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HomeMy WebLinkAboutPermit D01-166 - CARPENTER & ASSOCIATES - RAMPCARPENTER & ASSOC. 1131 ANDOVER PK W D01 -166 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • "I'crkwila, Washington '2 ( 3/8 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 022310 -0099 Address: 1131 ANDOVER PK W Suite No: Location: Category: AWSE Type: DEVPERM Zoning: Const Type: Occupancy: WAREHOUSE Gas /Elec.: UBC: 1997 Units: 000 Fire Protection: NONE Setbacks: North: .0 South: .0 East: .0 West: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Streams: Contractor License No: RMILLCI190L5 OCCUPANT CARPENTER & ASSOCIATES Phone: 1131 ANDOVER PK W, TUKWILA WA 98138 OWNER TRI -LAND CORPORATION 1325 4 AV, SUITE 1940, SEATTLE WA 98101 CONTACT IRINA THOMPSON Phone: 206 - 624 -3210 603 STEWART ST, SUITE 707, SEATTLE WA 98101 CONTRACTOR R MILLER CONSTRUCTION Phone: 206 583 -0238 146 THIRD AVENUE SOUTH, EDMONDS WA 98020 * * **** *** * ** * *kk**** **k *** * * * *k* k k **** *k *kk *k *k* k k ** k kk*kkkk * **k kkk * ** k *kkkk k Permit Description: TENANT IMPROVEMENT - MODIFYING OF AN EXISTING RAMP. *** ** * * * ** *k * * * * * *kk* * * *k *kkk* *k * * * * *kk kkkk *k *kk *kkkk*k*kkkkkkkkkk *kkk *kkkkk* * *k *kkk Construction Valuation: $ 10,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N k * * * * * * * ** **** *k * * ** * * * *k ** * *k *kkkk *k * * * * * * *k * *k4k * *Akkkk ** *kkkkk* * * * ** *kkkkk ** *kkkk TOTAL DEVELOPMENT PERMIT FEES: $ • 303.56 *** k**** * *k * * * * * *k *k * *k * ** * * * * * * * *4 *k A** k********* kkkA *kA**kkk* * *k * **kkkkk**kk *k *k Permit Center Authorized Signature: ' _Y__& 't -�_1j l_'t_Lr . Signature: Prin .me:__ DEVELOPMENT PERMIT Permit No: D01 -166 Status: ISSUED Issued: 06/14/2001 Expires: 12/11/2001 Public: N (206) 431 -3670 I hereby certify that I have read/an'd examined this permit a d know the same to be true and correct. All pr visions of law and ordinanc s governing this work will be complied with, wh ther specified h6rein 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 perform.r _ am authorized to sign for and obtain this deve1opme Date:_L ti " This permit shall become null and void if the work is not commenced within Jt.O days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. ;'W.41.4t.64.42:4!.0.4rpoattw • Of T,‘: TUt IL Addess: 112:1 PI Suite: Tenant: :,tAtus: 1::,t1t.7[ Type: PEVPERM Parcel 4: 02;'310-00'.'#7 :ss 4 4.4 .4 4 4 k 4 44444, 4 4 k 4 4 4 444444 4 4 4 4 4 4 k k 4 * Permit Conditions: 1 No changes will be niade to •he apl t. :e Engineer •.no the Ttowila 2. When 1..,ecial inspection renne..1 -tther the architect or enQineer shall notif! thl? rt03 Division of appointment ...H the insptin a the first building :nspe:tion. ot zpe:7a iwzpe reports sh,?.11 sotmitted to re Division in a timely mannet Pepo: sha! Pro name, Permit rottr ,N,n0 performep. 3 The special inspector sha!! sobm't a 1 Hn.i c&cc- stating whether the wr.•t r i Jpeci2! to the bo...r.t of the Inspector': with approved plans and sue: r!;t worhuanship provision: of the 4. All construction t' be dr.' in , :cf#: , (,11,11o. - .e with aotie.1 plat and requirements of the Unifli ?tfiLi)9 Edition/ ec: amended. Unif 1ech:0 tode t1S)9 and Washington ':,tate Energ 5. Notify the City •• Ti ViNi!A bui!‘Hni 17o placing an:. concrete, ococeow- Li. in .A06't:.::1 requirements for special lispection. 6. Validity of Permit. rh.. is.:uanoe of plans, specifications, and computations zJiall hct ho trued to be a Permit for, or an AOU.COV,0 of. of any of the provisions of the buill) other ordinance it the iucisJiction. No pei*wt to give authority to violate or :r code shall be v1 t. 7. All permit, inspecton recor6s. and app plans sha.1! ve ay:01We 3t the ;ob site pr 1:;: !:0 the stait of a'.% :F.truction. These locuments 3:t? L"2 able until final inspection approval is grahte 3. All structural concrete shall be spen7ial inspected Sec . 306'. a)1 ) . 1 hereby certify that 1 i'o.ive thE-se aoo with theM as outline 411 1.1;,: i,7ow this worl'. will be complied t. i^hethe' soecifit The granting of this pe;‘mit doe': f)ot taztfwl yio1ate or cancel the prco,isions atl reQulatinQ ormace ,„.„ (----, itmature. ......_ ....-- ...-- ...„- ...- ,..-- __,... - Project Name/Tenant: le FEAp � g r4-s�vC/ -7 S Value of Construction d, .., lc) c..),..., c..),..., 5 i If yes, extent of change: (Attach additional sheet if necessary) Site Address: t;✓. Ettot'1.5.a 293 //3! h City State/Zip: PA wE-S7 TtI wtt.. 14/ r4 44 /88 Tax Parcel Number: 02. to oop2_ Property Owner 1 2-5 s 4 4 P - >R.7W E S III /' Area of Construction: (sq. ft.) irk/ S f bit R4-itf Phone: CLcGJ 6z4 --I{ 4 - e'1 Street Address: /2-5- .4 -L1 .A-ve, . t 'r& # /4. 1 k174 City State/Zip: 9 800 ( Fax #: (zu6 -.- 5 -0/ Contractor: R . M I LLP. k CONS rR OaT /L4/ Phone:( 5g 3 - G 2.3 .l Street Address: On State/Zip: /4/ 3 r A Ile_. S Fdrnvhcis � 'D 2 0 Fax #: Architect: fx.18 ,o il - -�- RAI_ 6 Phone: (we) 6Z4'32_ / C- Street Address: Safe- St te/Zi 6C 3 Sf'ew,,trf -S ly Safe- # ria1 gP -ATTL, lam 0/ / Fax #: � /, Gz4 _ .52-4.3 Engineer: Phone: Street Address: City State/Zip: Fax #: Contact Person: �1�.fP� >� = #ITGT!/RC 4 L C'?'p{'•GVP I 7>� 20 6 6 2_,4 -- 2_/(-; i f 3 Street Address: City State/Zip: Fax #: Description of work to be done: 7 - EN4_X 7 /, pRc? vE MaT . / /lC /p(N'c OA- A-4/ Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family Et Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School/College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family 0 ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ Schoot/Cottege/University ❑ Other Will there be a change of use? ❑ yes Q i no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes © no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm Q none ❑ other (specify) Budding Square Feet: ,a ,8 44 0 existing Area of Construction: (sq. ft.) irk/ S f bit R4-itf Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on se • arate 8 112 X 11 • a • er indicatin • • uantities & Material Salet Data Sheets CITY OF TU, NILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project Number: Permit Number: Do /p /`6 Commercial / Multi-Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Date application accepted: CTPERMIT.DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: ( Additional reviews ma be determined by the Public Works Department) ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ,, . nc.:+ t.! Sn+.J 1" igU'! ti' l! k. "it'O,S�"..'t::"':b•Y n rkv iv. .. l� "+.d?rv.rw+nne. vr...... Date application expires: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only 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 tee 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. Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION: FORM BUILDING OWNER OR AUTHORIZED AGENT: s• Signature: r��iirt- < < `�' v L �� `C c yt Phone: c't) DateA �1. e 2/ A c' it -- z,, ft' Fax #: Print na i R ( N4 _( 'H O A,{ P'5_; < _ /ti Address 6 ?, _,T CL', -` % -ST , ,s�(i f e.: : y` City /State /Zip 1,... . ',./1,/q:" (k_7/ j�(L ALL COMMERCIAUMULTI -FA Y TENANT IMPROVEMENT /ALTERATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ➢ ALLfbeigni 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). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) z 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of = H those, identify by size and species which are to be removed and saved w 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change cc 2 of use only) � 0 11. Location and gross floor area of existing structure with dimensions and setback u) 0 12. Lowest finished floor'elevation (if in flood control zone) w tu 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9 ). W O ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled 2 ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of LL- any hazardous materials; dimensions of proposed tenant space. _ a w ❑ ❑ Vicinity Map showing location of site = z1— ❑ ❑ Rack Storage: if adding new racks or altering existing rack storage, provide a floor plan identifying rack 1.-. O layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of 2 D rack. Structural calculations are required for rack storage eight feet and over. v 0 ❑ El O � Indicate proposed construction of tenant space or addition and walls being demolished 0 w E1 ❑ Construction details I- v ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, Le., roof; size of O z water supply to sprinkler vault with documentation from contractor stating supply line will meet or v cn exceed sprinkler system design criteria as identified by the Fire Department. �. m E3 CI Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Z ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. • ❑ ❑ Food service establishments'require twt1 (2) sets of stamped approved pipri , ttisl e� . )rtig,Founty Department of Public Health prior■to submitting for building permit appllg> ip{f: TOtit4 e p ent of Public Health is located at 201 Smith Tower, Seattle, WA or call (209 296 -787. (Form.H; ja); ;,,!;.; 4 ❑ ❑ Copy oFil silington State Department of Labor•0nd Ipxlgs:tli,esa,>tati-d iCcintractor s License. to' o contractor has been selected at time of applisgtjorl; ;ioolpy of this't ense wit! b requir before the permit is issued OR submit Form H -4, "Affidavit in.**41Contractor Registratidn ". 3 t , OP Inc; - . Building OwneriSthorized Agent If the applicant is other than the owvner registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter item the property owner authorizing tha.agent toleittmitfnii.permit applicatiop 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 THElAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 . ri ********kvvket* C11Y 1,UKWILA, *k************** INANS411 Number Payment Method Permit No Site Addrwts Th1.9 Payment *k************** Account Code 000/322.100 000/345.830 000/386.904 WA IPAN:M11 A***ArritA **********Ak*AAAAW AAkk*AAAA : F10100688 Amount: "40 ( 10:')3 : Notation: PKall C*1 X11) : 1)03-166 - type: 1)1 VI 1 )FV11.0PMF.141 PERMil : 1131 ANDOVUR PK W lotal 303. total All. Pmt.5 .303.'36 Bulanco: ,00 ********************A***kkk****AA***A*****Ork**** Docicript.ion MAI DING - NONRES PLAN CHFCK NONPFS srArF BUILDSNG SURCHARG ....... - ro-rAL Pcoject: A/ /_ d Af` ���, GV, L `Type Ift pio . g : Date c aIIIed:: if 41 Special instructions: Date wanted ) J 1 f a.m. q► -' Requester: j Phon• 6? INSPtCTION RECORL Retain a copy with permit INSPECTION NO. CITY OF TUKV17ILA`BUILDINo DT'MISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 V I Approved per applicable codes. COMMENTS: ti PERMIT NO (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector. & qji- J2 .it - Date: `l 2' C Receipt No: Date: P. Pr. ect: • mi. •• Pr Type of Inspection Ad , ress. S\3 1 �1 Y1 � � sj.1 0 r.- tI Date called: F3 - 9- a 1 Special instructions: Date wanted: a.m. Requester: Phone: COMMENTS: INSPECTION NO. Approved per applicable codes. C tai INSPE ION RECORD rb() 1 _ 1 t Retain a eo with permit PY P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. -t v (IAA -A p Si t 4, CI i L i t t It 41 n uJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: c�— P oject: (, .r T'° . . } } (. .. c . Type of Inspection: t_,tt it"` -I6 4-1 ; r (. ,) rt ( tr Address:' 11 . 31 Alai \1t..r PK, VV Date celled: i I /t 1 Special instructions: 7i ∎ () FM Date antgd: - 1 j /C. i - m`• ReRue`ter: "C Phone: _ Lt1 (1 -c7 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 7k-i9Pfov-e INSPECTION RECORD, Retain a copy with permit Date: 1 (206)431 - 3670,4 A r� u >,•- PERMIT NO. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • roject: ..c •_- . - %. As . T • e of Insp Clio : — 7/ g la - .,,,r i\di : priacN ex IN py. ` Da` 7 ` )i i • / 01 Special instructions: Date anted . "Iii Z - /0l Request r: Phone: r t ; 1 f , ,r• y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ISk Approved per applicable codes. COMMENTS: 5.ecto I INSPECTION RECORD f Retain a copy with permit PERMIT NO. (206)431- Corrections required prior to approval. Dater ` 2 — CV $47.00 REIN9PECTlON FEE RE9U!RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite' 100. Call to schedule reinspection. Receipt No: I Date: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 332 ) -?-& ENGINEER C.A. x .e. ,2.g',z" Hi Slot 1j184) Low 9 q 60 A? A 33 ,z3 to g ,24;.? ,1 r z r .-� ( 13615-a ' Li9 3Q 334 _,� TOTAL C7'f,e, DATE CERT. NO. TIME PROJECT /f et,1.--r • Z:- la . %AIR LOCATION //3 / ,1.v d vL , e. £x Tr, —, .,„„ BLDG. PERMIT NO. AV / — / OWNER TEMC.if 6 0 AT AM AT PM WEATHER � /0‹. ENGINEER C.A. ARCHITECT CONTRACTO , 4 C.A. TRUCK SAMPLED _( Il TRUCK TICKET NO. f L / MIX NO. /.r= TIME SLUMP ASTM C -143 %AIR WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -11064 CONC AIR C.A. r . C.A. s-:•-a— 6o to C.A. Vr " 3e 4 777 1 . /3.771:2 /C 7 FINE AGG. BATCH DATA FOR cu YO DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT f/C FLY ASH C.A. C.A. C.A. Vr " 3e 4 777 1 . /3.771:2 /C 7 FINE AGG. WATER TOTAL C7'f,e, • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT (425) 259.0817 COMPRESSION REPORT u) TO* RECEIVED II TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL. WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/00 COPIES TO' FIELD TEST DATA COMMUNITY UEVELOP`+jEN- ATTN• THE FOLLOWING WAS NOTED: AIR TEST METHOD: ❑ PRESSURE ASTM C•231 OR ❑ VOLUME ASTM C -173 EQUIPMENT USED I.D. SLUMP CONE CSLCOO / L THERMOMETER CCOTHO AIRMETER CCOAIO OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (9) Columnar CONCRETE COMPRESSION MACHINE I.D. #CC00000 ( z SAMPLE PN DATE 7-.24 TEST METHOD C - 32 ADMIX. INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY COMPRESSIVE STRENGTH CAC 12 TM C -1231 / S ❑ ASTM C-617 FIELD REPORT No. CEMENT TYPE SUPPLIER /l/ /i4. AEA PLACEMENT AREA & NOTES o SAMPLING IN ACCORDANCE WITH APPLICABLE CODES & SPECS CU. YARDS PLACED DESIGN STRENGTH 364 , /7 7e, No. 42996 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 30Z ' 7 1 Z.' is 7 11 7 (,&VL - S z7 9 3150 29 4 C.A. ARCHITECT r 1' - 3" f S -'1 2_9 k /038 I Z6SGV we L1(70 4 5 ' A U _30 30 Z $ $- DATE ` 7 /1 z 0 CERT. NO. a/01 - I S ASTM CPt43 PROJECT L- P .1 e IL_ I1= 5 o C-- UNIT WEIGHT ASTM C -139 YIELD LOCATIO `+ 1 4 ksN e a li c a- Vii- (,,.)I�-y TEMP ASTM C•1084 BLDG. PERMIT NO. k ^1 L, Le OWNER 1 Z.' is L/ /- W TEMP. 7- ATI Z:I AT 1 PM U C I R s EN -- C.A. ARCHITECT r 1' - 3" f CONTRACTOR 2_ r h,11ea -_ /038 TRUCK SAMPLED 1 6 TRUCK TICKET NO MIX NO. EN TIME ASTM CPt43 °FAIR UNIT WEIGHT ASTM C -139 YIELD CEMENT TEMP ASTM C•1084 CONC AIR 1 Z.' is L/ /- I y 20 S $k 7gB 73 C.A. FINE AGG. /038 &ATCH DArAFOR Cu r° DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT 3'I 5"' FLY ASH C.A. Pi? " I y 20 C.A. C.A. FINE AGG. /038 WATER 131 (., TOTAL CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (4251 823.9800 EVERETT (425) 259.0817 COMPRESSION REPORT TO' art RECEIVE OF ►UKWILA PERMIT CENTFF ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA AIR TEST METHOD: 0 PRESSURE ASTM C -231 OR 0 VOLUME ASTM C -173 EOUIPMENT USED I.D. SLUMP CONE CSLCOO THERMOMETER CCOTHO AIRMETER CCOAIO OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH CONCRETE COMPRESSION MACHINE I.D. #CC00000 I p SAMPLE P/U DATE . 71 3 TEST METHOD C." ` • SUPPLIER G ' 1•1 2 1 c 11_ CEMENT TYPE AEA ADMIX. CAC 12 PLACEMENT AREA & NOTES i"Do y 4.-U � l 0.5 j ! �" TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/00 COPIES TO: INSPECTOR(S), NAME(S), PRRalTED INSPECTOR SIGNATURE SIGNED BY e'ASTM C -1231 ❑ ASTM C-617 FIELD REPORT No. b DESIGN STRENG / °SO`f' No. 443 ,JGe-ti +C -4 )1 I 5 SAMPLING IN ACCORDANCE WITH G - 3 I APPLICABLE CODES & SPECS. CU. YARD jai.'rf! rti CYLINDER NUMBER DATE MADE DATE TESTED ,2? AGE DAYS ? A f SIZE 4. x . AREA (SO. IN) g'7> TOTAL LOAD 0310) STRENGTH PSI 9-180 TYPE BREAK A' 3,32; ? -z-& AIR ,......1 ..,2,2.... 33Acf �"i. Go to 364.'77 FINE AGO. /17'=,-.: re? G7.4.4_ WATER TOTAL L DATE 7 -As---. / CERT. NO. G /b ?' - /e PROJECT � G�jf epe�ri' Z$ ,%fSsoe . LOCATION //3 / ,f.vbovZ.Re w Tr -w /.4 BLDG. PERMIT NO. dCJf " / OWNER WEATHER �p .,/ +` TEM(5:4 �0) AT AM 6 o AT PM ENGINEER ARCHITECT CONTRACTOg 41'./ /77/44 fr< S T TRUCK SAMPLED 6 TRUCK TICKET NO. s -,¢ L l MIX NO../ J O TEMP. TIME SLUMP ASTM C•143 %AIR IGHT WEIGHT ASTM C•138 YIELD CEMENT FACTOR ASTM C -1084 CONC AIR l• C.A. �"i. Go to 364.'77 FINE AGO. /17'=,-.: re? G7.4.4_ 84TCH DATA FOR CU YD DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT " C„ f" FLY ASH C.A. C.A. C.A. yr - 364.'77 FINE AGO. /17'=,-.: re? G7.4.4_ WATER TOTAL T ■ TO REVISED 8 /00 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 1423) 823.9800 EVERETT (425) 259.0817 COMPRESSION REPORT ATTN• THE FOLLOWING WAS NOTED: TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. FIELD TEST DATA AIR TEST METHOD: 0 PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C. 173 EQUIPMENT USED I.D. SLUMP CONE CSLCOO / L THERMOMETER CCOTHO / L AIRMETER CCOAIO OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar CONCRETE COMPRESSION MACHINE I.D. #CC00000 C SAMPLE P/U DATE 7-.24 TEST METHOD _35 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY COMPRESSIVE STRENGTH " pligTM C•1231 ❑ ASTM C-617 FIELD REPORT No. CEMENT TYPE No. 42996 SAMPLING IN ACCORDANCE WITH APPLICABLE CODES & SPECS SUPPLIER /7 4-,S AEA ADMIX. CAC12 % DESIGN STRENGTH PLACEMENT AREA & NOTES CU. YARDS PLACED 7 _bo T August 6, 2001 Cert No. 0107 -18 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Carpenter & Associates 1131 Andover Park W Permit No. D01 -166 Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to the building department. 1. Reinforced concrete cast in place for loading ramp footings and stem walls 2. Epoxied dowels into existing wall and footings All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Our last report is dated 07 -25 -01 and is number 104729. Respectfully, CASC)E TESTING LABORATORY, INC. Dennis H. Stack President CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 1291 9 N.E. 128TH PLACE KIRKLAND: (425) 823 -9600 KIRKLAND, WASHINGTON 98034 FAX: (425) 823 -2203 SEATTLE: (208) 525 -8700 EVERETT: (425) 259-0817 . T - - - r TESTI & INSPECTION . ,4GINEER5 CASCADE TESTIP LABORATORY, INC. 104729 PREVIOUS 12919 N.E. 126TH PLACE REPORT No. No KIRKLANO, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 DATE ? - fir - o / CERT. NO. 0/0 /r • US- TO: PROJ j �r //�� I"t/ti7 eE�S sS6 e . LOCATION // S/ �it/,d (ye/C. (7:-/rt-14/444.- BLDG. PERMIT NO. Pet -/ N06 OWNER `` WEATHER / /dt TEMP //,f � AM AT PM ENGINEER ATTN: ARCHITECT CONTRACTOR / ''/ 1 /.C.c 1.'' ,T 5 - INSPECTION PERFORMED 'RESTEEUCONCRETE .� RESTEEL ONLY RESTEEUMASONRY STR.STANELDING OTHER STR.STIBOLTING ITEMS INSPECTED _ FOUNDATIONS _ FOOTINGS SLAB _ AUGER CAST PILES _ COLUMNS -- DRILLED PIERS •WALLS — -. - BEAMS (4) LOCATION (AREAS) -// / _ _ ■ ,, / �../ CONCRETE/MASO MIX NO. 0 l 3.--5--C3 DESIGN STRENGTH (f c) -mod G 0 SUPPLIER /27,/,4 4_5' TOTAL CU. YD. PLACED 7 SLUMP(INCHES) °T / - O SPECIMENS CAST -- A / ,e AIR CONTENT (%) SEE CYLINDER REPORT NO. /. 9 � ' YE$ NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ REMARKS: see .5..T0.f''_ iCLf/ /o '4..? /A/2 vSP- 2= d _.., /1:t /Ae //S'eb - � !!e. COPIES TO: Revised 12197 7 INSPECTOR: ■2 sse" FIELD REPORT SIGNED: CYUNDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 30 Z4 7 / Z 7-/1 i c_..,<Iz 2. $.7. 83150 29 Y0 4 3QZ 8 -9 Z V L-)f TOTAL 3o Z8 iis-A DATE -) l 1z f 0 / CERT. NO. CIO 3 n -i Svc�- PROJECT P •t,; eIt.- LOCATIO ) ) 3 1 GI N e c (Jc a- ert L.)�y L.) BLDG. PERMIT NO. OWNER FACTOR WEATHER OJCiLC r TEMP. /.: AT/ 2:L-CM AT PM ENGINEER L 1 A---- ARCHITECT I V-3 C.A. ' CONTRACTOR 2.. r'1,11ca- 5- 514 TRUCK SAMPLED ( I 8 TRUCK TICKET NO. 9S M X NO.__i/ O' TEMP. TIME ASTM % AIR UNIT WEIGHT ASTM C•136 YIELD FACTOR ASTM C -1064 CONC AIR /4 S L 1 A---- C.A. C.A. ' 5- 514 7 g1 757 4. /03E3 WATER 1 3 I (;, TOTAL BATCH DATA , =OA Cu VO DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT 33 S FLY ASH C.A. Pj ° 13 y ZU C.A. C.A. ' FINE AGG. /03E3 WATER 1 3 I (;, TOTAL Q...1110 TO' ATTN: THE FOLLOWING WAS NOTED: AIR TEST METHOD: O PRESSURE ASTM C -231 OR O VOLUME ASTM C-173 EQUIPMENT USED 1.0. SLUMP CONE CSLCOQ THERMOMETER CCOTHO 3 AIRMETER CCOAIO OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar CONCRETE COMPRESSION MACHINE I.D. #CC00000 { ` I SAMPLE P/U DATE 3 TEST METHOD C. - :3 SUPPLIER G ( Y 'r _ t e- r AEA _ ADMIX PLACEMENT AREA & NOTES TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8100 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT (425( 259.0817 COMPRESSION REPORT FIELD TEST DATA COMPRESSIVE STRENGTH CEMENT TYPE CAC 12 2'ASTM C•1231 ❑ ASTM C•617 96 INSPECTOR(S), NAME(S),PRANTED INSPECTOR SIGNATURE SIGNED BY FIELD REPORT No. ; S 0 Li I No. 4/-1 DESIGN STRENGTH SAMPUNG IN ACCORDANCE WITH -3 APPLICABLE CODES & SPECS CU. YARDS PLACED 7 ?�J�iJ REMARKS: L 4 1 0 Se11'ce LJefLe- COPIES TO' N C PoRrtiA1-1. 1 PJ 4c.r_ RECEIVED JUi 19 2001 BUILDING QE °t°TMMFN u,r TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8,110 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY \P A Je (4 I L.� CASCADE TESTA'. LABORATORY, INC. TESTING & INSPECTION i tNGINEERS PREVIOUS No. V VV 1 1 0 8 f} 4 �1 12919 N.E. 126TH PLACE REPORT No. KIRKLANO. WASHINGTON 98034 (425) 823 - 9800 EvERETT (425) 259.0817 DATE CERT. NO. FIELD REPORT T0: PROJECT ` LOCATION `` 113/ l� � to Jae-- PK � � 4J BLDG. PERMIT NO. �)[J1 -1.( Co OWNER y WEATHER QQ.° k-CArs TEMP. AT I Z. 1 g M 7.5; l., AT PM ENGINEER ATTN: ARCHITECT 1 .., 1 � fi"< J CONTRACTOR K !✓I;11e,z, ITEMS INSPECTED — FOUNDATIONS FOOTINGS — SLA B INSPECTION PERFORMED - RESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY — STR.STIWELDING — OTHER STR.STIBOLTING AUGER CAST PILES _ COLUMNS -- DRILLED PIERS -- WALLS — ..- BEAMS (4) LOCATION LOA CI t k-9r1n CONCRETE/MASONRY MIX NO. 3 1 47 G DESIGN STRENGTH (('c) - SUPPLIER U % 4- e..///. I c TOTAL CU. YD. PLACED ///1 SLUMP (INCHES) /"� / � SPECIMENS CAST _3 CO •J'-) Z- - _ AIR CONTENT ( %) SEE CYLINDER REPORT NO. 414 Q 3 3 YES NO , � ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS — REMARKS: L 4 1 0 Se11'ce LJefLe- COPIES TO' N C PoRrtiA1-1. 1 PJ 4c.r_ RECEIVED JUi 19 2001 BUILDING QE °t°TMMFN u,r TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8,110 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY \P A Je (4 I L.� N4 L CASCADE TESTY LABORATORY, INC. TESTING & INSPECTION I ENGINEERS PREVIOUS 126TH PLACE . REPORT No. No, 10 Q 0 /� O v `t K1 IRKLA WASHINGTON 00034 (425) 823 -98 EVERETT (425) 259- 817 DATE !f ioI 7 CERT. NO. 0107 - 1S FIELD REPORT T O : PROJECT G g. Pe v4a + Ass4 -, LOCATION 1 / 3 1 /:NOoLe( =- PI& LJFr� J BLDG. PERMIT NO. ;.I. OWNER .1)+0 WEATHER TEMP. AT AM AT PM ENGINEER ATTN: ARCHITECT P 'E is CONTRACTOR jt f'"): k) ge_ it.._ a) INSPECTION PERFORMED RESTEEUCONCRETE ... RESTEEL ONLY RESTEEUMASONRY _ . STR.STIWELDI OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOUNDATIONS , `LL FOOTINGS _ SLAB AUGER CAST PILES — COLUMNS — DRILLED PIERS -- WALLS BEAMS — -- — — (4) LOCATION (AREAS) a A 0 '� ?" CONCRETEIMASONRY MIX NO. - DESIGN STRENGTH (Pc) SUPPLIER TOTALS- PLACED SLUMP (INCHES) �- SPECIMENS CAST' AI NT ('A) SEE YLC INDER REPORT NO. ._ YES _., NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS p e l o 4 2 O U C C U f I t N 5 Q; d N 4- �o r_J e k S be;,..- 1 L � C o N o 2_. 0 S LA bed Le TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED- THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/00 INSPECTOR SIGNATURE SIGNED BY INSPECTOR(S), NAME(S) PRINTED COPIES TO: - 1� 1∎'1 X40 1e5 ale -New" /- Ga- 4-o (G cot- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -166 DATE: 06 -11 -01 PROJECT NAME: CARPENTER & ASSOCIATES SITE ADDRESS: 1131 ANDOVER PK W SUITE NO: Original Plan Submittal Response to Incomplete Letter # } ' r�k iv4- I Response to Correction Letter # X Revision # 1 AFTER Permit / I IIssaed- DEPARTMENTS: Buildir `Division 411 1 r - t1 Publ Works C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Fire Prevention Structural Incomplete C C n Planning Division Permit Coordinator DUE DATE: 06-12-01 Not Applicable LI No further Review Required DATE: DUE DATE 07 -10 -01 Approved with Conditions ri Not Approved (attach comments) DATE: DUE DATE Approved with Conditions Not Approved (attach comments) 177 PIT COORD L"r-IY • C REVIEWER'S INITIALS: DATE: I ACTIVITY NUMBER D01 -166 DATE: 05 -24 -01 PROJECT NAME: CARPENTER & ASSOCIATES SITE ADDRESS: 131 ANDOVER PK W WAREHS 293 SUITE NO: Original Plan Submittal DEPARTMENTS: BuildingDivision `� Fi Prevention E foci '1trol nla s - - Public Works q rks Structural cumssmft wirsev) n& DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Response to Correction Letter # Revision # AFTER Permit Is Issued Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Incomplete El Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions Response to Incomplete Letter # n n REVIEWER'S INITIALS: COORD COPY Planning Division Permit Coordinator No further Review Required DUE DATE 06 -26 -01 DUE DATE: 05 -29-01 Not Applicable ri C DATE: Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -166 DATE: 06 -11 -01 PROJECT NAME: CARPENTER & ASSOCIATES SITE ADDRESS: 1131 ANDOVER PK W SUITE NO: Original Plan Submittal Response to Incomplete Letter # /l ;at'7 , x►i) Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works 0 Fire Prevention Structural DETERMINATIOj4 OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: Please Route C Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) IMP Y'NR()llll DOC ri DATE: Planning Division Permit Coordinator n n DUE DATE: 06 -1 2-01 Complete Incomplete C Not Applicable Comment No further Review Required DATE: DUE DATE 07 -10-01 Approved Approved wjth Conditions [ Not Approved (attar Comm r ts) REVIEWER'S I TIALS: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditionsn Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER D01 -166 DATE: 05 -24 -01 PROJECT NAME: CARPENTER & ASSOCIATES SITE ADDRESS: 131 ANDOVER PK W WAREHS 293 SUITE NO: Original Plan Submittal Complete Comments: DEPARTMENTS: Building Division Public Works Please Route Response to Correction Letter # Revision If AFTER Permit Is Issued C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: REVIEWER'S INITIALS: v'xourt DOC PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete LI Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: Response to Incomplete Letter It C C DATE: Planning Division Permit Coordinator No further Review Requir c C DUE DATE: 05-29-01 Not Applicable Fi ...111M1111.1V ..•.1111•111111M.. AI DUE DATE 06 -26 -01 Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: enaM'W!Ih a.rsw • '7 :• • I.attltlMMtOIMIGINdela. r .. ..• r.'i'!'. t . ;.... • i. .. „. -. BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Prc- construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up 0 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AOC ❑ 00070 NLEA Inspection /Modular Stnict ❑ 00071 Mobile Ironic Tic Down lnsp ❑ 00072 Marriage Lines ❑ 00090 Rested * 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls 00250 Foundation Insulation ❑ 00300 Concrete Slah /Slah Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Dcck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /AII Types ❑ 00700 Framing ❑ 00750 Roof/Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 0 1 110 Pre -Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre-Demo ❑ 01140 Pre- reroof 1400 Final -Fire 1700 Final- Building 01900 Final - Reroof 3100 Site Visit 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special -High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: Permit Tech: CONDITIONS Plan Reviewer: 001 No changes to plans unless approved by Bldg Div 00101 Special inspection required. notify Bldg Div 001 I Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & cafes shall he on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgradc preparation including drainage. excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof `� 0019 All construction to be done in conformance w /approved / —` plans ❑ "No Nvork shall be done in addition to those modifications...” ❑ 0002 Plumbing permits shall he obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co )022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be trcatcd 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit -( OUO3 Electrical permits obtained through L & I ❑ (1030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instntctions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.21'MC 00. I Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring -- All new constnnct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall he done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall he special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co I learnt Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Retool' Date: Date: /�i55 OC line} ACTIVITY NUMBER D01 -166 DATE: 05 -24 -01 PROJECT NAME: CARPENTER & ASSOCIATES SITE ADDRESS: 131 ANDOVER PK W WAREHS 293 SUITE NO: Original Plan Submittal DEPARTMENTS: Building Division Public Works Response to Correction Letter # Revision # __ AFTER Permit Is Issued C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route n REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete I Structural Review Required . � f //y\ n 1 APPROVALS OR CORRECTIONS: (ten days) Approved F Approved with Conditions l ! Not Approved (attach comments) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: TRROU11AkK SPn Response to Incomplete Letter If Planning Division Permit Coordinator C DUE DATE: 05-29-01 Not Applicable El No further Review Required DATE: 4/3(1/61 DUE DATE 06-26 -01 DATE: DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Complete REVIEWER'S INITIALS: \rkfLOUrt txrc v.i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -166 DATE: 05 -24 -01 PROJECT NAME CARPENTER & ASSOCIATES SITE ADDRESS: 131 ANDOVER PK W WAREHS 293 SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: TUES /THURS ROUTING: Please Route n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Fire Prevention ri Planning Division C Permit Coordinator 1 DUE DATE: 05-29 -01 Not Applicable C No further Review Required DATE: �- DUE DATE 06-26 -01 DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER D01 -166 DATE: 05 -24 -01 PROJECT NAME: CARPENTER & ASSOCIATES SITE ADDRESS: 131 ANDOVER PK W WAREHS 293 SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INIT _ APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved 41 ROwt[ flo S"N PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete C Approved with Conditions I REVIEWER'S INITIALS: n n n Planning Division Permit Coordinator DUE DATE: 05 -29-01 Not Applicable n No further Review Required DATE: OS;20. ) DUE DATE 06-26-01 n n DUE DATE Not Approved (attach comments) DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: GO ' 1 i ' O I 0 Response to Incomplete Letter # ❑ Response to Correction Letter # g Revision # 1_ after Permit is Issued I1 PP f Sheet Number(s): • 146 a A ( Plan Check/Permit Number: DO t -- 1(o0 Project Name:_J 119, McV & Project Address: Contact Person: � '"ir tt Phone Number: 21n 62" vitA0 Summary of Revision: Lit )4F11.0 fig e426)1L • LtAtaalgst 674 — ehi "Cloud" or highlight all areas of revision including date of revision rj Received at the City of Tukwila Permit Center by: C-/ Entered in Sierra on (.:, ` + — (_' 08/30/00 L w 00 N o cnw w u.d 3 z o o W ON op- w W lL � ui u� Q z 1 LICENSE DETAIL INFORMATION Form Page 1 of 1 ife Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License RMILLCI190L5 Name R MILLER CONSTRUCTION CO INC Address 146 3RD AVE S Address City EDMONDS State WA Zip 98020 Phone Number 2065830238 Effective Date 6/25/81 Expiration Date 1/1/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600389405 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L&I Construction Compliance Home Page http: / /www.lni.wa.gov/ contractors /TF2Form .asp ?License= RMILLCI190L5 6/4/01 Z W ce J U 00 CO -J_ H CI) u. w g< I w Z� I- 0 Z I- w • w O - O H W W U. O W Z U co 0 Z Balance Due: $ Need Current Contractor Registration Card: Need to Enter Contractor Information in Sierra: NottfiE ontact Person. •.aI w tom► ---Q (-�- I r, (] Yes [2 No []Yes €z No ate > i : Staff Initials 184-0 *SS tCM AS D AT P 'IO LOCATIONS. DOORS EETG`TO BE;REMOvED PATCH s1DJ. SURFACES 0 0 0 , .. 0 . (1) ;® 111111111111111=11111111MMIMIN 111111111111111111111111111111111 FILE COPY I understar d that the Plan Check'approvals are . subject to rrors and,omissions and approval of plans doe not authorize the violation of any adopted .c..e or ordinance. Receipt of con- tractor's co.y of approved plans acknowledged: CHA ES SHALL BE MADE TO .I SCO OF WORK WITHOUT PRIOR b F TUKWIIA BUILDING DIVI6MON R .'I�'• WILL NelUIRE NEW PLAN BUEMITr',lA. ':. 1 ' aoa A[kGx,GNaL PLN1 REVILW NTS. , CITY' OF,TUKWIIA,' APPROVED:.' „ ' SUN 1 3 200 AS NUIED I. THE APpRover, PLANS 54 44. NOT EIE ckaNcop ORa 4J„1 P UATkOUT AUTHOQ17ATION FROM THE EUILENNG O.FFICIAL. TFE LOVED f?LANS ARE RE =K ED TO 8E ON THE JOB SIX SECTION-10642 UK 2. CONTRACTOR SHALL VERIFY AND CHEM 41.L: CONDITIONS - AND. Da - swims AT THI? BUILDING. REPORT ANT " A4rOI451s1' 1CIE5. 3. ALL UKXa( SHALL MEET LOCAL CODES MID ORDINANCES_ 4. F ANY ERRORS, OMISSIONS OR NCONsISTENGES APPEAR 81' E'.DRAI IN* SPECFICAt1ONS OR OTHER DOClA1ENT.e, THE CONTRACTOR SHALL NOTIFY THE OUNER OR ARCHITECT N Uk1T• CF SUCH OMISSIONS ERROR OR INCONSISTENCIES BEFORE PROCEEDING: WITH THE WORK OR ACCEPT FULL RESPONSIBILITY FOR COTS TO RECTIFY SAME. 5. TYPICAL DETAILS OR BUILDN'.a STANDARD SHALL APPLY WHERE NO SPECFIC DETAILS ARE GIVEN. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOUT : ON PLANS ELEVATIONS, SECTIIONS AND DETAILS, WOW. RELATED TO THIS TENANT IMPROVEMENT REQUIRING:000RDINATION AND MODIFICATION TO THE EXIST1eea CONSTRUCTION SHALL BE INCLUDED N THIS PROJECT By tHE GENERAL CONTRACTOR FOR BIDDING Art CONTRACTUAL AGREEMENT. a. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL: PRIOR TO CONSTRUCTION. 9. BIDDER DESIGN WORK TO BE APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION. 10. PENETRATIONS N WALLS REQUIRING PROTECTED OPENINGS ARE TO BE FIRESTOPPED PER UBC SECTION 109 II. COORDINATE WITH TENANT FOR LOCATION CP ELECTRICAL, MECHANICAL, AND PLUMBING. LEGAL DE 'l CONTAINING 204,985 SQUARE FEET OR 4105 ACRES. THAT PORTION OF =EST T: QUARTER; OF THE SOUTHEAST C,7WRTER OF SECTION* AND OF THE'NORTNUEer u4RrER POPRHE 14C12'h4EAcr Gf1ARTER QF SECTION 35, NF' ALL IN tO.INS 23. NORTH, RANGE 4 EAST, WM N TINE' CITY OF TUKIINL4 KING Ck31J4T W4514NoTat G53iRIBEp AS BEGea*r, AT THE SOUTHEAST COINER OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST GYIARtER - THE10E N 01'4139' E ALONG THE EAST LINE CP SAID SOUP NEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 410.10 FEEL - THENCE N al'5502'. W A D15TANC2c'..GF 140b1 FEET - NIECE 5 0P51035W A DISTANCE: OF 1300 FEET - THENCE 81'55 W A DISTANCE CC 96.94'FEET - THENCE ALONG A OIA*vE TO THE LEFT RAV I.* A RADIUS OF 2000 FEET, AN ARC DISTANCE' OF 11b3 FEET THROUGH. A. CENTRAL ANGLE OF 50'29'58' TO A POINT OF R; VERSE CLIME THENCE ALONG ,A a,BPVE TO THE.RIGHT. THE CENTER OF WNICH.. N °48'25`00' W HAVING A RADIUS OF 35.00 FEET AN ARC DISTANCE OF 6832 FEET TO TRUE PONT OF BEGINNING THENCE 5 837519 A DISTANCE OF 55.61 FEET - THENCE 5 013103 1 W A DISTANCE OF 18050 FEET - THEHCE n1 ems W A DISTANCE OF 2E04 FEET - THENCE N 02'2412' E A DISTANCE OF 684.96 FEET - THENGE N 011226' EA DISTANCE:CP 29006 FEET - THENCE 5 815502' E DISTANCE of 060 FEET - THENCE 542'29'16' E A DISTANCE OF 120BI FEET TO A POINT ON THE CURVE AT THE SOUTHEASTERLY CORNER CF LOT 8, UPLAND'S TtK1 LA INDUSTRIAL PARK RECORDED N vOLUME 104 OF PLATS, PAGES e. 9 , AND 10 N KING COUNTY, WASHINGTON - THENCE ALONG SAID CURVE TO THE LEFT, THE CENTER OF W141C44 5 411'34', E HAVING A RADIUS OF 3509 FEET, AN AA% DISTANCE OF 4536 FEET. THROWN A CENTRAL ANGLE OF 14'05'25' TO THE TR= PONT CF BEGINNING. 33AKr - copse/ft i ,ACATES . - - OUNR-REP: TRl- LAND'GORPORATTON r - - EXI8 PROJECT ADDRESS IN ANDOVER PARK WEST - - EKIEt. TUKeaaLA,UTA,SHNOTON 9e488 GOVERNING CODE 1991' UBC ZONE C -M TAX PAI3CEL NUMBER 022310 -0099 BUILDING TYPE II -N OCCUPANCY TYPE 5-1 NO CNANnEI BUILDING AREA 88,440 SF (NO. CHANGE/ AREA OF WORK 860 SF EXISTING RAMP PARKING EXISTING, UNCHANGED E I A001 GENERAL NQ1Ee SITE PLAN A100 Sa€,*.ALL *FLAK t.,7AILS