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HomeMy WebLinkAboutPermit D99-0378 - Highline Medical Building Associates - Basement Storage•aossv Pll1 paipaw uhILjjfl City of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 162304 -9006 Permit No: D99 -0378 Address: 13100 MILITARY RD S Status: ISSUED Suite No: Issued: 11/16/1999 Location: Expires: 05/14/2000 Category: AOFF Type: DEVPERM Zoning: 0 Const Type: Occupancy: MEDICAL OFFICE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: AUTO FIRE ALARM Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: RAINIER VI Wetlands: Slopes: N Streams: Contractor License No: IDEALCS013J2 OCCUPANT HIGHLINE MEDICAL BLDG ASSOC Phone: 13301 MILITARY RD S, TUKWILA, WA 98122 OWNER HIGHLINE MEDICAL BLDG ASSOC Phone: (206)000 -0000 13100 MILITARY ROAD S, SEATTLE WA 98168 CONTACT BRYAN LONG Phone: 253 -922 -1616 5013 PACIFIC HY E, #10, FIFE, WA 98424 CONTRACTOR IDEAL CONSTRUCTION SERVICES 5013 PACIFIC HWY E #10, FIFE WA 98424 * k** ***** *k*k4r*ik*7k**** ikyt******ti kaki rik** ** *rk******kytikkiktiktt*kti ****• kikkikityk*'k**tik*** ***** * **** Permit Description: INSTALL APPROX. 60' WALL 5/8" D/W TAPE ONLY - BASE MENT STORAGE. ****************************************************** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * Construction Valuation: $ 750.00 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 Public: N ***************************************************** * * * * * * * *** * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 58.37 *********************** * *k * * * * * * * * * * * * * * * * * * * * *1M * * * ** Permit Center Authorized Signature: * * * * * * * * * * * ** * * * * * * * ** * * * *** 1110 Date: II 110-91 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Print Name:_ 2�A,� C �onLC-1_ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Signature:_ q Date Address 13100 MILITARY RD Per.mi t. No: D99 -0378 uiti Tenant: Status: ISSUED _ Type DEVPERM App l i ed 10/15/1999 Parcel #: 162304 -9006 Issued: 11/16/1999 *** k** k************* k k****• k**• k****** k k* k• k* k* *•k *•k•k *k * ** * *A'A * . * * * * * ; *k* Permit ; Conditions: changes .wi'11 be made to the plans unless approved by the' Engineer and the Tukwila Building Division 2 'Al .1 ` permits, ` inspection rec,ords.,: :and;'appr~oved ,plans shall be available at the lob .;s:ite prior to the start - of any con ,struction. •These ;documents Y:are to : be maintained and avai 1; until f inal: 'i ion approv is. g'r a 3x Ail l construction to _ be `don`s 'i n conformance w:i th approved : p,l ans : and-requirements ` of the, : Un,i for.m Bui l d-i ng Code,: (1997 . 'Ed i t,i on) ` as amended. Uniform Mechanical Code' (1997 Ed i;t ion) , `and Washinngton State . Energy. Code (1997 Edition) 4 Validity of Permit. The issuance, ;of a permit; or-approval': of specifications,, and computations shall not be - .struedto :.be. a permit for, or an approval of z any violation. ,:of a of the provisions of 1the;;.bui lding code or of any . other ' ordinance of the , j ur i s' i ct i on. No permit presuming_. to give-authority . to v j o .ort ' .the provisions of. >th is code shall be) CITY OF TUKWILA Project m i � � a �� nt . : . ! 4l) CAL ASSOC lit s Value o oAsttruct Site A" ess: City State /Zip: ` 2 100 Milt - Ptrz.A ea, 2 I `Cv 11A. 9422 a Parcel Nu ber: i -- ei oo Prope y Owner: i'� Ackf62 Phone: Dci M ZLI$ A +O g , Stree A • : ress: Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 111 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Ci ate /Zipq�F #: soci ,, Contrac or: T. t� P• l .. L.c�.0 �� \r Phone: 7-- / 3 -- q V.,' I (01(1 Street 50 t 3 I FA C-1 G e,. I.\ � 10 City State /Zip: r■ V q P t-1 Fax #: Z S 3 -- cA Z(„- G153(9 Architect: • Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: C„�nt Per �/� il. Pho �� r , �, Street Address I .) ciPe— (CI, 4 A ,rr,.City State/Zip: : Fax #: 16 1 V6 x i Q) Li v4 2. - 5 - ci 2 co -- (0 Description of work to be done: t f O, S i o (4.0.5 1 N e, T'o.1.�, Abo P ca & y.. L , o t LA Jfa.� k Ig `� W 1 e 76 U Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family Cl Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel r7i Office SThi'L (g p-s) ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ' Office 5'ro GCB +a : ) ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes 71, no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes IN no Existing fire protection features: ❑ sprinklers l automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 50' (p existing r Area of Construction: (sq. ft.) \ ©O Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 111 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Date application 1_--°149 10 Da �1' p l' ti 1 4res: � 1T, ✓ Ap lcatlon t n b • Initials) Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TU(WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. CTPERMIT.DOC i/29/97 APPLICANT REQUEST. FOR PUBLIC WORKSSITE /CIVIL:PLAN.REVIEW. =OF THE.FOL'LOWIN (Additional reviews may be.determinedby 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 41: ❑ 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 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. PLEASE SIGN BACK OF APPLICATION FORM ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: BUILDING OWNER OR AUTHORIZED AGENT: Signaturo: ■ Date: c� C Print narnei.`" 3 .4%. • t� a1LJ / 1 `' • P i' - , �:r' t. r F. r • lv3 Address SO 1, p n Ac-- ∎ ∎ - U�jlk , Q City(,S?Kip Cl 4 . 2 ,,i ALL COMMERCIALIMULTI -F/LY TENANT IMPROVEMENT /ALtATION PERMIT APPLICATIONS ML` BE SUBMITTED WITH THE FOL WING: ➢ ,py,L L RAWIN T© BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, S OTUAAL 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) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ 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 two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTP1:lMIT.UOC 1/29/97 ti ,.�• .,max: r o i;�rs, xs ' **r******4 , • * * 'X 4t •k'e d A is' A A A A.ir * * OA. ' A4; l 4 ,Sl * # I Ir . A. 4 r r.x r�r f.Uxt�ILa , 144 : � ftt geml't ::4 *, •,4 f � F : A A' . 4, 4. * *, ,4 * *A ;►. *, � * 0 * t' * # * .i. 4. ***.!*** . f 10,15.t4I F 'Nunibei ft'E3'O6117. Ainnunt,.M1 37,1..5 111162 15v10.. jivmert'b :; Me 1 C fLCK' Notpi:i.urr w..' 1 ¶ERV1.LCS...;. 3: i i t; .: WE.tti f'er Ptuw t 1 1 :� 1.37 f Tyne: .ULVIL:Rrf UEV.FLPPME'IT': PE.Iil<T ,ar ce ,• 61,',.:1.1;:•_'3`{.4- 9i)ttiu.... Site ::F3ti : Jx;er>e.a.. 1.31.00 i 1LIIARY RD 8 • T'ct ;a'! 1fee 5847 3,7.15 1"a.ta1 . ALL f nt. i.M 8.37 • lia"l.aete0:. ,.0') *,t*•s.* * **'* .k.A.k.oi• *AA **, : k4k E.•k; *:*A :iO4,4,4r* ***4* * *s►4,,i•A A.A.A“ *A*.A.A•k+4AA *kkA: Account, Ciid,e.:. Drrrtpt;inn 0mr o00/a :42 :.100. uurLf Im - NU1 ES 32.65 .000/386:90A .8TA .t3UTLI XIIG SUttekAft6L' 44 • 3065 1.1/17 0710 TOTAL 37.15 _o k- A *A.k+ k,k* t * **.l** 1Ak *4*fi' t.l dt* ***: k* ** *hk•4 *A:1•* *do** *4*****4isk TOKW3:LFi. Wt� ` li r,r int ptI «: 10 /'1.l1,t9 11.:30 1!{ i�.r�:ihi),1 a; k nl y4 * k• kkA. h. A* tA*:** t: t. • F.• * }*' *:1* F•: :� kit : {•:1••�. } *h**:kkAfik I Rffl' 3 h111 fil It; R90.00i69 ArRour.t. 21..22 1O;;'161".49 `.N .in�nL .f4c rliod I I4CLI�,, l:al iaii ':[I?Lial: SERVICES I ttii b« "140fl _ J r •�'l�,a.z:.D.2V.O37#3; • bEVPERN . DEVELOPMENT PERMIT Pctr‘Ce lb O: - 462304-900 iLd Add l eSs,c. 1.;3100 MILS'(i.RY RD r," 'fatal Fees: . . . 58.37 21.22 :Total ALL I 2 21.22 HAlance «. fir kk,l **,rar * *A *A• * * ** *A*•kA ; *r * *:tk *r• *•ha • l{Afi*•tii Account Codta., 000/34536 • f'L(AN CHECK =• N GORES 8039 10/19 9717 TOTAL 21.22 • P r• ct: • e T . .f Inspect on: A • . A •1O A ._ D•tec pedal instructions: / Date a d: p.m. lV i OZ �� Ph4q �l o � .-- %, '- ..1-7 ' 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 9618 (206)431 -3670 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1' El $4'00 REINSPECTION FEE REQUIRED. Prior to inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 0 ( I e#Y14 A.crC_ ZA. . f,/D (eaS1 )LT)Ol f ,U & - <) SrQ t1q e" to - 1&1 s V 5/06 ( )1 /-44u O! A 0Z\USr 40-6 CLaSe "D Dogs O Civt0 E. S&>/-1 CS %j6 fm 94-a 0 ,ti4) /9�-es / nitis7 - Be d-' / -- ,2 , , /' °"4 7 P4D ,S"- e 1- 6 i7 , , ../9.e tee - c.&/ 0 5‘,-- ii="14Y /l cr.)c s ,64€4 5 /S7 -ufS p e n • i Tyke Inspection 1 d rno Date Ile :, / ab Special instruct ons:. Datnanied cD e f) PP . % _ -l10_ o (, _ . nsmaixaek.T#" -:G L�a:L'1Y:Ki:.:i��T?« 2.- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 'Corrections required prior to approval. Dater/ 0 $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: ft. COMMENTS: y o ACClc7XreWr ,4,,1 ,a' ,. . 1- 0(54CLS -CCbT 9?& S i7t 4 1. 4ifik2';; :e ..&G - e e , . 6-9/6 (19141. 7 Date ailed: (4).- P.e--09-7AAE 4:00.4 Pl./VP /A(0? Cep pAeicoilro Special -- , Date wanted: • a.m P.m. 4 Pro' c ` ,/ t .w .. �.;` `..--" Type of pej ss gi /l, / instructions: � y Date ailed: /-7 / Special -- , Date wanted: j. „." / 42/ S a.m P.m. Requester: n ' di ! , Pho7 38 , g_ as 3e INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 S oythgenter Blvd, #100 Tukwij431, WA 9818 01 o 378 PERMIT NO. (206)431 -3670 n Approved per applicable codes. Corrections required prior to approval. El $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: may.._..•... , .....a• .,r� i a �.� t717f * . .. ...n.. �' i.: Lr�rr�::; t. �.• y , ., , ^ tiia. ���`: a+ r'.t,�t� » Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: City of Tukwila ila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM � n Project Name � Sh \v1 ` N\C-: \ L..r,., 1'j AS, W, Address 13, 0 fY> >��t �� S Retain current inspection schedule Needs shift inspection C Authorized Signature Approved without correction notice Approved with correction• notice issued LNALAPP.FRM T.F.D. Form F.P. 85 76 Fa,if �ls.i rFgsZmi.yrPrr`.uh�".:k¢� i. John W. Rants, Mayor Thomas P. Keefe, Are Chief Permit No. C i ° \ 031 Suite # 4O()) Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 57$4439 DEPARTMENTS: ('Division I1-241 Publ W „ Q Q. (o-('q-9q TUES /THURS ROUTI G: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 >.r1 nrt�; Approved with Conditions Firel 10 Structural P QM\M* Ccn?(. co PLAN REVIEW /ROUTIN'G SLIP ARM. 1. ITY NUMBER: :.D99 -0378 OJECT NAME: HIGHLINE MEDICAL ASSOC. XX Original Plan; Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete E Comments: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division n/t- -1a i1 Permit Coordinator DUE DATE: 10 -19 -99 Not Applicable n No further Review Required J:gr, DATE: DUE DATE 11 -16 -99 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Fire Department Review Control #D99 -0378 (512) Dear Sir: City of Tukwila Fire Department October 21, 1999 Re: Highline Medical Associates - 13100 Military Road South Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) .57. 54439 '':C7::y:� >r�r� �i:i'e.'. i' ° 1¢d Mi ��! Ci^ tw?: HU;' re_"'. Y.* cYa7 �u;;• tr�F :; " <'."-zil..'K^r " t > +: i s City of Tukwila Fire Department Page number 2 • space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. (UFC 1207.1) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575-4439 of City of Tukwila Fire Department Page number 3 , tii'i: .',\iSs y...'vti'.scj; » ', ?i•�i1 ±si1.!' w }ry ..� `:R John W. Rants, Mayor Thomas P. Keefe, Fire Chief 4. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for • approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 37$ 4404 • Fax (206) 5754439 City of Tukwila John W Rants, Mayor Fire Department Thomas P'Keefe, Fire Chief Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT- GENERAL - aPtIbtAildkyp- 4FIPECTIVEljATW: IDEAL CONSTRUCTION SERVICES 5013 PACIFIC HWY E #10 FIFE WA 98424 I 1 1 I 1 1 I, I i ffas.ostomann - criEpARTMENT.OF LABOR AND INDUSTRIES - . , IIICEN . SED AS 'PROVIDED BY LAW AS - - ELEC CONTR GENERAL 1 A I . sfiNER:LnTO . f Ft% POIK PAM /22 /11999'. 1 IDEAL SERVICES INC . 5013 PACIFIC HWY E 10 FIFE WA 98424 ....... " storage only crawl hatch Storage area c/o Schumacher Leasing 13100 Military Rd S. Tukwilla, WA 7 crawl hatch // fligtO s -; w OF SJ D CITY fl OF TUKWILA PERMIT CENTER VICINITY MAP NO 545 . E. 6i =40.4,3 - ei 5 �. _ 42 . : =.F o; „f;. LR. E l • 0 -i•T ? J (26, REQp.) p ter_• - c) CQ F; TYPE T V cw.ansam r.._.. : , er< rtsr ez . At ■r . LE DESI".R I'"CL"OM That. Partior of the : of y of See. 16. Taus t,i ;a.p 4 EIiI'. 2 cf,curibed aa railer,,'$» 5egionime, at t fl ince Line of Military gaaec themee Easta a said ,a_ h a _ Ca a poi= 561' Eaat crf tte corner of said subdivision; ',thenee3brta at rign= antle 244%. the West—parallel w t: one n Lime of , , , ot sz:dattimisioe. ta tbe Easterly mine of said road» :;enee ce °-",' sad. Easterly Li„,„ t2+ c' p's t•^ o "_ d P ,,,,i nmu • except the NeertherLy 213 mimed ateag ate the Easterly ;r ;Inc or sa:ld€ tract; gym 33e17 64' mo,e: red along d' E sterLy Litre. INDEX To D A'd':1NG5 A ! 5E7 r U,� E 5 Otis • A2 A 3 2.-A,!•1 A 4 _ UP ' P A 5 _ — }:" L• IJ ; _`,' �. A A 7 ‘51 A N A 9f r AIItc :� PAN A to INTERIOR •ELEV5. • A 11 INTRIOR.tLEVS • • A Z INT�I�IO ' —LENS ,DOOR �i FIN. �C NcD; • 1 l TEMP 'APY Ei�O JIOri' Co` 1 :0_ D 2 ToP:,•;,I M I SA1.ttT'ARY '°:ESVER M2 WATER MAIN F,XTN51QN L PL - .E I LOWER F'LCX7R EL5c,F'LA1 E2 . UPPER'ELCuR 1✓ CITY OF TOM . WPUVED NOV 121599 AS NolLu GOV NIV'u a e:y but 1.di.t:g1, LLt'■artmertt 1 97S imN$': EX-'J:Jt x:cttl'ANCY:.B -2 4.rr.. 6'r: r rC "E LeADs Roof (Snow) 25 Lt.: Balcony J'J k SF Office FOUNDATION, Exterior oo:.L :r and exterior :•pandrel Scams 1' -6" (minimum). below ,de. too :.., to bear on t rm undisturbed earth. L' -0" t,i ni below existing da Backf o be thuruuL;hly compacted per S pec° _cu: - io aa.. ."ru v _c.c: ?' - (minimum)' continuous bottom of all walls and footings. CONCRETE Xirtmum 23 day cc:r:prc , - .enl;th ZOC'L PSI. Ta.'Errx5t,: t! ec' and have a maximum slump o 4' REINFORCE ENT: .AST`:' A615, ,grade 40 deformed. Placing shall conforce to Standard Practice outlined in ACE Report 315 -74. Lap continuous reinforcement corner bar•, 2' -0 X 2' -0" at all all and footing corners and intersections. Si::e and spacing - to match, L a horiont rei .^.: orcement. Wall subs shall project 27 .(I .a & ter:,)urd shall Sea - raini:.:ua of 1' -6" long, _ size and spacing an vertical steel_. t:i:cre walls - ;without - vertical reinforcing are poured separate from footing . provide _4 X l -5" studs o.c. - WALLS: ITIECKNESS HORIZONTAL- VERTICAL 5" ,wall 6 under i5 at 18" o.c. .:F5 at 18" 8" ..all i5 at 12" o.c. 45 -at 18" _ - 70" ;.all t4 at 12 ". e-.f. - 4 at -I8" e.f: 0.3 of 17. 0 :2 of I I. .All other galls '.A.a 2 - GS =e. .1t.1 : ;cIZ.._ .O�'IN« .t CONCRETE COVER•OF REINFORCING Concrete formed against earth -3 "; formed concrete with earth backfill - 2" column,ties.,walls exposed to weather, slabs on, grade'- 1,Z inside face of .walls '- 1 " -. I STRLCTURAI. STEEL i:.= Plates, bars rolled shape`- ASIM 436,.fb= 22.000 PSI. - Detail ,.fabricate and erect in accordance. with AISC Specifications and-Code of Standard Practice.. All welding by governing auth^ certified welders.. SAWN _Lumber to be stress grade Hem -Fir or .a. follows: :LIE SPECIES 4 X Douglas Fir. . 6- X-beams. Douglass Lir Exterior wall studs Hcm -Fir Roo: joists. floor .i sts - Ha:.1-Fir Interior studs Hem -Fir Be ling Wall plates - .o sills - - • - Douglas Fir Other lumber - - Hem -Fir PLYWOOD :Bolt -heads and. nuts bearing against :: wood -to be provided"c.�ith`i�.I.' washers except an sill plates and steel.beam.nailers use cut washers.: Wood bearing on or' installed :Within -1" -of masonry-.'6r.: . - concrete to be treated with an approved preservative .. - ,.Solid blocking of not l.ess--than 2" thickness shall: be - provided at :. -. `ends :and -all supports of` joists and rafters... Between= supports provide blocking or approved-bridging - at 8' - o.c. for ..flcor.-joist , -10' = for.roof joists, Typical sill .bolts co be 5 /6 ". diameter. at 4'' -0: o,.c :;.embed�.7 " -. Beam , and joist hangers to have cal?actiy',equa1 to- :shear strength ,of beam_Qr. foist - unless noted otherwise. Al1:,metal. framing anchors ai?d hangerNc. 'shown on drawings shall be "Strong- Tie - Connectors " ;as manufactured .by. Simpson 'Company or approved' equal.. _ . Plywood roof and all sheath)_ . Standrad Sheathing (with exte Standard PS 1 -74 Minimum pl edges_and "'o c.. at interio plywood, 104 common for 5/8' Nails to be 10d cormllon•fol shall be blocked). Stagger,e GLUED LAMINATED LUMBER. . D.F. ASCU. Grade, wrapped 240 glue.. Laminated members to b approved by the. governing out 11 L 5 ?o,° Ar EAV /A/cs tDC �tE hC.!ES WhI • ' 570P cN / /NG )L�^pSL 1600 psi 1400 psi 120'Opsi 625 -psi g to be FILE COPY r gl a -S Prodo t mood naill:hgrotplalbrf h6s o - c at all - suPpBrcnBa arkia3rilakila '..�Sd commo for 1" - 3/od ra4 "' 1 p a 1 " loo dge.. sh athing.. • o - §o korr l i�SFWAIE19t- - copy of approved 1 riy PSI Comb;vation. 2 11 :PS56 -7 :wat- ABS r• rEti£ile ` 'Ac' fabricator. hall be ority.. Permit I. VI av \ cc FiAM!F I . • u i fi -- H F nrr" t p `t_ c12N'lG, /N ✓l•.,:. - °c_ �7c.P Snti p.:.aK K AT /-/°N tCUfr; EP ,ARK 57,4Z-Z— kind ( Nasie) Sc.s mic '4 • GRADE No :.t.; : v : ::• .:a . Select No.- 1 . - Standard or better- . / ::Standardor: :better :.. RECEIVED CiiY OF TUI(WILA (1C'f 1 N,' 1999 PERMIT CENTER 25 VSl_% - Lone 3- In 25'5 -. storage only I: i 1 ' 1999 .' tl onirmilK crawl hatch Storage area c/o Schumacher Leasing 13100 Military Rd S. Tukwilla, WA crawl hatch /_/ //e u 1)/m — .TA- Pa I Nc LLtt tNc CCILtt g of STO9 1ZC©MS lYSG7 50'8 Plc! —0 372' rVVl9J �C 1. altl 14. PERMIT CENTER l_l`EG 712 WILA - Proms cL u 44,Ttmrkr- FLcttt-tg " OF : = -I D Lr.:fX7C7 G'�r�"�T - CIl75S 1 �8 I N'TNtC.KN 5si p RECEIVED pR 20 Mtc4,_ F= ERA`t'FDboo��,�r1 (>SSEp �tF � CITY OF TUKWILA r.M1.411 p�- -'dBV . 14t .,bRO ° E] 1C11O R IA..E§W . UTBRNW1 '6©g° eil3RIAUft 3H1 AA TUA HWHP a L E N :1� ltE �... �. 1. �•i�.. wx® an ..mom® _.. — — _.._.._ i __. _.___... �/ rt._�'" — ( _ 1:__90 I' l aaoo ,, . . %76 • • • • 1 VICINITY Ne'IAP - •C • /0 c•-• co. • • fivez. • • •-• .94 1 . • I Um • •. I . • - • g : I 1 ' • • := *7 ' t■ • • - 0 X- X 1 : 1 GogaGm I •••"' " • • • .• 51; = 1 • 6"..; * - -1.4.,. . .A pIcia • 94 • - ••••IP•• L •• AL /47 ,% GU?./;. . •a• \-:zaoavr /P9c.c 9Z a. • I 107'4. ID p go" •40. eing„-16:12: - -1 1 to-�' .• • \ 1 . .-* • C... r 91 • • ■ 14 • MM ,sii, jo • I • ' • • • Eltror • - q.r 9: • • 1 NW •‘' , t • • .7 .• 9b 0 Ditra vraa.r . i • • • .1411, .11414 I a • •• • ,0 ! . - 401 1 it ma.,u‘s*43": PLAN • , Pt N.SY •t3, 4113 7.1 t• •• • • • .4 4.1 ...\••■ =INC. 25f€2. 4:4% 13 05 LV k 4 41ti‘ , .-• -,••••• r • , ! 0 •";-_)'.. T::: " • ••■• • 111 r. • • .70 • * 0 (24 . REQ9.) 0 - 0 0 o CO TrPE: - LEGAL jwcyPTION ' • . .',.. - • • - .. • That portion of. the NE k of the NE k of Sec. 16. Township 23N.,.. - R. 4 EW.N. deccrLbod as follows: -Beginntng at the inter-' , ; section*.of the South of said subdivision with the East • .. • ;.. line or•.Military Road: .thence East along said South line to- - •.' a point 561. East of the Southwest corner. of said subdivisionI , thence North at right angle 3944. thence • West parallel with • ..! r • •- - the South line of .said. subdivision' to the Easterly line of • .•: said road: thence Southerly .along- said Easterly line- to • I" point of beginning: . .. ' • -. i •• ‘ except the Northerly 210' measured -along the Easterly • '. • .; %line or said tract: except the Southerly 64' measured. along j 't,t■c Easterly line. .111, 41=1 • 0 \ 7 , 7% , • \ II 1 I _ '9 74s 70 7 0 )0 1 -Co n 1 \oiroa . rti; ' P 1 ‘., . • \ ' \ , I . I : . ‘ I . -s. 14 C.' . \ \ . A _ k `l - RAM* \ \ ,,,, - \...\, . \ - - • - \- 1, \ 2"..ii,c_x•vci , /5_ , cAir.../.4 . • \ I \ t - \ .A\ I , \ • 1 • \- -. \ .- : .2S-o' 213. co . 1 si, .; . fue.:;Nc. ...ar ,,,,/.4s. . NI I I N.rs. I \ %p .` - - , I .1 11 allt 41 4..G1CAr 0/ Ave-e../... AWL* f;;;;,r. +4./r7/. G4,1: 04. I 77. \ „ • INDEX TO DRWIN:Tv'S • A A 2 70 A 3 '...otratz A 4 A 5 A A 7 cstr-SZMO".4. •• A 8 1, F),N A 9 ga.DF A 10 INTERIQR eo I7* 74. •1■••••••■ D 2 '51 MAIkirv7 TA I 4ekt...1A.04.-/ 'a-wag. M2 VO:grEEPL MAIN EY:rails4510N ' L. I LAND5C.APE RAN . I LOWER FLOOR ELEC. PLAN FF. 2 1..IPPR 'Pt-OCR ELEC. PLAN 2'S A ti INTRIOREl...NS. • A 12 'INTERIOR 2LV5POQ4 FIN. 5C.1-1a1D: 1 TEM PCRArZY DQN .CONTa... • • • • • • c ite CO. Gir.P.1G 1•414..R.. PLYWOOD . ' Plywood roof and wall seath/. • Standrad Sheathing (itn exte Standard PS 1-74. Minmum-pl • • edes and 12" o.c. at i.ntero . 10d common for 5/3" - - ..0 be. 101.1 common • . - . ... . ... - : Bol■ and. nuts bearing zigainst, • ..rood- to -be provideitwith M.I. - • - washers except an sill pat.. and steel. beam. nai.lc- use cut dashers... .. , ..• : • - . • • . • . - - Wood bearl.r.L. on or installedwithin 1"•of misoctryor.: .- • concrete to be treated -..ith an• approved preservative... Solid blocking .. ..of not les- than 2" thickness shall 5e* provided at.- ends and at all . . supports of 'joists and :7s:titers... Between'..supports prov_de 51oc.10..n3 or - app oved briding 8' -O" o.c. for. floor -joists':-10 joists. • Ty 1 sill bolts to be 5 /8". diameter. ac 4'-0: o.c:: :5e 7". 3ea, . • an c_st hangers to have capactiy equal t•ri _shear trenstn.of bea. ..r - . • I • • . joit_ unless noted otherwise. AlIr.•€.•tal :Anchors 2_-•..d.'....artse-.. - _•-.;x:...., , 'shown on drawings shall be "Strong-.e-Connectors": as 7.2. . r L '" 4 " • - • by. Simpson Company or approved equal . : - . .--- • shall )e blocked). Stwzer e ' • GLUED LAMINA.TED LUMBER A7 C11. Grade, wrapped 240 lue. Laminated members to b approved by the governng aut OR OF TUKWILA NPROVED NOV 1 2 439 AS WiLu 6K1_CIRG 011/13114Nt . .47 • W 5ce 47• • .• CONCRETE • :. LlAgraati.= • GOVERNING AUTHORITY: .K.ing CoutIy Building .UE: - Uniform 3ui1ding Code, LIVE, LOADS, Roof. '(Sno....) • Balcony _ •• Office Maximum soil pressure 1500 l'SF Exterior footings .and exterior emde. All footings to (mininum) beiow.existing• i;rade. per Specifications. Provicle 2 walls and footings.. • 23-day comprescAve strength 20:2) PSI. • THE MIX H..1.f..L ea .oestaN p: • : and have a of ". • .• 4• REINFORCEXENT: ASTM A615.grade 40 deformed. Vacine,shall conforz .:'..1 St:•.:-.dard • Practice outlined in ACI Report 315-74. Lap continuou5e. .2-',....i!..'1,Provide corner bars 2' -0" X 2'-0• at all, wall an:: f - corners- and intersections . Size and - ; )acing - CO match, ha::d \ reinoreement.. Wall stubs shall projczt -27 .diameters 3.;_:.11 *D'. a - minimum of 1*-6" lon. same size and .,?;,teing. as vertica- :e':. 1. wallswihout-vertical reinforcing arc:.- poured separate frz.:. provide ;..74. X 1' -6" stubs at 18" o.c. • • . •., . . _ ‘ -. TtlICK 11011/.1.)NTAL„ NESS - . . . Vr • 6" wal1.6 under i5 at O.C. 7..8". •. .-.. #5 a: 13" .7....'....-.. .• 8" wall. Is at t 2.. e.f . #4 a: .e.f i2' o . .- . #5- at 13" 7:1...-.. .r ..". -.. 1 0 0 .5......y4. t a I ,All other wall!: 0.3 o 17. ,5.,...L.:et-4..mcx= 1.4421S • - 2 02 a ": .. r.„ri ,44,0 1 0,5 .. 1. a. - e,. . CONCRETE COVE?.• OF REINVORCIN„ r Concrete formed against earth-3"; fur.f.-..d concrete with earth bati:f1.11 2"; column ties, walls exposed to. weather. slabs on grade - inside face of walls - 1 .. STtlUCTURAL STEEL C e•co) • •. plates, bars rolled shapes AS A36. .t:b22.000 PSI. Detail. fabricate - and erect in. accordance th MSC Specifications And-Coe of Standard : Praci.ce. All welding by 6uverning.auth. certified weler. . _ . . • • - - ...Lumber co be stre:-.. • : - 4 'X ' 6 -X beams* - Exterior wall studs Roe: joists. floor - • . studs Bca wall - plates - 6 :ills - . Other lumber' WHE-.5 570P RAVING 7 : - se - 1.... 64:4 • . - ' vv• • :LSAM Aic.TEs • • • 25 60 PSI: • 50 or 0 1976 als: FY.-900 OCCVWCY: rade Hem-ir SVECEES Diriglas Fir_ Uu-.1i;lat: Fir - Fir • Hem-Fir • Douglas Fir. .a.V7 C•.:" CJ C. V -2 • - 4 S. " c .A' /I' bpandrel Seams 1 'bear on firm Undisturbed Backrill - .to be thoroughly -5 (miAwl:1) continuour... tJ7.:772 Df ' * • e. Cr 4 t*-111111 . lTAAIP AT oit-A4W.C.41cle'PE43 574L,4„._ • w (Basic) :.5 stsmic 3 • or Doulas: Fir. as follows: . . -• . • ••■• Select Sturctural No. 1 7 .• I; • - , .7 - • • 1•• \ MOM artOrlIMMALA OCT 1 8 1999 • . . psi 1600 psi 1400 ps . • • 120'J . utt:_esz - •tanacl or better ;::Standard or. better - S3 p * - - _ •; to te . • hit copY • - • - _.; ' '-'• .-- c :: :5 7 1 lip f p; appoxivad n6t ..s eraja.44156.A1 4.0.6004.7.: 1,yo tfi.3.:: ::7 !" __ 1.11Cielt d nantillier-080 0, . :_.. a; : .. - alli . • -. : :11:12..:e _ t tc) ,_ - '-': . 1 ' . la=:piPit---("roltrif4M,':*-11.c.i<3..-12-:•...--:--_••_:,_::_-,.. - .R.... - . or Ib ity. r.: . t.i."-Q6- 1 413.- ---- ctil i' Co ion 241 - ..PS5 w ater proi• ." [ .1/4.-- 0.• z • a I II 5 ti :4 • 1 t 3- r••••• . fr, - \•/),- • u , , ---< iIi n... v..r : :,..r_ii , - 7, 7 ,7_7 1: ::, ... - • .._: 0 1 • ■ . f ) \ -- . - • I 1 = r ; , 1 a --:,<(?) .------ ,,..)......) • •.=,.., 0 Y 4. -,----;---; )... ...._, 4 .,.. ,.( - i., „.„...._... - _I -- -. ‘ 113A: ._;::-: 1 ---- .3 ----=-=-;<_:-. < \-- - 7 - N, -- 2 • •