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Home My WebLink AboutPermit 6632 - Exercise Equipment Center - Tenant Improvement6632 91-222 exercise equipment center 359 strander boulevard Permit 6632 - Exercise Equipment Center I hereby certify that l have read and exami �J this permit and know the same to be true and correct. All provisions of Iav 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: , � A ' DATE: (, / / -9/ ■ / PRINT NAME: l„31. s:. • r „,sit v COMPANY: splE ,_. pzer-N42.5 •-•-• - • •►y. - Spieker Partners PHONE 453 -1600 ADDRESS 915 118th Avenue S.E., Bellevue, WA ZIP 98005 CONTRACTOR Lumpkin, Inc. PHONE 329 -1129 ADDRESS 1627 Eastlake Avenue East, Seattle, WA Z1P 98102 WA. ST. CONTRACTOR'S LICENSE # LUMPKI242BE EXP. DATE 12 - 23 - 91 ARCHITECT Partners PHONE 329 -1129 ADDRESS 414 Olive Way, Suite 500, Seattle, WA ZIP 98101 TYPE OF CONST.: V -N UBC EDITION (year) 1988 SETBACKS: N- S — E- W- UTILITY PERMITS REQUIRED? 0 Yes Q No (through Public Works) FIRE PROTECTION: Sprinklers 0 Detectors 0 N/A ZONING: BAR/LAND USE CONDITIONS? 0 Yes 0 No CONDITIONS (other than those noted on or attached to permit/plans) : ssmom n APPROVED FOR Vim' A r . ISSUANCE BY: / 117(41A1) /j ,rte .- ,, BUILDING OFFICIAL DATE: -1/- W CITY OF TUKWILA Dept. of Community Development - Building Divisio 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. This permit shall become null ;and VRI c11 BUILDIt''3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) n ::DESCRIPTION' >'. BUILDING:PERMIT'FEE < :: FLAN:CHECK «' BUILDING !:SURCHARGE : • :TOTAL FEES AMOUNT::: ]8s o RCPT: #. PLAN CHECK NO.: 91 -222 ,PROJECT , .INFORMATION SITE ADDRESS 359 Strander B1 SUITE # PROJECTNAMElTENANT Exercise Equipment Center VALUE OF CONSTRUCTION - $ 30,200.00 ASSESSOR ACCOUNT # 262304- 9064 -37 TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (buiidiriy) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Interior tenant improvement. •COODI= . USE OCC. LOAD SQUARE FEET 2,800 OCC. LOAD 78 SQUARE FEET SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUAREFEET 2,800 2,800 TOTAL OCC. LOAD 78 78 e work is. not commenced within;180 day fr the DATE ISSUED: issuance, or if the work is suspended orabandoned for a penod of 180 days from the last inspectio PERMIT NO. CONTACTED DATE READY DATE NOTIFIED II ^,, _ a O/ PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION BY: (init.) BUILDING I. ERMIT APPLICATION TRACKING PROJECT NAME PLAN CHECK NUMBER q -a SITE ADDRESS Ex Q' c_i s - EcLj'tp m-en C -Qnfev SUITE NO. O5at �� -� f1 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) OCC. LOAD TOT SQUARE FEET SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PAI3TIVIE REVIEW COMPLETED TOTAL OCC. LOAD INIT: INIT: EO UI i7. M ENTa CO}MIIhENIT 'BUILDING - initial review 24 FIRE O OTHER BUILDING - final review CONSULTANT: Date Sent - Date Approved FIRE PROTECTION: REFERENCE FILE NOS.: TYPE OF CONSTRUCTION: FIRE DEPT. LETTER DATED: G l/ INSPECTOR: — /Z ZONING: BAR/LAND USE CONDITIONS? MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: etectors ■ N/A UBC EDITION (year): Yes �No PROPERTY OWNER c PHONE ADDRESS c lie, -0. -I\venvv SE )e\l evac__, •..)A• ZIP c10OOS CONTRACTOR 1,r0 ■Ai0kA \ PHONE " II Lcil ADDRESS t (= Ec, Ar■, E- ZIP WA. ST. CONTRACTOR'S LICENSE # 2...Z-3 - a % - L0_ np _ Li -- "2,142,9 EXP. DATE 1 Z3" X11 ARCHITECT tk1410 ti PGr�k y.) S PHONE 3 • 1IV\ ADDRESS 4 Li �S� &0∎4 - 0 5c e...4e_. ZIP ci vvvv tJ lJUttttit71tttw, £JVUn7vattJ, 1 unvvttq vvll •7V /VV (206) 431 -3670 DESO - IPT ON AMOUNT RCPT DATE BUILDING PERMIT FEE Titcdf nLr •* lI ®�. 00 PLAN CHECK 1 NUMBER !( 1 ` c`a APP I.Ir:ATION IVY, Sr BE F.aL.LED . :O UT .COMPLETELY" PLAN CHECK FEE BUILDING SURCHARGE _illilli 1111311111111111111111111111111111111111 MME21111I0/11011 OTHER' TOTAL • SITE ADDRESS l SUITE # ?:5c-` S - I.,. e.r Vp`o VALUE OF CONSTRUCTION -$ "; 0 7C.J� PROJECT NAME/TENANT rr,� 11 :=>Uo-0-,t Ucr I u� t G'1.0 C.Le.. �clv1 y.,c i Cen/'.Cis ASSESSOR ACCOUNT # 2 'c.: Z ? ..�°)� 61 U6� s--1 (commercial) U Demolition (building) 0 Other TYPE OF 0 New Building U Addition U. Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: I >n-6cr f o r � C Q-vs I\ BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: 12.9 \ WILL THERE BE A CHANGE iN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 3c, C ab Tenant Space: 3QeO Area of Construction: Z00 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: CITY OF TUKWILA Department of Community Development - Building Division I HEREBY CERTIFY..THAT I HAVE READ THIS APPLICATIQN>AND KNQW:: :THE, SAME TO • BE TRUE AND<.CORRECT : AND: > AM AU'l HORlZED :TQ:'AP LY FOR:THIf PERMIT... BUILDING OWNER SIGNATURE DATE OR AUTHORIZED AGENT ADDRESS CONTACT PERSON PRINT NAME to DATE APPLICATKI ACCEPTED 1 p..) De V BUILDI PERMIT APPLICATION DATE APPLICATION EXPIRES (1 --q PHONE L5- 117 CITY/ZIP 12 -\) o� 96005 rwtvroa Docor-i PHONE Z3 3349 APPLICATION SUBMITTAL in order to ensure that your applicatioi is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications forwhich no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. 03/16/91 COMMERCIAL :. NEW .COMMERCIAL BUILDlf1GS/ADGITIONN C J Completed building permit application (one for each structure Assessor Account Number twa seta (2). of the following:._. • Specifications Structural calculations stamped by a Washington State licensed engineer Q Soils report stamped by a Washington State licensed engines 0 Topographical survey • C Energy calculations stamped by a Washington State licensed engineer or architect . U Legal description Working drawings, stamped by a Washington State license architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings ▪ Landscape plan .. Completed utility permit application (one for entire project E Six (6) sets of civil drawings NOTE:. See utility permit application and checklist, submittal requirements. RACK STORAGE Completed building permit application :j Assessor Account, Number Two (2) sets of plans; which include : Building floor: plan showing: • Endre space where racks will be loca Exit doors • Dlmenalons of all Tenant space floor plan showing rack storage layout, aisles and NOTE: include dimensions of racks (height, :Width artd length), aisies and exit ways on plan E Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over) RESIDENTIAL S6BMITTAL CHEClLST NEW. UWELLItiG8/ADD.ITiONS 0 Completed building permit application (one for each structure Legal description 0 Assessor Account Number: Twa sets (2) of which roof • Site Pia ► :-.— •$- (Qn lien, c row cIos s:I er bcadorr Foundation plan • incfuda access to bulking, showing !: • Floor plan w/drh and length o/ access.l • • Roof plan . • Building elevations (all views) • Building cross- section • Structural framing plans • I 1 Washington State Energy Code data Completed utility permit application Six (6) sets of site plans showing utilities .. NOTE: Building site plan and utility site plan may be.combined.:' Sao;' :: •> utility permit application and checklist for specfc submittal requirements::: Additional topographical and soils Information may be required if unique site conditions. COMMERCIAL::: TENANT IMPROVENENTt Cotnpietad.builtkng permit application (one for each structure or tenant) Sesser, Account Number wo (2) sets of construction plans, which include; Site plan on of tenant apace • Existing end proposed parking • Landscape plan (if applicable, le„ , change of use) Overall building plan • 'Tenant Iocadon Use of adjacent (common wall) tenant � .Overal{ dimensions. of building or square footage . Floor plan of proposed tenant space • Tenant •space: plan: with use of each room labelled. Exit;doors;: patterns • New walls,: existing wall, and walls to .• e demolished. • Construction details • Cross sections showing wall construction and method of `attachment for floor and ceiling. Structural•calculadonsstemped by a Washington State licensed • . engineer maybe required if structural Work is to be done (2 sets) • NOTE H any utipty work 19 fe be done,: submit eves vparate udllty permit application and plane ompleted buiidrig permit application (one for each structure) sessor. Account. Number;:: atrative describing existing roof, material being removed, and material being installed NOTE: 'A certification letter la required prior to final inspection and sign- off of the permlG ANTENNA/SATELUTE DISHES Completed building permit application Assessor. Account Number Two (2) sets of plan:;, which Include: Site P!an:(showing, building and, locattan of antenna/satellite dish) Details •antenna/setellite dleh and method of. attachment Structurat•calculatiens atampt#d by *Washington State licensed • englneer be required :'• : • • RESIDENTIAf, REMODEL Completed building permit application (one for each structure) Assessor Account Number Two (2) sets of working drawings; which include: its: plan ourxiation p pool plan •Building ulavations (all views • Building cross - section Structural, framing plans: NOTE: If any utility work is to be done provide utility permit application and plans must be submitted. Completed building permit application (one for each structure) Assessor Account Number • Narrative describing existing roof, material being removed, and material being Installed. NOTE: A certification letter 1s required prior to final Inspection and sign - off of the permit. LOSS & MAYES ; - . 3 TESTING ENGINEERS, INC, MODULAR FOOD SERVICE FACILITY Clements & Juarez Page 4 PERMIT # 91 -222 8 -15 -91 Inspected resteel placed in pavement patch strip for 8" storm drain around the perimeter of building except north side of building. Found it.to.be in accordance to the sketch noted in report dated 8- 12 -91. Then observed placing of 51 cubic yards of 6 1/2 sk paving mix # 6553 AWS from Ocean Concrete at a 4 1/2" slump, at 85 degrees temp into above noted area by truck chute, vibrated into place and broom finished. During concrete placing, also had resteel clearance corrected if and when it was pushed down by placing crew. Cast three test cylinders (6x12) from 2nd load at 4" slump at 85 degrees. Also cast three 6x12 cylinders for backfill concrete put into utility (eletrical conduit) trench on both sides of railroad track as asked to by job superintent. Concrete was also put into two patch strips inside building over piping that rises up to top of slab. Resteel ok. .8- 1.6 -91 .Arrived on project site at 2:00 p.m.,.as requested. Conducted visual inspection of'final'backfilling being compacted by hoe,pack . attached to John Deere backhoe. Area: Recieving Pit Foundation. Conducted compaction tests 'in the following areas using proctor value 113.0 at 8.6%16 Test #1 Test #2 INSPECTION REPORTS JOB # 09391 96% @ 10.6 optimum moisture 95.5% at 10.6 optimum moisture INSPECTOR: Phil Stevens Compaction requirements meet the 95% minimum as ASTM D -1557. INSPECTOR: Jeff Medearis 19015 36TH AVE. WEST • LYNNWOOD, WA 98036 • (206) 778 -4402 • FAX (206) 775 -9175 AUG 21 1997 (AFT Tur:vvILA r" 1\ :'I "NG DEPT. TEST NO. LOCATION TEST TYPE DEPTH OR ELEVATION t1..t) LABORATORY FIELD SOIL TYPE MAXIMUM DRY DENSITY (pet) OMC I%) DRY DENSITY (Pell MOISTURE CONTENT I ) COMPAC- MN (+) / /8 f� l.�fsrF.s/V (l. /e� ,f /or spa- 6.�.4a� /�3o S / /0 9 N ..5,,- 7-5 S.x�.o /�� 2 'T f),--7 f r v c:7" <vfs7 FAIL) i !! 1 r r! /1 ./43:4. /O c�.S -.S / e _ TO "7"i4P - re. feNz.4 /. ?-4 SPECIFICATION COMPACTION & MATERIAL /`Ke:W / Type and number of earth moving units* /- •O /tom - 12ffeF - ?3'i¢€ ° .CNoL£ Type and number of compaction units: - o ? fde Number of passes .1 thickness of lift Method of adding moisture' 8 z• /2' d(f'4 iiw4JOSS & fil01YE JOB NO DATE /r ,4 /5 TESTING ENGINEERS, INC. DAILY REPORT NO / SHEET / OF 1901535tte. Ave. West Lynnwood.WA 90036 (206)778 4402 FAX (206) 775-9175 SUBJECT FILL OBSERVATION & TESTING C �i> :Pv.•+ C /AI/ A./C O In our opinion. fill generally meets specifications as indicated by test no.(s) O In our opinion. fill does not meet specifications as indicated by test no.(s) and should be removed or reworked O Fill tested meets specifications "(Contractor advised O Full time observation: KPart time observation PROGRESS REPORT /2'N erF>y ✓ /11,- ..- -V �jAi 4 .1 //!G ,[ /1 'F/A/6" �ffyife f3 t/f• ;.c �ri/Fi4icS APPROVED BY l 7-BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Modular. Food Service Facility 8701 East Marginal Way South Seattle, Washington Client: ,. Clements & Juarez Contractor: ' Clements & Juarez Weather: Clear - 80 F Product:, Concrete Sample. Temp:' 86 F Sample Number:. Lab , , # '.' Date Made ,Producer: Stoneway Slump: 3 3/4" Mix Proportions: Coarse Agg : 1 1/2" -860, 7/8" -1040 Cement: 611 .Fine Agg. :' SS -1300 `WRA .6.00 • Water . 240 A /E'Admix: 1.00 /cy Mix Design # 6520 -H Date Recd: 8 -13 -91 Design f'c /28 -day: 4,000 Placement Location &.Notes: Pavement patch strip from NE corner of construction joint at 80' ( + / -) -6x12 6x12' 6x12 la, 3931 8 -12 -91 8- . 19 -91 lb'. 3932 8 -12-; 91 9- 9 -91 lc 3933 8 -12 -91 9 -9--91 19015 36TH AVE, WEST • LYNNWOOD; WA 98036 Age Job # 09391 Permit # : 91 -222 Date Made: 8 -12 -91 Ticket #: 322511 Entrained Air: Yes Type: III existing building east to Load /lbs 131,000 Size '"Strength, PSI`. ...Boss & MAYES ' `.... Project: Modular Food Service Facility 8701 East Marginal Way South Seattle, Washington Client:. Clements & Juarez Contractor: Clements & Juarez Weather: Sunny - 70+ F Product: Concrete Sample Temp: 05 F Producer: Slump: Mix Proportions: Coarse :Agg if 1 1/2 -990, 3/4 -990 .Fine Agg: : SS -1245 Water :. c 255 LABORATORY TEST REPORT Ocean 51/2 ", Mix Design # 6553 AWS Date Recd: 8 -20 -91 Placement Location &Notes: Receiving pit Cast at 14 c/y of 27 c/y total: Sample Number. : Lab 4a' 4103 4b 4104 '4c 4105' TESTING ENGINEERS, INC. SEp 02 1991 Job # : 09391 Permit #' ': 91 -222 Date Made: 8 -19 -91 Cement: 611 WRA' :' 5 oz /cwt A/E Admix: 1 oz /yd 19015 36TH AVE, WEST • LYNNWOOD, WA. 98036 . • (206) 778 -4402 • Ticket #: 92105 Entrained Air: Yes Type: III Design . f'c /28 -day: 4,000' Date Date Made Tested Age 8 -19 -91 8 -26 -91 8 -19 -91 9 -16 -91 8 -19 -91 9 -16 -91 7 28 ' 28, INSPECTOR :. Strength Load /lbs' Size' PSI 119,500 6x12 4,225 6x12 6x12 .Jeff Medearis FAX (206).775-9175 Mix Proportions: Coarse Agg.: 1 1/2990,-3/4-990 Fine Agg. : SS -1245 Water : 255 Project:.. Modular Food Service Facility 8701 East Marginal Way South Seattle, Washington Client: Clements & Juarez Contractor: Clements & Juarez Weather: Clear -.70+ F --BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Product: Concrete Producer: Ocean .Sample Temp: 83 F 'Slump: 5" Placement Location & Notes: Pavement patch strip 'Jacking, pit - North side of railroad track .2nd load. Sample I SE70131991 j Job # 09391 Permit # : 91 -222 Date Made: 8 -20 -91 Cement: 611 WRA 5 oz /100 'A /E Admix: 1/2 oz /100 Date Number Lab # Date Made Tested Age Load /lbs Ticket 4: N/A Entrained Air: Yes Mix Design #.6553 AWS , Date Recd: 8 - -91 Design f'c /28 - day: ' .4 *000 Size 4158 8 -20 -91 8 -27 -91 7 103,000 6x12 5b . 4159: 8 -20 -91 . 9-17-91 28 6x12 5c 4160 8 -20 -91 9 -17 -91 28 6x12 19015 36TH AVE. WEST • LYNNWOOD, WA 98036 • (206j 778 -4402 • FAX (206) 775-9175 Type III Strength PSI 3,:645 BOSS & MAYES TESTING ENGINEERS, INC,, MODULAR FOOD SERVICE FACILITY BE & C' Engineers Page 7 PERMIT # 91 -222 INSPECTION REPORTS 8 -21 -91 :Arrived 'on project site this afternoon as requested. Conducted one compaction', test :at subgrade 60'• north of .jacking pit,, using proctor value of 113.0: at 8.6 %. Test #1 'was 97% at 4.4% optimum moisture Compaction requirements meet 95% specification. JOB # 09391 INSPECTOR: Jeff Medearis 8 -23 -91 Monitored the placement of 25 cubic yards of Ocean high early (mix # 6553 AWS 6 1/2 sk III 1 '1/2 ". AE WRA) concrete into the NE corner of sewer trench, and NW sign post and curb adjacent to guard shack. Concrete placed via truck chute. at 4" to 5" slump. Temperature was 83 degrees. Consistently vibrated.' One set of three 6x12 cylinders was cast; Reinforcing steel inspected and found per CNJJ fax # 071691 -A7 sketch dated 7- 17 -91, le: #5 dowels at, 18" o. c:.set in high strength grout #4 at 12 ".a.c. (two mats) with 2" clearances adhered to.' INSPECTOR Grant ,Hagen 19015 36TH AVE, WEST • LY■NWOOD, WA 98036 • (206),778 =4402 • FAX (206) 775 -9175" -BOSS 14 MAYES MODULAR FOOD SERVICE FACILITY BE &.0 Engineers Page 6 PERMIT #. 91 -222 TESTING ENGINEERS, INC. INSPECTION REPORTS JOB # 09391 .8 -20 -91 Inspected resteel placed for slab on grade, pavement patch strip for jacking pit, north of railroad track. Found it to be as called for by sketch # 071691 -A7 except for where slab was poured against existing keywayed slab. Then observed placing of 43 cubic yards of 6 1/2 sk paving mix # 6553 AWS from :,Ocean Concrete at a 5" slump, 83 degree temp into this area by truck chute and consolidated by internal vibration.. Cast three test cylinders from 2nd load and . had resteel clearances corrected, if and when it was moved during concrete placement. Contractor also did pavement patch at watermain valve box repair. Resteel was ok: INSPECTOR: Phil Stevens 19015 36TH AVE, WEST • LYNNWOOD, WA 98036 • (206) 778 4402 • FAX 775 -9175 AUG 2 7 .1991 -- --1055 & MAYES TESTING ENGINEERS, INC. Project:' Modular Food Service Facility 8701 East Marginal Way.South .Seattle, Washington Clements & Juarez: .Clements & Juarez Clear - 90+ F Client: Contractor: .Weather Product: Concrete Producer:'Ocean Sample Temp:, 85 F Slump: 4 1/4" Mix Proportions: 3/4" -990, Coarse Agg 1 1/2" -990 Fine Agg. : SS -1245 Water 255 Mix Design 4 6553 AWS Date Rec' Sample Number Lab 2a 4015 2b 4016 2c 4017 Date Date Made Tested 8 -15 -91 8 -15 -91 8 -15 -91 LABORATORY TEST REPORT : 8 8 -22 -91 9- 12 -91, 9- 12 -91. Cement: 611 WRA, : 1 A/E Admix: 5 16 -91 Placement'Location & Notes:' Seta Paving patch strip 8" storm drain around perimeter of building Age 7 28 28 INSPECTOR: Phil Stevens 19015 36TH AVE. WEST • LYNNWOOD, WA 98036 • (206) 778 -4402 Job # : 09351 Permit 1 91 -222 Date Made: 8- 15 -91,, Ticket I: 91798 Entrained Air: Yes Load /lbs 122,500 Size FAX (206) 775-9175 Type: III 'Design f'c /28 -day: ,4,000 6x12 4, 335 6x12 6x12 Strength PSI Project: --BOSS & MAYES Client: Contractor: Weather: Product: Concrete Producer: Lonestar Sample Temp: 85 F Slump: 4" Mix Proportions: Coarse Agg : Pea -1778 Fine Agg. BSD -1455 Water : 32 Mix Design # 3705 Modular Food Service Facility 8701 East Marginal Way South Seattle, Washington Clements & Juarez Clements & Juarez Clear - 90+ F Date Recd: Sample Date Number Lab # Date Made Tested 3a 4018 8 -15 -91 8 -22 -91 3b 4019 8 -15 -91 9 -12 -91 3c 4020 8 -15 -91 9 -12 -91 __ 11111111111NI .r■ TESTING ENGINEERS, INC, LABORATORY TEST REPORT. Job # 09391 Permit # : 91-222 Date Made: 8 -15 -91 Cement: 470 WRA : N/A A/E Admix: 3.53 oz/cy Color: 45 lbs red oxide dye 8 -16 -91 • Design f'c /28 -day: 2 Placement Location & Notes: Set 2 Electrical conduit trench at railroad track (both sides) Age 7 28 28 98,000 Ticket #: 119676 Entrained Air:. Yes INSPECTOR: Phil'Stevens 19015 36TH AVE, WEST • LYNNWOOD, WA 98036 • (206) 778 -4402 • FAX (206) 775 -9175 Type: II Strength Load /lbs "Size PSI 6x12 3,465 6x12 6x12 400 4a 4b 4c 4103 4104 4105 ®1055 & MAYES TESTING ENGINEERS, INC, Project:. Modular Food Service Facility 8701 East Marginal Way South Seattle, Washington Client: Clements .& Juarez Contractor: Clements & Juarez Weather: Sunny - 70+ F Product: Concrete Producer: Ocean Sample. Temp: 85 F Mix Proportions: Coarse'Agg : 1 1/2- 990, 3/4 -990 Fine - Agg. i SS -1245 Water : 255 . Mix Design # 6553 AWS Date Recd: 8- 20 -91 Placement Location & Notes: Receiving pit Cast at 14 c/y of 27 c/y total -Sample Date Number Lab # Date Made Tested 8 -19 -91 8 -19 -91 8 -19 -91 LABORATORY TEST REPORT Slump: 5 1/2" 8 -26 -91 9 -16 -91 9 -16 -91 Job # : 09391 Permit # : 91 -222 Date Made: 8 =19 -91 Cement: 611 WRA : 5 oz /cwt A/E Admix: 1 oz /yd Ticket #: 92105 Entrained Air: Yes ' Design f'c /28 -day: ' 4,000 Age Load /lbs. Size 7. 119,800,' " 6x12 28 463,000 6x12 28 . .� 158,000` 6x12 f sEP I9199I cr. or , E.(lk.uvEt.A " INSPECTOR i �� } J`ef' .REVIEWED BY :: Type: III Strength PSI 1901 36TH AVE, WEST • LYNNWOOD, WA 98036 • (206) 778 -4402 • FAX (206) 775 -9175 .�_��►55 & MAYES TESTING ENGINEERS, INC. :LABORATORY TEST REPORT Project: Modular Food Service Facility 8701 East Marginal Way South Seattle, Washington Client: Clements & Juarez Contractor: Clements & Juarez Weather: Clear - 70+ F Product: Concrete Producer: Ocean Sample Temp :. 83 F Slump: 5" Mix.Proportions: Coarse Agg s'1 1/2 -990, 3/4 -990 Fine :Agg SS -1245 Water :; 255 Mix Design # 6553 AWS , Date Rec'd: 8 -21 -91 Placement Location,& Notes: Pavement ;patch strip Jacking - North'side o 2nd load Sample Number Lab 5a 5b 5c 4158 415 4160 Date Date Made 'Tested - 8- 20 -91. 8 -27 -91 8 -20 -91 9-- 17-91 8 -20 -91 9 -17 -91 19015 36TH AVE, WEST railroad Job # : 09391 Permit # : 91 -222 Date Made: 8 -20 -91 Cement: 611 WRA : 5 oz /100 A/E Admix: 1/2 oz /100 track Ticket #: N/A Entrained Air: Yes Design f'c /28 -day: 4,000 Age INSPECTOR: Load /lbs Size 7 103,000 :6x12 28 138,500 6x12 28 141,000 6x12 Phil Stevens Type: III Strength PSI 3,645 4,900 4,990 LYNNWOOD; WA 98036 • (206) 778 -4402 • FAX (206) 775 -9175 L & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Modular Food Service Facility.: 8701 East Marginal Way South Seattle, Washington Client: Clements & Juarez Contractor: Clements •& Juarez Weather.: ; Clear 90+ F Product: 'Concrete. Producer: Ocean Sample Temp: 85 F Slump: 4 1/4" Mix Proportions: Coarse Agg : Fine; Agg • ' Water : 3/4" -990, 1 1/2" -990 SS- 1245 255 Mix Design -# 6 553 AWS Date Rec'd: Placement & Notes: Set 1 Paving patch strip 8" storm drain around perimeter of building Sample Date Number Lab # Date Made Tested 2a 4015 8 -15 -91 8 -22 -91 2b. 4016 8 -15 -91 9 -12 -91 2c 4017 8 -15 -91 9 -12 -91 ' } [ � F :0 \!? /1t � SEP171991 Ct t 'r Ur unkN►LA PLANNING DEPT. Age 7 . 28 28 Cement:, WRA : A/E Admix: Job # : 09391 Permit # : 91 -222 Date Made: 8 -15 -91 Ticket #: 91798 Entrained Air: .Yes 5 16 -91 ' Design f'c /28 -day: 4,000 INSPECTOR: Load /lbs 122,500 162,000 157,500 6x12 6x12 6x12: Phil Stevens 19015 36TH AVE, WEST • LYNNWOOD, WA 98036 •'(206)778 -4402 • FAX (206) 775 -9175' Type : ' I I I Strength Size PSI. 4,335 5,730 5,570 12--BOSS & MAYES TESTING ENGINEERS, INC, Project: Client: Contractor: Weather: Product: Concrete Producer: Lonestar. Sample Temp: 85 F Slump: 4" Mix Proportions: Coarse.Agg :,Pea -17,78 Fine Agg. : BSD -1455 Water 32.. Mix Design # 3705 Placement Location &.Notes: Set 2 Electrical conduit trench at railroad track Sample Number Lab # Date Made. Tested 3a 3b 3c 4018' 4019 4020 Modular Food Service Facility 8701 East Marginal Way South Seattle, Washington Clements & Juarez Clements, & Juarez Clear - 90+ F . 8 -15 -91 8- 15 -91' 8 -15 -91 19015, 36TH AVE, WEST Date Rec' Date 8- 22 -9.1 9 -12 -91 9- 12 -91. LABORATORY TEST REPORT LYNNWOOD, WA 98036 Job. # :' 09391 Permit # : 91 -222 Date Made: 8 -15 -91 Cement: 470 WRA : N/A . A/E Admix: 3.53 oz /cy Color: 45 lbs red Ticket #: 119676 Entrained Air:. Yes Type:. II oxide dye 8 -16 -91 Design f'c /28 -day: 2,400 (both sides) Age '' Load /lbs 7 98,000 28 146,000' 28 143,000 Size. 6x12 6x12 6x12 INSPECTOR Phil Stevens REVIEWED BY: ,, (206) 778 -4402 •. FAX (206) 775 -9175 Strength PSI .3,465 5,165 5,060 Sample, Number la lb lc 13 ®�� & MAYES ` ' .. TESTING ENGINEERS, INC. E Q 1 3 1991 Lab 3931 3932 3933 LABORATORY TEST REPORT Projects' Modular Food Service Facility 8701 East Marginal.Way South Seattle, Washington Client: 0 `Cl & Juarez Contractor: Clements & Juarez Weather:. . Clear - 80 F Product: Concrete Producer: Stoneway Sample Temp:. 86 F Slump: 3 3/4" Mix Design # 6520 -H Date Rec' Placement Location & Notes: Pavement patch strip from NE corner o construction joint at 80' ( +1 -) .Date - Date Made Tested 8 -12 -91 8- 19 -91 • 8 -12 -91 9 -9 -91 8 -12 -91 9 -9 -91 8 -13 -91 Age c Mix Proportions Coarse Agg 1 1/2" -860, 7/8" -1040 Cement: 611 Fine Agg. SS -1300 WRA : 6.00 Water; 240 A/E Admix: 1.00 /cy existin Job # . 09391 Permit # : 91 -222 Date Made: 8 -12 -91 Ticket #: 322511 Entrained Air: Yes Type: III Design f'.c /28 -day: 4,000 building east to Load /lbs Size 7 131,000 " 6x12 28' 157,0 6x12 28. 160,000 ._6x12 19015 36TH AVE. WEST, • LYNNWOOD, WA 98036 • (206) 778 -4402. FAX (206) 775 -9175 ;Strength PSI 4,635 5,555 5,660 g 3 -BOSS & MAYES TESTING ENGINEERS; INC. Project: Modular Food Service Facility -8701 East Marginal Way South Seattle, Washington Client: Clements & Juarez Contractor: Clements & Juarez Weather: Cloudy 60 F Product: Concrete Producer: Ocean Sample Temp: 83 F Slump: 5" Mix. Proportions: Coarse Agg : 1 1/2" -990, 3/4" -990' Fine Agg. 1245 Water : 255 +.30, at site Mix Design # 6554 AWS Placement Location & Notes : NE corner of sewer trench, •Guard shack NW sign post and corner curb Cast at 13 c /y "of 25 c/y total Sample Number Lab 6a 6b .6c 4246 4247 4248 LABORATORY TEST REPORT Date Recd: 8 -24 -91 Date Date: Made Tested • 8 -23 -91 8- :30 -91 8 -23 -91 9 -20 -91 8 -23 -91 9-20-91 .28 19015 36TH AVE. WEST • LYNNWOOD, WA 98036 Cement: 611 WRA : 5 •A /E Admix: .1 . Age 7 28 INSPECTOR Job # : 09391 Permit # 91 -222 Date Made: 8 -23 -91 Ticket #: 92618 Entrained Air: Yes Type: III Design Vc /28 -day: 4,000 Strength .Load /lbs 'Size • PSI 109,000 . Grant Hagen 6x12 3,855 6x12 6x12 FAX (206) 775 -9175 PROJECT: ,' ,,,, lA , ,4 : � A ...MI. .'d V ;— �!+ ' PERMIT NO. & 3 DATE CALLED: j — (0`" q SITE ADDRESS: TYPE OF INSPECTION: ; aA. 1iil41' cbmite , r DATE WANTED: REQUESTER: / SPECIAL INSTRUCTIONS: — PHONE NO.: ' I►', ' — / b I SPECTION RESULTS /COMMENT --''' mor INCI7P TAR! / l / ✓l []ATE i 9, • CITY OF TUKWIL4 Dept. of Community Development - Bullding Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 TYPE OF INSPECTION: SPECIAL INSTRUCTIONS: INSPECTION RESULTS /COMMENTS: INSPECTOR: c INSPECTION RECORD CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206 431 -3670 . 4 PROJECT: L , 1 � u� = - ! ` � PERMIT NO. 1 SITE ADDRESS: -9 11111b14 �,�,'fi� DATE CALLED: 0 r .e.1 DATE WANTED: 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 e.m .m. REQUESTER: `7 A6 PHONE NO.: DATE: 7 / �%)� Permit No. 7e)32 The following items /) Date 7 -114 P ` Job Address CORRECTION NOTICE are found to be in violation of Ordinance j. and shall be corrected. s 4'- 7 L-- —ems - e4e / �► u c• �?.ced rn ; ?_,.sue /e r1 r 1,1___c_ -7 7 CITY OF TUKWILA Building Division 6200 Southcentor Blvd. Tukwila, WA 98188 433 -1845 Signed etize2 4/ Building Official /Inspector PROJECT: 1. .. t.. t ` A PERMIT NO. (D(D ''/,4�,�/_ ' DATE CALLED: SITE ADDRESS: TYPE OF INSPECTION: M a,� DATE WANTED: ' � 1 / 41CI TA,, , , SPECIAL INSTRUCTIONS: REQUESTER: I PHONE NO.: 0 7M - 5030 INSPECTION RESULTS /COMMENTS: 6 -7%.- 0.-..Q !- _ 4- v.e _ - C4'kr eT • J �1 CITY OF TUKWIL.A Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 0,..01A1 A-L) ; a ,�,� PERMIT NO. (e� D 5Q— ( DATE CALLED: (n --- 26 -9/ , SITE ADDRESS: �'>S C) ) - Iii/A 64_,) — TYPE OF INSPECTION: - /t--///4G'.K -�, DATE WANTED: 6 �-- &'? --9/ SPECIAL INSTRUCTIONS: , REQUESTER: 1'L,, PHONE NO.: q " INSPECTION RESULTS /COMMENTS: cc_a .-- I 1 IR INSPECTOR: �-�- i DATE: 6 - Zi? ct t CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southoenter Boulevard - #100 Tukwila Washington 98188 *ILA 190 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 ' Project Name L c/ ";e.: C,r(4 Address .., Suite # Sprinklers: G .■................ Fire Alarm: v Hood & Duct: 0/V Halon: ti Monitor: Pre-Fire: , Permits: City of Tukwila FINALAPP.FRM TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor / Control No. 9 - Permit No. / 2 Retain current inspection schedule X Needs shift inspection Approved without correction notice Approved with correction notice issued • - / / e Authorized Signature Date • ' • T.F.D. Form F.P. 85 CITY OF TUKWILA 6200 SOUTIICENTER 11OULEVARD, TUKWILA, WASHINGTON 98188 PHONE # (206) 433.1800 Plan 'Check #91 -222: Exercise Equipment Center 359 Strander Bl THE FOLLOWING COMMENTS APPLY TO AND BECOME iW OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER %�� 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 3. All mechanical work shall be under separate permit through the City of Tukwila. 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 6,. Partition walls attached to _grid .._must be laterally braced if over eight (8) feet in length. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 9. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Gary L. Vanl)uscn, Mayor "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 R 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 359 Strander Bl BUILDIIG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: co— i Exercise Equipment Center CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries -- 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 00/14/00 P . AN REVIEW COMMEN-. S Plan Check No.: l' 2ZZ Project: . 5 REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. 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 and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high- strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. e Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the sons report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. (2 Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney Framing , 7. 8. Insulation 9. Suspended Ceiling X 10. Wall Board Fastening 11. 12. 13. X 14. Fire Final 15. Planning Final 16. Public Works Final >,17. Building Final P . AN REVIEW COMMEN-. S Plan Check No.: l' 2ZZ Project: . 5 REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. 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 and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high- strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. e Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the sons report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. (2 Certificate of Occupancy will be required for this permit. City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control ##91 -222 June 6, 1991 Re: Exercise Equipment Center - 359 Strander Blvd. Dear Sir: Gary L. VanDusen, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) 4. All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72A, 1 -2.2 & NFPA 72E) (UFC 10.301) 5. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 6. The entrance to the store shall be posted with a "No Smoking" sign. "No Smoking" signs shall be conspicuously posted throughout the store. 7. When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43 -7. (UFC 10.401) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread City o Tukwila cc: T.F.D. file ncd FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 Yours truly, The Tukwila Fire Prevention Bureau Gary L. VanDusen, Mayor rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. CITY OF TUK VILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: .VxGecisE 01p 3 i ADDRESS: A07E WARD, DATE: 91 . OCCUPANCY GROUP j / R L_ 6 ARLES TYPE OF CONSTRUCTION V W 6pex, LOCATION ON PROPERTY $L , 'A' �Q(` BUILDING HEIGHT /# OF STORIES FLOOR AREA LOAD PLAN CHECK PLAN REVIEW NUMBER idz /30 = 77 5d -3.Y) k / `300 z 3TAL-r- 7F cad. 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 EXITING REQUIREMENTS 64 Les j QC Lt . > .. Too C)CtT'S RE&t . Tc.DO tzoo me.a V 0.14, 11n Coe Issues CEP. of Ex as O. - 17coc2, itac ctiat 0,K. DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION 4Q O PART V, CHAPTER 23, w.S. E.C. �1 G CHAPTER 51-10, W.A.C. D, {� NOTES PREPARED BY: DATEW4A 1 I RESTROOM PLAT VICINITY MAP Hai SEISMIC BRACING DETAIL 4tTrJ'M+SrK" r. C. 4 -'. ' 4 0-14 4446 '.7) TENANT ( SEPARATION PARTITIO WALL DETAIL - ^ ' S ' ! ' • -^i eg"'ri 5!16 4_ •P��' ' O2 � • v 1 r2 ROOM 1 RESTROOM ELEVATIONS SITE PLAN & RGCR KING 4 FINISH SCHEDULE SALES AREA CERAMIC TILE CARPET STORAGE AREA VINYL BUILPIN 3 STRANDER BI-VD FLOOR • w pee c.eJt -I TROOM WALL DETAIL TUKWiLA POND CUILDING C o� r --- w s 1 T • BASE - 4" RUBBER BASE NO BASE Ixtope (d E&P, 11.46 00-€02: r (Yi P L A - SATT I1i501 -A O4. CEILING or rows WALLS CEILIP:c PAINTED GWB 2'X4' ACC. CLG TILE UNPAINTED NO CEILING GWB 4..4- LJo &Ng» a 14 et. r i .rtATratAti K wArer- HeaT A • • (Lire Ur w ' - Al i sha 6Yo � E A. yyE� (w t _ 91FG) t'MTEt4 PO w /Tim 's r e • 0' Ct41 I $A. S is f T7 leutet2 int%L.tTtot; 3 Qrr1et �aa Wey(»�cA/ !.1 • KAI& 11) PIN t•tJ� • /K''.WL PM% ANc Q.' Once t. I0.taal.a C. 5L41:2 THEN.",i South OW 44' COMA• Ie 10 the Northea THENCE Southeasterly length of 78.17 feet; THENCE South 88 15' THENCE South 01 44' TI•IENCE South 88 THENCE South 01 44' THENCE North 889 15' THENCE South 01 44' THENCE South 88 15' TT-TENCE South 34 33' TT•TGNC[ South 88 15' Park West; THENCE North 01 03' South margin of THENCE North 88 15' TRUE POINT OF description. r.iz w6i. ��- LEGAL DESCRIPTION 4 e.42eir i, 4j i D 'Gh o 4 t PHoH' • 1 71 2'�4 L, ic1N 1✓t- ` . I 2' ; e 2 ' 1i-f'iN rt- o5 r t r. T r (efi)f 'flint pnrtio)t of Ihr Southwest dclarier of the Nortl►enst quitrlcr of ScrIlon 26, Tovtoship 2:1 North, Range 4 Rant, of the WI lnmelte Meridian; in flop, County, Ward ii'.';ton. COMM :►f•iCiNG nt Iho•Soothwettt corner of the Southwest gunner of Ihr Norti.cntt quarter of solo Section 26; Tf lfNC. North 01 10' 24" !lost, along RnId West line of said Southwest quarter 1293.57 feet to the South margin of Strander Boulevard; THENCE South•88 15' 33" Mot, nlong sale! margin, 665.00 feet to the TRUE POINT O1 BEGINNi' of this description. 27" West, 63.00 feet to point of tangent curvature st having a radttts of 130.00 feet; along 5■1(1 curve through nn arc of 34 27' 01" an arc 33" East, 2:2.17 feet; 27" West, 62.00 feet; 33" Eest, 9.00 feet; 27" West, 62.00 feet; 33" West, 133.00 feet; 27" West, 150.00 feet; 33" Est, 299.82 feet 18" East, 204.5 feet; 33" East, 1616.74 feet to the West margin of Andover 25" East along said West ma -3in 575.42 feet to the Strandcr Boulevard; 34" West along said South margin, 641.73 feet to the BEGINNING and TERMINUS of this legal op4r p Gam-- 1-11 A O ' : . I I•r'It •R Tukwila requirements. Me I�IG� - 1 Jam °.3p 4 - - - - -- �1 ',�-- (-.371f2. f., 12 / '''S'"`--'a,!2 /6 l ' h ' ! •►C7 ' LL se � � i i-l6r 1 Ir�' - -___ - .- . .1z v L ;- r , \ t' vi- 1 * ( I- L � - -tom_ - .� _ -CI_ _11--------- - _ _ W } - I `N 2e60 ° • GENERAL NOTES (FOR LANDLORD WORK ONLY) 1. The contractor shall voaify and confirm all dimensions Anti conditions. Notify Arehlteet of any discrepancies prior to start of work. 2. Do not weal@ drawings. 3. Occttpsancy: 11.2. retail, office and storage. Interior tenant modification. No structural work unless expressly noted otherwise. 4. 3. Provide fire alarm system If required per NPPA 712A, 71211 and Clay of 6. All work shall conform Qo thy. The Washington Stela Building Code and all jurisdiction rules and regulations. 7, Mechanical supply of outside air and mechanical exhaust of building air shall be automatically shut off and duct closed minimum 5 hoists day during non occupancy (WSEC 403(d)IA). 8, Primary source of heaiing$ for tenant shall be one ur more heat pumps meeting provisions 4)1(b) WSEC or gas combustion !waling with minimum efficiency of 65% In accordance with section 411(b) WSEC (WSEC 403((1)10). 9, Structural integrity to be maintained, bot. chord of trusses shall not be used at supports for sprinkler pipe, mechanical duct hangors, etc.. Any modifications to above requirements to be approved by Trus Joist. 10. All root penetrations to be adequately flashed and hot mopped. 11. - Flooring: All floors to ba sealed concrete units' noted otherwise. 12. Toilet Rooms: Provide one writ hung lavatory handicap accessible with mirror; 1-H.C. water doaet 1.5 gal. water heater; 1 exhaust fan; 1 wall receptacle;1 toilet paper holder; 1 paper towel dispenser. 13. Fire Extinguishers: To be provided and Installed per code by tenant (N.I.C.). 14. Lighting: Arai - 2 4 -tube lay-in fluorescent light fixtures with energy efficient ballasts located as shown on drawing'. Light fixtures at 1/100 sq. ft.. Restrooms • Provide one surfacs-mount light fixture with switch adjaclrnt to door. i ..9 Y f ti' j3. �s • '..i:r + I I I I + I + I + I I I + 1 ! I + I I I + I ► I I I ! I 1 1 + l I l l a1ililll +III +I +i +I +I!1il ( Ili { +i +I +I +( +ijl +Iii+i+ lit +1+l+1lli1ll +1+ lit +l +i +i +l +I+I +I +1 +I +I +Ill+! +iii+ Jul+ 1II11l 1!1111111111111111111111 0 ISTHSINCH 1 2 . 3 4 5 6 7 8 9 . 10 11 MANN °ERWIHY 12 NOTE: If the microfilmed document is less clear than this . ' notice, it is due to the quality of the original document. 0£ 6Z BC LZ 9"L se be ee ee t.Z OZ 61. 8L LI 91 5L in CI ZI II p l! +, 6 8 Z. I 9 S V 1 z t Ww 0 1T 1111111111111111111Ii1Il1l!l1t 11ii tLit1111111111 1111111 1111 1 1 !lI 11111 111111 1 111! 111! 111111! 11 !1!1111r1!!!Ii!l 11111!111 11111! 1111111111111111111111 111111111111111 I I Ili I IIL ! �IL)11 II1III1111111.IIIII11 !!II • Th 2!).6 .4. 1A !:•(.�i tor• SITE/BLDC STATISTICS 1. Occupants: 2. Construction: ' -N Sprinktered 3. Cods: «.39 %CMS 4. Zoningt C-p S. Occuplancy: PROJECT ADDRESS: 359 STRANDER BLVD. TUKVy'ILA, WA 98 138 SEPARATE PERMIT AND APPROVAL REQUIRED I understand that the Plan Check approvals are ,object to errors and omissions and approval of plans doeh not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of appyoved plans acknowledged. c4 rota Elev4 frist) v E 2M54 ost4 w A\v(< -;gig v w CITY Of TU I APPROVED J I 1 01991 BUILD( G DIVISION • -mom RECEIVE CAL KAL MA Y 30 1991 PER MIT C NTER MITHUN P A R T N E R S NO OAT( ARCHITECTURE P LANNING Qc INTERIOR DESIGN 414 OLiVE WAY S U I T E 5 0 0 SEATTLE WA 98101 (206) 623 3344 PAX (206) 623 7005 MOM CRICK SHEET NUMWER OA 1I Rf FOSION FROJfCIARCHITECT REGISTERED ARIIITEGT THOMAS 0. EMRICH STATE OF WASHINGTON 2029' . nut PROJ(CTNO -RN