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HomeMy WebLinkAboutPermit D96-0110 - CASCADE CONTAINER COThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. B96 -0110 Cascade Container Company 1232 Andover Park West RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 3,6 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. City of Tukwila Department of Community Development November 9, 1999 Paul Sammon 3131 East Madison, Suite 200 Seattle, WA 98112 RE: Permit Status D96 -0110 1232 Andover Park West Dear Mr. Sammon: John W. Rants, Mayor Steve Lancaster, Director In reviewing our current permit files, it appears that your permit for enlarging existing door and construction of a new truck ramp issued on January 23, 1997 has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, (kat WW1 Brenda Holt Permit Coordinator Xc: Permit File No. D96 -0110 Duane Griffin, Building Official 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 CITY OF TUKWILA TREASURER'S CHECK 6200 SOUTHCENTER BLVD. PH. 206-433.1800 TUKWILA, WA 98188 a , atte c. ot-Lciu u : rdof 0/ I CD Orbank. 1-800-673-3555 Date cf1231gg 19-10/1250 3322 I $ .1o, tcrt. Dollars 111-="1:"'" CITY OF TUKWILA Itte_ keolcuti 6-AA aipt-ai-E ktfu_pa, ESw as d. -716td-vvi-nLi PIP atiek inatiud 4b eazuut ,0/154Aw en; IOLA City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director MEMORANDUM TO: LAURIE ANDERSON, FINANCE FROM: BRENDA HOLT, PERMIT CENTER DATE: SEPTEMBER 21, 1998 SUBJECT: REFUND BOND DEPOSIT Please release the bond deposit posted on December 19, 1997 by Cascade Container in the amount of $10,000.00 for Permit No. D96 -0110. This bond was posted for removal of fencing relating to the exiting issue. The exiting issue is no longer an issue since the adoption of 1997 Uniform Building Code adopted on July 1, 1998. I have attached a copy of the receipt for your use. Please return the check to the Permit Center and I will forward the check to the applicant. Thanks for your help. Building 6fficial Date 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 CITY OF •TUKWILA, WA **k****AkAkA*A*A*4**A**.A* *AA *h*, *.* A *****A*%4A4***441tk TRANSMIT Number: R9700694 Amount: 10,000.00 12/19/97 05:58 Payment Method: CHECK Notation: CASCADE CON!. Init: KJP **A ****I.AA*A*4!** * *A***Ak TRANSMIT Permit No: D9G-0110 Type: DEVPERA DEVELOPMENT +PERMIT Parcel No: 352304-9074 Site Address: 1232 ANDOVER PK W Total Fees: 13,230.09 This Payment 10,000.00 Total ALL Pmts: 13,230.09 Balance: .00 0**A*******4***%***A*****4**4**A*A**0*AiAVAA**A*.AWAAAA*A****A* Account, Code Description 000/386.908 BUILDING BOND/DEPOSIT Amount lo,qp0.00 2,0(-)ok r-emoval .0-P -e-nc-e., re.: P e ck .B78 7037 12/23 9719 TOTAL 10000.00 't::tn "}� .y �.;. �:•�"T'�„"' ! 'x', j4`..�- ...�. :!r *yv ro�u�[v'.ti i; :`r,.:;..y, ,p�e%F"'.,.' .s...,, zi .,) �;j'.- ;',.r,�• .. „h; ����l�e°r.- :.t.,..�.��c i> � '�+���,�Tc2,a,��± .;;�i • �f'�"'- '�;•�N ..... :��'.'h -! �!°�G,,.;,_ Y. r..!.rrr'%.�� . i`'.°•"+�'? ='�i - � :`j`;'s?...r�,��'�' CITY OF TUKWILA TREASURER'S CHECK 6200 SOUTHCENTER BLVD. PH. 206 -433 -1800 TUKWILA, WA 98188 19 -10 30 TUKWILA-ANDOVER ANK 1 1ANDOVER APE P.O. BRANCH_•, ••S• 1E1 ANDOVER PARK E.P. BOX 80923 SEATTLE, WASHINGTON 98'188.0923. • 6. BANK OF WAS INGTON, NATIONAL ASSOCIATION • J City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director MEMORANDUM TO: LAURIE ANDERSON, FINANCE FROM: BRENDA HOLT, PERMIT CENTER DATE: JANUARY 22, 1998 SUBJECT: RELEASE BOND /DEPOSIT Please release the $2,500.00 bond /deposit to Cascade Container. A new bond was posted on 12 -19 -97 (Receipt No. R97- 00694) for Permit No. D96 -0110. The original transaction was Receipt #R9700666 for $2,500.00. Please return the bond amount to our office and we will forward it to the applicant. Thank you! .›e/ /- 5D -98 Building • fficial — Date 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 110 PI r r *ik.h.ilAl%**A0,%41%.***.,N*h..16*.A.**Oirk-AA4.**.i,Akkii*AA.A.A.*1%**.,%* ITY OF TUgN1Lnt NA TRANSMIT "i:AA-14*4.114;7111kAA—AlehA**AAtt..3*A0M4*4.0.*0.*:kA*4*/,4114i**1%**11**A1,,***k Numlwr: R9700666 Amount: 2,500.00 10/24/97 1328 I'L‘m,ht Method: CPECC 'Notation: CASCADE CONTAIME lnit: SAL Pelrmit Ho': 09G-0110 Type': DEVPLRM DEVELOPMENT PERMIT Parcel 352304-9074 Acidre:,,L: 1232 ANDOVER !4 Total Fees: 3,230.09 Pyment 2.500.00 Totvl ALL Pmts: 31230.09 Halance: .00 ::.c:f.:.Pmt Coq* 4 Description Amount DUILDI4 8 DOND/DEPOSIT 2,O0.00 I\CSuitAM.G.- Fr Gan yritfrci-T-6N or Ppor 1-6 rikt. 51-FeTzi codeS. #1, C/-/Z( 86 - ccomptAge_ •. . . 5'.3 10.' 97i7.., TOTAL 2500 00 .; • • • • . • • •■• • • • ; "...4 • f4:ii:',"•••kki"1. 114e..hrt ..••■ * • • • • 4:;•i• • - ••• • • ., . • •, •• . • • • • • • '• ..* • . " • • • .• • • '."•• • • •• • • .1...'••••••• •• -\ ' • •,...;•• •••••••• 1 INSPECTIO1t9ECORD Retain a copf...,rith.permit INSPECTION NO. CITY OF TUKVIIILA BUILDING DIVISION , 6300 Southcenter Blvd.,-#100, tuRwiI WA 9818 RMIT NO. (206) 431-3670 Project)../., _ . k: •, -.4.4 ' 6 fe t 1-- -Type of inspection: . Addresb: /173 2- 4 Pel, Date called: Special instructions: ' i;50 • , i . Date wanted: --.8--e?-7 .g. Requester: ke i ,/ / ../(-) /MO frheii Phone No.: [] Approved per applicable codes. 1-7 C rrections required prior to approval. COMMENTS: /J( )Q _ -C-41-e_eiee>e.4----1.512.--ea.2%21-r---9 • aa.,/_.. /2'e•-i7l-- l ,__Z-ze21-: , .327 e, L , /e' X e,-/ >12 ce,e444_____ c.-.67z4e.--9-7 .//z_ 4! /7-7-; 74 - --,..6.--2_,7 /17-2._.____2 ---2. I/ 774- . .,„ --f--fee-/ 4 c'." ace--",--- Atm_ / . A,_ -, . — .. -_, , • _ . - , - L, Inspector: , $42.00 REINSPECTION FEE REQUIRED. Pildi to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reirispection. Receipt No.: Date: " • ."7 "••-,.. • '• • ■.! ' e: • "..!•?3' Akk* * * ** * * * * * * * *A CITY OF TUKWILA, * * *,t * * * * * * * *4 * * *4, TRANSMIT •Number: Payment Method: Permit No: Parcel No: Site Address: This Payment ********** k: 1* k* A** 4* A * *0*k•AA * * * *11kk * ** * *4,*0 * *s1* WA TRANSMIT 1.******* A******* A** * * ** * * * *:t **+1 * * * *A * * * * *Att * * ** R9700666 Amount: 2,500.00 10/24/97 13 :28 CHECK 'Notation: CASCADE COPflAINE Init: SAL D96 -•0110 Type: DEVPERM DEVELOPMENT PERMIT 352304 -9074 1232 ANDOVER PK W Total Fees: 3,230.09 2,500.00 Total ALL Pmts: 3,230.09 Balance: .00 AAA * *0* *01"1'** * * * * *A * *s1 * * *A * *4 kit ** * * *•A A * *4•k* * * * * *- Ai * *;t* ** * **4 * * ** Account Code Description Amount 000/386..908 BUILDING BOND /DEPOSIT 2,500.00 PT-Auf &C S /iZ A,6 tOE F c Con Altoc. by o f /} L%or 113 'o-e_ $ '1z7 CCOeS. City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 352304 -9074 Address: 1232 ANDOVER PK W Suite No: Location: Category: ACOM Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Permit No: Status: Issued: Expires: D96 -0110 ISSUED 01/23/1997 07/22/1997 Occupancy: WAREHOUSE UBC: 1994 Fire Protection: SPRINKLERS .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: Contractor License No: JANNEEC033BS OCCUPANT CASCADE CONTAINER CO 1232 ANDOVER PK W, TUKWILA, WA 98188 OWNER WOELFL RUDOLF & HANNELORE 11956 WHITE WATER LANE, MALIBU CA 902659724 CONTACT PAUL SAMMON Phone: 206 329 -9900 3131 EAST MADISON, SUITE 200, SEATTLE, WA 98112 CONTRACTOR JANNER ENTERPRISES CORP 1420 NW OILMAN 8L #R851, ISSAQUAH WA 98027 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: ENLARGE EXISTING DOOR AND CONSTRUCT A NEW TRUCK RAMP. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 35,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Size(in): .00 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 730.09 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ _ Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. j Signature: X, Print Name: ' i2. C fe• �F( Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. ED CITY OF TUKWILA Address: 1232 ANDOVER PK W Permit No: D96 -0110 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 12/24/1996 Parcel #: 352304 -9074 Issued: 01/23/1997 k• k* k'k kk k'k k'*• k•*' k• k' kkk kk' k' k******A***kkkkkk'k•kkkk•kkkkkk ***** ****kk•k'k'kkk *'kkk** *-k* Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the.Tukw,ila Building Division. 2. Electrical permits shall berobtained.through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248 - 6634).. 3. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction..; These ,documents are to be maintained and.avail- able until: final inspection approval is granted. 4. All structural concrete shall be special inspected.tUBC Sec. 306(a)1). 5. All structural welding shaft' be done by W.A.B.O. certified welders andspecial inspected (UBC - Sec. 306(a)5). 6. All high- strength bolting shall be special inspected (UBC Sec: 305(a)6) . 7. When: :.special inspection is required either- the owner, architect or engineer shall notify the Tukwila Building,. Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall .be submitted to the Building Division in a timely-manner: Reports shall contain address„ project name, permit: number and type of inspection being performed. 8. Thespecia:l inspector shall subniit a'f.inal signed report stating whether the work requiring 'special inspection was, . to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 9. All construction to be done in conformance with approved plans andrequ.irements of the Uniform Building Code (1994 Edition) .as amended, Uniform Mechanical Code (1994Edition), and Washington State Energy Code (1994 Edition). 10. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure -is in addition -to any requirements for- special inspection. 11. Validity of Permit : - -The issuance of a permit or approval of plans, specifications',-and computations. -shall not be con- strued to be a permit for, or an approval of, 'any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities. CITY OF r'IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application aI Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: Cl4sc�DF Co�T� t w co . 1' *1 , Value of onsction: , 3 a 000 Site Address: City State /Zip: (?3z AN,Do1 Wi4leK- We-Sr TOKLA) RA `wp Tax Parcel r. 35223(. - 7074-60 Property Owner: G --- /3-ft-NNOe--, 1reig6e-A,S c› Phone: Zv4, - 31 3- 0Z35 Street Address: City State/Zip: 1.4Zo Nw C-fIt_,nnA-rJ t3L.vO SrE 2A,;9 _155/161011a Fax #: 313 — t `5 C Zo(a ) le 027 511 Go Con pt Person: rAJL- 51AMVA orJ (Iu (ZWswt,vssoAi Phone: Z ©6- 3zei -99 o Street Address: City State /Zip: 3131 e . MAD tsokl JY'Fc- 0c9O Sl TTe 9g Fax #: (1Z- 3&e 7o5-8 Contractor: nft-01i;- Ps5 © w r\) Phone: Street Address: City State /Zip: Fax #: Architect: 50-04 a- 5 C ©N 1-/cc -r- Phone: Street Address: City State /Zip: Fax #: Engineer: 14 v t5 r,.1 ct. A e oc-'-' C¢FvCK Y`k bizie-t 5 Phone: L0Co 3 z 1 1 6 d Street Address: City State/Zip: Fax #: 1beS- it ' PO& SU1re 13 seA-rr ?QItZ 32-1 6zif.c3 Description of work to be done: 1 Z Z- S NLi4(2C -i EKIsT l0C-7 poot2 t APD TRtJLK- y214MP Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family 0 Warehouse ❑Hospital ❑ Motel/Hotel Cl Office I ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family Warehouse ❑Hospital ❑ Motel/Hotel ❑ Office ❑ Other Will there be a change of use? ❑ yes P no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 0 no Existing fire protection features: 0 sprinklers 2rautomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 45; O62 0 sr existing Area of Construction: (sq. ft.) 1, 7 S F Will there be storage of flammable /combustible hazardous material in the building? ❑ yes A' no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:. (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: - atA-�co Date application expires: (0_ 4vJ t —q--) Application taken byr: (initials) CTPERMIT.DOC 7/9/96 ALL COMMERCIAL /MULTI -FA Y TENANT IMPROVEMENT /ALT TION PERMIT APPLICATIONS MUSE SUBMITTED WITH THE FOLLi1 ING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Fivc(S} sets of working drawings, which include : ❑ , Site Pi (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ Coverall building floo with adjacent tenant use; identify tenant space use and location of storage of any hazar�ca rials; dimensions of proposed tenant space. ❑ licinity Maahowing location of site � D Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ 1St Indicate proposed construction of tenant space or addition and walls being demolished ❑ ri Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ,11 ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). 151 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ Copy of Washington State Department of Labor and Industrie Valid Contracto e r's Licens f no / contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWINaR OR Ail7'H(bRIZED AGENT: Signature: (, /l1.44Af}UL�_ Date: I2 /0`f /cr / Print name: '71,qN k/15)14 us SC) A (,iccthTec/) Phone:32 7 960 Fax #:32, A _: 05'6 Address 3/3/ ak, r.) J V (FE c ( City/State/Zip i ` i CTPERMIT.DOC 7/9/96 1,4:4_4; ; e:;..:;.'t s?rtiM;S"3;k�,i;id:.�?i ,t; 14t . ,1 n. ti r >A .riw..:airtAt TA.C+!StC, F.txb P - ermit Caord't no.* or C.0p4 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME D96 -0110 CASCADE CONTAINER CO. :3kY•v ^.sz127 �"n3n'Xr7n�'c4 C.rdAtT DATE 12/24/96 DEPARTMENT: BUILD (G IIIVIS N� fR1 fP� a/ �oN iz PUBLIC WORKS -R1 FIRE PREXENTION 0 STRtJCTURAL'tA NA PLANNING DIVISION PERMIT COORDINATOR NI DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE El COMMENTS DUE DATE 12/26/96 1 NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF u (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL DUEDATE 1/09/97 APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 DATE CORRECTION DETERMINATION: DUE DATE APPROVED n APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE•F DATE (Certificadon of occupancy required. ) 1 t PLAN REVIEW / ROUTING SLIP ACTIVITYNUMBER D96-0110 . DATE 12/24/96 PROJECT NAME CASCADE CONTAINER CO. DEPARTMENT: BUILDING DIVISION 111 PUBLIC WORKS FIRE PREVENTION 1:1 PLANNING DIVISION. " STRUCTURAL 0 PERMIT COORDINATOR El DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' NOT COMPLETE r=1 DUE DATE 12/26/96 NOT APPLICABLE Ei TUES/THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRE ROUTED BY STAFF El (If routed by staff, make copy to master file & enterSierra.) DATE REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED fl REVIEWERS INITIAL APPROVED W/ CONDITIONS DUEDATE 1/09/97 ' NOT APPROVED (attach comments) Ei DATE CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE-F DUE DATE APPROVED W/ CONDITIONS fl NOT APPROVED .(anach 'coinments) DATE (Ccrtificadon of occupancy milked. t1�r, �,'!^fzs�QpP:';',7',°� -:air uVe^ r, ?R'���" °C'.'.•r!s<.�4:5 ".,' PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0110 PROJECT NAME CASCADE CONTAINER CO, DATE 12/24/96 DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION Q PLANNING DIVISION 0 PUBLIC WORKS II STRUCTURAL El PERMIT COORDINATOR Q 1 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ED NOT COMPLETE COMMENTS DUE DATE 12/26/96 NOT APPLICABLE n TUES/THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL t DATE )2 )23/Lv.,, APPROVALS OR CORRECTIONS: (ten days) DUE DATE 1/09/97 APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL c r 1 DATE NOT APPROVED (attach comments) )1060"7 CORRECTION DETERMINATION: DUE DATE APPROVED 0 APPROVED W/ CONDITIONS p NOT APPROVED ,(attachcomments) Q REVIEWERS INITIAL • C:ROUTE -F DATE (Certification of occupancy required. 4 l f; PLAN REVIEW / ROUTING SLIP el ACTIVITY NUMBER D96 -0110 PROJECT NAME CASCADE CONTAINER CO. DATE 12/24/96 DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION pi PLANNING DIVISION p PUBLIC WORKS 0 STRUCTURAL p PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE p NOT COMPLETE p COMMENTS ' DUE DATE 12/26/96 NOT APPLICABLE N.. TUES /THURS ROUTING: PLEASE ROUTE p NO FURTHER REVIEW REQUIRED ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INTTIAL M 4-- DATE hz 3% I (a APPROVALS OR CORRECTIONS: (ten days) DUEDATE 1/09/97 • APPROVED APPROVED W/ CONDITIONS 17. NOT APPROVED (attach comments) REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED .1.-1 APPROVED WI CONDITIONS p NOT APPROVED ,(attach comments) p REVIEWERS INITIAL C:ROUTE -F DATE (Certification of occupancy required. ) 1 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0110 PROJECT NAME CASCADE CONTAINER CO. DATE 12/24/96 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION PLANNING DMSION r PUBLIC WORKS STRUCTURAL El PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE CI COMMENTS ' DUE DATE 12/26/96 NOT COMPLETE Ej NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED` ROUTED BY STAFF lJ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE /2-r- (e' "L APPROVALS OR CORRECTIONS: (ten days) DUEDATE 1/09/97 • APPROVED ! 1 APPROVED W/ CONDITIONS NOT APPROVED (attach comments) REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED • El REVIEWERS INITIAL C:ROUTE -F DUE DATE APPROVED WI CONDITIONS p NOT APPROVED;(attach comments) L._J DATE (Certification of occupancy c+equircd. ) **********k ****A***** ****A* * •k , t** Ak• k*•k****aF***4* * *** * *1• **k*** r* * * *k * * * * * *k * * * * *5k *•kk* * *Fkk*k * *** Q * A k A* *k * *kA ** * *k * * * * * ** OITV OF TUKWILA. WA TRANSMIT TRANSMIT Number: R9700533 Amount: 444.25 01/23/97 12:49 Payment Method: CHECK Notation: JANNER ENTERPRIS Init: KJP Permit No: D96 -0110 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 352304 -9074 Site Address: 1232 ANDOVER PK W Total Fees: 730.09 This Payment 444.25 Total ALL Pmts: 730.09 Balance: .00 * *•A * * ***•k * ** ********* A*** * **** * * * * * * * * * * * ** * * ** * *•h * *1. * * *•A *a *** Account Code Description Amount 000 /322.100 BUILDING - NONRES 439.75 000/386.904 STATE BUILDING SURCHARGE 4.50 6723 01/24 9717 TOTAL 444.25 •1,*** *•k* ****R *** * *****l ** * * ***** *•k ***fie'**** *k** * *****.* ** *fie ********* CITY OF TUKWILA. WA G""~n1'r TRANSMIT * *** *•k *** * *** * *** * * *** * ** ic** hil *k•k **** **** **** *******n*** TRANSMIT Number: R9600525 Amount: 285.84 12/24/96 12:59 Payment Method: CHECK Notation: KURT. R. JENSEN Init: SLB Permit No: 096 -0110 Tyne: DE:VPERM DEVELOPMENT PERMIT Parcel No: 352304-9074 Site Address: 1232 ANDOVER PK W Total Fees: 730.09 This Payment 285.84 Total ALL Pmts: 285.84 Balance: 444.25 *****' A*************** 1t*****• k****** * ***** *** * * ** ** *** * * * * *14 *** * ** Account Code Description 000/345.830 PLAN CHECK - NONRES Amount 285.84 9952 12/26 9616 TOTAL 285.84 INS ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 INSPECTION RECD '=) Retain a copy with p5.diit 40g-c //e) PERMIT NO. (206) 431 -3670 Project. / Type of ins.ecti■ : / Addree: Date called: /1-4 - ( —e_., frii/ / d ( - 41 h-P Special instructions: Date wanted>,c , 7 OP Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: "7 _ / / �.1 e6 ttjo j GfA er t., D! ' G4 /b t.74. / e c- A0,7-I, GJe9/- �x''-4 ..C. e / Q, r (, � y 3 , v-.e 5 g /e !� ` S S ue. SS t-*< } % 7 /1-4 - ( —e_., frii/ / d ( - 41 h-P .54 r��t ,• 4=244/ C/ d'. Go4JViC.4* S `Z!' t / S 14--,--4,/,..7 c, & , e / ' P te,. X /40 sAC,, e" eel tad .4.;G,�t/ .. Inspector: Date:jt��//� $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION REC Retain . a copy with ..hit INSPECTION NO. CITY OF TUKVJILA BUILDING DIVISION 6300 Southcenter Blvd.,4100, tukwilaE, WA 9818 PERMIT NO. (206) 431 -3670 Project/f., `0S. C.40,-/e., c-. 7 .4i gyps 'of inspection: .- Addres: s 'bate called: . Special instructions: ',:t.. ' /2 . O • ,, Date wanted: G` (�' — i ? m. Requester: ke--e-t4 r Ph¢ne No.: Approved per applicable codes. • Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION REC Retain a copy with permit P MIT NO. (206) 431-3670 Pogepte aoarAl 0E12_ Type of inspectioreon Kets Date called: ms m www pecial instructions: v1/41161,0......iNsp R . I 1 :01) di .44.Phone peto14nted:2 -7-17 .11. P.m- equester: ERIc No.: 515 Iti---7 pproved per applicable codes. Corrections required prior to approval. COMMENTS: S e'sEcA CA4CMXE Tn Inspector: Date: 4i fc $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: v•-•••1- Date: A' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECOV,IJ Retain a copy with permit Ditrolio EMIT NO. (206) 431-3670 P • • - c : A Okir. , :... Ty .tin •e ' : A . NI■ 1 • 44,6 Date called: — -- Special instructions: • A ... • , 0 4 r r• - - nted- - 7 — — e-7 erm .m. • equester: E-12.1 c Phone No.: — ILI-G-t • ,,,) Approved per applicable codes. Corrections required prior to approva . COMMENTS: CPA 7.‘e T S 1.t7 • Inspector: Date: f *7-- 1 ci? $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION REC Retain a copy with permit PERMIT NO. (206) 431 -3670 J i 1pl A / &- TY IN IDA u- 4004E/2. Q� v,4 Date called: 2 _'t _G � $$pecial instructions: ,foe.... Ih :. -.Q IX.: oD 7.M. .m. f U 2^13.. i Requester: _ -� �- Phone N 37r . )11T_� Q J `� s FXLApproved per applicable codes. COMMENTS: Corrections requireiprior to approval. ?1,-7z.% fir'- /1.) S l'.:�tl cir% C c�o.� +1 ��a CG t,.l�S o NI" S Inspector: ar 4 Date: 2I (31q7 1 . $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i T CASCADE TESTY LABORATORY, INC. TESTING & INSPECTION tNGINEERS 12919 N I 126T14 PLACE KIRKLAND. WASHINGTON 98034 EVERETT (206) 823.9800 (206) 259-0817 TO ATTN. PREVIOUS REPORT No. No. DATFR t 4L34Y AIL ZI 1977 PROJECT CA'CADE GON7 JA( CERT. NO. 17C Z7 LOCATION 1 K. w BLDG. PERMIT NO.\ 3crz.0110' \ WEATHER F--C ENGINEER HUD 51 N OWNER TEMP. AT AM AT PM ARCHITECT CONTRACTOR d/UVAIEk. EF l; (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY STR.STIWELDING — OTHER X. STR.Si /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB AUGER CAST PILES — COLUMNS — DRILLED PIERS X.. WALLS — BEAMS (4) (AREAS) K/21 (5) CONCRETE/MASONRY MIX NO. 1fi(L iTl 50172 SUPPLIER SLUMP (INCHES) AIR CONTENT ( %) DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SPECIMENS CAST SEE CYLINDER REPORT NO .Z YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: I ' S�� „T ALVCTt OK KM'? AT 1 1 O 111 2 Y E7 NOD 1.CAFION,9 KED TD 8D f-17 Pt MAN U FAGT U ,&17'G. APR 2 9 1997 COMMUNITY COPIES TO: PC-� 7.14412 4/21 INSPECTOR: Fl REP-6137- SIGNED- • CASCADE TESTIN��)SI��DEPNC. TESTING & INSPECTION 1 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (206) e23 -9800 EVERETT MAR 1. 2 Mrs"' COMMUNITY DEVELOPMENT To: JAN NM ENT IVIiI.` E 19' ZO N.W. 61LMAN BLVD #-ZBSk 1,,ACIUM, WA. gaoZ 7 ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA FIELD REPORT .CH 15 27935 DATE TIE' FEM. 25,19'g7 CERT. NO. 7O 1-Z-1 SLUMP PROJECT CA' ICAcf CONTIVNERS UNIT WEIGHT LOCATION 1 23Z / NDOVM. Pf . `{Y. CEMENT FACTOR TEMR B IT NO. 11 OWNER IZ 3" WEATHER C OVDY TEMP. AT AT AM PM ENGINEER I JC IADD P. HUDSON .A • 16'759 ARCHITECT JQV5E1V / x'76 Z � COR �ONTRACTIPWNEK Tha TRUCK SAMPLED L.f./10 TRUCK TICKET NO. Y1-80 ZZ MIX NO71- 1x755 TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMR CONC AIR IZ 3" 130 toXJZ /503ao 7Z° .A • 16'759 CA. / x'76 Z � WATER Tha TYPE OF BREAK Cone Cone and split Cone and Shear Shear (a) (b) (c) (d) Columnar (e) COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS 1% MOIST ADJUSTED WEIGHTS AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK CEMENT h OD FA. 130 toXJZ /503ao 5320 .A • 16'759 CA. / x'76 Z � WATER Tha TOTAL N oO CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK e7% Z-Z5' 7 toXJZ /503ao 5320 .A • 16'759 Z � Z8 N oO Z$ Z8 SAMPLE P/U DATE v G TEST METHOD PRODUCERS: CONCRETE CAI( CEMENTTYVE I LKPcCFN1= 3S AEA ADMIX w Zi-- CAC12 % PLACEMENT AREAS NOTES IN i J0K /..-AE5 INFL,L, 5i SAMPLING IN ACCORDANCE WITH J e..5 APPLICABLE CODES & SPECS CU. YARDS PLACED 3 DESIGN STRENGTH 3r000 P "71 • INSPECTOR /.. COPIES TO • lh 1 t3 e_3/7 SIGNED 1 T 10 • CASCADE TESTING LABORATORY, INC. %legal q �, ca TESTING & INSPECTION / ENGINEERS REPORT No. 12919 N.E. 126TH PLACE KIRKLANO, WASHINGTON 98034 EVERETT (206) 823-9800 (206) 259 -0817 TO* a►_ e r L e.,9 h 195 Cov • 5 -5 ur(i (A) it , 8r7 ATTN• - r THE FOLLOWING WAS NOTED: FIELD TEST DATA 28408 DATE 7 -7 -57 CERT. NO. ) 7a /-Z9 PROJE L.,0.5CG►d!C - rtie, -3 LOCATION hdouc & tI,J BLDZ3 ERRMIrRO: -? DGG,P( ©'' OWNER WEATHER [� vep- A�% TEMP. U AT / AM V2,- AT ? PIr E INEER <k©v`' R `' ` "`� ARCH TT CT ,.-A 7 -pry " "- CONTRAdrOR Invte TRUCK SAMPLED 207 TRUCK TICKET NO. -jJ 2 :76 MIX ," /6$r TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR ./3t -2-/q1 `z o.9' , /TN J30250 96/0 WATER Zed 1. TOTAL /7,,0D 680 4 6tfq'$ TYPE OF BREAK Cone Cone and split Cone and Shear Shear (a) (13) (c) (d) Columnar (e) COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS 1% MOIST ADJUSTED WEIGHTS CEMENT 6' STRENGTH PSI TYPE BREAK FA ./3t -2-/q1 `z o.9' , /TN J30250 96/0 WATER Zed 1. TOTAL /7,,0D CYUNDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK Ttto 2 -7 -2-/q1 `z G `> /2 P J30250 96/0 PHI 1. z-a /7,,0D 680 4 6tfq'$ 3-7 ze 1 /68 /So 5 ?S0 A g-gq-c( 2 -13 4r 6 bvc fc- 0 /26IOQ 4/4160 j'LL5 -/o 3/ WC-pc fs9Z 6 563 o 4 SAMPLE P/U DATE PRODUCERS: CONCRETE J-r `' G�'� TEST METHOD G -39 CEMENT . � r ]T AEA ADMIX WO 21 01 "SIGN STRENGTH L 3 C°X-' SAMPLING IN ACCORDANCE WITH C-3 / APPLICABLE CODES & SPECS CU. YARDS PLACED PLACEMENT AREA & NOTES" F- C • G 1.1 N A{,r IG r kS (�.,�! A/`, c i (/ Z DOD - ��, , //s rot) F i N5 W4.-1/ i•�/ OY - A4z4, d *uc� - — COPIES TO • 0119 oh INSPECTOR: SIGNED' 1-Nvl "tli\c147 L. CASCADE TESTII4., LABORATORY, INC. '� 9 2 0 5 9 TESTING & INSPECTION / ENGINEERS PREVIOUS 12919 N.E. 126TH PLACE REPORT No. ���� Y No. KIRKLAND, WASHINGTON 98034 (206) 623.9000 • EVERETT (206) 259.0617 DATE 3 -S -5 7 t CEng P40. I '7o/ ZS TO 0 IrN1l‘Pv CVI \ el' 01 SF'S Corp PROJEC Sc.- <lc CG✓i o/. .- LOCATION /737 4-tio_ric. `1-4vC t 14 Z ,, Al L,v. C4-; /,,4«, B lid 4' 2PsV BLDG. PERMIT NO. OWNER * 4 �1 /' ^� SS�CLrr� 4 01 7 $V2 / WEATHER (R �I A° ��% TEMP. AT AM PM L i jj ENGINEER jj 1.2-- ( � C ltC 4 < < � �cs.lSG I_ / ATTN: `"�' .. i c ARCHIi CT e i/1 se n CONTRACT R 140e°1 ors L (2) INSPECTION PERFORMED /RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY , STR.STIWELDING OTHER - STR.ST /BOLTING (3) ITEMS INSPECTED _ FOUNDATIONS _ FOOTINGS 44LAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS — - — 1 %L/ 1 �1 v0 a Y✓I5 (LOCATION (AREAS) I !? 11,4 c•P �� / {mil -� i� ! 5 l h C OG Y ! (5) CONCRETEIMASONRY MIX NO. 741/ 9 8 5 DESIGN STRENGTH (f' c) `3 "CD c7 0 SUPPLIER Ct%t d !tee •-r TOTAL CU. YD. PLACED Z SLUMP (INCHES), // v SPECIMENS CAST /' • Z 4/3 AIR CONTENT ( %) SEE CYLINDER REPORT NO. 2 L INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _YES .,.ENO —ITEMS REMARKS. +` C'. 'S k Q e 1 Cl V1c..1 H �J'rL �) V U Ln + r N [ 1W k. 7 /e-c. P . CCD IA- C L e- L 0.o t e J 6 LL ,e e 1 69 v/'o L(la s Ii ck r: + / G le v' S . I 'FCC �C�/ 1/15 P �'C_ l�[ �!- COPIES TO: 317 - INSPECTOR: FIELD R PORT SIGNED: T see Fse CASCADE TESTING LABORATORY, INC. REPORT ' 9Z. Of, TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 95034 EVERETT (206) 823.9800 (206) 259-0817 TO: .Sr -h' G'o,„ -Apt - • - 1-e l f-!5 ,- C Or p /',Z /SS /.yreH /blvd >R'SW ATTN• Fr t THE FOLLOWING WAS NOTED: FIELD TEST DATA 28432 DATE 3 -5 -97 CERT. NO. el? o1-Z. 9 SLUMP PROJECT / (/nI '_IP 5C! c>4 ro.e4G/*/1.- UNIT WEIGHT LOCATION 1z.3zAnoL r.- 13,-/C 14/ CEMENT FACTOR BLDG. PE OWNER AIR WEATHER Side hls K � TEMP AT 5 N Si AT AM PM ENGINEER FtC K GvJ- 15 ` Lot ci504 — ARCHITECT ��l'kl 5 C bi 51c CONTRACTOR `., .. /,) -or -.,rit Z&LJ TRUCK SAMPLED / t 9 TRUCK TICKET NO. 3 S °3& -7 mix NOW/ 0 yrS TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP CONC AIR g3c) y — — — - 51c sz Z&LJ Z TOTAL TYPE OF BREAK Cone Cone and split Cone and Shear Shear (a) (b) (c) (d) Columnar (e) COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS 1% MOIST ADJUSTED WEIGHTS c.:10. CEMENT /U U 6 o J STRENGTH PSI TYPE BREAK FA. /3 v G -12- Z Q/ /i 2 Ca 181 I So 6 (Ho WATER Z&LJ Z TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 'To q& 3- s -12- Z G,' tea " 181 I So 6 (Ho 8 qoti7 Z z a 610q1 1... -2 z_ f..)) le SAMPLE P/U DATE 3 -6 TEST METHOD C--ff SAMPLING IN ACCORDANCE W TH APPLICABLE CODES & SPECS 3 2_ PRODUCERS: CONCRETE Cc-A 1.4. !� L'7 CEMENT -1 10 T 7T CU. YARDS PLACED AEA ADMIX -z m. / X'C pN 7 96 G ° f S SIGN STRENGTH *G- 40456) PLACEMENT AREA & NOTES CJ� �J C�V l C r G J e — \ \ lit S cf e ?e ! ,11 +�I OU Y _ RECEIVED /R 171997 COPIES TO 3/14/ INSPECTOR: SIGNED' COMMUNITY DFVFR nPMEAIT ' 4 )1c%r Tgh CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 90034 EVERETT (206) 823.9800 (206) 259.0817 TO. d' � N NL K LIV I GJV NE 11-Z0 MN/. 31 MAN PLVD. #ZE5Sr t `77AQUM, WA, ! 8OZ 7 ATTN. THE FOLLOWING WAS NOTED: COACKETE- FIELD TEST DATA PREVIEMS REPORT a. �I 3 27935 DATE TLESD�'�Y FEB, 7.5 I 9 17 CERT. NO. 70 l -- Z SLUMP % AIR PROJECT GA 7CAfX CONT YIELD CEMENT FACTOR TEMP. NN LOCATION FK . W. 7 /23Z MOO V ?... BLDVERtu)I ' N0.01 I 0 OWNER 5320 CA. WEATHER CWVDY TEMP. AT AT AM PM ENGINEER SIGMAK.D 5 HUDSON TOTAL ARCHITECT J 4.1EN-7.1 / 77y5o 62 O CONTRACTOR ;JN'/NEK io0 TRUCK SAMPLED Z•06' TRUCK TICKET NO. ��QJO L MIX NO7I I.7 5 TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR TZzf 3:, 7 toX1Z 7Z? 5320 CA. / 74. WATER .Z1 Q Z B Cone (a) Cone and split (b) TYPE OF BREAK Cone and Shear (c) Shear (d) Columnar (e) COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS 1% MOIST ADJUSTED WEIGHTS FLY CEMENT /UL 7y OD STRENGTH PSI TYPE BREAK FA. 1 JDt a 7 toX1Z /3-03ao 5320 CA. / 74. WATER .Z1 Q Z B TOTAL / 77y5o 62 O CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK '7`?$ Z-Zs 7 toX1Z /3-03ao 5320 A Z Z B / 77y5o 62 O io0 ZS z5 1 /8'59So 6.5^80 SAMPLE P/U DATE 2 —Z C TEST METHOD PRODUCERS: CONCRETE CADMAN CEMENT-TYPE S L4KACEM = 3S AEA ADMIX wi(., Z1 CAC12 % PLACEMENT AREA & NOTES !A/ TF IOK 5Lft13 IN FILL 5 i 0--361 SAMPLING IN ACCORDANCE W TH �JC' APPLICABLE CODES & SPECS CU. YARDS PLACED 3 DESIGN STRENGTH 3t.GOO P. `J. • RECEIVED COMMUNITY EVF1 OPMENT COPIES TO • ‘-'t �� 11 tk 3/7 INSPECTOR �����`"�' SIGNED. r....."0:=0"-•'■•• T Sec CASCADE TESTING LABORATORY, INC. PO116 QZIJS_% REPORT No. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLANO. WASHINGTON 98034 EVERETT TO: C i e , - -- Jr, CON / t a e ii S (206) 823.9800 (206) 259.0817 /'/ () A/t G. / „4t. -> l4 d A 7iS3/ ATM* F.- 1 c THE FOLLOWING WAS NOTED: FIELD TEST DATA 28432 DATE 3- 5- 9 7 CERT. NO. al 701 -Zg SLUMP PROJECT /� (" e4 5CZ 0/C r vrl7G /i9 t-4 UNIT WEIGHT LOCATION �t ,r/ r.— /3. /k 11/ CEMENT FACTOR LDG. P(flI (Q' 011 i ✓� -,!( ( WNER AIR ^V�1 /� f— J- yy /14 ',ji e 1'7IG15 TEMP. r U AT y J` AT AM PM ENGINEER 7,,L.,d 2 1 1p gtAcIiC1v( — ARCHIT 5(a CONTRACTOR • Zr') TRUCK SAMPLED / `1 G% TRUCK TICKET NO —3 5 0-; P MIX NO/y/ C y) TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR /306 L/ Z .wJ, C9/1 — 18 Z /6.0 5(a WATER • Zr') TOTAL 216 5-616 7660 TYPE OF BREAK Cone Cone and split Cone and Shear Shear (a) (b) (c) (d) Columnar (e) COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS 1% MOIST ADJUSTED WEIGHTS f,3. CEMENT /L1 U & U .) STRENGTH PSI TYPE BREAK FA. /306 -1 Z Z .wJ, C9/1 -,,,c y /5-7 c, 18 Z /6.0 4, (He) WATER • Zr') TOTAL 216 5-616 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO.IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 10 14(0 •-• 5 -1 Z Z 6, -X ,z„ 18 Z /6.0 4, (He) 8 qoq/ z6 216 5-616 7660 if q0 q \.... _Z Z 5 Z22200 7E60 A SAMPLE P/U DATE 3 -6 TEST METHOD C -37 SAMPLING IN ACCORDANCE W TH APPLICABLE CODES & SPECS ( -3 1 PRODUCERS: CONCRETE C4„:04 !i”, t LI, CEMENT p . T CU. YARDS PLACED AEA ADMIX.00 7 1 GA LP ':..c ei, 9( L 3 ) OSIGN STRENGTH TC— L�> C1� 1 ' G � — r c1� PLACEMENT AREA & NOTES e >e i 51, vl f f-'OU V APR 0 8 1997 INSPECTOR* ti.74 60 COPIES TO • 3/i / X17 SIGNED* TO' CASCADE TESTING LABORATORY, TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (206) 823 -9800 EVERETT (206) 259.0817 Pils'e.1 INC. REPORT No Cit c.a 6? 4,,,„ itr■ �j� � de. 72,740.-",- tSe5 a1-p yZ o /1/1/G )J,S , /34c1 # 01JV Lu4 SjCZ 7 ATTN• /••l r! THE FOLLOWING WAS NOTED: FIELD TEST DATA 28412 DATE 2._ 1.5_77 CER F7,/–z9 PROJE • / O.4eG, l CO .A1 fil ii- 5 LOCATION i4Y de v ev P r 46 6% sIeb ,o e+ti' c- t e ,l O WNER E'4 •96Ol/ TEMP. / AT ,(�� AM V() AT/ PM E N EE-w 1 l rc'SG4 -e / / C.44- J B ARCHITECT F ✓/ SCi!�p .4-44 N CONTRACTOR 44 f%%Pr _ L01141,2?) c O,D TRUCK SAMPLED _01 TRUCK TICKET NO. 3 f4/ 3lief MIX N7.��- / TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR (7y)" ii — _. _ .. m-1fa ylL/6 WATER r - ZGtb 3-i 3. TOTAL Cone (a) Cone and split (b) TYPE OF BREAK Cone and Shear (c) Shear (d) Columnar (e) COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS 1% MOIST ADJUSTED WEIGHTS 1 CE -NT rill , NV FA. 24'Y 11,- --z Gx /z j339Oa ylL/6 WATER r - ZGtb 3-i 3. TOTAL /6C1-/CO CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS $IZE AREA (SO.IN) TOTAL LOAD STRENGTH PSI TYPE BREAK %.515 2 -►3 Z. -2c� --z Gx /z j339Oa ylL/6 A g.5-7 3-i 3. z � /6C1-/CO 5810 "71 3 -i3 /' 25o 5!S0 `sS 1 2 -17 i f ft- . 1l35-oo 'foto A g51ci / .3 //Y 4.6 el 'C 11y5FsD 5 O7P SAMPLE P/U DATE 2-ly TEST METHOD PRODUCERS: CONCRETE Ce- J,W Leo AEA PLACEMENT AREA & NOTES ADMIX. L4Rh Z V 1f' 4a 6„..,; 4k. 12z r to IC C7 vt C --3 f MENT elbr G // 2 SAMPLING IN ACCORDANCE W APPLICABLE CODES & SPECS C� J CU. YARDS PLACED DESIGN STRENGTH_ C SG � dN F C- zr�-4 7 /'/ OUN • ReEIVED MAR 1 9 1997 DEVC n INSPECTO GIA 6uJ COPIES TO SIGNED. COMMUNITY ` CASCADE TESTIN. LABORATORY, INC. E_ TESTING & INSPECTION / ENGINEERS PREVIOUS 91 31 8 12919 N.E. 126TH PLACE REPORT No. �� No. KIRKLAND, WASHINGTON 98034 (206) 823 -9800 EVERETT (206) 259-0817 DATETVE/JD Y FED. Z7 1997 1 CERT. NO. 9701 -29 PROJECT CA C.ADE- COl11TAjN ' LOCATION !z3Z. ANDOYM. r. W. �....... ►' Q p{� t VV TO: NK ENTE KEE 11'2.0 N. W. & LMAN Di.)/E2 4FZ85-it BLDG. PERMIT NO. OWNER / ,y c_____-----) --�- --- ilCQUA)i A, / 80Z7 TH`ER CLOUDY TEMP. AT AM AT PM j q ENGINEER KIC,1'IAKD 5. NUD5DIV ATTN: ARCHITECT -I� rr LII �v CONTRACTOR JANN EK (2) INSPECTION PERFORMED 3 RESTEEL/CONCRETE _ RESTEELONLY RESTEEL/MASONRY _ STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED ._ FOUNDATIONS _ FOOTINGS X_ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS — — — (LOCATION LAP' WI 1.1. AT- OFFI C. PP(L E Wo-',i e/ LANE I END1'i, (AREAS) (5) CONCRETE/MASONRY MIX NO. 7410BS- DESIGN STRENGTH (I'c) 3I 17 .1 1 ��, 11 M SUPPLIERCADM AM TOTAL CU. YD. PLACED SLUMP (INCHES) 3 SPECIMENS CAST 3` 6-X1 7, AIR CONTENT (%) SEE CYLINDER REPORT NO. Z79 5 YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. NL.J 1 E DELDW — REMARKS: 5- 130Vfin. , C 2 ' 0_ CA E ) 7.4f5- NOKI ZDNTAL', COIV I )V\C.TOR MEC HAN 2 CALLY Wai. Y1SKATED M (7(, , INSPECTOR: 1 ;571 COPIES TO: r• n FIELD REPORT SIGNE CASCADE TESTI1 LABORATORY, INC. TESTING & INSPECTION (ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO: < C, tots.,. irISC C Grp (206)823.9000 (206) 259.0817 /V2u /szgc..1 r3Ivd K2iia ATTN: PREVIOUS 9 Z /' 92036 REPORT No. No. DATE CERT. NO. a--V 97 I 97oi -25' PROJECT ...,„.- C' yerc‘•a h /`+42.4.0 , LOCATION �i /, ,' / �[Z .''3 2 .'9n �L'L�e 7 k 1U ,E;* " BLDCG„G PERMIT NO. OWN", (2) INSPECTION PERFORMED RESTEEUCONCRETE RESTEEUMASONRY _ RESTEEL ONLY _ STR.STIWELDING — OTHER — STR.STI OLTING E?Jx ■! 9 I.-c, (.4.14,J 6;wC(S WEATHER 11&PI01L TEMP. AT AM AT PM ENGINEER i ARCHITE1 I C kCr d - Ii kc1s 0 Y „ „ Air CONTRACT a Oil P� (3) ITEMS INSPECTED yt}. - PIs — FOUNDATIONS - FOOTINGS LAB Teade _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS (4) (AREAS) !'re p Qc e r ( L ' Z ' TDG LU a �S 1'Vi O I S /�c Ae- l e / 14 F; l( s /e4 oL•C r U "\- k- y —+Ir ce in c. (5) CONCRETE/MASONRY MIX NO SUPPLIER SLUMP (INCHES) AIR CONTENT ( %) DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SPECIMENS CAST SEE CYLINDER REPORT NO. _YES ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. �- ✓(M 1 SS i i c d REMARKS: fioIE ckti Iecl wiIA 5II de ere c,1" (pc vs c2 n c1 o� r . Hi ) -1- ( "(-411- / Do -Z rk e p t I &7 d I -• 0 LA. L J owe I s S rc� oweis COPIES TO: 96- l�wl� to c2) 7 INSPECTOR: FIELD SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT (206) 823-9800 (206) 259.0817 TO- Ceicia 6,4 i/te4 „e4- ,frf55 (rp / YZo / /3461 2:"W* 5162.7 Arm. THE FOLLOWING WAS NOTED: FIELD TEST DATA S ca. IP Vie ta RIIIIISIYS REPORT No. w )6' 28412 DATE 2— I -5-9 7 cER,io , k-; 70frz 9 PROJE .1- CieG, C4 CO 4/1 'IC/ te evf LOCATION / 23 7 19Y1c:/ei eiev(Rirk 146, erRNIFF-NO. w'- - "4 - BiaPE L OWNER ,..11.611g0e-PA4-1- '..---TEMP. p9' 6 o / / 0 AT AM e/0 ATr?) PM (1-.til: ARCHITECT GP iffr-6 CONTRACTOR C /.4 Wi- Jr.MIII--9,- (2',D , v, TRUCK SAMPLED S-101/ TRUCK TICKET NO..34412/ 3Ie MIX NV/C/IPS. TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR aLi 1 ....- ........ — •..._ M--- IA (65 3 - 1 3 TOTAL Cone (a) Cone and split (b) TYPE OF BREAK Cone and Shear (c) Shear (d) Columnar (e) COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS 1% MOIST ADJUSTED WEIGHTS CE ler/4- ENT 0 C) STRENGTH PSI TYPE BREAK FA. i 2Z9C/ -2,._ 2. , ---e LY7/4•471-2 WATER 2_64) 3 - 1 3 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK %.515 2-13 -2,._ 2. , ---e e I Co, X /2_ g57 ci 3 - 1 3 Z 8 15n 1)/ 3- i 3 9_ g ,) 555-N 2-17 -Ar f(-- 113500 ((ow g5161 / SAMPLE P/U DATE SAMPLING IN ACCORDANCE W THc-3 TEST METHOD APPLICABLE CODES & SPECS PRODUCERS: CONCRETE Ce%cd)PiG 1-9 MENT177 CU. YARDS PLACED /2- - AEA ADMIX (4R [ 2 I/ _96 DESIGN STRENGTH orfi$CD roofe,f PLACEMENT AREA & NOTES Fe4/-<7 itiG 2 1 _1-1,2 t^,e / cl -* .y vte c_ ov■ 2-t17-'7 /S/of T CASCADE TESTING LABORATORY, TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLANO, WASHINGTON 98034 (206) 823 -9800 EVERETT (206) 259-0817 ereaRECC 4 INC. REPORT No. g m.% TO. O- y\v\ e Y ` vt.\"ty p M, s 9S Gyp LCJ 8y27 ATTN• L_ r i C THE FOLLOWING WAS NOTED: FIELD TEST DATA DATE 7 - 7- 5 7 CERT. NO. Qj 70-e9 c.-1-a.,,-,„- PROJE ctsca dd. LOCATION 1 Z3Z 4 Over I Pall( W BLDG. PERMIT NO. tip 9co oHiO OWNER WEATHER /r)vev c490. TEMP. AT / V2$AT AM �/ Pe Er1�I�NEER ARCHITTCT t ,;--I ergs Pt,• ..- ::= -' CONTRACT01:1... oi' we -- TRUCK SAMPLED 20 7 TRUCK TICKET N07jI Z 7b MIX " /dfrY TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR i 7,-/4 `z -- -- — mss- V2 -- '3--___,/ TOTAL TYPE OF BREAK Cone Cone and split Cone and Shear Shear (a) (b) (c) (d) Columnar (e) COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS 1% MOIST ADJUSTED WEIGHTS CEMENT �p ad STRENGTH PSI TYPE BREAK Fa, f7 /36r2( 7,-/4 `z / / / / /����YV /9'76 f 34Z 50 9/.0 WATER Zlvd '3--___,/ TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 9-tgk 2-7 7,-/4 `z G `5 /2 ` f 34Z 50 9/.0 A gqiti '3--___,/ Z-E3 5-ti�� 2 -13 6 I,vc j-� 12.615-Cs 4/4/40 � `d1157� wc- pc SAMPLE PN DATE 2 I� TEST METHOD C -3q SAMPLING IN ACCORDANCE W TH C-3 / APPLICABLE CODES & SPECS PRODUCERS: CONCRETE CJ.r-`'W4' 44 CEMENT ,2 1• /r / CU. YARDS PLACED / .- AEA a.� ADMIX Car # 24/. / PLACEMENT AREA & NOTES* F C • C. U 1 (I/i a 01,0 ~ L. `, 'CG t ( ,..' (a'- P. ,-7s .-- Ae 71. we< if -- Z Doe /A? //s.. , f-s Q 1: 1,15 u1e., l i ,- aCo ay ^ A4(, d t). v- - SI 3 ESIGN STRENGTH - eC[-) :;1 COPIES TO • Oh, INSPECTOR. SIGNED: 1 ` CASCADE TESTIN _ LABORATORY, INC. `- • ^ TESTING & INSPECTION / ENGINEERS PREVIOUS `j 0 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND. WASHINGTON 98034 (206) 823.9800 EVERETT (206) 259.0817 DATE Z — /3� 7 I cEf}� NO. O 9 /- Z C TO: Qx nV\P, L Afte. -Q i�l-• ,, co, p• PROJEC 1/ Ct de. G o 4c,i ,pr 5 LOCATION Z 3 Z ^ //-rul G pr M 1rK tar L� / /� r %?, �} % /� Zr) ! y' w.6-, 14,/ L, /✓ I� !' ` ki Y BLDG. PERMIT NO. 9 ^ O I / OWNER 1:5'SeltAG-4 1 / /' /8tZ 7 WEATHER 0vevcG°li TEMP. AT AM C�o AT /�PM ENGINE.., (( / jj 1GI�Gv l�t.tc1SQt-[ ATTN• La/- ti r ■ ARCHITECT G LA S v 4"'°. 4"'°. 41-4'4. / CONTRACTOR r- aV1 NP�� I �tpvptvl5. at, INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEELONLY RESTEEUMASONRY _ STR.STIWELDING OTHER — STR.STIBOLTING 3) ITEMS INSPECTED —.. //FOUNDATIONS FOOTINGS VS-LAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS WALLS BEAMS — — LOCATION (AREAS) P/ 14 L.5 9 S ' " Aie i.+-? ve io' 1 t4 i a S L )CL 11 -4 Z /9G C e- e -_ K i..- , 4 -0. I I- S S4: h - CONCRETE/MASONRY MIX NO./' y/ yrs' DESIGN STRENGTH (Pc) 300 C_) SUPPLIER l.-•cX.Cl .14,PGti. TOTAL CU. YD. PLACED /2 :J" SLUMP (INCHES) Y SPECIMENS CAST — G it /2 AIR CONTENT %) SEE CYLINDER REPORT NO. Z V/Z ( YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: FC 7t° P 1 `Q47 /) -e `c' c. 01 L.- G -4 Y . p4 ;,--.� � f,���� - rei eIe piped' tom' ti ` (Z.' S ! /C. // v 1, c/a `‘C/ u( % 1>R J' INSPECTO : COPIES TO: e, • %CL_4 .IM FIEL►' 'E SIGNED: LIP CASCADE TESTIN' LABORATORY, INC. TESTING & INSPECTION( GINEERS : PREVIOUS ';k...., 9 1 2 5 5 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (206) 823-9800 EVERETT (206) 259.0817 DATE I CERT. NO. 9-701-07 TO: P J E C T ah 62 rub ti 0(0 LOCATION .....- ...,_ BLDG: PERMIT NO. ",` — 0 1 1 0 OWNER WEATHER V114904- 3 TEMP. AT AM AT PM ENGINEER ATTN: ARCHITECT CONTRACTOR (2) INSPECTION PERFORMED RESTEEL/CONCRETE RESTEEL ONLY RESTEEUMASONRY STR.STIWELDING OTHER — STR.ST/BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB AUGER CAST PILES COLUMNS — DRILLED PIERS WALLS BEAMS — .: — (4) tl A1 %I it .1 LOCATION (AREAS) P %x , I % LA 111.f 2. 0\A Anocti.21.) 1 6A,A (5) CONCRETE/MASONRY MIX NO, DESIGN STRENGT (f'c) SUPPLIER TOTAL CU. YD. LACED SLUMP (INCHES) SPECIMENS AST AIR CONTENT (%) SEE CYL DER REPORT NO. \\1,_ YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: Q.5-V2pQ tr.:\ d -qtr acitiL , 6411-b,\A spa CL )Lt k apptve 61 e COPIES TO: ,t_LL14156 FORM NO. C11-89-1 -CE151-A4\4 REMARKS: jca( Y j itcly.A. ,acrOr' /Z 55 ✓ U. v/ l¢ • f2 y j / / He/ { /.& t! CGK so / dc-L J Cc S API to he- . Ci4` -4_4 - eaas COPIES TO: 5 • 8D FORM NO. CTL-89.1 INSPECTOR: a 1K,o FIELD REP. SIGNED: CASCADE TESTII LABORATORY, INC. TESTING & 1NSPECTIO4 JGINEERS PREVIOUS I12919 N.E. 126TH PLACE REPORT No. •� •� 91 1 9 8 I / sS No. LP KIRKLAND. WASHINGTON 98034 (206) 523- 9900 EVERETT (206) 259 -0917 CERT. NO. 0f?oI-Zei DATE 2 -7 -97 TO: \ 1^1505 Coy p PROJE L 1. COL, / r1 eyS ' LOCATION /Z3iyhvev 7%, -KLc) 4 t NievG/•/ ,, bk../ do. a sv BLDG. PERMIT Na N --., t *No oa OWNER //- 'n 7 a., 4.4.4_4 34 8627 WEATHER,,. 1 �/%Q'/•CG`5 .. TEMP. AT AM y2 Ay 3c' PM ENGINE / I( i al 61' J IS- H t.iel 5nt.t ATTN• ARCHITECT !( ` u V 4 R• N S e.i CONTRAC R (lK+ker (2) INSPECTION PERFORMED VRESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEL/MASONRY STR.STIWELDING — OTHER STR.STIBOLTING ITEMS INSPECTED — FOUNDATIONS FOOTINGS w SLAB ` AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS ji AL IS -- — BEAMS (4) (AREAS) r 1 a 41 PekSe /4 1- z E'en t 1 N c RA.- h p u) wok 1 I t-•o v5e ► H (= \ \ - c1 04./ 1 w e `,4 wu I 1 * sett I I 4O:Jv LVCA1 (5) CONCRETE/MASONRY MIX NO, 7 «/ 08 5- DESIGN STRENGTH (Pc) 3 ° D v SUPPLIER Cm-CA S" C 4.- TOTAL CU. YD. PLACED /1 SLUMP (INCHES) 6..-- � SPECIMENS CAST 5 a. ' /xZ / AIR CONTENT ( %) SEE CYLINDER REPORT NO. WS YES _NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: jca( Y j itcly.A. ,acrOr' /Z 55 ✓ U. v/ l¢ • f2 y j / / He/ { /.& t! CGK so / dc-L J Cc S API to he- . Ci4` -4_4 - eaas COPIES TO: 5 • 8D FORM NO. CTL-89.1 INSPECTOR: a 1K,o FIELD REP. SIGNED: LP CASCADE TESTINk, LABORATORY, INC. 3 1 TESTING & INSPECTION / ENGINEERS PREVIOUS 9 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 90034 (206) 823 -9800 EVERETT (206) 259 -0817 - DATE I 2:7fril CERT. NO. q-7 c.i- 27 ,�(( ,l �� j TO: - 1 — A / Y /V L ! ' / PROD CT CaS 2ade-_. Gv a I-a l., — LOCATION ` n _ t,/ p.,/ 03 Z H' Cne_ G / U kw 1 tii w A BLDG. PERMIT NO. 096- c'Ilb` OWNER f �^ , M(� T ER.. •.....__ ... - ccudy TEMP. AT 74.21A 1A 3z r,ATPM ENGINEER R / c$1-4 gi l4-I,/ DS5A1 ATTN: ARCHITECT K U R i R i TEA./SEA/ Asa... CONTRACTOR ,.r,de(AIA/ Z& -r: (2) INSPECTION PERFORMED _ RESTEEUCONGEEIr _ RESTEELONLY _ RESTEEUMASONRY _ STR.ST/WELDING — OTHER — STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS LAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS LS BEAMS — LOCATION (AREAS) D6c"R tore U41" �'- tf (5) Y MIX NO. DESIGN STRENGTH (t'c) SUPPLIER TOTAL CU. YD. PLACED ! , �{ SLUMP (INCHES) . AIM l SPECIMENS CAST 4 AIR CONTENT ( %) SEE CYLINDER REPORT NO. i YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. LS — 1 , _ REMARKS' 1�1S�ec,L2d //tJeci-ipil of , owe /1/rr ""pnx.7,,G'a / n S C%ril / D rl of , 4" rl S&L. C? I ? , , C n GrL° %vv ►' S / s / n G v rn f /l a ,i z c j �,- S n-e c4/ r --C,� 511P01- LS--/ 5ec_4(Pi) / - /, Re-571-676_-:1 a,- I o, c_ c� _ Fh- /G n ` �:_ 1. � i COPIES TO: �` ?i3 INSPECTOR: INSPECTOR: FI EL s► EP RT sin /4pm 4.-1"-'' !i 1C1°7 • Iii �,?'olENT .."'. L 110 CASCADE TESTINC.3 LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS a 1 27 9 12919 N.E. 126TH PLACE • REPORT No. No. KIRKLAND, WASHINGTON 98034 (206) 823.9800 EVERETT (206) 259.0817 TTE 97 1 CEtu. NO. q —101 - 29 TCrtiri2r Etelcis Pr: 315 P ECT co1/4.9._ co‘jeros LOCATION r‘ i 1 23Q:----Hnbeter ParViLd. Pa ) L O MA) e; 1 ■-r)ctii OA 4' c285UJ (b% .111.00. PERMIT NO. — 0 1 (0. 'IOVNER CoTattp CZYChIFOrn ---.cSatA_CLIA ) 6--* q ROOT-7 'INEADiga ... _ -- ---' _Let 06,5 TEMP. AT AM AT PM SINL cd lAud cloy. q_Asstc, ATTN: CriC , ARCHITECT 62A(152--A Y\ SIC. . ' CONTRACTOR , .5:51 /1 n On (2) INSPECTION PERFORMED RESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONR STR.ST/WELDING OTHE - STR.STIBOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB AUGER CAST PILES 7 DRILLED PIERS COLUMNS — WALLS \,) Frii-9 ci1ds BEAMS \ — (4) 44' LOCATION (AREAS) • (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT (%) SEE CYLINDER REPORT NO NIYES NO ITEMS INSPECTED WEE IN CONFORMANCE WITH BLDG. DEPT. APPROVED SET NO. . cLANS, t t A KsOn s .41\ier r7s2_ ftic cix& RE_S?a15-4 lore8 e-r s • ito it)Frct, Dv-CN • . it. ai tA4 A 5cbn j &\e • o Cry-i-rauty- nt)-• -4/sNo,_ alow. fk Neks AGA wak.gol cove_e L ywk, (cp. COPIES TO: cP-13 JG,./Lia INCgiCT FIELD REPORT. SIGNED, 0 TT ` • CASCADE TESTI TESTING &INSPECTION 12919 N.E. 126TH PLACE LABORATORY, INC. I�GINEERS PREVIOUS 91 2 5 5 REPORT No. No. KIRKLAND. WASHINGTON 98034 (206) 823 -9800 EVERETT (206) 259-0817 DATE ' (_ w 1 1 (1 CERT. N -iOf _ a C�(°°� TO P JE-C_TT7 Pt� .7WM W ti,i9 3 LOCATION - BLDG. PERMIT NO. \ OWNER y WEATHER __ -• TEMP. AT AM c e._ 3 AT PM ENGINEER ATTN: ARCHITECT CONTRACTOR (2) INSPECTION PERFORMED RESTEEL/CONCRETE RESTEELONLY RESTEELJMASONRY _ STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES COLUMNS — DRILLED PIERS WALLS — BEAMS — — 1l LOCATION (AREAS) `I j11-0— killi \I ` W lIL I.9 1.2- 0� O\ c, i" ( ASQCk C-a /s— I) (5) CONCRETEIMASONRY MIX NO. DESIGN STRENGT (Pc) SUPPLIER TOTAL CU. YD. LACED SLUMP (INCHES) SPECIMENS AST AIR CONTENT ( %) SEE CYLI DER REPORT NO. \\1_YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ REMARKS: �� l.c\�pf� I -qf i a4o-NA. spa °K (;-r) wig 6w/toted e Stdoel }:. f.. ;•i i i 1.1 1 q-! COPIES TO: 'HELD FIELD REP SIGNED: 1. 1 g;.0,45V.1:111. YI PSCI3AIBD HUDSON & it3OCIATES, INC. JO° CONSULTING ENGINEERS SHEET NO. OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE SEATTLE, WASHINGTON 98122 206- 324 -6160 c.0 LJ r.1 S cD/_rs►t E=1 Q- 1M RECEIVED CITY OF TUKWILA NOW: DEC 2 41996 PERMIT CENTER . fs :MA�1G(%b 4Y111?.tiYii:AYA i?XC!:EI:]!:ib'.(xtYii+ -T ii+.�: Y�nMr.�:ei�' f:•ti'!!(fri;LYiY:i�C'ni }r ix + iii! : imVsrl:?.) tvrA itt areFi'k'y!Enr.2a'D..ri::ntwrza t+�•r,ltp. `.., i:S:�:ltilw . rtriacc-., r: rhasxtiAxya�tcv!...+;l it.!( aze%•P?',+arvavt:a'srnmocaaae RICHARD HUDSON & 30CIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 .ros SHEET NO OF CALCULATED OY DATE 12_-11 -9 L J,•Nrte ?, TI c X17 oPf• inic,1 ._._ikr . WALL __LpgcIN4.7.... %)zc% _._ .._ D TZsr -�P . D / FItMeL. - o1N'7 C:cNiiii2'j�ow To ?0RwA� `"' ZS x'xsli L 44 bc;' /2. KIEWW C1Nopv r.. }ET 4e. SIDS (Aruoev__ EXIST, 01044(.1 h I � � C0i4c E1 .. i J.A.1-L _ - -F ►� D0 - -LEva-rn s et' QI.A Q e s z . a . 7 2 ( 1 1 . . 4 . 1 .a =... WrLL ISX.41 trie? C. ItZ • • RICHARD HUDSON & AC 3CIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE. WASHINGTON 98122 206-324-6160 r.,..Ati**ttel.kr,...et4ro,ttzurnirprImov=rutreili4L-ift.rzsm..1.,,groms,•;_wcitenfor jos __4.hifriL6rrr^*" SHEET NO. 21. CALCULATED SY C. ILI II OF DATE 11.- IS-ct Pall'er-uz LI? _ . . .t • S PO' 55 P Mu: 190 L.L.: as rsr 27 s-- FLr - Isp • i *I \Nikko + Otilm L1 +117..,__$koCb3 • 5 - . f--- 1 ___,1. , --- --- -_ _ _ __ f _ . Ts aKe+1‘11(4. (r■-1- C1,2 "-rS. can Ts webc_341(4. _ _ _ tic-it 1 u-b-ra ?LP- s _ • _ 1, 4i=" ' 200- oNIM. . icato A,f . 5./1!;; ctt, CpcP. 0 0011.____ LOA:). INOC.4-710A1 a • COI4NicZ.Tc 61- 41' moo( _ 060t31-E. Iseq V. 414.11 4: 14,',1 0:3 r, 7.;✓. P;: gal iu�. '`5ZiSAaWICYPS15Rwrti4Z, nrso "me twc.+amrnrsttn.c ^ .: ro�sauactrwaornrtxr.+ st:+: ra! vrrrtia5z' u• ITY5cftmtwv !iu't +ves¢mc+n+emor+rrrr RICHARD HUDSON 8e A DCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE. WASHINGTON 98122 206 - 324 -6160 JOB •+NN$ " . J. SHEET NO. 7 CALCULATED BY G, 1 OF DATE 12 13 el1J Cplu c Q" '4, teck -Xi STIN4 CA(4wP1 \ ' • 11�,cz4 era.B Dag., • Rcratioqc (g) (A"" e7 -- . - F'�scrr� isk S P ^Ni 14! uv = ? C3'S> t4O I � PI. F X70 10 t -44.74 s /1c way 10.3 rLF. P= C 14r= = 1450 10 x(Z (4: `c k- . 3,9 2'IZ, 17' 01D fl , ;o ..� 14 1� ' .125 38, Coo. 10.E, 144 7 qi 11,4 >10.8�N_._ok QQ - ' 11 cftcli \n1 'el. 11 -!a, 17.4i" o k 8 .7 Ik. I PVISsa 10. s ►�s�. use. '8 ct ,QLLow = I'Z k.t P s 4 likawraAvAtm 'n•1 < a eziar 7J, .s•. RICHARD HUDSON & ICIOCIATES, INC. CONSULTING ENGTNEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 JOB SHEET NO CALCULATED ay C..�11 OF DATE VeritcAL Le, . OF PAA tI - S . RD or (i C2 .5 -14 !a- 9i _b P,..r IZ 8(Z = 38 11 -(vu vr_. Go1..!Eutv(j�:J) 1 Ci+�c k_ CI 2:646147 . ;, 1 2 : ks 1 ' ' I 1 i Fiv ' .___51$1_____ ! � j t L I t DETACH TO DISPLAY CERTIFICATE re✓ ✓v. ✓ Ishii /VvvvVvw ✓Wii�Y✓Wssi vwwvvw-ze ;/St /WW:A�/./W ✓vs.444 ✓i✓ ✓4vy�,isi ✓✓���IS� ✓✓ /ii�i�.i�ii.� Wv.".�iii vt../V i''W DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED Bl �R � ST 1(3N; •U ,R:�-';:i: PI AA [�[�. .1. _ ..RAC .A j•�� ^•a� aL. a.','• 'jli•w..•:i4 At"l:Y'i'',l4•r. k... ti' ..�,..: '1.��'7• � :tr.r .3.�, �, .. t.�3^. •k �;r' ?r` •'r'.nv- :..r,?q:•.i -: - ' ^�'• ..'.Ike • �_!.. 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L., • t.tt, Y•ta., M a..• 4 r..•. e•te.l r.tlo, pe•er.�ea • 411e.6t ,est..t.y•. •••1 ce.•er of s.N f .•,n. tot It lawn. • •Yw•do• V ,Irr ,.• *wt. t.^ wf solo e...f....l tot I . elan... M e!1.M f.1 tle'•.• t 7101, •'v li . C!-. *. of 1,010.•° lost to toe If.e MM1 M a•.O..tp1 1 alsllso S OT•SI ". °• . 0:MAP d 773.2S feat A ta• n *tlwtr • ✓• /w M 5•vea Sar..lt tllettee .ytta.IT .I•so ••• • ■••M•IT •Ipso • C.. to w .tf,. °r M AM ww • 00•z 0'o 0 YAM* • ••lt.• M 27.00 tat. .• < 11,awa e e• E•.M Nat. a .ya • ea•tr.9 •pN .t I•2••31 . awat • ••••t'•.. v 'toy wN N•tMr1T am,M . O....e of 12o.0 fat 1 at —� _ .••+� 4 Oa r1a14 rolae • r•et,n of .1.0 teat. ea oft Mae.* d ..0 tsar two, • o • c•le .solo sf *••∎ •••- Os Oa e••a IP, . M a..aea.• 0. vest, Woe• E 01 ,1.”. [ •ISp solo •••■ er,l.. s •t..a d *et. owlet • •M1.2'^ 1 • Ass... of 113.00 Nut to sr tower ..t.l of 4nw IMe# ,,.13Y., woos Aso. sops* to .p rams +t M w.ttw! r.el litNl eW IM .•.rtn /71.11 /pf .f too .0 21.07 teat *awe.. t ?t••r Ml• •• •■•••••1 }•. .N l otto• oaf the Iran 1St. tot ..r ta• upon ta.00 foot .I.ereof. 111' -4 fa at4 W•ST 4 ' ,OT PLAN $ QOOF PLAN E,JILD11141 TYPE 2IL 1 HR.- SPRIMKLEILEO D4J1LDtNG OCO.JPARICY - F2. TOTAL LOT .11I14A TOTAL QL06. AIWA a 45,0.0 sg.sT. •CT GOVERA S a 41150aTe • 2•NPt®VE ►S - <® PARKING •ROVtMO 42 La4Ct•1D #K1.16••• M OaTwll. .• se SagaT **ma ot, ea *ow.. I boo; o N1.16, 03sOa *tar ` g= wee. Lapo ..�.� � eet•e NTI +• e•.T.ve.e 4YR 011 im,21' .+woes Csso001) .1.e6 (fl pat so) 2 17, EA a L Q 3 3 6 W U 0 X 0 1 /�.RCHITECTS AND ASSOCIATES a m FL®Qfi` i=LAN a 12 FILE COPY tl `.1l ■I,P approvals are err- anr' - ,. �„f approval of ;Old -, - :10e, ,o1 ,t1111(r z II'!, 1'olatlon of any I on, "r orb a , Receipt of Con - I�, � ;VUrr,V - ns acknoowledged . y r� rs, P.'. SEPARATE PERMIT REQUIRED FOR: r ECHANICAL LECTRICAL Sj PLUMBING %GAD PIPING CITY OF TUKWILA CJILDING DIVISION EXPIRED 1VlD tti -E Y 4W f- > o a Qz�l,rt U ° U- RECEIVED CITY OF TUKWILS DEC ? 1996 PERMIT CENTER PERMIT CENTER 0 1 LINE OF CANOPY ASV. TO REMAIN 1 NEW GONG. CURB NEW CONC. PANEL - 4 LANDSCAPING SEE STRICT. D FOR ADD'L INFO. t SPRINKLER SUPPLY LINE 3" ASV. WALL FIG. - -NEW 36" HIGH AF.G. 8" THICK CONC. R$TAINING WALL - SEE STRICT. DWGB. FOR ADD'L UFO. LNEW 3" ASPHALT RAMP 0/ 86" MINUS GLEAN COMPACTED GRAVEL�� SAWCUT 4 REMOVE EXIST. ASPHALT IN THIS AREA BEFORE GRADING FOR NEW RAMP- SEE OPTION OPTION: (RAMP) 6" THICK CONC. SLAB W/ ••4 REBAR • 12" O.G. EA WAY- VERIFY W/ GENERAL ALIGN BOTTOM OF CONTRACTOR RAMP W/ THE END OF EXIST. BLDG.- PATCH EXIST. ASPHALT AS NEEDED SLOPE ABPH4T DOWN & E% NEW CAST -IN -PLACE IS" HIGH CONC. CURB SAWCUT NEW 3' -4 "x 6' -I0" OPNIG IN EXIST. CONC. PANEL- NEW 3'- 0 "x6' -8" HM. DOOR NEW LOCATION FOR ELECT. METER LO 2% EXISTING EsATI-ROOM EXISTING 5ATI -IROO INFILL EXIST. OPN'G W/ CONC. REMOVE EXIST. OVERHEAD DOOR, HARDWARE 4 TRACK INTERIOR 4 EXTERIOR REMOVE EXIST. DOCK LEVELER HARDWARE 4 ELECTRICAL- INFILL W/ SAND, COMPACT 4 POUR NEW 6" CONC. SLAB - SEE STRICT. DWG.9 FOR ADDL. INFORMATION NEW 3 "4 BOLLARD REMOVE EXIST. EiOLLARDB REMOVE EXIST. CONC. PANEL AS REQ'D- SEE BTRUCT. DUMB. FOR ADDL INFO. REMOVE EXIST. OVERHEAD DOOR HARDWARE 4 TRACK INTERIOR 4 EXTERIOR REMOVE EXIST. DOCK LEVELER HARDWARE 4 ELECTRICAL- INFILL W/ BAND, COMPACT 4 POUR NEW 6" CONC. BLAB- SEE STRICT. DWl'a8 FOR ADM INFORMATION RELOCATE EXIST. ELECT. METER 1 1 REMOVE EXIST. DOOR t HARDWARE BACK FILL AREA W/ SAND- COMPACT POUR NEW 4" CONC. EL MOVE EXIST. HAND RAIL- J EXISTING OFFICES EXIST. CONC. MIIMe LEGEND NEW CONC. WALL 1 ',JEW CONC. SLAB EXIST. WALL NEW ASPHALT AREA OIF WORK UNDER THIS TENANT IMPROVEMENT PERMIT SUBMITItAL VED CITY RE OF CEI TUKWILA OE( 19% PERMIT CENTER FLOOR FLAN SCALE: I/4" I' -m" 0 3833 REGISTERED ARCHITECT KUR STATE OFIYASHINGTON z OVERHEAD DOOR PERMIT SUBMITTAL 11111011111 DRAWN: CHECK: JOB NO: Ps DR jZN NE �r I I o c�Q E (1) a ZE 1 111 Z • 0_ t F-8 O z (l) 1- TUKW I L A, WASH INCTON SHEET: I -2.21 OF: 02 SHEETS NEW 2 "0 GALV. MIL. DOWNSPOUT- TO TO MATCH EXIST. EXIST. CANOPY TO REMAN Ib' -S"- VERIFY W/ STRICT. OSCALE: 1/4" = 1' -0" G EXIST. PANEL JOINT NEW CANOPY- SEE STRUCT. DU1G8. FOR ADM- INFO. AIX MEP EXT. ELEV4TION EXTERIOR REMOVE EXIST. CANOPY M AREA OF NEW OPNYa NEW 14' 0"x 14-0" OVERHEAD DOOR SAWCUT NEW rq" CHAFFER SEALANT EA SIDE SHIM SPACE EXTERIOR EXIST. CANOPY TO WMAIN NEW CANOPY - SEE STRUCT. DUGS. FOR ADD'_ INFO. INTERIOR INTERIOR WEA STRIPPING HM. DOOR 4 FRAME GROUT FRAME SOLID, PAINT EXIST. CONC. PANEL l—LM. DOOR JAMS 3 8.110.024 EXIST. CONC. PANEL SAWCUT NEW .4" CHAMFER SHIM SPACE SEALANT EA SIDE HM. DOOR 4 FRAME GROUT FRAME °..OLIO PAINT COLOR M FULL WEATHER STRIPPNG METAL DRIP TO, PROTECT FRAME , N.M. DOOR -6EAD 3"= I' 0'1 8.110.012 ROOF PLAN SCALE: 1/4" = I' -0" EXIST. CONC. PANEL DOOR TRA[X- VERIFY TYPE W/ GENERAL CONTRACTOR- INSTALL PER MANUFACTURERS RECOMMENDATIONS SAWCUT .4" CHAMFER SECTIONAL ON. DOOR W/ HEAD WEATHER SEAL SAWCUT I /4 "x I/4" CONT. DRIP O.N. DOOR HEAD 1- 1/2 " =1' -0" u M. T'+--�RES4OLD 3 " =14!-0" 8.110.033 8 360.010 OVERHEAD DOOR CONC. WALL BEYOND VNYL WEATHER STRIPPING DOOR SILL 1- 1/2 " =1' -0" 8360031 I SLOPE 2 "e ROOF DRAIN- RUN C ANSPOUT ONTO CANOPY ROOF BELOW BUILT -UP ROOFING 0/ 2" RIGID INSUL 0/ METAL DECKNG PER STRUCT. DUGS. NEW F EER CANT W/ GALV. MTL. FLAS44 / O.I-4. DOOR JAMB 3" I...011 8360,022 CONC. CURB U/ BROOM FIN. REBAR 1, P F pfi 15" EXP. JT. TRUCK CURB 1- 1/2 " =1' -0" H a if O a l7 ry Y Q 4 M DRAWN: PS CHECK: DR JOB NO: -1996 RECEIVED CITY OF TUKWLLA BONDING AGgSlt R !.I 1996 PERMIT CENTER F996P01 4-31I OF 02 SHEETS 16' -10" 2' -10" s� CURB RE: ARCH. T- 1 CONCRETE % INFILL G I/ 1 SAW 'JT o 3'0"xC7'0" DOOR OPENING NEW RAMP G -1 4B -1 CURB RE: ARCH. RETAINING WALL %I/ ///////.%1 CONCRETE INFILL DOCK LEVELERS TO BE FILLED J ` PARTIAL ELEVATION k DOCK LEVELERS TO BE 'FILLED 1 PARTIAL FOUNDATION PLAN SCALE: 1/4" = 1' -0" 1' -8" II- �i 11-1 CONCRETE CURB RE: ARCH. -0" !I II; IL II T PANEL WALL EXISTING FOOTING SECTION A -1 SCALE: 3/4" = 1' -0" EXISTING PANEL #5x2' -6" DOWEL 0 18 "OC SET IN 3/4"0x5" HOLE W /EPDXY (TYPICAL) CONCRETE INFILL #5 ® 18 "OC EA. WAY NEW RAMP #5x2' -6" DOWEL 18 "OC SET IN EPDXY COMPACTED FILL EXISTING ROOF FRAMING T.S. 8x4x31s COL. L 4x4x1/2 x 1' -0" W/2 -3/4"0 M.B. EA. SIDE L 4x4x315 x 0' -4" W/3/4"0 EXP. BOLT FILL IN DOCK LEVELER L 4z4z446 z 0'- 4 "----'r" W /3/4''0 EXP. BOLT EA. SIDE 8x4x313 PERMIT SUBMITTAL " .0, II EXISTING PANEL JOINT & CONNECTIONS CANOPY /FAR SIDE - L8 T.S. STRONG BACK D -1 NEW CANOPY - - - r- W F 6 D .\-- C12 FAR SIDE CUT CANOPY e i 8 - SAW CUT NEW �14'- 0 "z14' -0" OPENING G -1 SAW CUT �♦♦♦♦♦• 1 1..♦♦♦♦♦♦♦. �1 ■ ' . • • q 1 ��4 I ♦��♦♦♦' �� ♦♦� 1 .-♦-♦-♦-�-. Y tl Q OISTING OPENINGS CONCRETE INFILL ��...�AMU ►.•.4.•.•. / 2 #4 HORIZ. 8" CONCRETE CURB #3 0 18 "OC ASPH ALT RE: ARCH. 21/2" 7., 2Y' 3'a" STIFFENER PARTIAL ELEVATION 3" C12 EXISTING PLYWOOD 3/4" STIFFENER DETAIL CC FINISH RE: ARCH. 21/2x18GA. STUDS ® 24 "OC L 6x4x3 (LLV) CONT. W /f2 Wsx2 x 0' -4" ® 24 "OC 1/4 (L TO WF EXISTING PANEL \\__ EXISTING PURLIN BEYOND Y4' END re DETAIL CC C GENERAL NOTE ) 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE UNIFORM BUILDING CODE (1994 EDITION). 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR THE BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE W11TH THE PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 5. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 7. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 8. SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 9. ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED BY THE ENGINEER OF RECORD, THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. DRAWNGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER I5 RESPONSIBLE FOR CODE CONFORMANCE. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO REVIEW BY ENGINEER. L 4x4xW6 x 0' -4" W/Y4 "0 EXP. BOLT EA. SIDE OF T.S. COL. �— T.S. 8x4 COL. SECTION B -1 SCALE: Y4" = 1' -0" T.S. COL. RE: C -1 HASE 12 RE: C -1 5" CONCRETE SLAB ! W / #3 @ 18 "OC EA. WAY , 7— E -1 • COMPACTED FILL SECTION E -1 SCALE: 3'4" = 1' -0" ®#5x2' -6OC " DOWEL 8 " SAW CUT EXISTING SLAB BREAK OUT CORNER & REMOVE L DOCK LEVELER PIT TO BE FILLED IN. EXISTING FASCIA & L TOPP & BOTTOM W 10x15 Y4V (L TO WF' L 3x3xY4 CONT. W /f2 45.2 x 0' -3" 2 #6 SCREWS TYPICAL C 12x25 CONT. - L 4x4xY2 x 1' -0" W/2 -1/2"0 M.B. EA. SIDE `X16 ,— BASE ID 3'ax8 x 1' -0" W/2 -3/4"0 EXP. BOLTS RE: D -1 & F -1 FOR LOWER SECTION ® SIM. SECTION SECTION C -1 SCALE: 34" = 1' -0" 12 W 10x15 FOR CANOPY RE C -1 1/2x9 x 1' -4" W /4 -W % "0 M.B. 4.`1, "k j92 SE C--4‘ I w/ 2-T /g4o h,e. Q:.- /C PAVING ® RAMP NEW CANOPY BEAM -W 8x13 SLOPE & ELEVATION TO MATCH. EXISTING SECTION F-1 SCALE: 3'4" = 1' -0" COMPACTED FILL PANEL METAL DECK 7/a "0 EXP. BOLTS 0 32 "OC C12 SAW CUT PANEL TO BE REMOVED SECTION D -1 SCALE: 3'4" = 1' -0" 2 - #5 5" CONCRETE W / #3 ® 18 "00 EA. WAY #5x2' -6" DOWEL 0 18 "OC SAW CUT EXISTING SLAB 8" CONCRETE W / #5 © 18'0C EA. WAY #5x2' -6" DOWELS 0 18 "OC u7 SECTION G -1 SCALE: 3'4" = 1' -0" BREAK OUT CORNER & REMOVE L DOCK LEVELER PIT TO BE FILLED IN. CODE: UNIFORM BUILDING CODE, 1994 LIVE LOADS: ROOF....25 PSF SEISMIC ZONE 3 WIND...80 MPH, EXPOSURE B FOUNDATIONS FOUNDATION DESIGN ASSUMED 2000 PSF SOIL BEARING. CONTRACTOR TO VERIFY CAPACITY OF SOIL FOR ALL FOOTING EXCAVATIONS PRIOR TO POURING CONCRETE. FILLS TO BE COMPACTED TO 950 MODIFIED PROCTOR PER ASTM D -1557. ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. CONCRETE: f'c = 3000 psi MAX. SLUMP = 3" PLUS OR MINUS 1" MINIMUM 5 SACKS CEMENT PER CU. YAR') MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE 0 _EASE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL ALL REINFORCEMENT SHALL CONFORM TU ASTM A615 EXCEPT AS NOTED FOR WELDED REBAR. SLAB DOWELS SHALL BE GRADE 40 (fy = 40,000 psi). OTHER REINFORCING SHALL BE GRADE 60 (fy= 60,000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETER IN CONCRETE, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI DETAILING MANUAL. COVER TO REINFORCEMENT TO BE FOOTINGS 3 INCHES FORMED SURFACES -- WEATHER FACE ..... ..1 1/2 INCHES INTERIOR FACE 3/4 INCHES EARTH FACE2 INCHES STRUCTURAL STEEL: TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B (fy = 46,000 psi). ROLLED STEEL SHAPES SHALL CONFORM TO ASTM A -36 (fy = 36, 000 psi). WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W.A.B.O. CERTIFIED WELDERS. USE FRESH E70 ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL. MACHINE BOLTS TO BE A -307. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH RISC FABRICATIQDLWNQ_FRFCTION SPECIFICATION AND CODE OF STANDARD CURRENT EDITION. STEEL DECKING: ROOF DECK SHALL BE GALVANIZED 1 1/2" x 22 GAUGE, TYPE B STEEL DECK (MIN. 1 =.183 in4 /FT., S =.206 in3 /FT.). THE DECK AND ACCESSORIES SHALL BE FORMED FROM SHEETS CONFORMING TO ASTM A611, GRADE C. OR ASTM A446, GRADE A SPECIFICATION. THE DECK SHALL BE ATTACHED TO SUPPORTS WITH 5 -5/8" DIA. PUDDLE WELDS PER SHEET WIDTH, AND #12 TEKS SCREWS AT SIDE SEAMS. INSPECTIONS: AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT CONCRETE, REBAR, MASONRY AND WELDING AS FOLLOWS (UNLESS MORE STRINGENT REQUIREMENTS APPEAR IN THE ARCHITECTURAL SPECIFICATIONS): CONCRETE - INSPECT REBAR PLACEMENT PRIOR TO POURING. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. TAKE 3 CYLINDERS FOR EACH TEST. TEST CYLINDERS AT 7 AND 28 DAYS. HOLD 3RD CYLINDER FOR FURTHER TESTING, IF REQUIRED. ANCHOR BOLTS - INSPECT PLACEMENT PRIOR TO POURING CONCRETE. EXPANSION BOLTS - PROVIDE TORQUE TESTING PER MANUFACTURER SPECIFICATIONS FOR ALL EXPANSION BOLTS. VERIFY SPECIFIED LENGTH AND DIAMETER OF BOLTS. WELDING -CHECK QUALIFICATIONS OF WELDERS AT THE START OF WORK AND MAKE VISUAL INSPECTION OF ALL FIELD WELDING. SPECIAL CONDITIONS: CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. O F 0 U 0 IA PERMIT SUBMITTAL W F 6 D m 0 I N Y tl Q DRAWN: CHECK: JOB NO: MIKE .. C1— UCK 9668 O N CO 0 N 0 RECEIVD CITY OF TUEKWILA DEC ti 'I 1996 PERMIT CENTER NININE CC w z z 8c SECTIONS Z nJ 0 LL TEL. (208) 324 -8180 FAX (208) 324 -8248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1805 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 SHEET: OF: 1 SHEETS