerNgnlMer fails to complete the indicated improvements within 44 wteksimonthsAnot to exceed 24 months) the City of Edmonds may detnmW, and the institution shall , yment to the City of said funds so that the improvements cam be installed or completed immediately to City standards. The institution shall not be liable to the owner for any disbursement of said funds to the City of Edmonds. It is hereby specifically agreed by and between the parties hereto that in the event that any legal action must be taken to enforce the pros isions of this agreement or to collect said frozen fund, that the prevailing party shall be entitled to collect its cost and reasonable attorneys' fees as a part of the reasonable costs of securing the obligation hereunder. In the event of settlement or resolution of these issues, prior to the filing of any suit, the actual costs incurred by the City, including reasonable attorneys' fees, shall be considered a part of the obligation hereunder secured. Said costs and reasonable legal fees shall be recoverable by the prevailing party, not only from the proceeds of this frozen fund account, but also over and above said body as a part of any recovery in any judicial proceeding, in addition to recovery of the funds. MTEM IJILDINGI - MISIBONDPerformanc6mzm.DOC 2008-06-19 12:12 . jM-I1-2008 10:01R FROM:TC4r AMMICR >> 425 357 6941 P 2/3 (425)774-2710 �0:914253178791 P.3 City of Edmonds Performanm Frozen Fund Aecotmt Page Two .V11�T,�J41 j.jlyR,adr(' Financial Institution Officar/fide i o, BaX 139/8 remit d8 osL. A) A9Rt82 STATE OF WASHMGfON) COUNTYOF ) edDeveloper/Primipal Print Name Mailing Address 5 BozC 47 S' 07 ON-3bsmi Tclephone Nwnber On this ZOO dayof Zadg ,nab g, before inc, the undersigned, a Notary Public is and for the State of Wasbingmn, duty commissioned and Swrom, personally appealed—Pf,2e&.t�& (�y/�O'll', to m known to be thet9±4_t —b)6vAP0— of that executed the foregoing instrument, and acknowledged the said instrument tube the five and voluntary art and dead of said corporation, for the uses and purposes therein mertdoned, and on oath stated that ;$aww authorized to execute said instrument and that the sea] affixed is the corporate oral of said wrporatim WnNESS my band and official seal hereto affixed the day and year first above written ,IN. CHE%y,"hyrr �s=1ON FkA gC24� NOTARY PUBUI in and for the •s0', l,py •flm'•m % 9 i State ofwashiogton, residing at c++• 2D08-06-19 12:12 ,IUN-11-20W 10:02A FROM:TCdr AMMICA C425)774-271B City of Edmonds Performance Frozen Fund Account Page Ttuve >> 425 357 6941 P 3/3 *0: 914253178791 PA DEWLOPER/OWNER ACKNOWLEDGEMENT STATE OF WASHINGTON ) 5S. COUNTY OF ) On this 0 . day of ?coS , before me, the under -signed, a Notary Public in and for the State of Washingto 4 duly commissioned and sworn, personally appeared 60^ !=fttome known to be the of CtE�Pf0jP<A'(5 , the general partnership that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that IV,�tnc < C-CIN✓1 L^"!!!Y was authorized to execute said instrument WITNESS my hand and official sea) hereto affixed the day and year first above written. NOTARY PUB in and for the State of Washington residing at L:XTEWABUELDINOIFORMSWNDPerfamocOYozenDOC r�2c.1890 Jon. 16,09 CITY OF EDMONDS 121 sm AVEuuE t TH • Eouorms, WA seas. (azs) 771-oe2o - r (425)771.mz1 Webate: wrx.di monds.m.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering North County Bank Attn: Lynette Chen -Wagner, VP PO Box 13918 Mill Creek, WA 98082 CRE Properties Terry Conway 21020 70ih Ave W Edmonds, WA 98026 Re: Performance Frozen Fund Accounl�for CRE Properties ® 21020 70" Ave W / New Warehouse To Whom it May Concern: GARY HAAKENSON MAYOR The City of Edmonds hereby authorizes the partial release of $14,450.00 from the above referenced Performance Frozen Fund. All interested City departments have approved the partial release of the Performance Frozen Fund. The remaining $2,550 (15%) shall be held as a maintenance bond. Sincerel � T ere m no Permit Coordi cc: Applicant File llremp/ T'VMasw teVRele Pafmmwn 2Po1 • Incorporated August 11, 1890 • Sister City - Hekinan, Japan