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Home My WebLink AboutPermit D98-0381 - HARTUNG GLASS COMPANY - STAIRS AND BLOWER ROOM17830 West Valley Hwy. Hartung Glass Co. City of Tukwila Parcel No: 362304 -9097 Address: 17830 WEST VALLEY HY Suite No: Location: Category: AWSE Type: DEVPERM Zoning: C /LI Contractor License No: SGACO * *084BS DEVELOPMENT PERMIT Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. (206) 431-3670 Permit No: D98 -0381 Status: ISSUED Issued: 12/16/1998 Expires: 06/14/1999 Const Type: Occupancy: WAREHOUSE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERS Setbacks: North: .0 South: .0 East: .0 West: .0 Water: RENTON Sewer: TUKWILA Wetlands: Slopes: N Streams: OCCUPANT HARTUNG GLASS COMPANY 17830 WEST VALLEY HY, TUKWILA WA 98188 OWNER SCIOLA NICK +PATRICIA ANN Phone: (206)656 -2626 6718 134TH CT NE, REDMOND WA 98052 CONTACT ALAN BYLSMA Phone: 206 -433 -8997 12720 GATEWAY DR, #116, SEATTLE WA 98168 CONTRACTOR SGA CORPORATION Phone: 206 778 -2191 6414 204TH STREET S.W. #200, LYNNWOOD, WA 98036 * k***** k*************************** *k * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: ADDITION OF 170 SQ FT TO EXISTING BLOWER ROOM AND REMOVE AND RECONSTRUCT STAIRS. ************************* * * * * * * * * * * * *•k * * * * * *•k * * ** * ** qtr*** * * * *•k * ** * * * *•k * * * * * * * *•k* * * * ** Construction Valuation: $ 9,250.00 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' * **• k*************** k********************************** * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 303.56 * k*********************************** k*********** * * * ** * *k•k * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ Date _L_/k `^___ 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 perf rmance of work. I am authorized to sign for and obtain this developme;L rmit. Signatur Print Name: 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. k Date: IA- Lcp -q. rAtier6o Address: 17830 WEST VALLEY HY Suite: Tenant: Typ DEVPERM Parcel 362304-9097 CITY OF TUKWILA Permit No: D98-0381 Status: ISSUED Applied: 11/09/1998 Issued: 12/16/1998 A**41**AAAA**:0(***A***AA14*******A*****:WA*****A******AAA************ Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the„Tukwile Building Division. 2. Electrical permits shall_berobta,ined=j,hrough the Washington State Division of Labo work will be inspeCeed by that agency (248603'10.. 3. All permits, jnSpeCtion records, and approved . Plinsshall be available at the job site prior to the star:i,of anYcon- structionthese,dOCuments are to be maintOned and,*ail- able untilJInal inspection approval Asarenteth 4. When spe is ,required either,the:Owner, architect or engineer shall notify the Tukwila BuY.14ing. Division of appaintaent,of-,the inspection agenciespOor46 the first building inspection. Copies of all special-' inspeceion%reports shall be 'submitted to the Buildin DiviS)dn, in ,a timely manner. Reports shall contain project name, permit number and type of inspection'.-,bein , . performed. , , • 5. The special inspeCtor shaU:sUbmita:final:signed report stating whether the work requiring special inspection was to'thebestof the insOectdr:s knowledge,-tn conformance with approved plans and specifications and the applicabTe workmanship provisions of the UBC: 6. Any:exposed,insulatIons have aiflame Spread Rating of 25 or less, and4aterial bear ficat ion showing the fire perfonmanee,rating thereof. 7. All 'construction, to be done in conformance Oth approved plans, and" requirements of the Uniform, Cbde (1§97,1: Edition) as amended, Uniform Mecnanical%Code Edition)"!: and Washington State Energy Code (1997. Edition). • 8. Notify the.City:,6f Tukwila Building Division prion':to placing any concrete. This,procedurejs'in addition ,tclany requirements for special inspection: 9. All structural' welding shall be done by W.A.B.O. certified welders and special inspected ,(pac'Sec. 306(a)5" 10. Bolts installed In, concrete shall be ,special (UBC Sec. 1701.5.2).. 11. Validity of Permit. TheissgenCe or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12. APPLICANT SHALL INSTALL A WASHINGTON STATE HEALTH DEPT APPROVED DOUBLE CHECK DETECTOR ASSEMBLY ON THE FIRE WATER SUPRESSION LINE BEFORE THIS TI PERMIT CAN BE SIGND OFF. Project Name/Tenant: 1 1 f Value of Constr_ oon: Site Address: _ 7- City ate /Zip: 1 03o Wz.., - Va 1 ' e 1--Iv , 1",k -w; in g41ep). Tax Parcel Number: 36, '7 6Y g 6 9 - 7 Property Owner: 1 L - r ( t-1 a.v• v. '.:,r, ( Ge. — 1 � � 6c !C, ,Phone: TL1 -Co 57, - .2 / 2-6. Street Address: - City State /Zip: .1 G'5 \ /. 4. - \� 1I.7 H. 1 Tu,kw I lc, F,1% Fax #: -6 �,- 26 01 Pho ne: z06 - H 3-- 8 9 7 Fax #: Contact Person: , ) A l , k1 t !s�, c / o �Avkd 1 / -p li - e.1Avt.l.). Street Address: City Stake/Zip: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: - 0 \ K. I Phone: 20 ( — yt 3 3 -- 8 9 ct 7 Street Address: r City State /Zip: 12 -i2- 0 � e1'fQ�t)ay Pr, r ii(� e.q I e Fax #: 2.0G - ZN r 56 C I i u1.,_ wau Engineer: f 2 -.. - ; .-Vi a.-,) 0 Lo\_∎ /C t., . A4A0c-, r-,',€ , Phone: ze6 — 52- -6 i66 Street Address: City State /Zip: x - 18 (-e ,w,, i 22 Fax #: t Co o 5 12_-11, A v a , S e6r-i-I- . 9 Description of work to be done: \\ , h c1. -�.. tl c, C 1 rt,n) .,2 v- �- o 0 tAel 6 I1-•f Y -� o v iz c.( O re G o i 5+ W, (J j' 1 v 5 Existing use: ❑ Retail ❑ Restaurant ❑ Multi- ❑ Church g Manufacturing ❑ Motel ❑ SchooVCollege /University ❑ Other family . ❑ Warehouse Hospital /Hotel ❑ Office Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- ❑ Church 71 Manufacturing ❑ Motel/Hotel ❑ School /College /University ❑ Other family ❑ Warehouse Hospital ❑ Office Will there be a change of use? in . yes no If yes, extent of change: Existing fire protection features: a sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 7 H 70 existing 110 new Area of Construction: 5 8o Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes SI no quantities & Material Safety Data Sheets CITY OF FIKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Date application accepted: NCPERMIT.DOC 7/9/96 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW: OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Date application expires: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s)* Est. quantity: gal Schedule: ❑ 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 fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Applica taken by: (initials) BUILDING OWNER OR AUTHORIZED AGENT: Signature: , , ti ',. Date: 11/9 ge Print name:A lA.,, ts y l4 � I l (y Pho ne: —`f 33 If -8'17 City /State /Zip:6 Z`F'1.P i Fax # 2.0 #a 21A -83(o q___, (, - Igo e Address: 12_72f, �'a7l �•U fir, 1 ALL NEW COMMERCIAUADDITION /Mt - FAMILY PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLLOWING: )' LL CIRAWINQ LIE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL GINEIRE S' ALL DRAWING` SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 71 Complete Legal Description • ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. 0 ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. r ❑ 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). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dumpster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include 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. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ Vicinity Map showing location of site ,Q ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ Mechanical Drawings ❑ JL Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ga Architectural drawings • in Specifications (if separate document) ❑ Structural Calculations • in Sprinkler structural calculations indicating load of water - filled sprinkler piping l ❑ Height Analysis ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer C ❑ Topographical and Boundary Survey ❑ Tree Coverage Analysis (Multifamily only ) I I ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) �J ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions (71 ❑ 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 PENAL OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 7/5/96 Account Code 000/322.100' 000/386,904 **+*.*«+**k+***k**k++**^** **A.A ***+++**hA+kk.+++*A*+*A+*++**«*A CITY OF TUKNILA, N| � � � ~-'^�� ~~�*��~ y �� TRANSMIT *+* ****�*++* +*+*+a* � *�***^*�++*+ � TRANSMIT Number: R9700883 Amount: 185.75 12/16/98 15:04 Payment Method: CHECK Ng hat ion: DAVID KEHL[ '� znit:'KJP�` Permit No: D98-0381 Type DEVPEQM DEVELOPMENT PERMIT Parcel No 362304-9097 Site Address: 17830 NEST VALLEY HY Total Fees: ' �, 303.56 This Payment ' 185.75 Total ALL Pmts: 303.56 8alan�e: .0O � ' �' . ` ********+*a*++*****+**a****k***+*+****+***++*+*+***+****++**aA** Description BUILDING - NONRES STATE 8URCHARGE mount' 181.35 4,50 TOTAL 185.75 872612/18 9717 ''� ��,' + ++��**�*°�**+�+++**A*+++*+A � CITY OF TUKNILA,WA � ` �� ' � �'' `'TRAN-,.qw IT *A+***+4 +*+ TRANSMIT Number: R97i08 . '� ''��1ir.81 11/O998��16x Paymept Nethodc CHECK motation: DAVIDAEHLs.AKCH � %nit: DLH' Permit No D98-O381 Type: DEVPEKM DEVELOPMENT` Parcel No 362304-9O97 Site Address: 17830 WEST VALLEY HY Total Fees: This Payment 117.81 Total ALL pmts: Balance: it++***+**a^****++***+*^*a*****++**Il+^++*+***+A*++++*+*++.A******+ Account Code ' Description 000/345.830 ' PLAN CHECK - NONRES 3O3"56 .117.81` 185~75 . Amount ' - _ � - -- ---- _ 7631 i1110 . 9717 TOTAL ` ` '��117,w ' } Proj: I: .Gl .ti . i , % Type Ipspecii Qn: Addr s s: (7,36 ■4 \/ �-;-- Date ca � - Special ins uctions: Q Date wan �� .m L� C p.m: Requester ` 9 Phone/ ` W-P5 3 r 11 ��' •fit � INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Inspector: ION RECOUP-. Retain a copy with permit Date PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr 'ect: C lac Ty of Impaction: ( Ti ?t ((A/W Address: (9 V I+ Da cal ed: 1 h 7 . Special instructions: � � (oc 3 � Date wante ,m �� p.m q Re neste/22 Phonrzo6/ 7 f0 _ g:53 INSPECTION NO. INSPECTION RECORD Retain a copy with permit �'� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 R INSPECTION F ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Pro'ec�(: 4 / CtA� T Ype l e,f p l y tl ko ( C U A d ss: Date calle ) /q4. . Special instructions: Date wante /� a.m� y 2((� P.m. Requester: (� V J Pho( 2 )9 7G f 6S -3/F 0 Approved per applicable codes. 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 Corrections required prior to approval. COMMENTS: CZ/14 /9( / x 712-, ce e / Date: / $47.00 REINSPECTIbl FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: �/ Type of inspection v Addres 3a Da te called: / Special instruc ions: a ate wanted: /--/2,--95 am.] Requester: `"'" Phone No.: Inspector: ' ,` Date: /__ $42. NSPECTIO 'E REQUIRED. Prior to•inspection, fee must be paid at 6300 Southcen =r Blvd., Suite 100. Call to schedule reinspsction. Receipt No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit I PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Project: �\ i ""� rte} v �� C C . u.�J Type of inspection(_ 1_ b!(`. VVr-i `v (rr Address: _` _O 1 `6 , t t V8 Date called: \ / l f Special instructions: :; "' Date wanted: 1 f t — t 9 a.m. Requester: V Phone No.: 3 „ 9q / 7 ' . r+Ff?� ' i ° r. I 1 S , INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 CUMMENTS 104 r Approved per applicable codes. I I PERMIT NO. (206) 431 -370 Corrections required prior to approval. fr , /( /-0 r� $42.00 REINSPECT! C$ FEE REQUIRED., Prior to inspection, fee rust be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: Project: / I ay. Type of inspectio /�il/YJ, . l s� Addres : Date called: j Special instructions: ..noww..w'- S 1 / ", / ,h Date wanted: . ' '. Y7 9 . 1/ Requester: Phone. No.: (aO INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit 08-64/ PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: 69‘ Ao Gam, / f, if• n ,1 J .02, Date: 1 /F r,,f I / -- ^-�� $42.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Gtr s -�Q.t" � {U Y1 Type of inspection Date called: _� G , L/ J / 1 d e �a t , ' Ia P V Special instructions: Date wanted: l Q iel CJ a. m. t m. Requester: p `b Phon�f�js2,: c14-3_ s 6 INSPEC ION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Cc: le -038 PERMIT NO. (206) 431 -3670 COMMENTS: C Corrections required prior to approval. F $42.00 REINSPECTION EE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: fifVAW - t/S6 Type of insp I y COGA-r7 Pfl ' U,.C4W 5 , 2 ZS _ & /Z' 5/6 e CE s4 7` "6 Co«177 Oil r, 4 D to wanted: /? 19 0 (104/ T L/, A Requester: C� w ' P'0( /4v7 5 No `c/ c,D,P�,t/ �.� le .�C- Phone ? 4 ea 4 .7 am 7'0 '5- i..23 0 , 77 //,4 c //,5 �.4 /•.z . 0 , ,e6 /Pe ,e' S/6 44 X -prG Project: Type of insp I Addrpy:�3 D a J/, » ate called: I /� / Special iristru'tions: � D to wanted: /? 19 .m p.m. Requester: C� w No `c/ Phone ? 4 E`•'Pl o r ? ':fly"x?FiA' '�G' .'f "' 4 ^�iCyc. =.£Y' : +G''T" .r c�_J.�;r, .;. , *L,r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspec $42.00 EINSPECTION FEE REQUIRED. Prior 4o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: COMMENTS: Inspec / l �� li �� iri �r L ire fi L/ $42.0,4 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Approved per applicable codes. W M emu• ;i..t•A .p 7s . ;. ..' 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 Pr ' cp otec ( 6 /a1r Add ress: /S 3 Vi V Special instructions: /0 04/1 6v• Ty e ,OVI of i� gtion: 1'- ' D t tilled: Date wanted( ct a. Request Phong' 6% 0") Corrections required prior to approval. Project: +" _ �7M ,aJ Type of inspection: (o..{I1/Ll A.4( . Address: r /S I V ' / ‘ 6 Date called: 2 q� '� ` Special instructions: I U . (n� /� � 1: t� /� c 00 FM 1,,,. �k. Date wanted: _ 12 — Z „ a. p.m. Requester: p Phone No.: .2.9_ 9 -235 t Inspecto 3y. `..�;x , �.'� ��, �t '. " �'�'.�i+�,`;`"gx,�P - �"r�^� ° • , a""� -,i `x'�ifi,°'�'�s"�"7",°••+•�;�' . ;`L'�:�''h?r�j`"' �, Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 981 .IS -a381 V PERMIT NO. (206) 431 -3670 [K Corrections required prior to approval. I $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: a Date: Pr I ct v G 1 M U l�/'J Type o pegtipn: Add ess: ` v vii 30 Date ca le Sp fi� ecial instruc io : (2 rn 0 (Date Mr** P.m. Requ ( ter: f ' , r f ' c-r✓^r Pho j ) 9, O e . s ___ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit I- 1 (206) 431 -3670 Corrections required prior to approval. COMMENTS: )(.16,e-49-4. $42,00 REINSPECTION FEE REQUIRED. PPior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: O Q FINALAPP.FRM Sprinklers: Fire Alarm -: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name l fi / C.I∎ ' (2 Address ` I - 7 c1 GV. . ClA l . r"7 l7'7 X'`+ Retain current inspection schedule Needs shift inspection r Approved without correction notice Approved with correction notice issued Rev. 2/19/98 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. �,/9 0 — Suite # T.F.D. FormF.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188/. Phone: (206) 575.4404 • Fax (206) 5754439 FIELD REPORT Report Date: 1/6/99 Inspector: J.Owens Job Time: Date Mailed: 1/22/99 Reviewer: T.Maddock Air Temperature: • Field Report Numtber199921 Performed visual inspection of fillet weld on beam splice and tube steel columns to beam connections on line 12 /G -I, below lunch room. Also inspected placement of expansion bolts at baseplates for tube steel columns. Welding and bolting is complete and in accordance with approved site drawings. Welding was performed by Wabo certified welder operators using E7018 welding electrodes. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881 - 5441 Job No. - 98435 Project ' Harton Glass Address 17830 West Valley # 181 City Tukwila Permit Number. • V ot $ - 0381 Co SGA CLIENT Harting Glass ATTN Mike Wothe ADDRESS 17830 W. Valley Hwy Seattle, Wa 98188 Physical Site Inspection Report Date: 1/6/99 Inspector: J.Owens Job Time: Date Mailed: 1/22/99 Reviewer: T.Maddock Air Temperature: Inspection Performed Performed visual inspection of fillet weld on beam splice and tube steel columns to beam connections on line 12 /G -I, below lunch room. Also inspected placement of expansion bolts at baseplates for tube steel columns. Welding and bolting is complete and in accordance with approved site drawings. Welding was performed by Wabo certified welder operators using E7018 welding electrodes. Copies To: I Building Department Contractor ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. FIELD / MATERIAL TEST R ASTM: C172, C1019, C780 41/4 Material Report Number: 9170, Inspection Type: Concrete Location: Footings & S.O.G. Material Data Job No. 98-435 Project Harton Glass Address 17830 West Valley # 181 City Tukwila Permit Number: ;IT" 0 3 81 Contractor SGA CLIENT Harting Glass ATTN Mike Wothe ADDRESS 17830 W. Valley Hwy Seattle, Wa 98188 Type of Material: Concrete Supplier: Cadman Plant #: 60 Job Time: 11:40:00 AM Yards placed: 9 Coarse Aggregate: 3/4" =1576 Air Temperature: 52 Design (F'C) @ 28: 2500 Coarse Aggregate: 3/8" =394 Material Temperature 68 Truck Number: 149 Sand: 1344 Yield Unit Weight: Ticket Number: 546336 Fly Ash: Slump Inches: 3" Job Mix? No Water: 31.81 Slump Specification: 4 " +- Mix Number: 551020 Water Added: Air Percentage: Cement Type: 1 -11 Air Entrain: 4.00 Air Specification: Cement: 517 Admixture: Conformance Conforming to Plan? yes Inspector: B.Taylor Reviewer: Explain if "No ": FIELD / MATERIAL TEST R ASTM: C172, C1019, C780 41/4 Material Report Number: 9170, Inspection Type: Concrete Location: Footings & S.O.G. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98-435 Project Harton Glass Address 17830 West Valley # 181 City Tukwila Permit Number: ;IT" 0 3 81 Contractor SGA CLIENT Harting Glass ATTN Mike Wothe ADDRESS 17830 W. Valley Hwy Seattle, Wa 98188 Concrete placed as per current standards Report Data Report Date: 12/29/98 Inspection Performed / Location Inspection Type: Concrete Location: Footings & S.O.G. Grids Two footings @ middle south entrance inside bldg & S.O.G @ truck dock on south side of bldg Remarks Concrete placed as per current standards Tested Per: Conforms Y /N: Compressive Y /N: Yes Copies To U Building Department ASTM C39 Test Results ID # 1 Test Date' Field Cure I Age Days (Size Inc1Area Sq In' Weight Lbs'Max Load Lbs'Strength PSI I Set # 146721 1/5/991 71 6x121 28.27; 1 1141301 40401 1 146731 1/26/991 281 6x121 28.27; 1 I I 1 14674; 1/26/991 i 28; 6x12; 28.27; + j 1 Date Mailed: 1/22/99 U Contractor Test Strength Cast Date: 12/29/98 Fracture Type: (It Other", than Cone.) Tested By: T.HalI Reviewed By: A.Hale ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. Physical Site Inspection Report Date: 12/29/98 Inspector: B.Taylor Job Time: Date Mailed: 1/15/99 Reviewer: T.Maddock Air Temperature: i Inspection Performed I T -Probe on Subgrade of Footings I Yield of material was tested using T -Probe @ approx. 2000 PSI. Material in both footings was unyielding in two ; tests per footing. Material is suitable subgrade for concrete placement. FIELD REPORT A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 CLIENT Harting Glass ATTN Mike Wothe ADDRESS 17830 W. Valley Hwy Seattle, Wa 98188 Job No. 98-435 Project Address City Tukwi• Harton Glass 17830 West Valley # 181 P It Number: t)or(0W1 ontractor SGA Field Report Number: 19433 RE JAN 1 91999 COMMUNITY DEVELOPMENT Copies To: Building Department Contractor ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC, REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN,1 FIELD / MATERIAL TEST K_r'ORT ASTM: C172, C1019, C780 4 .._- Material Report Number: 9170 T Inspection Type: Concrete Location: Footings & S.O.G. Material Data Job No. 98-435 Project Harton Glass Address 17830 West Valley # 181 City Tukwila Permit Number: 9l$ -ow Contractor SGA CLIENT Harting Glass ATTN Mike Wothe ADDRESS 17830 W. Valley Hwy Seattle, Wa 98188 Type of Material: Concrete Supplier: Cadman Plant #: 60 1141301 40401 Job Time: 11:40:00 AM Yards placed: 9 Coarse Aggregate: 3/4" =1576 Air Temperature: 52 Design (F'C) @ 28: 2500 Coarse Aggregate: 318" =394 Material Temperature 68 Truck Number: 149 Sand: 1344 Yield Unit Weight: 28.271 Ticket Number: 546336 Fly Ash: 52001 Slump Inches: 3" Job Mix? No Water: 31.81 Slump Specification: 4 " +- Mix Number: 551020 Water Added: Air Percentage: Cement Type: 1 -11 Air Entrain: 4.00 Air Specification: Cement: 517 Admixture: Conformance Conforming to Plan? yes Inspector: B.Taylor Reviewer: Explain if "No ": FIELD / MATERIAL TEST K_r'ORT ASTM: C172, C1019, C780 4 .._- Material Report Number: 9170 T Inspection Type: Concrete Location: Footings & S.O.G. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98-435 Project Harton Glass Address 17830 West Valley # 181 City Tukwila Permit Number: 9l$ -ow Contractor SGA CLIENT Harting Glass ATTN Mike Wothe ADDRESS 17830 W. Valley Hwy Seattle, Wa 98188 Concrete placed as per current standards Report Data Report Date: 12/29/98 Inspection Performed / Location Inspection Type: Concrete Location: Footings & S.O.G. Grids Two footings @ middle south entrance inside bldg & S.O.G @ truck dock on south side of bldg Remarks Concrete placed as per current standards ID # I Test Date I Field Cure I Age Days 'Size InchlArea Sq Inl Weight Lbs IMax Load LbslStrength PSI I Set # 146721 1/5/991 1 71 6x121 28.271 1 1141301 40401 1 146731 1/26/991 1 281 6x121 28.271 1 1468201 51901 1 146741 1/26/991 1 281 6x12; 28.271 1 1470001 52001 1 Test Strength Tested Per: ASTM C39 Conforms Y /N: Yes Compressive Y /N: Yes Cast Date: 12/29/98 Fracture Type: (If "Other•, than Cone.) Tested By: T.HaII Reviewed By: A.Hale Test Results Copies To] Date Mailed: 2/5/99 Building Department I) Contractor ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. FIELD / MATERIAL TEST IMPORT ASTM: C172, c1019, C780 Material Report Number: 10028 I Inspection Type: Reinforced Concrete Location: Walls Material Data Job No. 98 -435 Project Harton Glass Address 17830 West Valley # 181 City Tukwila Permit Number. DRW - M1 Contractor SGA CLIENT Harting Glass ATTN Mike Wothe ADDRESS 17830 W. Valley Hwy Seattle, Wa 98188 Type of Material: Concrete Supplier: Cadman Plant #: 40 661001 52601 Job Time: 1:09:00 PM Yards placed: 3 Coarse Aggregate: 1576 3/4 Air Temperature: 39 Design (F'C) @ 28: 2500 Coarse Aggregate: 394 3/8 Material Temperature 59 Truck Number: 207 Sand: 1344 Yield Unit Weight: 1 Ticket Number: 545727 Fly Ash: Slump Inches: 4 Job Mix? No Water: 31.81 gal Slump Specification: 4 + -1 Mix Number: 551020 Water Added: Air Percentage: Cement Type: 1 -11 Air Entrain: 4 OZ. Air Specification: Cement: 517 Admixture: Conformance Conforming to Plan? yes Inspector: J.Graham Reviewer: Explain if "No ": FIELD / MATERIAL TEST IMPORT ASTM: C172, c1019, C780 Material Report Number: 10028 I Inspection Type: Reinforced Concrete Location: Walls A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98 -435 Project Harton Glass Address 17830 West Valley # 181 City Tukwila Permit Number. DRW - M1 Contractor SGA CLIENT Harting Glass ATTN Mike Wothe ADDRESS 17830 W. Valley Hwy Seattle, Wa 98188 Resteel was properly installed, in accordance with approved plans. Concrete was mechanically consolidated. Report Data Report Date: 12/22/98 Inspection Performed / Location Inspection Type: Reinforced Concrete Location: Walls Grids Loading dock walls. Remarks Resteel was properly installed, in accordance with approved plans. Concrete was mechanically consolidated. ID # I Test Date I Field Cure I Age Days (Size InchlArea Sq In' Weight Lbs Max Load LbslStrength PSI I Set # 145761 12/29/981 I 71 4x81 12.56 0 661001 52601 1 145771 1/19/991 281 4x8! 12.56 0 1 01 1 145781 1/19/99 1 281 4x8! 12.56[ 01 1 01 1 Tested Per: Conforms Y /N: Compressive Y /N: Yes ASTM C39 Test Strength Cast Date: 12/22/98 Fracture Type: (If 'Other, than Cone.) Test Results Tested By: T.Hall Reviewed By: A.Hale Copies To I Date Mailed: 1/22/99 Building Department Contractor ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. FIELD / MATERIAL TEST K. .'ORT ASTM: C172, C1019, C780 ( Material Report Number :9168 I 14525i 12/25/991 Material Data Job No. 98.435 Project Harton Glass Address 17830 West Valley # 181 City Tukwila ,: ;, ;,n a '""'p r - i Permit Number. PM — VA1 Contractor SGA i' I. t) 0 8 n( � 8 �.:7J9 f (•`r '� 'i t, :: << CLIENT Harting Glass ATTN Mike Wothe ADDRESS 17830 W. Valley Hwy Seattle, Wa 98188 Type of Material: Concrete Supplier: Cadman Plant #: 40 Remarks 1 1 Job Time: 12:20:00 PM Yards placed: 4 Coarse Aggregate: 1/2 456 Air Temperature: 40 Design (F'C) @ 28: 2500 Coarse Aggregate: 3/41140 Material Temperature 62 Truck Number: 185 Sand: 1494 Yield Unit Weight: 61301 Ticket Number: 545293 Fly Ash: Slump Inches: 3.5 Job Mix? No Water: 31.81 Slump Specification: 3 + -1 Mix Number: 501000 Water Added: Air Percentage: Cement Type: 1 -11 Air Entrain: Air Specification: Cement: 470 Admixture: Conformance Conforming to Plan? yes Inspector: B.Taylor Reviewer: Explain if "No ": FIELD / MATERIAL TEST K. .'ORT ASTM: C172, C1019, C780 ( Material Report Number :9168 I 14525i 12/25/991 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98.435 Project Harton Glass Address 17830 West Valley # 181 City Tukwila ,: ;, ;,n a '""'p r - i Permit Number. PM — VA1 Contractor SGA i' I. t) 0 8 n( � 8 �.:7J9 f (•`r '� 'i t, :: << CLIENT Harting Glass ATTN Mike Wothe ADDRESS 17830 W. Valley Hwy Seattle, Wa 98188 12.561 Report Data Report Date: 12/18/98 Inspection Performed / Location 14525i 12/25/991 Inspection Type: Concrete Location: Footings Grids 12.561 Footings at 1st bay door East of entrance. 602001 Remarks 1 1 Concrete placed as per current standards; mech. Consol. 1 ID # l Test Date l Field Cure l Age Days (Size InchlArea Sq Inl Weight Lbs jMax Load LbslStrength PSI l Set # 14525i 12/25/991 71 4x81 12.561 01 602001 47901 1 1 145261 1/15/991 1 281 4x81 12.561 01 749001 59601 11 14527; 1/15/991 I 281 4x81, 12.561 01 770001 61301 11 Test Strength Tested Per: ASTM C39 Conforms Y /N: Yes Compressive Y /N: Yes Cast Date: 12/18/98 Fracture Type: (If 'Other, than Cone.) Tested By: T.HaII Reviewed By: A.HaIe Test Results Copies To 1 Date Malted: 1/29/99 I1/ Building Department (A Contractor ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. ..... STORTZ COMPACTED FOUNDATION GRAVEL UNDER VAULT 3 6' MIN. 12�MIN. PLAN VIEW . • 6' MIN. f City of Tukwila N 50' OF HYDRANT INN 12' MIN. 12' MIN. ELBOW DOWN 30' -45' BEND TO BUILDING SIDE VIEW NOTES: 1. DESIGN FOR 4" THRU 10' DDCV. 2. SEE ATTACHED NOTES AND MATERIAL LISTING. DETECTOR DOUBLE CHECK VALVE ASSEMBLY AND VAULT Not to wile, DATE: 11/26/96 WS -1 1 MATERIAL LISTING; 1. 3/4" SHACKLE ROOS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4' MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, OIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. 0.S.HA APPROVED LADDER IF OVER 30" DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPEER OR BRONZE BYPASS WITH AN APPROVED OCVA. 7, 3/4 WATER METER. 8. APPROVED DDCVA IN MAIN LINE WITH TWO RESIUENT SEATED SHUTOFF VALVES AND TEST COCKS. g, 10 ", 8 ", 6' OR 4" COUPLING ADAPTER, FL 10. 10 ", 8 ", 6" OR 4 "FL•PE D.I. CLASS 52 PIPE LENGTH TO FIT. 11. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT. 12. 10 ", 8', 6' OR 4" GATE VALVE FL•MJ WITH POST INDICATOR VALVE. 13. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGED 90' BEND. 15. 4" OR 6" D.I. CLASS 52 PIPE FL'FL 16. 4" OR 6" 90' BEND, FL 17. 4" OR 6" 0.1. CLASS 52 PIPE, FL'FL 18, 6" 90' BEND, FL. 19. UL LISTED 5" STORTZ CONNECTION WITH 30 OR 45 DEGREE ELBOW. 20. 6" Q.I. CLASS 52 PIPE LENGTH AS REQUIRED FL'FL 21. 6" 90' BEND FL. 22. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY NOTES; 1. BACKFLOW PREVENTORS SHALL BE FEBCO #806 OR APPROVED EQUAL 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3 . A SEPARATE DETAIL PLAN FOR VAULT INSTALATION AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PROIR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4 ". 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF UD TO FLOOR OF VAULT EXCEEDS 30 ". INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TO O.S.H.A. 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI /AWWA C110/A21.10 AND CEMENT LINED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT LINED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5' STORTZ CONNECTIONS AND TWO 30 DEGREE ELBOW. 13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE. AND COPIES OF TESTS RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4''4' OR TWO 3''3' STEEL HINGED DOORS. 16. 13RC.FLo PR VP►1,VE5 Amp fosrat WALL INDICA -TI04 VALUES 6+4 LL 1 E pkoal,Eo WITH 141. C.ENTRRL STA''1'ION 'TRHPER. SUPERVISION City of Tukwila MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTE,A DATE: 11/22/96 WS-1 1 NOTE ,,,...".,OMIIIIK..,.Y.P. W.3.6 CROSS CONNECTIONS AND BACKFLOW PREVENTION W.4.0 CONSTRUCTION FIRE SPRINKLER VAULT. The fire sprinkler vault will conform with these Standards and the drawing in the City's Standard Plans. EXCEPTIONS. Any exceptions to items covered by this chapter shall be made by the Chief of the Fire Department and the officer in charge of the fire prevention bureau of the Fire Department and the City Engineer. Such exceptions must be in writing. The installation or maintenance of a cross - connection, which, in the opinion of the City Engineer, will endanger the water quality of the potable water supply of the City, is unlawful. Backflow prevention devices shall be installed and maintained by the service customer on any service connection to the City's water supply system, where said backflow prevention devices are recommended by the AWWA standards, the UPC, or the American Backflow Prevention Association. The City shall make the final determination as to the type of backflow protection required. All backflow devices are to be certified by a DOH certified backflow tester. Results of the certification shall be delivered to the City Water Department. All backflow devices are to be in accordance with the AWWA "Accepted Procedure and Practice in Cross Connection Control Manual ". All work performed in the construction of water systems shall be done only in accordance with City approved plans. The Contractor is required to maintain a set of approved plans and permits on the job site whenever work is being accomplished. Record drawings (see definitions) for public water systems, will be required at the completion of the project and prior to final acceptance. All work is to be performed in accordance with all applicable Federal, State and Local safety laws. W -14 T'UKWILA MUNICIPAL CODE 14.06.010 Definitions. (a) "Backflow" means a flow, other than the intended direction of flow, of any foreign liquids, gases or substances into the distribution system of a public water supply. (b) "Backflow prevention device" means a device approved by the State Department of Social and Health Services or such other State department as shall have jurisdiction over the subject matter, and by the American Water Works Association, used to counteract back pressure or prevent back siphonage into the distribution system of a public water supply. (c) "Cross - connection" means any physical arrangement whereby a public water supply is connected, directly or indirectly, with any other water supply system, sewer, drain, conduit, pool, storage reservoir, plumbing fixture or other device which contains or may contain contaminated water, sewage or other wastes or liquids of unknown or unsafe quality, which may be capable of imparting contamination to a public water supply as a result of backflow. (Ord. 951 §1(part), 1975) 14.06.020 Cross - connections declared unlawful. The installation or maintenance of a cross - connection, which in the opinion of the Public Works Director or any staff member that he designates who is qualified in the protection of municipal water quality will endanger the water quality of the potable water supply of the City, is unlawful. (Ord. 951 §1(part), 1975) 14.06.030 Backflow prevention devices to be installed. Backflow prevention devices, when required to be installed in the opinion of the Public Works Director or his designated representative, shall be installed and maintained by the service customer on any service connection to the City's water supply system where Sections: 14.06.010 14.06.020 14.06.030 14.06.040 14.06.050 14.06.060 14.06.070 14-8 Chapter 14.06 BACKFLOW PREVENTION DEVICES Definitions. Cross - connections declared unlawful. Backflow prevention devices to be installed. Regulation of private water supplies. Adoption of State regulations. Abatement of unlawful cross-connections and installation of backflow prevention devices — Procedures. Penalties. said backflow prevention devices are necessary for the protection of the City's water supply. (Ord. 951 51(part), 1975) 14.06.040 Regulation of private water supplies. Use or operation of a private water supply system, contrary to the provisions of the ordinances of the City, or the laws of the State, or the rules and regulations of the State Board of Health regarding public water supplies where said private system is served by the City public water supply, is unlawful. (Ord. 951 §1(part), 1975) 14.06.050 Adoption of State regulations. Rules and regulations of the State Board of Health regarding public water supplies, entitled "Cross - Connection Control Regulation in Washington State" WAC 248 - 54.250 through WAC 24854 -500, and the American Water Works Association, Pacific Northwest Sections' Second Edition of "Accepted Procedure and Practice in Cross - Connection Manual" as they presently exist and as they may, from time to time, be amended in the future, are adopted by this reference as if set forth in full. (Ord. 951 §1(part), 1975) 14.06.060 Abatement of unlawful cross - connections and installation of backflow prevention devices — Procedure. Cross-connections declared in this chapter to be unlawful, whether presently existing or hereinafter installed and /or services requiring backflow prevention devices and /or unlawful use or operation of a private water supply system served by the City public water supply system are public nuisances, and in addition to any other provisions of this code or the ordinances of the City where abatement of public nuisances shall be subject to abatement in accordance with the following procedure: (1) In the event that the Public Works Director determines that a nuisance as herein provided does exist, written notice shall be sent to the person in whose name the water service is established under the records of the City water department, or alternatively, a copy of such written notice shall be posted on the premises served. (2) The notice shall provide that the nuisance described herein shall be corrected within 30 days of the date said notice is mailed or posted on the premises. (3) In the event said nuisance is not abated within the prescribed time, water service to said premises shall be discontinued. (4) In the event that the nuisance, in the opinion of the Public Works Director or his designated representative, presents an immediate danger of contamination to the public water supply, service from the City water supply system to the premises may be Printed October 10, 1997 RICHARD HUDSON & Ak. JCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE. WASHINGTON 98122 206 - 324 -6160 r. • JOB SHEET NO. OF CALCULATED BY DATE • l-,onp 5 RoF -.2,5 PS1c _ Arc h1 J ti A _ Pm CITY OF b* at NOV-91 _ . -, PERMIT CENTER Description 'General Information Span ft Steel Section End Fixity Unbraced Length ft Loads Li a Loaa usea i rus bpan Dead Load kft Live Load it/ft [Resu Mmax @ Cntr k=ft X= ft Max @ Left End k -ft Max © Right End k -ft fb : Actual psi Fb : Allowable psi fv : Actual psi Fv : Allowable psi 'Reactions & Deflections Shear @ Left k Shear © Right k Reactions... DL Left k LL @ Left k Total Q2 Left k DL © Right k LL @ Right k Total CD Right k Max. Deflection in (0X= ft (c) 1983:9 Richar Hudson & Assoc. 16051 Ave Ste 18 Seattle WA relocate column stuuf Multi -Span Steel Beam Fy - Yield Stress 36 00 hsi Load Duration Factor Spans Considered Continuous Over Supports Span Information 9.00 22.50 13.50 W21X50 W21xso W21X50 Pin -Pin Pin•Pin Pin -Pin 0.00 0.00 0.00 No No 1.40 1.40 1.40 1.80 1.80 1.80 0.0 94.9 1.1 0.00 11.40 1224 0.0 -111.7 -103.6 -111.7 -103.6 0.0 14,185.4 14,185.4 13,161.1 23,760.0 23,760.0 ,pp 0.0 23, Bending 2,363.7 4,5 2,163.6 14,400.0 14,400.0 14,400.0 Shear OK Shear OK Shur OK 6.11 36.36 17.13 18.71 35.64 1.77 0.89 27.31 29.21 -7.00 27.75 23.56 -6.11 55.07 52.77 27.31 29.21 5.59 27.75. 23.56 -3.82 55.07+ 52.77 1.77 0.028 -0.234 0.039 5.40 11.40 4.68 Scope : c :: nerca c a ung.ecw Title : Hartung Gla g- . Job 0 Dsgnr: Chuck Date:: 10:43AM, 4 NOV 98 Description : Mezzanine beam change 1.00 Page 1 ,, 1.1 • , . ,I Loads „0 Lie l oaa usea i nls bpanrl Dead Load k/ft Live Load k/ft Yes 1.40 1.80 110 .40 1.80 Yes 1.40 1.80 [Results Mmax 4 Cntr k -ft it X = ft Max © Left End k -ft Max @ Right End k -ft lb : Actual psi Fb : Allowable psi N : Actual psi Fv : Allowable psi 0.6 0.66 0.0 -111.4 14,144.7 23,760.0 Bending OK 3,382.5 14,400.0 Shear OK 87.3 11.10 -111.4 -119.1 15,127.0 23,760.0 Bending OK 4,591.5 14,400.0 Shur OK 25.5 9.54 -119.1 0.0 15,127.0 23,760.0 Bending OK 3,843.4 14,400.0 Shur OK . • 'Reactions & Deflections 1 '; • Description General Information Span Steel Section End Fixity Unbraced Length nT983=9 relocate column stuuf ft ft Shear @ Left Shear r Right Reactions... DL @ Left k LL @ Left k Total @ Left k' DL @ Right k LL Right k Total © Right k Max. Deflection In ©X= ft k k RIch '.Hudson & Assoc. 1605:n Ave Ste 18 Seattle WA 9.00 W21X50 Pin -Pin 0.00 2.03 . 0.89 9 p > 1.14 Scope: Multi -Span Steel Beam Fy - Yield Stress 36.00icsi Load Duration Factor Spans Considered Continuous Over Supports 'Span Information 22.50 W21X50 Pin-Pin 0.00 35.66 26.77 36.34 12.78 27.31 29.21 35.12 13.50 W21X50 Pin -Pin 0.00 30.42 37.56 2 731 35.12 k 29.21 37.56 66. 0.019 -0.205 0.013 5.82 11.10 2.43 0..4 Title : Hartung GI -m, . Job 5 Dsgnr. Chuck Y Date: 10:57AM, 4 NOV 98 Description : Mezzanine beam change 1.00 59 7.19' - 12,78 Et r - . • VI - r . V .� c: = nerca c' a ung,ecw Page 1 I S, 2 -Sep -1997, Win32- RICHARD HUDSON & ASCCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 O� • • 3 ,'1 r o'`L N ,' dN MITE: :Dole - t ir o t?. - t'l L Jos I r - [v'Sl C- 0...INSS • SHEET NO 1 OF CALCULATED BY C t 1 • DATE Nice.- .E —i / GoL uMrL( co Ex( 57lki 4 13-a>tvi `.LriLctic s04cJC '.' 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'S 4UD��irr _ 1.5$ 1 1 2 /5 �l �• ^I - /5 L. i 1 1 I , I IS C +• = 1 sp!� I"1 -� .. i cam... zs 3 I 4., 1 1 r :i 3 - 2xty ftia, JOB .1 TO NC ; C•1L4�S SHEET NO. CALCULATED BY •v r � Z 1,1:0 5 OF DATE 12,5- _314. .0 2 ,sC��> LLGL Is 1.2 15 .Ps1 oIL . _.:___- - , ,sic mWi- _ __.-- . -_.._ ...M f. &t Lbw...__s7 . . - - .....:. _ .. - ' __. _.. _..•. - - -_ -_ -As V% -._S CtZ)._.. 00 1 7_1■••• __._ =... .!l.t 1 rai • I . I 1 i i 1 i L__: i 1 ' r I • 8t .• .T I I 1 ' I 1 i ' i 1 r I I j i I i i 1 i 1 I 1 ' ( 1 I { ' • • i— .� I i ' i • i I 1 ( ' j 1 I ( ( i i 1 1 1 : ( i 1 I i 1 • —y j I f f f i i I j 1 1 I , i 1 j 1 I I — I 1 ` I ( I 1 1 i ' i i j 1 f ( ; •I j • I 1 1 ! I ( ! i I I i I I 1 i I I � I I. ' . I I 1 T i j i j f . I I L - r I --1 j i. 1 i I ` i i • 7 I .. . . : . .... ..... . - - 1 . 7. ' . V J - w RICHARD HUDSON & A( )CIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 JOB SHEET NO. — r CALCULATED BY Co4 PI February 16, 2000 Dear Mr Bylsma: Alan Bylsma 12720 Gateway Dr #116 Seattle Wa 98168 City of Tukwila RE: Permit Status D98 -0381 17830 West Valley Hwy Department of Community Development In reviewing our current permit files, it appears that your permit for a blower room addition, issued on December 16, 1998, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by'such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, a lLO G?C2 Bill Rambo Permit Technician Xc: Permit File No. D98 -0381 Duane Griffin, Building Official Steven M Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431 -3665 DEC 11 '98 16 01 D KEHLE ARCHITECT : architect December 11, 1998 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Ms. Joanna Spencer TUKWILA Public Winks Department PUBLIC WORKS Re: Hartung Glass Application #D98.0381 Dear Joanna, W th regard to your correction letter dried, November 19, 1998, my client has met with It public works inspector to discuss the check valve configuration at their facility. Currently there are two single check valve assemblies connected in series., There is a %' by -pass that does not have any back flow protection. My client willlroplaoe the.by -pass and the two single vales with a Stale of Washington approved Double Check Detector Assembly. Also the pumper connections will be upgraded to the current standards. • Hartung has contacted Grinnel Fire PrOtection to start on the design work for this modification tit, the existing system. They will submit for a separate penult for the fire sprinkler work Per our phone conversation this will allow our building permit for the building remodel to be released. We understand that the final occupancy permit for this remodel work cannot be approved until the firs sprinkler system is corrected under this additional permit. Thank you for your help. Sincerely, {� Cusii Alan Bylsma ABAmt cc: Mike Trout a19721Yd123 12720 GATEWAY DRIVE, SUITE 116 (206) 433.8991 FAX (206) 246 -8369 SEATTLE, WA 98168 RECEWED DEC 1 1 1998 P. 1/1 Post -1N Fax Not. To l Lo t 4AztaL4.1." phoned' Fax. 7671 Deb 121i [A' P►o1M A l 4 Plume/ • Fax DEC 11 '98 16:01 D KEHLE ARCHITECT 5 TA Ogg architect December 11, 1998 • City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Ms. Joanna Spencer Public Works Department Re: Hartung Glass Application #09&0381 Dear Joanna, With regard to your correction letter dated, November 19, 1998, my client has met with a public works inspector to discuss the check valve configuration at their facility. Currently there are two single check valve assemblies connected in series., There is a % by -pass that does not have any back flow protection. My client will!roplace theby -pass and the two single vsMes with a Slate of Washington approved Double Check Detector Assembly. Also the pumper connections will be upgraded to the current standards. Hartung has contacted Winne! Fire PrOOtection to start on the design work for this modification to the existing system. They will submit for a separate permit for the fire sprinkler work. Per our phone conversation this will allow our building permit for the building remodel to be released. We understand that the final occupancy permit for this remodel work cannot be approved until the firs sprinkler system is corrected under this additional permit. Thank you for your help. Sincerely, a e-0,01 Alan Bylsma AB /mt cc: Mike Trout a:1972111d123 12720 GATEWAY DRIVE, SUITE 116 SEATTLE, WA 98168 Pastor Fax Not. 7671 To Q3 J 134 1 . K.kw1,71 P— . Fax' / Phan* it Faze 1 RECEIVED DEC 1 l 1998 TUKWILA . PUBLIC WORKS P.1/1 (206) 433.8997 , FAX (206) 246 - 8369 5 in kehle December 3, 1998 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Ms. Joanna Spencer Public Works Department Re: Hartung Glass Application #D98 -0381 Dear Joanna, With regard to your correction letter dated, November 19, 1998, my client has met with a public works inspector to discuss the check valve configuration at their facility. Currently there are two single check valve assemblies connected in series. There is a' /•" by -pass that does not have any back flow protection. My client states that he was told by the inspector that they do not need to replace the two single check valves but they do have to install a double check valve assembly on the' /." line and the pumper connections will need to be upgraded to the current standards. After our phone conversation today you confirmed that this was basically correct. Hartung has contacted Grinnel Fire Protection to start on the design work for this modification to the existing system. They will submit for a separate permit for the fire sprinkler work. This will allow our building permit for the building remodel to be released. We understand that the final occupancy permit for this remodel work cannot be approved until the fire sprinkler system is corrected under this additional permit. Thank you for your help. Sincerely, aeak, Alan Bylsma AB /mt cc: Mike Trout a :t972111et12 -3 12720 GATEWAY DRIVE, SUITE 116 (206) 433 -8997 SEATTLE, WA 98168 CITY OF TUKW DEC 31998 PERMIT CENTER FAX (206) 246 -8369 November 19, 1998 Alan Bylsma David Kehle Architects 12720 Gateway Drive, #116 Seattle, WA 98168 Dear Mr. Bylsma: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0381 Hartung Glass Company 17830 West Valley Hy This letter is to inform you of corrections that must be addressed before your application for . development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Public Works Department. At this time the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. ; I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, th Brenda Holt Permit Technician Enclosures File: D98 -0381 C City of Tukwila Department of Community Development Steve Lancaster, Director John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 City of Tukwila Department of Public Works PUB IC WORKS DEPARTMENT COMMENTS DATE: November 16, 1998 PROJECT NAME: Hartung Glass PERMIT NUMBER: D97 -0381 John W. Rants, Mayor Ross A. Earnst, P. E., Director PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1. The developer shall replace existing single check valve with a Washington State Health Department approved Detector Double Check Valve assembly on the fire water suppression line and submit a plan prepared by a licensed Fire Prevention Designer. Please contact Mr. Nick Olivas, Tukwila Fire Dept. Chief at 206 -433 -1859 for any other requirements and coordination. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 ACTIVITY NUMBER: D98 -0381 DATE: 12 -3 -98 PROJECT NAME: HARTUNG GLASS COMPANY Original Plan Submittal Response to Incomplete Letter x_ Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: S Building Division FEZ Pu lic Works ; .'CIS MAR. I? -I DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete E Incomplete ❑ Comments. TUES /THURS ROUTING: Approved Approved with Conditions ❑ APR - ROUTE.DOC 6/98 PL RO a. Fire ir ention /1 ❑ Structural /, Planning Division n.._ IIrIZ Permit Coordinator ag DUE DATE: 12 - - 98 Not Applicable ❑ Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 1 - - 99 C REVIEWERS INITIALS: DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: L� C 31,4 tookl. PLAN REvIEWROUTINci SLIP ACTIVITY NUMBER: PROJECT NAME: XX Original Plan Submittal Response to Correction Letter # D98 -0381 HARTUNG GLASS DATE: 11 -9 -98 Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: Building Division Awe Works works JJ& d l 146 APR- ROUTE.DOC 6/98 5l� Fire Prevention [0 II l y - `li ❑ Structural 1/ DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete Comments: TUES /THURS ROUTING: Please Route ❑ Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS. APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions 6ovvee m (,w q'/ 1mihid REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions El rni Planning Division Pe+ r DUE DATE: 11 -12 -98 Not Applicable ❑ No further Review Required • DATE: DUE DATE: 12 - 10 - 98 Not Approved (attachcomments)0 pJ //- DUE DATE. Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: REVISION SUBMITTAL DATE: 12 PROJECT NAME: PROJECT ADDRESS: CONTACT PERSON: REVISION SUMMARY: SUBMITTED TO: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Nov 2 0 1999 1 1 . x - PLAN CHECK/PERMIT NUMBER: rt ✓� 1 n:4k LV �!J P�✓I G.2V' PHONE: 0411--coL-1 SHEET NUMBER(S) 5 � �. A ILA Art -ee' e 2.� �a(,'� � � � "Cloud" or highlight all areas of revisions and date revisions. RECEIVED erry OF TUKWILA D EC -- 3 1998 PERMIT CENTER ; d 144 CITY USE ONLY 3/19/96 1. City of Tukwila Fire Department Fire Department Review Control #D98-0381 (512) Re: Hartung Glass - 17830 West Valley Highway Dear Sir: November 17, 1998 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. 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 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 John W Rants, Mayor Headquarters Station: 444 Andover Park East • • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 v c City of Tukwila Fire Department Page number 2 Thomas P. Keefe, Fire Chief 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) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. 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 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206 575.4439 City of Tukwila Fire Department 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. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire. Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone:" (206) 5744404 . Fax: (206) 575443 iREGISTRATION Nt7MBER tCC0 . :SGACO * O S 485: 01 /1 O /.1 9 S G•.A CORPORATION • 6414 204TH ST SW 200 *LYNNWOOD WA 98036 -3973 FOS•nS;.tt!n. (1097 I REGISTERED AS PROV41fDitY L W DLICCIi And Disp :uy Cirif +cate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGISTRATION NUMBER CC01 SGACO * *084BS 01/10/1999 EFFECTIVE DATE 01/10/1992 Please Remove And Sign Identification S G A CORPORATION Card Before 6414 204TH ST SW 200 ' Placing in LYNNWO WA , 98036 - 5973. • Billfold ! Signa e 44V 141 / /irts , Issuid DEPARTMENT OF LABOR AND INDUSTRIES J 431H1" FULIN4. 4 422 6 0 1.rc*. t02irt10 PARCEL A THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , SITUATE IN THE CITY OF RENTON, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST RIGHT -OF -WAY LINE OF THE WEST VALLEY HIGHWAY (SR 181) AND THE NORTH LINE OF THE SOUTH 480.00 FEET IN WIDTH OF THE NORTH HALF OF SAID NORTHWEST QUARTER OF SECTION 36; THENCE SOUTH 88 ° 21'00" EAST ALONG SAID NORTH LINE FOR 533.49 FEET; THENCE NORTH O1 ° 39'00" EAST FOR 306.00 FEET; THENCE NORTH 88 ° 21'00" WEST FOR 555.27 FEET TO SAID EAST RIGHT - OF-WAY LINE OF THE WEST VALLEY HIGHWAY; THENCE SOUTH 02 ° 26'02" EAST ALONG SAID RIGHT -OF -WAY LINE FOR 306.78 FEET TO THE POINT OF BEGINNING. THE ABOVE PARCEL CONTAINS 166,580 SQUARE FEET OR 3.82 ACRES. 6 HEI;AI, ND1 — VErer ALL t7IMMENSIONS i Pf• OF *1,0g _K_ MC/K. - fo (,pNwmuC — THIS VEKHr( GoV S GoN or rIEW zXlt ' 14IR� 4 Q OD11IO/ 1 0 1.owGrL �a-�Me 131'7111.61 �oIN� t/M4rr I I F 4. cz.21 1 alt 001 1 P;toet) 690 235 0 �IIC 11 Vh�'hHU 1 Y,il¢ +i Rbfg+ UQFbUJ roe rezve01GN/l(`1V+i,IiE1 ICE b•11.11 [I' Ile. slab e 71.341 ExlsT LoAViHf1 4 �DIt1GNbl. ,001 INt F6l1 6L i 1 T IN It !—rm GIA.I Ettlet{ D98 -0381 EXPIRED — WLO1N(.4 Ca;e! O21446L etvc -'16o'rCr. (1NV?Il IZEP f4) -chIN4 M -1 - a uFt4.4r(QY2a1PI 32 - Crria tIG11C44 \\11uldPiat �(I flfr 131.11U7104.1 Gzet 4wµ22 az 1btkR 1,402c ierA A!UeouuoM.=• 14FiY3GNINE Ill W3 e2 1 4127uHC) rG = 3°�,Bilif G'N*1rIE' ' 2 1, (EV 4E1)1 rt/ Zi J ki (AD — 1?)QICI14C 11441V 11 /370 Z.5 AGM • 42.E E ° 1,5z7vr Q1.lcor = 11 11 11, vtio %lam - 72 1340U rt004 thloal 1 0 ',V�Ny ID1HT r I N4 4b 5V5 rarRl- pAlerA I~G 174 STAU s 1 ) \(II N ri r11�r o atia Nca' kw," �I 6Fi0 -u oI4C4 1 2 1 ,1106 , % DEC AS NOTE 1 5 199 SEPARATE PERMIT REQUIRE FOR: 0 ��MECHANICAL EW LECTRICAL ❑ PLUMBQG ❑ GAS PIPING CITY OF TUK.VILA BUILDING DIVISION 1 1 th_t 03 Plan Check c, - .a errors and omissions R..Rd c.;. pl does ant P'HIIOItie ill violation of ad :7:+d code ar OldlIfinib AIOS(pt of c 0o00 of approved 0111111111111110hdpsd. Dy Date Permit No CITY OF TUKWIIA APPROVED tractor's LA 440 ILUINCi ON EYE ■ ce :3 Ce 000 FILE COPY RECENED CITY OFTUKWIIA NOV-9 - 0381 PEFIANTGESITEER 2 O M COCO 4 N 0 0 N • v m t 00 O W Mil GO 45 PROPOSED TENANT IMPROVEMENT FOR: HARTUNG GLASS COMPANY 17830 WEST VALLEY HIGHWAY TUKWILA, WASHINGTON architect rn; te 45' PHONE (206) 433 -8997 FAX (206) 246 -8369 12720 GATEWAY DRIVE SUITE 11 SEATTLE, WASHINGTO 9 8 1 6 8 YEA DATE DESCRIPTION 11/9/45 - SUBMIT FOR PERMIT , PROJECT DRAWN BY DATE 9821 PAUL 8/19/98 CHECKED BY ALAN DATE 809/98 WALL TYPES WNDOW TYPE A: b z4 SINGLE GLAZNG N FIXED ALLMNUM FRAME, SILL • 3'-0" AFF. WINDOW TYPE IS 4x4 SINGLE GLAZNG N FIXED ALLMIdi'1 FRAME, SILL • 3'-0" AFf. WND. TYPE C EXISTNGs, NO CHANGE WALL TYPES EXISTING STUD WALL TO BE REMOVED ❑ 1 RILL N EGRI WALL FROM FLOOR TO UNDERSIDE OF FLOOR DECK ABOVE, 5/8" GYP. BD. OVER SOUND BOARD, RESILIANT FURRNG CHANNELS • 24 OL, SAND B4IT INSULATION, 3-/2 STEEL STNS • 24" OL. + 5/8• GYP. BD, CAULK NEAR 1 SILL. FILL FLOOR DEOC FLUTES WITH SOUND BATT. NSULATIpN WALL FROM FLOOR TO UNDERSIDE OF CEILING, 5/8• GYP. BD. BOTH S DES 3 -IR" STEEL STUDS • 24° OL. 5/8" GYP. 8D. BOTH SIDES 2x4 • I6 OL. SEE SECTION F /A -4 SHEET METAL NDNG OVER HORIZ. Ix4 • a 30 OL. t 2x4 • • 24• OL. ❑ 2 5/8' GYP. BD. OVER RESILIENT FURRING CHANNELS • 24 OL. OVER EXISTING WALL 1 EXISTNG CONCRETE WALL 22 EXISTING 5120 WALL, SHEET METAL SIDINS OVER HCRIZ Ix4 • 30" OL. t 2xb a B. 022. DOOR `.A:HEDULE DOOR 4,12 3®cle HOLLOW METAL DOOR 4 JAMB, I -N' PAIR BUTT5, LATCHSET, CLOSER SMOKE GASKET, UAALL. STOP. ENTRRE ASSEMBLY TO BE ONE HOUR RATED. -^ L-A E To I 14 DIcAIE 450F TEMP. >rtsF IN 3f7 MtN- of DOOR .3 344elte 50LID CORE WOOD DOOR METAL JAMB, LATCH F112E Eice SET, i -i PAIR BUTTS, WALL STOP DOOR .445 3810 SONG ALU`1M31 DOOR a JAMB, 22/ SIDE LITE GLAZN'a TO BE SAM GLAZING. DOOR 401 ,48 2816 HOLLOW METAL. DOOR a JAMB, 1 -i PAIR BUTTS W/ NW, LOCKSET, CLOSER WEATHERSTRIP, THRESHOLD. RAN DRIP CAP, WALL 5TOP. DOOR'S 3•Ct• 50LID CORE 2000 DOOR METAL JAMB, 1 -1 PAIR 8UT1'5, LATCHSET, CLOSER SMOKE GA51eT, WALL STOP. ENTIRE ASSEMBLY TO BE OT€ -HOUR RATED. DOCK E, EXISTING 3Ctela DOOR, JAM, + HARDWARE DOOR i5 EXI5TNG 10W& OVERHEAD DOOR DOOR E EXISTING 192d°.,e OVE°64240 DOOR FILL N EXIST0 DOOR OFSING W/ 5/8" GYP. BD. BOTH SIDES STEEL 5TID5 FNISH FLUSH FILL N EXISPG 2600 2 O PEN0 W/ 50 GYPS BD. OVER ° N BOAR RE5ILIBNR FUG CHANNELS • 24 022, STEEL STUDS • 24' 022. SOUND BATT INSULATION, t 5/8" GYP. BD, FNI55 FLUSH BOTH SIDES. NEW 61EEL COLI1•N EXMSTMG STEEL COLIMN 2 TO BE REMOVED / NEW 5165/22 GOWN 4 O� I FILL- N EXIBTO— OFENPOS Br DRIVIT.bv5R 3/4° RIGID NCIULATICN, I!1° PLYWOOD, 3 -1,?• STEEL 51506 • 24'.00. N R -ii BATT IATKAN. 5 0 5' PARTIAL FIRST FLOOR PLAN SCALE I /8" • I' -0" 25' 6X67'22 IbTNal LOUMERJ 3 EXISTING -BERING 2142222 TO Frae) EXPIRED D98 -0381 CITY OF TUKWILA APPROVED DEC 15 1998 AS NOTED IuLDNG II 2N RECEIVED CRTV OF TUKWILA NOV - 9 1998 5EASd27051T�E6t. O tL N U 05 CO In M CO d N ra 0 0 v 1 0 4 a tL 1- 0 0 U W L z d›' rat Z OQ ra O az Z¢ C'7 C E,ID PLOT DATE 11/9/98 C: \CAD \9821HART \A -c 2x6 a 16" O.G. W/ SIMPSON LU26 ON ONE END 4 BEARING ON WALL ON OTHER 12" PLYWOOD 5/8" TYPE 'X' GYP BD. 5/8" TYPE 'X' GYP. BD. BOTH SIDES 2x4 o 16' O.C. FIRE TAPE THIS SIDE 4 FINISH STAIR 4 HALL SIDES SMOOTH 4 PAINT EXISTG FLOOR STRUCTURE 7 !STAIR 1-1/W FACTORY FINISHED woo STAIR TREAD W/ RUBBER TREAD (TYP) RUBBER SKIRT NEW ONE HOUR RATED STAIR ENCLOSURE 19Te II" =IT -S" 23'-6" ONE'HOURRATED GEILNG 5/8" TYPE 'X' GYP. E. OVER 2xb 0 16" OL, CEILING a +9'-0" LANPW i$ 5i8" TYPE 'X' GYP. BD. EXISTING WALL I -HOUR RATED EXISTING I -HR RATED DOOR 5/8" TYPE 'X' GYP. D. BOTH SIDES 2x4 ® lb" O.C. FIRE TAPE THIS SIDE 4 FINISH STAIR 4 HALL SIDES SMOOTH 4 PAINT X l 5' -6" ST,4I R SECTION - LEGEND E. edT1 EXISTNG ILLUMINATED EXIT SIGN N ipilti NEW ILLUMINATED EXIT SIGN EXISTING DOOR f4 n 1--1D. MOST PIPE. FFN - A�Etvlet --( CtiNSr24.o�ED I/2' PLYWD. / As - tw WN D Co4ss -le- VOg- tiF3G TABLE 7-G ITEM_ 13 -1.1 - e t3 M 1 D98 -0381 EXPIRED NOTE: PROVIDE 4" RUBBER BASE ON ALL WALLS IN STAIR 4 HALL 5/8" TYPE 'X' GYP. BD BOTH SIDES 2x4 a lb" O.C. FIRE TAPE PRODUCTION SIDE 4 FINISH SMOOTH 4 PAINT STAIR SIDE L t j LUNCH LUNCH CUT OPENING FOR NEW 3 1 'x - 1 ° DOOR 24' -0" Scale: I/8 " =I' -0" 5/8" TYPE 'X' G. BD. BOTH SIDES 2x4 ® 16" O.0 10 UNDERSIDE 0i-' NEU 2 . GYP. BD. CEILING Scale: 110 -0" /EXIST'G SUSP CEILING ONE -HOUR RATED CEILING 5/8' TYPE 'X' GYP. BD. OVER 2xb a 16" O.C. CEILING e + S' -0" e LANDINGS SECOND FLOOR DEMO PLAN FILL N EXIST'& OPEN W/ 5/8" 75,'t GYP. BD. BOTH SIDE kr WOOD STUDS, FINISH FLUSH BOTH SIDE. IT PAINT LUNCH ROOM g SIDE. NSULATE W/ R -I1 BATT 24' -0" 24' -0" it ® 13 PARTIAL SECOND FLOOR STAIR PLAN CUT OPENING FOR 5'-" W x 8' H. OPENING IT -6" REMOVE EXISTING DOOR 4 JAMB REMOVE EXISTING STAIRWAY 4 WALLS 23' -6" M.01111119 SLOPED CEILING 0" 1 1, O PARTIAL 2ND FLOOR REFLECTED CLG. PLAN Scale: U8 " =I' -0" CITY OF TUKWILA APPROVED DEC 1 5 1998 AS NOTED c1JILDP')G Die'2)ON RECEIVED CITY OF TUKWI A W8 — 9 1998 PERA4RrDEN S8 1 tt• cn +4o co co t PLOT' DATE 11 /9/98 C- \CAD \9821HA °TSA -3 DOING CONC. RETAINING WALL SECTION SHT, MIL. ROOFING OVER.EWC FELT, PLTIODOD SIiTG, 4 JOISTS SW. MIL NAG OVER BLDG. FELT, PLY1.1100D4 2w6 a 24. 0C. O FLASHING SCALE 1 -1/2' = 1' -0' GUTTER DETAIL SCALE 1 -1/2' = 1' 0' V DOUEL • 24. OC. SET N Si3" .14OLE UV NG14-24 RINK. GROUT CONC. 5181 1114LL 4 FTG. CONC. S.48 04-GRADE EX18TYa SLAB ON -GRADE TO ISE REMOVED 514T. MTL RLOFFti OVER BLDG. FELT, PLYWOOD BFITG. / J0I5T5 FD4EDLOUVER CONC. STEM WALL TALL SECTION Scat: 1/2'41 CONC. SLAB ON-GRADE D98 -0381 EXPIRED 1R• • DOUEL a 24° OC. BIND N MST* CCNC N 5/8" 1 HOLE EMBED N NON- BNRFIC GROUT CONC. SLAB ON -GRADE REMOVE EXISTG CONC. WALL TO AT LEAST R• • BELOW FINISH FLOOR FLASHING — NEV ROOF TO EXIS i G CANOPY EXISTING SLAB TO NEW SLAB SECTION SCALE 1 -1/2' = 1' -0' SECTION SCALE+ 1 ]/2` = 1' O' SECTIGN NEUW U ".I' -O.' ROOF TO EXISTINCC CANOPY 5celm EXIST'GCONC. SLAB ON -GRADE CITY OF TUKWILA APPROVED DEC 1 5 1998 AS NO RECEIVED CITY OFTUKWILA PLOT DATE 11/9/98 C, \CAD \982IHAIRRT \A -4 EXISTING MEZZ. BEAM EXISTING MEZZANINE EXISTING MEZZANINE EXISTING E -2 sl BEAM HINGE CONNECTION K -2 F -2 c7 EXISTING CONCRETE ON METAL DECK 0 NO MEZZANINE D -2 2x4 ® 16 "OC 0 NO MEZZANINE 24' -0" 24' -0" FOOTING 6' -0" x 6' -0" x 1' -4" W/6 - #5 EA. WAY FOOTING 6' -0" x 6' -0" x 1' -4" W/6 - #5 EA. WAY BEARING WALL 3- 114x14 TIMBERSTAND STRINGERS 24' -0" } 24' -0" MEZZANINE & SHED ROOF FRAMING PLAN N SCALE Us" = 1' -0" 50' -0" 24 -0" FOUNDATION PLAN N SCALE: Vs" = 1' -0" 24' -0" EXISTING DOUBLE 2x10. REMOVE EXISTING WALL & TOP OF STEM WALL. 4x10 C -2 10' EXISTING BUILDING EXISTING CONCRETE WING WALL 2x6 ® 24 "0C '.. STUD WALL EXISTING'. CONCRETE RETAINING WALL �[ GENERAL NOTE 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE UNIFORM BUILDING CODE (1997 EDITION). 2. STRUCTURAL DRAWINGS SHALL. BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR THE BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE MATH THE PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 5. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCT1Oi. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 6. DRAWINGS MOCATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. MERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIE'N AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 7. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. .C: UNIFORM BUILDING CODE, 1997 UT E LOADS: ROOF....25 PSF WIND...80 MPH, EXPOSURE B FLOGR..75 PSF (POSTED SEISMIC ZONE 3 FO NDATION& FOUNDATION DESIGN ASSUME 2000 PSF BEARING. SOILS ENGINEER TO VERIFY PRIOR TO POURING CONCRETE. FILLS TO BE COMPACTED TO 95% MODIFIED PROCTOR PER ASTM 0 -1557. ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. fc = 2500 psi MAX. SLUMP = 3" PLUS OR MINUS 1" MINIMUM 5 SACKS CEMENT, PER CU. YARD MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED' WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 EXCEPT AS NOTED FOR WELDED REBAR. SLAB DOWELS SHALL BE GRADE 40 (fy 40,000 psi). OTHER REINFORCING SHALL BE GRADE 60 (fy=60,000 psi). LAP CONTINUOUS REIPIFORCING BARS 36 BAR DIAMETER IN CONCRETE, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT.. DETAIL STEEL IN ACCORDANCE 77TH THE ACI DETAIUNG MANUAL COVER TO REINFORCEMENT ID EE FOOTINGS.. 3 INCHES FORMED SURFACES -- WEATHER FACE.......1 s INCHES INTERIOR FACE.......3 /4 INCHES EARTH FACE........2 INCHES STRUCTURAL STEEL: TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B (fy = 46,000 P.O. ROLLED STEEL SHAPES SHALL CONFORM TO ASTM A -36 (fy = 36, 000 psi). WELDS NOT SPECIFIED SHALL HE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W.A.B.O. CERTIFIED WELDERS. USE FRESH E70 ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITri RISC FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD, CURRENT EDITION. PLYWOOD AND OS& WALL SHEATHING.........s CD W/. EXTERIOR GLUE ROOF SHEATHING. .... ...3 /4. CD PANEL INDEX. 40/20 GAP EDGES 1/8 INCH MINIMUM OR AS RECOMMENDED BY APA. ALL PLYWOOD SHALL CONFORM TO. U.S. PRODUCT STANDARD P.S. 1, CURRENT EDITION. NAIUNG SHALL BE AS INDICATED ON PLAN. INSPECTION& AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT BOLTING AND WELDING AS FOLLOWS (UNLESS MORE STRINGENT REQUIREMENTS APPEAR IN THE ARCHITECTURAL SPECIFICATIONS): ANCHOR BOLTS - INSPECT PLACEMENT PRIOR TO POURING CONCRETE. EXPANSION BOLTS - PROVIDE TORQUE TESTING: PER MANUFACTURER SPECIFICATIONS FOR ALL EXPANSION BOLTS. VERIFY SPECIFIED LENGTH AND DIAMETER OF BOLTS. WELDING-CHECK QUAUFICATIONS OF WELDERS AT THE START OF WORK , MAKE PERIODIC INSPECTIONS OF WORK IN PROGRESS AND MAKE VISUAL INSPECTION OF ALL FINISHED WELDS. IF WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1701.7 OF THE UBC SHOP INSPECTION OF WELDING IS NOT REQUIRED. SPECIAL C0 OITION& CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. D98 -038 EXPIRED CITY OF TUKWILA APPROVED DEC 1 5 1998 AS NOTED BUILDING DIV1F;UN TEL. (208) 324 -6180 FAX (206) 924 -8248 REGE NEO CifYOFT020 - NOV - 9 1998 PERMIT CENTER RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS . 1909 19TH AVENUE, 8011E 18 SEATTLE, WASHINGTON 9812E lei - > . c.rtisat SECTION A -2 SCALE: 3'4" = 1' -0" NEW CONCRETE SLAB #4 DOWEL @ 24 "OC SET IN % "0 HOLE W /NON- SHRINK GROUT EXISTING CONCRETE SLAB METAL ROOFING 3/4" PLYWOOD SOLID BLOCKING 2x10 ® 24 "00 A35 - -2x6 TOP i2 CON T. 3 -2x10 HEADER H2.5 �tx4 ®2' -6 "00 W /2 -8d /STUD — -- 2x6 ® 24 "OC METAL SIDING __� -- 2 -2x6 12 W/2 -A35 EA. END 8" 1' -0" SECTION G -2 SCALE: 44 = 1 - 0 " 2x10 BLOCKING ® 48 "OC 2x6 0 24 "0C DOUBLE TOP 6 2x6 P.T. FE W /1/2"0 A.B. 0 48 "OC W/2 446x3 x 0' -3" 2- #4 6" CONCRETE SLAB �— #4x 71 ® 24 "OC #4 0 14 "OC VERT. #4 0 12 "OC HORIZ. EXISTING SLAB 2 - #4 CONT. 4 0 24 "OC JOIST RE: PLAN 4'4" PLYWOOD W /10d 0 6 "OC EDGES, 10 "OC FILED 2" PLYWOOD W /10d ® 6 "OC EDGES 2x4 LEDGER W /16d ® 12 "OC SECTION B -2 SCALE: 44" = 1' -0" NEW CONCRETE SLAB 1/2"0x2' -0" SMOOTH DOWEL 0 24 "OC SET IN % "0 HOLE W /N•N- SHRINK GROUT COMPACTED FILL SCALE: 44 = 1 - 0 " REMOVE STUD WALL „44 III� rr'clj�'c' �i SECTION H -2 EXISTING PLYWOOD REMOVE WALL & STEM WALL TO 12" BELOW SLAB SAW CUT EXISTING METAL CANOPY EXISTING DOUBLE 4A" PLYWOOD JOIST METAL ROOFING 2x10 ® 24 "OC EXISTING SLAB & WALL EXISTING RETAINING ,WALL 4' -0" EXISTNG CONCR WALL 1 15' -0" A.F.F. to: 14' -0" A.F.F. METAL SIDING �. 1x4 0 2' -6"0C LU210 HANGER H2.5 4x10 P.T. LEDGER W /48 "0 'EXP. BOLTS 0 32 "OC SECTION C -2 SCALE: 3 = 1 - 0 " -11 ' ∎I'II 2 - #4 CONT. 10" SECTION J-2 SCALE 14" = 1' -0 2x6 0 24 "OC 2x6 P.T. le 7 ...--- W /I1"0 A.B. 0 48 "OC W/2 4415x3 x 0' -3" 2 -# 4 6" CONCRETE SLAB 1' - 6" #4x � 1 ®24 "0C #4 0 14 "OC VERT. #4 0 12 "OC HORIZ. it EXISTING MEZZ. BEAM —12 34x7 x 0' -10" T.S. COL. RE: PLAN SECTION D -2 SCALE: 4'4 = 1'- EXISTING CONCRETE ON METAL DECK 2®8 RE: PLAN FOR SIZE & REINFORCING SECTION K -2 SCALE: 34" = 1' -0" D98 -0381 EXPIRED SECTION E -2 SCALE: 44 = 1 -0 T.S. COL! RE: PLAN 1-12 44x5 x 1' -0" W/2 -411"0 EXP. BOLTS h" GROUT BREAK -OUT CONCRETE & DECK. PATCH AFTER REMODEL WORK EXISTING MEZZ. BEAM R ox7)F x 1' -10" SAW CUT ITT -7E1— 3 "CLR 12'" SECTION F -2 SCALE: 44 = - -0" BREAK -OUT CONCRETE AS REQUIRED EXISTING SHEAR 12 EXISTING BEAM R 48" CITY OF TUKWILA APPSOVEO DEC 1 5 1993 AS NOTED BUILDING DT .1005 RECEIVED cnYDFTUKwI A NOV 9 1998 PERMIT CENTER TEL (206) 324 -8180 FAX (208) 324 -6248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS . 1806 12TH. AV6808, sum 13 SEATTLE, RASFHN(FTON 98122 04 04 w Q 0- ` — 2 OF: 2