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Permit B96-0215 - CITY OF TUKWILA / MINKLER SHOP - LUNCHROOM
City of Tukwila � (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: 896 -0215 Type: B -BUILD Category: ACOM Address: 600 MINKLER BL Location: Parcel *: 252304 -9070 Zoning: CM Type Const: V 1 HR Gas /Elec: Wetlands: W Water: TUKWILA Contractor License No.: BALTIDIO7ODK Status: ISSUED Issued: 09/18/1996 Expires: 03/17/1997 Type of Occupancy: WAREHOUSE Slopes: Y Sewer: TUKWILA TENANT CITY SHOPS 600 MINKLER BL, TUKWILA, W A 98188 OWNER CITY OF TUKWILA 6200 SOUTHCENTER BLVD, TUKWILA WA 98188 CONTACT RANDY BERG Phone: 206 433 -0179 6200 SOUTHCENTER BL, TUKWILA, WA 98188 CONTRACTOR BALTIC DESIGN INC. Phone: 206 867 -3100 16625 REDMOND WAY SUITE M317, REDMOND, WA 98052 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT AN EMPLOYEE LUNCHROOM. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: SPRINKLERED UBC Edition: 1994 Valuation: 40,000.00 Total Permit Fee: 804.34 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature: �tT �_ Date : �—� `( 13 (l0( Print Name : 5Ad.12 - _L. _j3 ^ '.Ll T i t l e : , j j _ � -T" 777. 6. ±( _ 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. Project Name/Tenant: G/ 1y of �Ktj f LA; Pt/L-1 G. Cc,or� K S -f-f 01 Value of Construction: 4 D ) aD o Site Address: City State /Zip: 6 6 ) 0 M t Nj i F R 131-v0 j T U K I - v , ( fi t - ` i B 1 t 3 Tax Parcbl Number 2 5 2 . 3 ‘ 9 4 - 1 ° 7 0 Pro O r. t7-' TICK � l ❑ Multi- family ❑ Warehouse El Hospital ❑ ,, ,. Motel/Hotel El Office L Cither C /7 /�0/ Phone: 50 St t Address: � '' avn -1 L' e - j-reg. R1.VP) T City State /Zip: cvlc.A- ae l e8 Fax #: Contact Person: If yes, extent of change: (Attach additional sheet if necessary) Phone: 33 -bj 7 Street Address: / � t2Po 007- jeC'�1' - re — fR PL,VO) -cp(wi City State/Zip: a1�3 Fax #: �' Contractor: in the building? ❑ yes ❑ no X 11 paper indicating quantities & Material Safety Data Sheets Phone: Street Address: City State /Zip: Fax #: Architect: 1 vh-RY Ii- /--ref Phone: 2S 50 Street Address: 5651 L.1N I Vff# /7Y U'A -L- ? S -TI - 66 7 " City State/Zip: °l8 o5 Faxit: 7 .. 2 & 1 Engineer: Phone: -r -'i =--- - - City State/Zip: Fax #: Street Address: -• - - -- - ° ---- _ - ( i l • -= n1■1r..1■1r�nrwor fc w.... ..r--_ Description of work to be done: �/ f/y/r f An D -/>1 Pz-o y //Yip' 01./E11 t ta/qC-1-1P--LY=31N1 Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family ❑ Warehouse El Hospital ❑ ,, ,. Motel/Hotel El Office L Cither C /7 /�0/ Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing El SchooVCollege /University ❑ Multi - family ❑ Warehouse El Hospital , Motel/Hotel El Office L"1 Other £i /7`Y OAt 4f/ Gt'// gleY Will there be a change of use? CI yes � o If yes, extent of change: (Attach additional sheet if necessary) , Will there be rack storage? yes Tino Existing fire protection features: 0 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: --)) LI 03 existing Area of Construction: (sq. ft.) 1 90 Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes ❑ no X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation rt Sanitary Side Sewer #: 2 ❑ 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 ❑ Land Altering 0 Cut 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 Unifor{n Building Code (current edition). No application shall be extended more than once. Date application accepted: aca ( 40 •-1 Date application expires: Application take Initlals) CTPERMIT.DOC 7/9/96 CITY OF T'' Permit Center 6300 Southcenter Boulevard, 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 mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) cubic yds. 0 Fill cubic yds. Project Number: Permit Number: BUILDING R OR AUTHORIZED AGENT: Signature:. `�,, �,-- i� Date: Print name% /2 � L , .� Phone:4 _ ? q f Fax #: J Address / , �� / g City/State/Zip �v �IGTr i�Q ALL COMMERCIAL/MULTIarLY TENANT IMPROVEMENT /A RATION PERMIT APPLICATIONS M T BE SUBMITTED WITH THE FO OWING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED NIA SUBMI ED ❑ ' Complete Legal Description 0/4 f7QhW/h4t 5 F 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 (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 9). H- ,..�/ ❑ L_'7 Floor plan: show location of tenant space with proposed use of each room labeled ❑ 0' 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. i i ❑ 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 ❑ Ly Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑' ; ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). 17V ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other ,.., land use or SEPA decisions. E ❑ 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 Certificate of Contractor ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 1 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 7/9/96 CITY OF TUKWILA Address: 600 MINKLER BL Permit No: 896 -0215 Suite: Tenant: CITY SHOP'S Status: ISSUED Tvoe: B -BUILD Applied: 07/22/1996 Parcel #: 252304 -9070 Issued: 09/18/1996 k•, kk* kk*•• k* k* k****'* k*•k*kk k• k*k k*k*** k* k'*** k* kk' A' kk• kkk• k*****k•k*•k*•*'k*kk'**kkkkkkkk Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2. Plumbing permits shall be obtained through the Seattle -ring County Department of Public Health. Plumbing will be inspected by that :agency, including all gas piping (296 - 4722). 3. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and-all :electrical work will be inspected by that agency (248- 6630) . 4. All mechanical work shall be under separate permit issued by the City of Tukwila. 5. All permits, inspection records, and approved plans shall be avai:lable at the job site prior to the start of any con - struction.' These documents are to be maintained.ar,d avail -: abl ;e until final inspection approval is granted. 6. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or ;less,, and material shall bear identi- fication showing the fire performance rating thereof. 7. All'constr.uction . to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), avid Washington State Energy Code (1994 Edition). 8. Validity:of Permit. The issuance of a permit or approval of plan's, 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 iurisdiction. No'permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9. VENTILATION IS :REQUIRED REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 4 **k*k.4 *Ak ***k ** *A h yk 'th.A *k *hk! *•4h *4.•4*•A *kA *k *•4.. *•.44•.4 CITY OF TUKWILA. WA j - + rkv. * A • 4*Ah **** * *:44k *A * *•A** . *** k *k1 11+4kh• **k* s*+***AkFA ** • TRANSMIT Number: 89600479 Amount: 20.00 09/18/96 11:23 Payment Method: TRANS Notation: PUBLIC WORKS Init: SLU TRANSMIT Permit No: P4+I96- -0224 Type: PW• -S33S SANITARY "SIDE <SEWE3 .., Parcel No: 252304••9070 Site Address: 600 MINI;LER 13L St: LAND F1: Un: Location: 600 MINI(LER BY /NORTH OF THE EXISTING OFFICE BL' Total Fees: 20.00 This Payment 20.01) Total ALL Pmts: 20.00 Balance: .00 *.Ak4•4*.4 4*4* • *r4.4 ** *4•k. *.* 4hk *4* .*.4*k* **•A.*h.t *.4:1.4 *k *4***4. *.*.4 Account Code Description Amount 402/342.400 IN5P FEE •- SME /SSS 20.00 53 (A. Igo. tot) • i ( 3269 09/18 9617 TOTAL 0.00 **. * ** * * * * * * * * * * ** *******• AA*** •A * * *k *h * *.1 * * * * *. *4 *'A *'..a *•kA *.4***4 CITY OF TUY.WILA. W "`e 'c TRANSMIT * * * ** * ******* * * **** *.*ll: * ,'' A *,A* *hit * ***•A**h *4* *R•A *** *** * * * *k* TRANSMIT Number: R9600479 Amount: 804.34 09/18/96 11:11 Payment Method: TRANS Notation: PUBLIC WORKS Init: 81.B Permit No: 1396- -0215 Type: II-BUILD BUILDING PERMIT Parcel No: 252304 -9070 Site Address: 600 MINKLER BL Total Fees: 604.34 This Payment 804.34 Total ALL Pints: 804.34 Balance: .00 * **** *A* **** ** *A*****. w *.A ** ***i ** ** *A * * * *A *o4 *, L*A *A -**-A *•kit Account Code \ Description Amount 000 /322.100 BUILDING - NONRES 4F4.75 000/345.830 PLAN CHECI, - NONRES 315.09 000/386.904 STATE BUILDING SURCHARGE 4.50 \ 4Qr p1 ov ern.p < `60t-1 , - 5H> 3268 09/18 9617 TOTAL 0.00 Project Name Address 1nCO d� I ►.► City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Pr BL y Retain current inspection schedule Needs shif ,inspection Approved without correction notice Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature Approved with correction notice issued 5 ( 0 FINALAPP.FRM T.F.D. Form F.P. 85 John W Rang Mayor Thomas P. Keefe, Fire Chief Permit No. ,R9to- 02.15 Date Suite is (9 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 575-4439 Project: (� QS Type' of inspectio ' � ) Address: ( ,rte? Qs.r Date called: Special instructions: °-/141\ / 0 °-/141\ W� !"`^ e Date wanted: , / /9p / a;: Requester: Re p ..1‘.1 Phone No.: 7 L Approved per applicable codes. 1 l INSPECTION RECORD J Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: CSC.. r OP. Inspector: \ f . Date: �� r J 7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: Project: i 1),../ti ( ::, ii.\ Y(> of inspe t I A i im ( . Address: v 1 f\ k ,.. f 1/v ,, F2 f ‘ Date called: ii .-, ( 5 .7 co Special instructions: Date wanted: / / / 1 1 Ani• - ........-- Requester: ,.... 1 e. Phone No.: 1 '-'_..", / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: 11 LA, cf4a46 f JTt Date: A PERMIT NO. (206) 431-3670 Corrections required prior to approval. b $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Project:, _I_ j oft 11/11 s Type of inspectiT stA. t oc t Io in AddresT y ii 0 1 4 1 ev -0 • Date called: 10 i e?? so Special instructions: Date wanted: /0 tz_ & Requester: e v 1 ,, Phone No.: 4V _ -2,1 '3D CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1:glApproved per applicable codes. INSPECTION RECORD Retain a copy with permit r PERMIT NO. (206) 431-3670 Corrections required prior to approval. COMMENTS: c191 Cz*I'Le • I Inspector: Date: Of'" $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: , S , _ / Type of inspection: �' ' \ W �` n �� Address 0 h �'� Q K � ' ` R r 6 Date called: Special instructions: (K) q OZ i 6...5 T f "I Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (p - 0@l5 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ALL, !I r 1 $42.00 REI t. PECTION FEE REQUIRED. I?Fi$r4o,fnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule)reinspection. Inspector: [eceiPtNo.: Date: �O Date: t'4 6 COMMENTS: Type of inspection: I) (IN-A` tJ - PL Awr b414G APpit- -DVJ1 •, 2-) eJ.V%- Oc-r- SI.1� , IAtAG Q.... ( I I cOGrs,. I2" FJ`z.o_ 3 ) T1 ‘% I-IDA I A T N - c - 0 4) r 41%.%%....- on .= z.,. . 0,1-cu..... �. on Requester: 0 4. ,it - t t 0.3%.4,30 Project: G T'k Sees Type of inspection: % A L- - Address: - VY`-w.`thi -r' Date called: / 0 - ZI Special instructions: Date wanted: on Requester: Phone No.: r l Receipt No., 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. [Corrections required prior to approval. Inspector: Date: /O / Lr `? (P $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: (206) 431 -3670 Project. 11 S/40 .4re j 0,spect jQ p:� i tni'uAT � r V ` j - f -I c &, Date called: [ 0 - _ 3 M _ ' 9 co l 0 Sp i Date wantedf ` f c_ cop t Requester: Phone No.: 3 i _ 3 X Approved per applicable codes. ( 1 Corrections required prior to approval. COMMENTS: l.-t■ r cti tr- — £ Urik WA LA. P l 1 W'�1D &J AI Lu G . 14M.ina WALL- t c i • c-,w+. t.lAt+.' aG . • C■ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Inspector: Date: / /q [ 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: /14' T W r 774 AA N y , Sim ti , wAq M EVA1 ( , €- c. V o 2-1 N,1+4 L NI 6 rt). N,^ro 60 I- /Np6TKe 6fNc.1c- - sr 6,0 Prt- J.s-vsC 5--E - c..d r try1. Pc... r,4 s it) . rt. f `'N 1 1 , ` = V/ - 1LZy . ALL- e(At■rr3ir1 /S oc /ST7! ATOP WILL. 0t"ti f Nt./0 1, VC 0.0- (n ,4 .SINK. !•0 (E12v7++l (,J"_ rncT.NA r4 t cAt.... t411 n..rc -- wt t.t.. (L- uc.E A Psi► r T'. Requester: Mlw/ Phone No.: 1 / Project: l'Yr /NItc��t— J` - tfoRf E? Type of inspection /* cr. / Address: Date called: Special instructions: Date wanted: 9 i _ q6, gy . � .. Requester: Mlw/ Phone No.: 1 / INSPECTION RECORD Retain a copy with permit .eL-1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 SANITARY SIDE SEWER Permit No: PW96 -0224 Issued: 09/18/1996 Status: ISSUED Approval Letter: 08/01/1996 Project: CITY PW SHOPS Expires: 03/17/1997 Site Address: 600 MINKLER BL St: LAND Parcel No: 252304 -9070 Wetlands: W Watercourse: 25 -1 Slopes: Y Water: TUKWILA Sewer: TUKWILA Type of Install: ACOM Number of Units: 000 Exist SQ FT: 7400 Add SQ FT: New SQ FT: 500 Contractor License No: BALTIDIO70DK TENANT CITY SHOPS Phone: (206)433 -1861 600 MINLER BV, TUKWILA, WA 98188 OWNER CITY OF TUKWILA 6200 SOUTHCENTER BLVD, TUKWILA WA 98188 ARCHITECT IVARY & ASSOC Phone: (206)433 -0179 5651 UNIVERSITY WY NE, SEATTLE, WA 98105 CONTACT RANDY BERG /TUKWILA PW Phone: (206)433 -0179 6300 SOUTHCENTER BV STE 100, TUKWILA, WA 98188 CONTRACTOR BALTIC DESIGN INC. Phone: 206 867 -3100 16625 REDMOND WAY SUITE M317, REDMOND, WA 98052 Description: NEW 2" SAN SIDE SEWER FOR 550 SF EMPLOYEE LUNCH- ROOM FROM EXISTING SEWER LINE OUTSIDE OF THE BUILD ING TO THE CONNECTION POINT BELOW THE NEW SINK INSIDE THE NEW LUNCHROOM. ******************************************+***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Inspection Fee: 20.00 Acct No: 402/342.400 Hook UP Fee: .00 Acct No: 402/388.102 Special Assessment: .00 Acct No: 402/388.101 TOTAL FEE: 20.00 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature: %"��-_� Date : i',��1 Company: (..,..„4z wX_ _ 7'1SL .Lczt Title. •4� =` , - L L' - / lti=' ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** APPROVED FOR ISSUANCE BY: JJS Issued By: `'LJiL. J . (]--M Authorized Permit Center Signature Date ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. Final Inspection Approved: Inspector Signature Date , aCi Gr..k2 w4Y..<rcdY 4kWAN 1N., ,,, ,N.awn.romu,Axr.,,..tr_,euroo rr ..ftwm....rsn.Y.,10,,,I, CStr Address: 600 MINILER BL St: LAND Suite: Tenant: CITY SHOPS Type: PW -SSS Parcel #: 252304 -9070 4.), fn. w.,"'r VW r L^a 2ar . 74 { i"w ?!nmtvr,1'A`.'vrkg5",K,"^.Y. }i CITY OF TUKWILA Permit No: PW96 -0224 Status: I,SUED Applied: .07/31/1996 Issued: 09/18/1996 * k** *14.4 k ** k k* k•k*•k 4 k k k•k k:k•k k•k•k•k k k•k.k k k k *•k+l k•k k•k k k k 41X•4 k k•k k k Permit Condition;: 1. Temporary erosion control measure, shall be implemented as the first order of business ..to p e.v.ent sedimentation off - site or into .ex.isting,s: tar, m;. dr .afia9efa'c-ilities. 2. PLUMBING PERMIT'S. SHALL :BE - OBTA.INED THRQUGi -'. THE SEATTLE- KING COUNTY DEPARTMEN :T: -,,OF''PUBLICHEALTH: PLUMBING :,WILL BE INSPEC- TED BY THAT AGENCY. .INCLUDING- ALL,.GA PIPING (296 = 4722) . City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: August 1, 1996 SUBJECT: CITY SHOPS EMPLOYEE LUNCHROOM 600 Minkler Blvd Plan Check No. B96 -0215 Activity Nos. PW96 -0224 Contact Person: Mr. Randy Berg Phone No. (206)433 -0179 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON August 1, 1996: JSS /jjs Attachments a/s cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) Ross A. Earnst, P. E., Director Permit Fee Sanitary Side Sewer: Size 2" $ 20.00 John W. Rants, Mayor Two copies of confirmed Utility Permit Application Form with plan are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 r Fire Department Review Control #B96 -0215 (511) Re: City Shops - 600 Minkler Blvd. Dear Sir: City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief July 31, 1996 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Maintain fire extinguisher coverage throughout. 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) • 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. 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. 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- 4.1.3.2.1) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 5754439 Page number 2 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief 4. 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) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. . The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Pam East • Tukwila, Washington 98188 • Phone (206) 57.54404 • Fax (206) 5754439 Page number 3 Yours truly, cc: TFD file ncd City of Tukwila Fire Department Thomas P. Keefe, Fire chief The Tukwila Fire Prevention Bureau /4-w\ John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 July 30, 1996 Dear Mr Berg: Sincerely, Kelcie J. Peterson Permit Coordinator File: B96 -0215 City of Tukwila Mr. Randy Berg City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 SUBJECT: Development Permit Application Number B96 -0215 City of Tukwila Shops 600 Minkler Boulevard - frigect -Otet,57,7 FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that .your permit application received at the City of Tukwila Permit Center on July 22, 1996, was reviewed at the July 26, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any corrections or when you plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 10/10 39dd DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A 09 ONI NOIS3G OIllVE STATE OF WASHINGTON F025.062 -000 (3.U2) EE -- mti .WTI .. r .........:: .w........r..... LL9£- £88 -90Z OO:1T 9661/81/60 illitsti4.4,0...mo nue 'o.r.i"I'ond tht the Plan Check anorry!aly. are I i and fi',-;;Ii0+,. 0 .. . 1 ,trt:,../0 fli I .,inlation tit PROJECT .30 (AL , i INCLUDING 0 SPECIFICATIONS FOR CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS ALTERATIONS TO THE MINKLER SHOPS TUKWILA, WASHINGTON CM OF IMO APPROVED po 1 4 1996 11,11 LI) BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 1996 PERMIT CENTER IVARY & ASSOCIATES ARCHITECTS PART 1 - GENERAL REQUIREMENTS INDEX OF SPECIFICATIONS Section Title Page Count 01005 Summary of Work 2 01060 Regulatory Requirements 2 01068 Definitions & Standards 2 01155 Reporting & Payments 2 01205 Procedures & Controls 1 01340 Submittals 1 01350 Bid Additives 1 01505 Temporary Facilities 2 01605 Products & Substitutions 2 01705 Project Closeout 2 PART 2 - SPECIFIC DIVISION REOUIREMENTS 02060 Demolition 1 05120 Misc. Metals 2 06100 Rough Carpentry 2 06185 Truss Joists 2 06200 Finish Carpentry 2 06300 Cabinets 1 07200 Insulation 1 07900 Sealants 2 08100 Steel Doors & Frames 2 08210 Wood Doors & Frames 2 08520 Aluminum Windows 2 08700 Finish Hardware 3 08805 Glass & Glazing 3 09250 Gypsum Drywall 2 09650 Resilient Flooring 1 09900 Painting 3 15010 Gen. Mechanical Requirement 2 15350 Domestic Water System 2 15400 Soil, Waste & Drainage 2 15600 Fire Sprinkling 2 15800 Air Distribution System 1 15820 Air Handling Equipment 6 16010 General Electrical Requirements 1 16050 Basic Materials & Methods 1 PART 3 - DRAWINGS Drawing No. Title 1. Site Plan, Floor Plan, Exterior Elev 2. Wall Sections & Details 3. Interior Elevation & Details 4. Power Plan, Lighting/Reflected Ceiling Plan. SECTION 01005 SUMMARY OF WORK IDENTIFICATION The nature of this project is the construction of 525 sq. ft. Lunch Room with mezzanine above, in an existing storage bay at the City Of Tukwila Minkler Shops Building, Tukwila, Washington CONTRACT DOCUMENTS Requirements of the work are contained in the contract documents, which include these specifications, and the contract drawings titled: "Improvements and Alterations to the Minkler Shops Building, City of Tukwila, Tukwila, Washington. VERBAL SUMMARY Without force and effect on requirements of contract documents, the (incomplete) description of the work of the Contract can be summarized as follows: 1. Construction of an exterior wood framed wall at the existing overhead door opening, construction of new interior walls to enclose the Lunch Room, and installation of a mezzanine floor with stairway above the new Lunch Room space. 2. Installation of new gypsum wall board finishes at the walls and ceiling of lunch Room, and the installation of new cabinets. 3. Extension of the existing fire sprinkler system to the ceiling of the Lunch Room, installation of a new sink connected to existing sewer, the installation of an in -wall heating and ventilating unit, and the installation of new lighting and power to the lunch room connected to the existing electrical panels. CUTTING AND PATCHING Structural Work: Do not cut - and -patch structural work in a manner resulting in a reduction of load- carrying capacity or load /deflection ratio. Submit proposal and request and obtain Architect's approval before proceeding with cut -and -patch of structural work. Visual /Quality Limitations: Do not cut - and -patch work exposed to view in a manner resulting in noticeable reduction of visual qualities and similar qualities, as judged by the Architect. Utilities: All existing utilities not shown or scheduled to be removed shall be maintained. The Contractor shall re -route these existing utilities as required to clear new improvements and to maintain service. END OF SECTION SECTION 01005 SUMMARY OF WORK WORK BY OWNER The Contractor shall obtain and pay for all required permits, including those required for HVAC, Electrical, Mechanical, and water service at no cost to the Owner, except for Building Permit. The Owner will obtain and pay for the Building Permit. BID ADDITIVES See Section 01350 for items of work that are identified as work in addition to the work that comprises the Basic Bid. SECTION 01060 r REGULATORY REOUIREMENTS GENERAL: Throughout the Contract Documents, reference is made to codes and standards which establish qualities and types of workmanship and materials, and which establish methods for reporting on the pertinent characteristics. Where materials or workmanship are required by these Contract Documents to meet or exceed the specifically named code or standard, it is the Contractor's responsibility to provide materials and workmanship which meet or exceed the specifically named code or standard. When required by the Contract Documents, deliver to the Contracting Agency required proof that the materials or workmanship or both meet or exceed the requirements of the specifically named code or standard. Such proof shall be copies of a certified report of tests conducted by a testing agency approved for that purpose. Related Requirements in Other Parts of the Specifications include the General and Supplementary Conditions. QUALITY ASSURANCE Familiarity with Pertinent Codes and Standards: In procuring all items used in this work, it is the Contractor's responsibility to verify the detailed requirements of the specifically named codes and standards and to verify that the items procured for use in this work meet or exceed the specified requirements. Rejection of Non- Complying Items: The Architect reserves the right to reject items incorporated into the Work which fail to meet the specified minimum requirements. The Architect further reserves the right, and without prejudice to other recourse the Architect may take, to accept non - complying items subject to an adjustment in the Contract Amount as approved by the Architect. APPLICABLE CODES AND STANDARDS All pertinent laws, ordinances, rules, regulations and codes governing construction at the work site. Specific references made in the product technical specifications. ) SECTION 01060 REGULATORY REQUIREMENTS Construction which is not governed by governmental regulations or the Contract Specifications will be governed by the more stringent provisions of the latest published edition or statute adopted edition, at the time of Contract signing, following applicable codes and standards: Uniform Building Code National Electrical Code END OF SECTION SECTION 01068 DEFINITIONS & STANDARDS DEFINITIONS GENERAL Except as specifically defined otherwise, the following definitions, supplement definitions of the Contract, General Conditions, Supplementary Conditions and other general contract documents, apply generally to the work. General Requirements Provisions of Division 1 sections of these specifications. Indicated Shown on drawings by notes, graphics or schedules, or written into other portions of contract documents. Terms such as "shown ", "noted ", "scheduled" and "specified" have same meaning as "indicated ", and are used to assist the reader in locating particular information. Directed, Requested, Approved, Accepted, etc. These terms imply Architect, unless otherwise indicated. Approved by In no case releases Contractor from responsibility to fulfill requirements of contract documents. Project Site Space available to Contractor at location of project, either exclusively or to be shared with separate contractors, for performance of the work. Furnish Supply and deliver to project site, ready for unloading, unpacking, assembly, installation, and similar subsequent requirements. Provide Furnish and install, complete and ready for intended use herein. Installer Entity (firm or person) engaged to install work, by Contractor, subcontractor or sub - subcontractor. Installers are required to be skilled in work they are engaged to install. Install Operations at project site, including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing,curing, protecting, cleaning, and similar requirements. i SECTION 01068 DEFINITIONS & STANDARDS Overlapping /Conflictinq Requirements Most stringent (generally most costly) applies and will be enforced, unless more detailed language written directly into contract documents clearly indicates that a less stringent requirement is acceptable. Refer uncertainties to Architect for decision before proceeding. If a product or the installation of that product is depicted differently on separate details on the Drawings, the most stringent(generally most costly) applies and will be enforced at no additional cost to the Owner. If there is a conflict in the description of a product or the method of installation between the Drawing and the Specifications, the most stringent (generally most costly) applies and will be enforced at no additional cost to the Owner. Minimum Requirements Indicated requirements are for a specific minimum acceptable level of quality /quantity, as recognized in the industry. Actual work must comply (within specified tolerance), or may exceed minimums within reasonable limits. Refer uncertainties to Architect before proceeding. Abbreviations, Plural Words Abbreviations, where not defined in contract documents, will be interpreted to mean the normal construction industry terminology, determined by recognized grammatical rules, by the Architect. Plural words will be interpreted as singular and singular words will be interpreted as plural where applicable for context of contract documents. STANDARDS & REGULATIONS Industry Standards Applicable standards of construction industry have same force and effect on performance of the work as if copied directly into contract documents or bound and published therewith. Standards referenced in contract documents or in governing regulations have precedence over non - referenced standards, insofar as different standards may contain overlapping or conflicting requirements. Trade Union Jurisdictions Maintain current information on jurisdictional matters, regulations, actions and pending actions; and administer/ supervise performance of work in a manner which will minimize possibility of disputes, conflicts, delays, claims or losses. END OF SECTION PROGRESS SCHEDULE & REPORTS MEETINGS & REPORTING SECTION 01155 REPORTING & PAYMENTS General Within 7 days of date established for "Notice to Proceed ", submit a progress schedule indicating a path for each significant category or unit of work to be performed at the site. Arrange schedule to indicate required sequencing of units, and to show time allowances for submittals inspections and similar time margins. Project Meetings Attend general progress and coordination meetings with Owner and Architect at mutually agreed upon times throughout the course of construction. Schedule of Values Prepare a schedule of values to show breakdown of Contract Sum corresponding with payment request breakdown and progress schedule line items. Show dollar value and per cent of total for each unit of work schedules. Submit not less than 7 days prior to first payment request, and revise each time schedule is affected by charge order or other value revision (by Contractor). PAYMENT REQUESTS Prior to initial payment request, submit: Schedule of values. Progress schedule and first progress report. Evidence of insurance coverages. Following issuance by Owner's Representative of Certificate of Substantial Completion, Contractor may submit special payment request, provided the following have been completed: Submit record documents. Submit listing of work to be completed before final acceptance. Following completion of the following requirements, final payment request may be submitted: At this time, submit warranties and similar documents along with record documents. i SECTION 01155 REPORTING & PAYMENTS Complete work listed as incomplete at time of substantial completion or otherwise assure Owner of subsequent completion of individual incomplete items. Submit proof of payment on fees, taxes and similar obligations. Transfer operational, access, security and similar provisions to Owner; and remove temporary facilities, tools and similar items. Completion of requirements specified in "Project Closeout" section. Obtain consent of surety for final payment. END OF SECTION i ADMINISTRATION & SUPERVISION SECTION 01205 PROCEDURES & CONTROLS Coordination Coordinate various elements of the work and entities engaged to perform work; and coordinate the work with existing facilities /conditions, and with work by separate contractors and by Owner. Installer Inspections Require Installer of each major unit of work to inspect substrate and conditions for installation, and to report unsatisfactory conditions. Correct unsatisfactory conditions before proceeding. Inspect each product immediately before installation, and do not install damaged or defective products, materials or equipment. PREPARATION FOR INSTALLATION Pre - Installation Conference Prior to starting this project, hold a pre - installation conference, attended by each entity involved or affected by planned installation. Review on site with the Owner's Representative the general approach to work prior to proceeding. Comply with manufacturer's instructions & recommendations to Extent printed information is more detailed or stringent than requirements contained directly in contract documents. Timing Install work during time and under conditions which will ensure best possible results, coordinated with required inspection. Anchor work Anchor work securely in place, properly located by measured line and level, organized for best possible uniformity, visual effect, operational efficiency, durability, and similar benefit to Owner's use. Isolate non - compatible materials from contact, sufficiently to prevent deterioration. Cleaning and Protection, General Clean each element of work at time of installation. Provide sufficient maintenance and protection during construction to ensure freedom from damage and deterioration at time of substantial completion. Protect existing building structures, and surrounding improvements from damage during all phases of work. Any damage will be corrected by Contractor at no expense to Owner. END OF SECTION SECTION 01340 SUBMITTALS PROCEDURAL REQUIREMENTS General Coordinate submittals with progress schedule and actual progress of work; allow 1 week for Architects /Owner's initial processing of submittals requiring review and return. Provide copies required by governing authorities, which are in addition to copies specified for submittal to Architect. Copies of Shop Drawings Submit 4 prints; 1 will be retained and remainder will be returned; maintain one as mark -up copy for record drawings. Copies of Product Data Mark each copy to indicate actual product to be provided; show selections from among options in manufacturer's printed product data. Except as otherwise indicated, submittal is for information and record. Submit 5 copies; 3 copies will be returned. Do not proceed with installation of manufactured products until a copy of related product data is in Installer's possession at project site. Sets of Samples Submit 2 sets; one set will be returned. Provide 2 or more samples in each set where variations in color, pattern or texture are observable. Maintain returned set at project site, for purposes of quality control comparisons. Copies of Miscellaneous Submittals - Except as otherwise indicated, provide copies as follows: Specified Product Warranties 2 executed copies, plus conformed copies as required in maintenance manuals. ARCHITECT'S ACTION General: Refer to General Conditions for indication and definition of action by Architect upon receipt and processing of submittals from Contractor. Submittals will be returned without action where received indirectly (not through Contractor). END OF SECTION r PART 1 - GENERAL 1.1 The Contractor shall state the sum to be added to the Base Bid for each item of work listed below. Prices shall include all adjustments in work of all trades as may be necessary because of such addition of work. Note: all bid additive items shall include all labor and materials to complete the specified item of work. 1.2 BID ADDITIVE ITEMS: 1. Install Resilient flooring at the Lunch Room - see Section 09650. 2. Add four foot length of base and upper cabinet at Lunch Room - see Section 06300 and Drawings. 3. Add one 6 ft. x 4 ft. aluminum window in the existing concrete wall at the west end of the Lunch Room - see Section 08520 and Drawings. PART 2 - PRODUCTS 2.1 See drawings and specifications for material affected by Additive bid items. PART 3 - EXECUTION END OF SECTION SECTION 01350 BID ADDITIVES 3.1 Install all bid items in accordance with drawings and with manufacturer's instructions. Coordinate installation of work that is part of the Base Bid so that entire assembly is complete. SECTION 01505 TEMPORARY FACILITIES GENERAL DEFINITIONS Refer to General Conditions For the basic commitments to provide temporary facilities. This section specifies certain minimum temporary facilities to be provided, regardless of methods and means selected for performance of the work, but not by way of limitation and not assured for compliance with governing regulations. Use of alternate temporary facilities is Contractor's option, subject to Architect's acceptance. Temporary facilities is defined to exclude tools and construction machines, testing, demolition, alterations, soil borings, mock -ups and similar items. Costs Except as otherwise indicated, costs associated with temporary facilities are Contractor's (in Contract Sum), including power /fuel /water usage until time of substantial completion for each major area of project. Temporary facilities remain property of Contractor. TEMPORARY UTILITY SERVICES Water Water is available at site for Contractor's use. Owner will pay water use charges. Power Contractor will install temporary electrical service to the project connected to existing electrical panels as required . As soon as possible the contractor shall remove temporary service Rate charges for electrical usage will be paid for by the Owner. TEMPORARY CONSTRUCTION FACILITIES Dewaterinq Maintain site and construction work free of water accumulation. Do not endanger the work or adjacent properties. Maintain protection against flooding. TEMPORARY SUPPORT FACILITIES General: Provide facilities and services as may be needed to properly support primary construction process and meet governing regulations. Do not use permanent facilities except as otherwise indicated, and except after time of substantial completion. Toilets Supply temporary toilet facilities as required for construction crews and pay rental charges. Contractor shall provide portable toilets for use of the construction crew, if required, for the duration of the project, including setup and maintenance at no additional cost to the Owner. SECURITY & PROTECTION END OF SECTION SECTION 01505 TEMPORARY FACILITIES General Provide facilities and services as necessary to effectively protect project from losses and persons from injury during the course of construction. Fire Protection Provide Type ABC extinguishers as required by authorities in construction areas. Barricades Provide barricades at hazardous locations, complete with signs, general lighting, warning lights and similar devices where appropriate or required by regulations. Install and maintain dust barriers as required to isolate construction dust and debris from adjacent building area, service yard, and roadways. PROCEDURAL REQUIREMENTS SECTION 01605 PRODUCTS & SUBSTITUTIONS General Limitations Where possible, provide entire required quantity of each generic product, material or equipment from single source; and, where not possible to do so, match separate procurements as closely as possible. To extent selection process is under Contractor's control, provide compatible products, material and equipment. Where available and complying with requirements, provide standard products which have been used previously and successfully in similar applications, and which are recommended by manufacturers for applications indicated. PRODUCT SELECTION LIMITATIONS Product Selections Comply with the following for selection of product, materials and equipment: Single Product Named: Provide only that product, unless determined to be unavailable, non - compatible with the work, or non - complying with requirements or governing regulations per acceptance of said status by Architect. "Or Equal" Clause: Provide named product which complies with requirements, or comply with requirements for gaining approval on "substitution" to select and use an unnamed product. Compliance with Standards Selection of product which complies with requirements, including applicable standards, is Contractor's option where no product names are indicated. SUBSTITUTIONS Conditions During Bid Period: It is the Contractor's responsibility to determine that any product, that he /she proposes to utilize in place of the product specified, meets all of the quality standards of the product specified. Products proposed for substitution by the Contractor will not be pre- approved during the bid period. During the Construction Period: Request by Contractor will be considered when reasonable, timely, fully documented and qualifying under the following circumstance - Required products cannot be supplied in time for compliance with Contract Time requirements and /or Contractor can verify to Architects satisfaction that the proposed product substitution is equal to product specified. WARRANTIES (GUARANTEES) END OF SECTION SECTION 01605 PRODUCTS & SUBSTITUTIONS Categories of Warranties Required for the work include: 1) Special projects warranty issued by Contractor and, where required, countersigned by Installer or other recognized entity involved in performance of the work; 2) Specified product warranty issued by a manufacturer or fabricator, for compliance with requirements in contract documents; and 3) Coincidental product warranty available on a product incorporated into the work, by virtue of manufacturer's publication of warranty without regard for application requirements (non - specified warranty). Owner's Recourse Warranties and warranty periods do not diminish implied warranties, and do not deprive Owner of actions, rights and remedies otherwise available for Contractor's failure to fulfill requirements of the contract documents. GENERAL DEFINITIONS PROCEDURES AT SUBSTANTIAL COMPLETION PROCEDURES AT FINAL ACCEPTANCE SECTION 01705 PROJECT CLOSEOUT The provisions of this section apply primarily to closeout of actual physical work, not to administrative matters such as final payment and changeover of insurances. Closeout requirements relate to both final completion and substantial completion of work, and apply to individual portions of completed work as well as the total work. Specific requirements in other sections have precedence over general requirements of this section. Prerequisites Comply with General Conditions and complete the following before requesting Architect's inspection of the work, or designated portion thereof, for substantial completion: SUBMIT executed warranties, workmanship bonds, maintenance agreements, inspection certificates and similar required documentation for specific units of work, enabling Owner's unrestricted occupancy and use. SUBMIT record documentation and warranties. COMPLETE final cleaning, and remove temporary facilities and tools. REPAIR any damage to existing building or grounds. Inspection Procedures Upon receipt of Contractor's request, Architect will either proceed with inspection or advise Contractor of . prerequisites not fulfilled. Following initial inspection, Architect will either prepare certificate of substantial completion, or advise Contractor of work which must be performed prior to issuance of certificate; and repeat inspection when requested and assured that work has been substantially completed. Results of completed inspection will form initial "punch -list" for final acceptance. Reinspection Procedure Upon receipt of Contractor's notice that work has been completed, including punch -list items resulting from earlier inspections, and excepting incomplete items delayed because of acceptable circumstances, Architect will reinspect work. Upon completion of reinspection, Architect will either recommend final acceptance and final payment, or advise Contractor of work not completed or obligations not fulfilled as required for final acceptance. If necessary, procedure will be repeated. END OF SECTION SECTION 01705 PROJECT CLOSEOUT Final Cleaning At closeout time, clean or reclean entire work to normal level for "first class" maintenance /cleaning of building projects of a similar nature. Remove non - permanent protection and labels, clean exposed finishes, touch -up minor finish damage, and perform similar cleanup operations needed to produce a "clean" condition as judged by Architect. PART 1 GENERAL SECTION 02060 BUILDING DEMOLITION 1.1 SCOPE OF WORK The scope of work described by this section includes all material labor and equipment required to dismantle and remove from site all existing building and site elements not scheduled to remain, or scheduled to be demolished by Owner. 1.2 EXTENT OF DEMOLITION WORK BY OWNER The Owner will remove the existing overhead door, frame and track assembly. The Owner will excavate and remove existing concrete, asphalt paving and soil required to install new sewer drain extension from new sink waste connection to existing sewer line. 1.3 EXTENT OF DEMOLITION WORK BY CONTRACTOR The Contractor shall accomplish all demolition work, not scheduled for demolition by Owner, as required to install the new Lunch Room and mezzanine as shown on the Drawings. PART 2 PRODUCTS N/A PART 3 EXECUTION 3.1 TRAFFIC Conduct demolition operations and removal of debris to ensure minimum interference with Owners use of the Service Yard and other areas of the Minkler Shops Building.. 3.2 CUTTING AND PATCHING .01 All existing surfaces that are affected by demolition work shall be patched as required to match adjacent existing surfaces that are not affected by demolition work. SECTION 02060 BUILDING DEMOLITION .02 Repair all damaged surfaces caused by removal or modifications to existing utilities, or installation of new site utilities. 3.3 CLEANING Clean all remaining existing exposed surfaces that are affected by demolition and construction work. 3.4 UTILITY SERVICES Maintain existing utilities and protect against damage during demolition operations. 3.5 POLLUTION CONTROLS Use temporary enclosures, and other suitable methods to limit dust and dirt from dispersing from site. Comply with governing regulations pertaining to environmental controls. 3.6 DISPOSAL Remove from site all debris, rubbish, and other materials resulting in demolition operations. Burning will not be permitted on site. END OF SECTION PART 1 - GENERAL PART 3 - EXECUTION SECTION 05120 MISCELLANEOUS METALS 1.3 RELATED WORK - SECTION 09900 PAINTING PART 2 - PRODUCTS 2.1 STEEL PLATES, SHAPES, BARS ASTM A 36. 2.3 SHOP PAINT FS TT -P -86, Type II; or, SSPC -Paint 14. 1.1 CODES AND STANDARDS AISC "Code of Standard Practice for Steel Buildings and Bridges "; AISC "Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings" including "Commentary "; AWS "Structural Welding Code "; comply with applicable provisions except as otherwise indicated. 1.2 SCOPE OF WORK The scope of work described by this Section includes all the labor and material required for the installation of miscellaneous fabricated steel fasteners. 2.2 FASTENERS High - strength bolts and nuts, ASTM A 325 or A 490; unfinished bolts and nuts, ASTM A 307, Grade A. 2.4 GALVANIZING All steel connectors and framing located at building exterior shall be hot - dipped galvanized. 2.5 NON - SHRINK GROUT Ferrolith G as manufactured by Sonneborn or approved equal. 3.1 FABRICATION Comply with AISC "Specifications" and final shop drawings. Mark and match -mark units for field assembly. 3.2 CONNECTIONS As shown on final shop drawings. Use high- strength bolts for field connections, except as otherwise indicated. Comply with AWS Code for procedures, appearance, and quality of welds. SECTION 05120 MISCELLANEOUS METALS END OF SECTION p,Y$.Y�2tL$?3�FitM1'A M".+ 7C. h4C.1`^tla'W4:Sli.'�'tLM/MSWI@C> 3.3 PROVISIONS FOR OTHER WORK Fabricate structural steel members to provide holes for securing other work and for passage of other work through steel framing as indicated. 3.4 SHOP PAINTING Paint structural steel work, except members or portions of members embedded in concrete or mortar, and contact areas to be welded or riveted. Clean steel free of loose mill scale, rust, oil and grease. Apply prime paint to provide a minimum dry film thickness of 2.0 mils. 3.5 ERECTION Comply with AISC Code and Specifications, and maintain work in safe and stable condition during erection. Provide temporary bracing and shoring as required; remove when final connections placed. 3.6 TOUCH -UP PRIME Touch -up prime paint after erection. Clean field welds, bolted connections and abraded areas, and apply same type paint as used in shop. 3.7 GALVANIZE Galvanize all steel connector plates, pipes & tubing located at building exterior shall be hot - dipped galvanized prior to erection. PART 1 - GENERAL SECTION 06100 ROUGH CARPENTRY 1.1 SCOPE The scope of work described by this section includes all labor and material to install wood framing, sheathing, decking and related work as shown on the Drawings PART 2 - PRODUCTS 2.1 LUMBER .01 Provide lumber, S4S, S -Dry unless otherwise indicated, grade marked, complying with PS 20 and the following requirements: .02 Light- Framing (2 " -4" thick, 2 " -12" wide): Grade and species indicated: Hem -fir #2 .03 Studs (2 " -4" thick, 2 " -10" wide. "Construction Grade Light Framing grade, any species graded under WWPA, WCLIB, SPIB or NLGA rules. .04 Concealed Boards: Standard grade, any species graded under WWPA rules or No. 3 grade Southern Pine graded under SPIB rules. .05 Lumber for Miscellaneous Uses: Unless otherwise indicated, provide Standard grade lumber for support of other work including bucks, nailer, blocking, furring, grounds, stripping and similar members. .06 Fasteners and Anchorages: Of size, type, material and finish suited to application shown and complying with applicable standards including FS FF -N -105 and FF -W -92 and ANSI B18.6.1. Provide metal hangers and framing anchors of size and type recommended for intended use by manufacturer. Hot -dip galvanize fasteners and anchorages for work exposed to weather, in ground contact and high relative humidity to comply with ASTM A 153. .07 Preservative pressure treat lumber and plywood with water -borne preservatives to comply with AWPA C2 and C9, respectively, and with requirements indicated below: Treat sills, blocking and furring, and similar items in direct contact with masonry or concrete. 2.2 PLYWOOD PART 3 - EXECUTION END OF SECTION SECTION 06100 ROUGH CARPENTRY .01 Provide APA graded panels complying with PS 1 /ANSI A199 -1 for type of applications indicated - 1/2" cdx for wall, 5/8" MDO plywood at Shop side wall. Floor sheathing to be 1 -1/8" T &G plywood W /A /C. 3.1 INSTALLATION Install rough carpentry work to comply with "Manual of House Framing" by National Forest Products Assoc. (N.F.P.A.) and with recommendations of American Plywood Association (APA), unless otherwise indicated. Set carpentry work to required levels and lines, with members plumb and true and cut to fit. 3.2 ATTACHMENT Securely attach carpentry work to substrates and supporting members using fasteners of size that will not penetrate members where opposite side will be exposed to view or receive finish materials. Install fasteners without splitting wood; fasten panel products to allow for expansion at joints unless otherwise indicated. 3.3 FRAMING Provide wood framing members of size and spacing indicated; do not splice structural members between supports. Firestop, as required by Code, all concealed spaces with wood blocking not less than 2" thick, if not blocked by other framing members. 3.4 FASTENING Secure framing, plates and blocking to adjacent material with galvanized Fasteners as shown on drawings and required by governing codes. PART 1 - GENERAL SECTION 06185 TRUSS JOISTS 1.1 SCOPE The scope of work described by this Section includes all labor and material required for the complete installation of the plywood truss floor joists at the new mezzanine floor. The floor trusses will be installed by the same contractor or subcontractor responsible for wall framing. 1.2 STANDARDS Comply with standards set forth in CABO Report No. NER- 200 and N.F.P.A. "National Design Specification for Wood Construction ". 1.3 SUBMITTALS In addition to product data for plywood joist components submit the following: . 01 Fabricators specifications and installation instructions. . 02 Certification, signed by officer of fabricating firm, indicating trusses comply with project requirements. . 03 Shop Drawings showing member, spacing and spans shall be submitted to the Architect and to the City of Tukwila for review and approval. 1.4 HANDLE AND STORE TRUSSES Handle and store trusses with care and to comply with Manufacturer's recommendations to avoid damage from bending, overturning or other cause. PART 2 - PRODUCTS 2.1 LUMBER Provide lumber S4S, S -Dry unless otherwise indicated grade marked, complying with PS 20 and requirements indicated. Flange members, web members 2.2 STRESS RATING Provide lumber which has been graded or tested and certified to comply with stress ratings indicated. Fb = 1400 psi. Ft = 825 psi. Fc = 1050 psi. E = 1,500,000 psi. 2.3 LOADS Live load - 125 lbs /sq. ft. Dead load - 15 lbs /sq. ft. SECTION 06185 TRUSS JOISTS 2.4 FASTENERS AND ANCHORAGES Of size, type, material and finish suited to application shown and complying with applicable standards including FS FF -N -105 and FF -W -92, and ANSI B18.6.1. PART 3 - EXECUTION 3.1 FABRICATION Fabricate and assemble trusses to comply with TPI Quality Control Manual to provide units of configuration indicated, with closely fitted joints and connector plates securely fastened to wood members. 3.2 INSTALLATION Install trusses to comply with TPI Quality Control Manual and other indicated requirements. END OF SECTION PART 1 - GENERAL SECTION 06200 FINISH CARPENTRY 1.1 SCOPE OF WORK The scope of work described by this Section includes all labor and material necessary for the complete installation of doors, frames, wood casing, and interior and exterior wood trim, railings and cabinet counter tops as shown on the Drawings. 1.2 SUBMITTALS .01 Samples: Wood for painted or stained finish, 12" x 6 ", finish applied to upper half of each piece. PART 2 - PRODUCTS 2.1 SOFTWOOD LUMBER Comply with PS 20 and applicable grading rules of respective grading and inspecting agency for species and product indicated. Manufacture to sizes and patterns using kiln dried lumber. Fir trim scheduled to be painted to be paint- grade, glued -up or solid at contractor's discretion. 2.2 INTERIOR TRIM, DOOR & WINDOW TRIM AND WOOD BASE Paint grade "C" fir, or hemlock - paint. 2.3 EXTERIOR WOOD TRIM Clear cedar in sizes shown. 2.4 PLYWOOD COUNTER TOPS 3/4" cross banded a/c plywood 2.5 PLASTIC LAMINATE General Purpose Grade 10, nominal thickness .050" meeting NEMA Standards fire rated, Grade FR50. Provide the plastic laminate from "Wilsonart ", "Formica ", "Nevamar ", or approved manufacturer. Color will be selected from manufacturer's standard colors. 2.6 FASTENERS AND ANCHORAGES Provide nails, screws and other anchoring devices of type, size, material and finish suitable for intended use and required to provide secure attachment, concealed where possible. PART 3 - EXECUTION 3.1 INSTALLATION Install finish carpentry work plumb, level, true and straight with no distortions. Shim as required using SECTION 06200 FINISH CARPENTRY concealed shims. Scribe and cut finish carpentry items to fit adjoining work. Anchor finish carpentry work securely to supporting substrates, using concealed fasteners and blind nailing where possible. Use fine finishing nails for exposed nailing except as indicated, countersunk and fill flush with finished surface with commercial grade wood filler tinted to match wood stain. 3.2 STANDING AND RUNNING TRIM* Install with minimum number of joints possible, using full - length pieces from maximum length of lumber available. Cope at returns, miter at corners to produce tight fitting joints. Use scarf joints for end -to -end joints. 3.3 FINISHING All joints, corners and filled nail holes shall be sanded smooth after installation and finished to match adjacent surface. 3.4 COUNTER TOPS Install Plywood counter top securely to cabinet base with screw fasteners as recommended by cabinet manufacturer. Install plastic laminate finish over plywood top and splash with adhesive in accordance with manufacturer's instructions. END OF SECTION PART 1 GENERAL 1.2 SUBMITTALS 1.3 RELATED WORK SPECIFIED ELSEWHERE Section 06200 Finish Carpentry PART 2 PRODUCTS 2.1 CABINET UNITS PART 3 EXECUTION END OF SECTION SECTION 06300 CABINETS 1.1 SCOPE The scope of work described by this section includes all labor and material required for the installation cabinets as shown on drawings. .01 Shop Drawings showing details, elevations and components for all cabinets. Shall be "Shoshone" CubLine style as manufactured Huggy Bear cabinets or approved equal - Local Representative - Melwood Co. 1817 130th Ave. N.E., Bellevue, WA.. Cabinet door faces shall be Plastic Laminate. Drawers shall be have laminate faced fronts. 2.1 HARDWARE Cabinet units shall be complete with required hardware. This shall include full European hinges, full extension drawer guides, adjustable shelf supports, and wire drawer and door pulls, color approval by Architect. 2.3 TRIM Supply and install closure trim as required for a complete installation. See Drawings for type and location of base material. Set cabinets on base framing as required to provide proper clearance for installation of baseboard material. 2.4 FINISH Plastic laminate selected from manufacturer's standard colors - approval by Architect. 3.1 DELIVERY Cabinets shall only be delivered to project site after Drywall work is complete and heat is available to the interior space. 3.2 INSTALLATION Cabinets shall be installed in accordance with manufacturer's instructions. All surfaces are to be cleaned and protected until project acceptance. All hardware shall be adjusted as required to assure smooth operation of doors and drawer units. PART 1 - GENERAL SECTION 07200 INSULATION 1.1 SCOPE OF WORK The scope of work described by this Section includes all the material and labor required to install the thermal wall and floor insulation as shown on the Drawings. 1.2 THERMAL Provide thicknesses of insulation as indicated or, where not indicated, provide combination of k -value and thickness as required to yield the "R" value indicated. 1.3 FIRE AND INSURANCE RATINGS Provide insulations complying with governing regulations for applications indicated. Provide flame spread rating of 25 or less at all exposed insulation. 1.4 SUBMITTALS Submit Manufacturer's literature on insulation material and installation. PART 2 - PRODUCTS 2.1 FIBER GLASS BATTS . 01 FACED UNITS: Install R -19 fiberglass paper faced insulation, as manufactured by Owens /Corning or approved equal, at exterior wall and interior walls as shown on the Drawings.. . 02 FLOOR INSULATION: Install R -30 fiberglass paper faced insulation, as manufactured by Owens /Corning or approved equal, at the mezzanine floor framing as shown on the Drawings. PART 3 - EXECUTION 3.1 FITTING Fit batts between studs with tight friction fit and staple facing flanges to studs as recommended by manufacturer. 3.2 VAPOR BARRIER TAPE Install vapor barrier tape over any tears in insulation facing in accordance with manufacturer's instructions. END OF SECTION PART 1 - GENERAL SECTION 07900 SEALANTS 1.1 SCOPE OF WORK The scope of work described by this Section includes all labor and material required for the complete installation of general sealant applications at building joints as indicated on the drawings. 1.2 COLORS Manufacturer's standard highest - performance color; except "black" where exposed to view, unless another color is indicated or selected by the Architect, use white where adjacent surfaces and joint is to be painted and at plumbing fixtures; use grey where joint comes in contact with unpainted concrete surfaces. 1.3 COMPATIBILITY Provide materials selected for compatibility with each other and with substrates in each joint system; confirm with manufacturer. 1.4 GENERAL CHARACTERISTICS Provide type, grade, class, hardness and similar characteristics of material as indicated or, where not indicated, to comply with manufacturer's recommendations relative to exposures, traffic, weather conditions and other factors of the joint system for best possible overall performance. Except as otherwise indicated, joint sealers are required to permanently maintain airtight and waterproof seals, without failures in joint movement accommodation, cohesion, adhesion (where applicable), migration, staining, and other performances as specified. 1.5 SUBMITTALS Submit manufacturer's product data and color selections. PART 2 - PRODUCTS 2.1 SEALANTS FOR GENERAL USE .01 Single- Component Polysulfide Sealant: ASTM C 920 Type S Class 25, or FS TT- S- 00230C Class A; nonsag, except self - leveling where joints are horizontal. .02 Nonporous -Bond Type Silicone Sealant: Acid type, 1 -part, nonsag; ASTM C 920 Type S Class 25, or FS TT- S- 001543A Class A; recommended by manufacturer for exterior nonporous joint surfaces. PART 3 - EXECUTION END OF SECTION SECTION 07900 SEALANTS 3.1 WEATHER CONDITIONS Install exterior elastomeric sealants when temperature is in lower third of temperature range recommended by manufacturer for installation. 3.2 CLEAN JOINT SURFACES Clean joint surfaces and prime or seal as recommended by sealant manufacturer. 3.3 SUPPORT Support sealants from back with construction as shown, or with joint filler or backer rod. 3.4 JOINT CONFIGURATION Install sealants to size and shape shown or, if not shown, with "hour- glass" section profile and as follows: .02 Elastomeric sealants, non - traffic joints Depth equal to 50% of normal joint width, but not more than 1/2" and not less than 1/4 ". PART 1 - GENERAL re SECTION 08100 STEEL DOORS AND FRAMES 1.1 SCOPE The scope of work described by this Section includes all labor and material required for the complete installation of the hollow metal door and frames as shown on the Drawings. 1.2 STANDARDS Comply with Steel Door Institute "Recommended Specifi- cations for Standard Steel Doors and Frames" (SDI -100), and as herein specified. 1.3 SUBMITTALS With manufacturer's standard details and specifications for steel frames, submit shop drawings showing application to project, as required. PART 2 - PRODUCTS 2.2 MANUFACTURER One of the following or approved equal. Amweld Bldg. Products Div. Ceco Corp. Fenestra Steelcraft Mfg. Co. 2.3 TYPE Doors shall be flush face; frames shall be series "S" as manufactured by Ceco or approved equal. 2.4 MATERIALS .01 Steel Doors & Frames: hot - rolled, pickled and oiled per ASTM A 569 and A 568; cold - rolled per ASTM A 366 and A 568. .02 Galvanized sheets, ASTM A 526 with ASTM A 525, G 60 zinc coating, mill phosphatized. 2.5 ANCHORS AND ACCESSORIES Manufacturer's standard units. Use galvanized items for units built into exterior walls, complying with ASTM A 153. 2.6 FABRICATION Fabricate units to be rigid, neat in appearance, and free from defects, warp or buckle. Weld exposed joints contin- uously, grind, dress, and make smooth, flush and invisible. 2.7 PREPARATION Prepare steel doors and frames to receive mortised and con- cealed finish hardware, including cutouts, reinforcing, drilling and tapping, complying with ANSI A 115 "Specifi- cations for Door and Frame Preparation for Hardware ". . 01 Reinforce units to receive surface - applied finish hardware to be field applied. . 02 Locate finish hardware as indicated or, if not indicated, per DHI "Recommended Locations for Builder's Hardware ". 2.8 SHOP PAINT Shop paint exposed surfaces of doors and frame units, using manufacturer's standard baked -on rust - inhibitive primer. Apply a bituminous coat at interior of exterior frames prior to installation. 2.9 DOORS Comply with SDI -100, of the types and styles indicated, for materials quality, 18 gauge face panels with welded seamless hollow metal construction. Weld top of door for weather protection. 2.10 FRAMES Comply with SDI -100, of the types and styles indicated, for materials quality, 18 gauge cold rolled steel with - welded frames at exterior doors. .01 Prepare frames to receive 2 silencers on strike jambs of single -swing frames. 2.11 GALVANIZING All exterior door and frame units shall be galvanized prior to shop priming. PART 3 - EXECUTION SECTION 08100 STEEL DOORS AND FRAMES 3.1 INSTALLATION Install hollow -metal units in accordance with manufacturer's instructions and final shop drawings. Fit doors to frames and floors with clearances specified in SDI -100. END OF SECTION PART 1 - GENERAL SECTION 08210 WOOD DOORS & FRAMES 1.1 STANDARDS Comply with requirements of ANSI /NWMA I.S. 1 and Section 1300 of AWI "Architectural Woodwork Quality Standards" except as otherwise indicated. 1.2 PRODUCT WARRANTY Product warranty on door manufacturer's standard form, signed by Manufacturer, Installer and Contractor, agreeing to repair or replace defective doors as defined by referenced standards. Warranty shall be in effect during following periods of time after date of substantial completion. Solid Core Flush Interior Doors: Five years. PART 2 - PRODUCTS 2.1 MANUFACTURERS One of the following, or approved equal: Sedor Co. Weyerhauser Company. Simpson Door Company. Minton Company. Hillsdale Sash & Door Co. 2.2 GENERAL WOOD DOOR REQUIREMENTS . 01 Face Panels: Manufacturer's standard 2- or 3 -ply face panels, birch veneer - paint grade. . 02 Exposed Surfaces: Same exposed surface material on both faces of each door. 2.3 FRAMES . 01 Doors shall be pre -hung in double rabbeted, Fir or Hemlock frames - paint grade, PART 3 - EXECUTION 3.1 SHOP FINISHING .01 Shop -seal doors with one coat of wood sealer specified in Division -9 "Painting" Section 09900. .02 Prefit and premachine wood doors at factory.Coordinate with builders hardware and door frame requirements. SECTION 08210 WOOD DOORS & FRAMES 3.2 JOB FIT DOORS Fit doors to frame with uniform clearances and bevels to dimensions indicated in referenced standards.Machine doors for hardware indicated. Seal cut surfaces after fitting and machining. 3.3 INSTALL DOORS Install doors to comply with manufacturer's instructions. END OF SECTION PART 1 - GENERAL PART 2 - PRODUCTS SECTION 08520 ALUMINUM WINDOWS 1.1 STANDARDS ANSI A 302.9 (sponsored by AAMA); comply with applicable requirements except as otherwise indicated. 1.2 SUBMITTALS Submit product data, including details of each typical section, showing glazing detail; and submit specific information on operating parts, hardware, weatherstripping, finish for aluminum, and preglazed construction. 2.1 MANUFACTURER Provide aluminum window units produced by one of the following or approved equal: Milgard Manufacturing, Inc. Kawneer Window Company Herzog Window Company Alpine Window Company 2.2 TYPES (OPERATION) Drawings indicate locations of operating sash, of following types of aluminum windows ( -AW): .01 Casement & Awning units - Thermal break - 920 by Milgard Manufacturing, Inc., or approved equal. 2.3 HARDWARE Provide manufacturer's standard hardware of type (operational function) indicted, for required type and classification of window units. 2.4 WEATHERSTRIPPING Provide manufacturer's standard stripping at each edge of each operable sash (vent). 2.5 PERFORMANCE REQUIREMENTS Fabricate units to comply with requirements and performances as indicated. .01 Design wind velocity at project is 90 mph. .02 Comply with "High Performance" requirements of ANSI /AAMA 101 -88 FMHCSS 3280.403. .03 Fabricate units with integral thermal barrier to provide a condensation resistance factor (CRF) of 45; AAMA 1502.6. 2.6 ALUMINUM FINISH Finish - Clear anodized.. 2.7 SCREENS Install manufacturer's standard aluminum insect screens at all operable sash. sSi' ab:+ xutxuvtu ,ww.•wnew,.ew..,..�.,.,.. PART 3 - EXECUTION END OF SECTION SECTION 08520 ALUMINUM WINDOWS 2.7 PREGLAZED CONSTRUCTION To greatest extent possible, glaze window units at shop prior to installation. Comply with requirements of "Glass and Glazing" section for type of glass and glazing materials. 3.1 INSTALLATION Anchor window units securely in place, with permanent separations to prevent electrolytic corrosion. Seal entire perimeter of each unit as shown; comply with applicable requirements of "Joint Sealer" section. Adjust and lubricate operating sash and hardware for proper operation. Clean aluminum surfaces promptly after installation; do not damage protective coating; repair minor damage of finish. Clean glass promptly after installation. 3.2 PROTECTION Protect window frame finish and glass surfaces from damage by other trades during course of construction. PART 1 - GENERAL SECTION 08700 FINISH HARDWARE 1.1 HARDWARE ASSEMBLY Provide materials and items as required for complete instal- lation of products, including fasteners, anchors and other necessary accessories. Comply also with DIVISION 1 requirements. 1.2 SUBMITTALS Submit complete finish hardware schedule along with manufacturer's product information for each item including installation procedures. PART 2 - PRODUCTS 2.1 MANUFACTURERS Manufacturer's name and numbers are for purpose of con- venience only. Equal items of other specified manufacturers may be furnished if approved by the Architect, provided they fulfill all requirements of items listed. 2.2 FASTENINGS Provide suitable fastenings, for heavy use conditions and long life, for all conditions, with finish to match hardware. Wood screws shall be full thread type. Provide machine screws and tampins for installation in concrete. Provide other fastenings as required with expansion shields, sex bolts, toggle bolts, rawl plugs, lead shields, or other approved anchors according to material to which hardware is applied and as recommended by hardware manufacturer. 2.3 KEYING AND PERMANENT CYLINDERS All locks to be masterkeyed to building master, keyed alike or keyed differently, as directed. Hardware supplier shall provide Contractor with sufficient quantity of construction cylinders for use during construction period. The Hardware supplier shall deliver the permanent cylinders with corresponding keys directly to the Owner. The permanent cylinders will be installed by the Contractor. All keys to be stamped "DO NOT DUPLICATE ". Should any keys be lost during construction, Contractor shall have cylinders of such locks recombinated without any charge to the Owner. All keys and cylinders to be hand - delivered or delivered by registered mail by the hardware supplier to the Owner. Supply 2 keys for each cylinder. SECTION 08700 FINISH HARDWARE 2.4 MANUFACTURERS AND REQUIREMENTS Butts: Hager, Lawrence, McKinney, Stanley acceptable. All exterior out - swinging butts to have non - rising pins, st. steel construction with ball bearing at door closures. Locksets, Latchsets, Dummy sets, Deadlocks: Manufacturer as listed in Hardware sets. Strikes to have extended curved lips. Closers: Norton, LCN, Sargent acceptable. Provide sex bolts for all closers. Cylinders: Best- No Substitution. Stops: Pemco, Glynn Johnson, Quality, Builders Brass, Ives acceptable. Flush Bolts: Quality, Ives, Builders Brass acceptable. Weatherstripping, Door Bottoms, Sound Seals: Pemco, Reese, Zero acceptable. 2.5 HARDWARE LOCATIONS Mount hardware on doors at the heights to match existing hardware. 2.6 HARDWARE SCHEDULE Dr. # 1 - Exterior to Lunchroom: 3'x7'xl -3/4" - LH 1) Lockset - Best, 93K- 7 -N -16L -626 1 -1/2) Pair Butts - Stanley, FBB 179- 4 -1/2" x 4 -1/2" -626 1) Closure - LCN, 4130 -626 1) Wall Stops - Ives, #436 -626 1) Threshold - Pemko, 271A 1) Weather Stripping - Pemko, 297AV at Jambs and Head 1) Door Bottom - Pemko, 412CV 1) kickplates - Builders Brass, 34" W x 12 "H- 1226 Dr #2 - Lunchroom to Electrical Room 3'x7'xl -3/4" - RH 1) Lockset - Best , 93K- 7 -D -16L -626 1 -1/2) Prs. butts - Stanley, 179- 4x4 -626 1) Wall stop - Ives, #436 -626 1) Kickplate - Builder's Brass,34 "W x 12 "H - 1226 3) Silencers - Ives #34, Dr #3 - Shop to Lunchroom 3'x7'xl -3/4" - LH 1) Lockset - Best, 93K- 7 -R -16L -626 1 -1/2) Prs. butts - Stanley- FBB179 4x4 -626 1) Wall stop - Ives, #436 -626 1) Closure - LCN 4130 -626 1) Kickplate - Builder's Brass, 34 "W x 12" H - 1226 END OF SECTION 1) Threshold - Pemko 270A 1) Door Bottom - Pemko 412CV 1) Weatherstrip - Pemko, 297AV at head and jambs SECTION 08700 FINISH HARDWARE PART 3 - EXECUTION 3.1 INSTALLATION Install in accordance with manufacturer's instructions. Adjust hardware for smooth operation. Protect hardware finish until final acceptance. All existing hardware that is to remain or be reused shall be cleaned. PART 1 - GENERAL PART 2 - PRODUCTS SECTION 08805 GLASS AND GLAZING 1.1 STANDARDS Provisions of this section are specified for general com- pliance with the following standards, which are applicable except as otherwise indicated: .01 Prime Nonprocessed Glass: FS DD -G -451. .02 ANSI Safety Glazing: ANSI Z97.1. 2.1 FLOAT /PLATE GLASS Quality q4; clear ; thickness indicated, 3/16" if not otherwise indicated. 2.2 TEMPERED GLASS Clear float glass, heat treated to 4.0 x annealed strength; 3/16" thick except as otherwise indicated. 2.3 INSULATING GLASS Exterior sheet of 3/16" heat - strengthened clear float glass; 1/2" Class A double sealant -type hermetic seal, complying with proposed ASTM E6 -P3 tests P1 and P2, and certified by IGCC and warranted by manufacturer for 5 years; interior sheet of 3/16" heat - strengthened clear float glass; U -value of 0.47 max. Provide tempered glass for exterior and interior sheets where scheduled on drawings. 2.4 SEALANT -TYPE GLAZING MATERIALS General: Except as otherwise indicated, comply with manu- facturer's recommendations for selection of hardnesses and other product variations to meet compatibility requirements and project /installation circumstances. Black finish. 2.5 1 -PART POLYSULFIDE SEALANT FS TT -S- 00230, Class A, Type II. 2.6 BUTYL RUBBER GLAZING TAPE Partly - vulcanized self- adhesive, non - staining, 98% solids, elastomeric performance for 35% compression; passing 3000 - hr. Atlas Weatherometer test; plain or pre- shimmed, as required for installation. 2.7 BUTYL RUBBER SEALANT FS TT -S- 001657, Type I, solvent- based, 75% solids, 24- hr. tack -free, paintable, nonstaining. 2.80 FILLER ROD Flexible, resilient, closed -cell or jacketed foam, com- patible with sealants required, 5 - 10 psi compression for 25% deflection. 2.91 JOINT CLEANERS, PRIMERS, SEALERS Type recommended by manufacturer of sealants /gaskets for use on indicated glazing channel surfaces. PART 3 - EXECUTION 3.1 GENERAL Except as otherwise indicted, comply with glass manufac- turer's instructions, glazing materials manufacturer's instructions, and "Glazing Manual" by FGMA and other tech- nical publications of recognized authorities in the indus- try. Install each piece to achieve watertight and airtight performance, and to minimize breakage. 3.2 INSULATING GLASS Comply with SIGMA recommendations. SECTION 08805 GLASS AND GLAZING 3.3 INSPECT GLASS EDGES Inspect glass edges at time of setting, and discard pieces with significant edge damage. 3.4 SETTING BLOCKS Locate setting blocks, 2 per light, at 25% of glass width,measured from corners. Set in thin bed of sealant if heel or toe bead is required. 3.5 SPACERS Install spacers inside and out, all around, where liquid or plastic /mastic compounds are used, except on glass sizes smaller than 50 united inches. 3.6 GLAZING Provide glazing sealants, compounds, tapes and gaskets as indicated, making specific product selections in compliance with manufacturer's recommendations. Coordinate materials for compatibility, and do not use solvent - release materials for glazing laminated glass, sealant -edged insulating glass, or glazing plastics. 3.7 GLAZING CHANNEL INSTALLATION Do not leave voids in the glazing channel except as specifically indicated or recommended by glass manufacturer. 3.8 SEALANTS Force sealants into channels, to eliminate voids and to effectively "wet" bond surface. Tool exposed surfaces to provide slight wash away from joint; trim and clean promptly. 3.9 WEEP HOLES Where weeps are indicated,including weeps in structural rubber gaskets, clean and avoid closure by compounds. 3.10 ANCHORAGE Provide adequate anchorage of gaskets, particularly driven -in wedge gaskets. 3.11 ACCEPTANCE Immediately prior to time of substantial completion, replace glass which is broken or otherwise damaged, and wash and polish glass inside and out. END OF SECTION SECTION 08805 GLASS AND GLAZING PART 1 - GENERAL 1.1 GYPSUM BOARD STANDARD ASTM C 840. 1.2 SCOPE OF WORK The scope of work described by this Section includes all labor and material required to install the gypsum drywall at walls and ceiling as shown on the drawings. 1.3 SUBMITTALS Contractor shall submit information on manufacturer's products PART 2 - PRODUCTS 2.1 EXPOSED GYPSUM BOARD: ASTM C 36. .01 Provide Type X at all locations. .02 Long Edges: Standard taper. .03 Thickness: 5/8 ". SECTION 09250 GYPSUM DRYWALL 2.2 TRIM ACCESSORIES Provide manufacturer's standard metal trim accessories,of the beaded type with face flanges for concealment in joint compound. 2.3 CORNER BEADS Provide metal corner beads at external corners. 2.4 EDGE TRIM Provide edge trim of the shape indicated where edge of gypsum board would otherwise be exposed or semi - exposed; L- type for tight abutment at edges, otherwise U -type. 2.5 FASTENERS Screw fasteners as recommended by gypsum board manufacturer type 'S' bugle head, 1 ". 2.6 JOINT TAPE Fiberglass mesh. at flat areas, paper tape at inside corners. 2.7 JOINT COMPOUND ASTM C 475, of the types required for tape setting and tape topping. Provide ready -mixed vinyl -type for interior work. 2.10 SEALANT USG acoustical sealant at joint between floor and panel. PART 3 - EXECUTION SECTION 09250 GYPSUM DRYWALL 3.1 INSTALLATION Install gypsum boards in lengths and directions which will minimize number of end joints, and avoid end joints in central area of walls. Install walls and partitions with exposed gypsum boards horizontal, install boards with edges perpendicular to supports, with end joints staggered over supports, except where recommended in a different arrange- ment by manufacturer. 3.3 SCREWS Screw gypsum board to supports at 12" O.C. at all edge and intermediate supports. 3.4 DRYWALL FINISH Except as otherwise indicated, apply joint tape and joint compound at joints (both directions) between gypsum boards. Apply compound at accessory flanges, penetrations, fasteners heads and surface defects. Final drywall surface shall be smooth finish 3.5 JOINT COMPOUND Install compound in 3 coats; sand after each of last 2 coats. 3.6 SPECIAL TRIM /JOINT REQUIREMENTS Apply metal cornerbead reinforcement to exterior angles. Backblock joints other than those at supports with wallboard and cement with joint treatment products prepared for the purpose by wallboard manufacturer. All exposed wallboard edges and wallboard edges meeting dissimilar materials shall have metal trim applied in accordance with manufacturer's direction. Where necessary to cut ends, edges, scribe or make cutouts within field of wallboard, it shall be done in a neat and approved manner. Provide sealant around all openings. 3.7 SEALANT Install sealant around all penetrations through drywall including outlet boxes. Install sealant continuously at the base of all walls and at door frames. 3.8 PREPARATION Coordinate work with other trades, including installation of electrical conduits and piping, that will require cutting or modifying studs or furring. END OF SECTION PART 1 - GENERAL SECTION 09650 RESILIENT FLOORING 1.1 The scope of work described by this chapter includes all labor and material required for the complete installation of a resilient floor at the Lunchroom floor as part of a Bid Additive Item. The Rubber Base specified in this Section will be part of the work in the Base Bid. 1.3 Submittals - Submit manufacturer's standard samples of resilient flooring and base material, along with manufacturer's installation instructions. PART 2 PRODUCTS 2.1 Resilient Flooring - shall be Armourtile Linoleum Tile as manufactured by Forbo.or approved equal. #955 field tile with #613 accent tile (12 pieces). Tile size 12" x 12" x 1/8" thk. 2.2 Rubber base - "Flexco" 4" cove base or approved equal. 2.3 Reducer strip - "Flexco" #92 or approved equal. 2.3 Adhesive - Commercial waterproof adhesive as recommended by manufacturer for specific installation conditions. 2.4 Leveler, Filler - Commercial filler material recommended by manufacturer to fill in areas at existing concrete floor where required. PART 3 - EXECUTION 3.1 PREPARATION - Install approved filler at floor joints and deformations as required to provide flush level surface. Clean surfaces of all adhesive grease and debris and provide an acceptable surface for flooring installation.. 3.2 INSTALLATION - Resilient shall be installed over a sound substrate in accordance with manufacturer's instructions. Do not proceed with installation of flooring until Architect has reviewed and approved condition of substrate. END OF SECTION PART 1 - GENERAL 1.1 SCOPE The scope of work described by this section includes all material and labor required for the surface preparation and exterior and interior painting of the new Lunchroom and Infill wall assembly as shown on the Drawings 1.2 SUBMITTALS In addition to manufacturer's data, application instructions and label analysis for each coating material, submit samples for Architects review of color and texture only. 1.3 DESCRIPTION OF WORK .01 Painting and finishing of exterior and interior items and surfaces, unless otherwise indicated. .02 Paint exposed surfaces, except as otherwise indicated, whether or not colors are designated. If not designated, colors will be selected by Architect from standard colors available for the coatings required. PART 2 - PRODUCTS 2.1 PAINT MATERIALS Materials from Parker Paint, Fuller Paint, Pittsburgh Paint, Tnemec,may be used. Other paint may be used if approved by Architect. 2.2 MIXING On -site mixing or tinting is not allowed. 2.3 INTERIOR PAINT SCHEDULE . 01 Exposed bare metal - semi gloss. .02 H.M. Door and Frame shop primed surface. SECTION 09900 PAINTING 1 coat primer, 2 coats of alkyd enamel, - 2 coats alkyd enamel, semi -gloss over .03 Wood Doors, frames, Stair Railing and Wood Trim - 1 coat alkyd primer, 2 coats acrylic latex semi - gloss. . 04 Gyp Bd. - 1 coat pva primer /sealer, 2 coats acrylic latex enamel, egg shell. .05 Plywood wall surfaces - 1 coat primer, 2 coats acrylic latex enamel, satin .06 Wood Trim with transparent finish - 2 coats urethane, satin finish. 2.4 EXTERIOR PAINTING .01 Galvanized Steel - After applying cleaner /neutralizer, apply two coats alkyd enamel semi -gloss .02 Wood Trim - One coat alkyd primer, 2 coats alkyd enamel satin. .03 Plywood Surfaces - One coat alkyd primer, two coats alkyd enamel satin. PART 3 EXECUTION SECTION 09900 PAINTING 3.1 DELIVERY AND STORAGE Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name, trade name, and label analysis. Store where indicated in accordance with manufacturer's instructions. 3.2 PROTECTION Protect work of other trades. Correct any painting related damages by cleaning, repairing or replacing, and refin- ishing, as directed by Architect. 3.3 COORDINATION Provide finish coats which are compatible with prime paints used. Provide barrier coats over incompatible primers where required. Notify Architect in writing of anticipated problems using specified coatings with substrates primed by others. 3.4 JOB CONDITIONS Maintain interior temperatures at 60 degrees during application and until paint is dry. Keep rooms ventilated and floors free from dirt and debris before painting has started. Protect all items that are installed before painting operations are complete. Protect all surfaces not scheduled to be painted. In the event that surfaces that are not scheduled to be painted are splashed with paint or otherwise disfigured, and if the paint cannot be removed, the Contractor shall be responsible to remove and replace that material. SECTION 09900 PAINTING 3.5 SURFACE PREPARATION Perform preparation and cleaning procedures in strict accordance with coating manufacturer's instructions for each substrate condition. 3.6 REMOVE HARDWARE Remove hardware and accessories, machined surfaces, plates, lighting fixtures and similar items in place and not to be finish - painted or provide surface - applied protection. Reinstall removed items and remove protective coverings at completion of work. 3.7 MATERIAL PREPARATION Mix, prepare, and store painting and finishing materials in accordance with manufacturer's directions. 3.8 APPLICATION Apply painting and finishing materials in accordance with manufacturer's directions. Use applicators, and techniques best suited for materials and surfaces to which applied. Where more than one coat of paint is required, the Architect shall inspect the application before application of succeeding coat .01 Apply additional coats when undercoats, stains or other conditions show through final paint coat, until paint film is of uniform finish, color and appearance. .02 Finish exterior doors on tops, bottoms and edges same as interior faces, unless otherwise indicated. . 03 Sand lightly between succeeding enamel or varnish coats. .04 Apply prime coat to material which is required to be painted or finished, and which has not been prime coated by others. . 05 Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements. END OF SECTION PART1- GENERAL A. DESCRIPTION SECTION 15010 GENERAL MECHANICAL REQUIREMENT 1. Outline of Work Includes plumbing, piping, air conditioning, ventilation, controls and insulation of mechanical work, as specified in this Division and shown on the drawings. 2. Work of Other Trades a. Drawings do not show complete details of construction. b. Refer to other drawings for additional details which may affect execution of the mechanical work. 3. Equipment Furnished by Others a. Rough -in and connect all equipment furnished by Owner, General Contractor, or Electrical Contractor. b. Check drawings and specifications for service characteristics and requirements for each piece of equipment. 4. General Requirement Conform to Division I. 5. Permits. Inspections and Fees a. Obtain permits and pay fees required by National, State and Local authorities. b. During its progress, the work will be observed by Architect and by the appropriate inspectors. c. Present Inspector's certificates of compliance to the Owner. 6. Underwriter's Listing Equipment a. Equipment with electrical components shall bear the Underwriters' Laboratories Inc. label whenever published standards exist. b. Equipment otherwise shall be certified by the manufacturer as complying with UL standards. 7. Intent of Drawings a. Drawings are diagrammatic and show approximate locations of piping, ducts, fixtures and equipment. b. Take measurements from building or site, and verify with related drawings. c. Report any conflict to Architect prior to proceeding with the work. d. Failure to follow this instruction shall be considered sufficient cause for Contractor to alter work at his own expense, as directed by the Architect. B. INSTRUCTION PERIOD FOR OWNER'S PERSONNEL 1. Scope Following installation of mechanical equipment and prior to acceptance of mechanical work, representatives of installation tradesmen shall conduct demonstrations and instruction periods to point out locations of servicing points and required points of maintenance to Owner's representatives. Work shall be done during the time balancing and testing work is being performed. 2. Contractor's Representatives Instructors shall be qualified foremen or superintendents from the trade involved; except Temperature Control Systems which shall be the engineer who performs testing and adjustment; with substantial experience on this project. Their qualifications shall be submitted before conducting the instruction, if requested by Architect. MINKLER SHOPS - TUKWILA, WA 15010 -1 SECTION 15010 GENERAL MECHANICAL REQUIREMENT 3. General Description of Instruction Periods Each period shall include preliminary discussion, and presentation of information from maintenance manuals with appropriate references to drawings; followed by tours of building areas explaining maintenance requirements, access methods, servicing and maintenance procedures, equipment cleaning procedures, temperature control settings and available adjustment. 4. Scheduling of Instruction Periods Notice of Contractor's readiness to conduct such instruction and demonstration shall be given to Architect at least 2 weeks prior to instruction periods, and agreement reached as to date at which instruction periods are to be performed. Receive approvals of proposed data prior to making final arrangements. END OF SECTION MINKLER SHOPS - TUKWILA, WA 15010 - 2 PART 1 - GENERAL A. DESCRIPTION 1. General Provide domestic cold water piping and hot water piping to sink as shown on plans. PART 2 - PRODUCTS A. DOMESTIC WATER PIPING PRODUCTS 1. General: Provide piping materials and factory- fabricated piping products of sizes, types, pressure ratings, temperature ratings, and capacities as indicated. Provide materials and products complying with ANSI B31.1 Code for Power Piping where applicable base pressure rating on domestic water piping system maximum design pressures. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in domestic water piping system. Where more than one type is indicated, selection is Installer's option. Where drawings show larger pipe size than equipment connection, use larger size. B. BASIC PIPE, TUBE, AND FITTINGS 1. General: Provide pipe, tube, and fittings, complying with Section 15060 in accordance with the following listing of pipe, tube and fittings. 2. Domestic Water Piping: a. Copper tube of sizes indicated. 1) Wall thickness: Type L, hard -drawn temper. 2) Fittings: Wrought- copper, solder joints. C. BASIC PIPING ACCESSORIES 1. General: Provide piping accessories in accordance with the following listing of piping accessories: Escutcheon plates Steel -pipe sleeves Iron -pipe sleeves Sheet -metal pipe sleeves D. BASIC HANGERS, SUPPORTS AND ANCHORS 1. General: Provide hangers, supports and anchors in compliance with the plumbing code. PART 3 - EXECUTION A. INSTALLATION OF DOMESTIC WATER DISTRIBUTION PIPING 1. General: Install water distribution piping as specified in the Plumbing Code. Install each run with minimum joints and couplings, but with adequate and accessible unions for disassembly and maintenance /replacement of valves and equipment. Reduce sizes where indicated, using reducing fittings. MINKLER SHOPS - TUKWILA, WA 15350 -1 SECTION 15350 DOMESTIC WATER SYSTEM B. CLEANING, FLUSHING AND INSPECTION Clean, flush, and inspect domestic water piping system in accordance with the Plumbing Code. Flush with potable supply water, continue to flush until potability state is maintained throughout distribution system. END OF SECTION MINKLER SHOPS - TUKWILA, WA 15350 - 2 SECTION 15350 DOMESTIC WATER SYSTEM PART 1 - GENERAL A. DESCRIPTION 1. Genera( Provide soil, waste and vent systems and associated equipment and accessories. 2. General Requirement Conform to Division 1. PART 2 - PRODUCTS A. PIPE SECTION 15400 SOIL, WASTE AND DRAINAGE 1. Soil Pipe a. 2" and smaller above ground: Standard weight galvanized steel; ASTM Al20 or A53. b. 2 -1/2" and larger above ground: Standard hubless cast iron pipe; CISPI 301 -72 with neoprene sleeve gasket and stainless steel shield and bands. c. Underground: Standard weight hubless cast iron pipe, CISPI 301 -72, neoprene sleeve gasket and stainless steel shield and bands. 2. Vent Piping a. 1 -1/2" and Smaller above ground: Standard weight galvanized steel; ASTM Al20 or A53. b. 2" and larger above ground 1) Standard weight galvanized steel; ASTM Al20 or A53. 2) Standard weight hubless cast iron pipe; CISPI 301 -72 neoprene sleeve gasket, stainless steel shield and bands. c. Underground: Standard weight hubless cast iron pipe, CISPI 301 -72, neoprene sleeve gasket, cast iron mechanical coupling. B. FITTINGS 1. Galvanized Steel Pipe a. Soil or roof drainage: Screwed drainage fittings ANSI B16.12. b. Vent or indirect waste: 150# galvanized malleable iron screwed fittings ANSI B16.3. 2. Hubless Cast Iron Hubless cast iron fittings ANSI A112.5.1 and ASTM 74 -72. C. CLEANOUTS 1. Floor Cleanouts a. Cast iron body and frame, round adjustable scoriated secured nickel bronze top, bronze plug, cast iron parts plated with zinc or cadmium. b. Acceptable mfrs.: Zurn ZN- 1400 -HD or approved equal. 2. Wall Cleanouts a. Cast iron cleanout tee, nickel bronze frame and cover, bronze plug. b. Acceptable mfrs.: Zurn Z- 1446 -BP or approved equal. PART 3 - EXECUTION A. TRENCHING AND BACKFILLING MINKLER SHOPS - TUKWILA, WA 15400 - 1 B. INSTALLATION OF PIPING AND EQUIPMENT SECTION 15400 SOIL, WASTE AND DRAINAGE Perform trenching and backfilling associated with plumbing installation in strict accordance with pertinent provisions of excavating, filling and grading specifications, Section 15010. 1. General a. Install piping promptly; cap or plug open ends; conserve space for other work. b. Provide uniform pitch of at least 1/4 inch per foot, except where noted, for horizontal waste & soil piping within building; pitch vents for proper drainage. c. Cushion traps to minimize transfer of sound; firmly anchor pipes in position. d. Inspect each piece of pipe, fittings, and equipment for defects and obstructions; promptly remove defective material from job site. e. Install pipes to clear beams and obstructions; do not cut into or reduce size of load carrying members without the approval of Engineer. f. Vertical stacks, supported at floors with clamp anchors are required to relieve joint stresses. 2. Cast Iron Soil Pipe a. Install in bedding of trench, grade to provide uniform support. b. Hubless with stainless steel couplings. 1) Install neoprene gasket and stainless steel shield coupling jointing assemblies with bolts. 2) Alternately and incrementally tighten to 60 inch - pounds torque, minimum. Retorque bolts after 24 hours. 3) Use single set -point torque wrench manufactured specifically for this purpose; do not use screwdrivers or other types of wrenches. END OF SECTION MINKLER SHOPS - TUKWILA, WA 15400 - 2 PART I - GENERAL A. DESCRIPTION 1. General The Contractor shall include In his bid all costs required to extend the fire sprinkler system, Including all layout, labor, material, equipment approvals and necessary service as shown on the Plan and as hereinafter specified. The Subcontractor is specifically advised that the piping, equipment, etc., indicated on the drawings and hereinafter specified are presented as an aid to the Contractor. Tne Contractor shall be responsible for the entire system design and approvals for a wet pipe fire sprinkling system. 8. CODES AND SPECIFICATIONS Installation and design criteria shall meet the requirements of the National Fire Protection Association (Pamphlet 13), Uniform Fire Code, Uniform Building Code and Uniform Mechanical Code. All equipment used shall be U.L approved. C. DRAWINGS The Sprinkling Contractor shalt submit the following drawings: 1. Copies of all shop drawings for the Installation of the sprinkling system submitted to the Architect and Owner. 2. Contractor shall not proceed with his work until shop drawings have been approved by Architect. 3. Drawings shall include the stamp of approval from the Local Fire Department. 4. Shop drawings shall show hanger locations and types. 5. Shop drawings shall be prepared to show coordination of sprinkler heads with lights, diffusers, ducts, ceiling grids, etc. Testing points and drains shall also be indicated and locations approved by architect. D. AUTOMATIC WET PIPE FIRE SPRINKLING 1. Scope: SECTION 15600 FIRE SPRINKLING Extend the existing sprinkling system as required to the lunch room. The system shall be designed to meet all requirements of NFPA -13. This Contractor must become familiar with the facility, and the design and installation must conform to all applicable codes. PART2•PRODUCTS A. GENERAL All equipment furnished shall conform to above - mentioned codes and shall be essentially standard equipment of manufacturer. Equipment shall be Viking or approved equal. B. PIPING Standard weight Schedule 40 black steel with black cast iron fittings. Pipe and fittings from alarm valve to water motor alarm and drain piping shall be galvanized pipe. C, SPRINKLER HEADS 1. Finished Areas MINKLER SHOPS - TUKWILA, WA 15600 -1 . r. . o.... w. w .,.w...........* .tvmmrawaecnr MWAXItrame .. a. Pendant mounted chrome- plated model M with heat sensitive glass bulb and adjustable chrome canopies. b. Flush mounted pendant, chrome - plated type with concealed sprinkler. c. Recessed in ceiling chrome- plated escutcheon type with Model "M" chrome head and heat sensitive glass bulb. D. EQUIPMENT 1. General; a. All items required inside the building shall be by this contractor. PART 3 - EXECUTION A. GENERAL. 1. Install all work in accordance with applicable codes and requirements of NFPA it 13. 2. Installation must respond to the building configuration. 3, Install all work with personnel experienced in the installation of fire sprinkler systems. B. INSTALLATION Maximum spacing of hangers shall be 10' - 0" on centers, C. FLUSHING AND TESTING Flushing and testing of fire sprinkling system shalt conform to ail local and state codes. All required tests shalt be performed in the presence of local authorities as required. END OF SECTION MINKLER SHOPS - TUKWILA, WA 15600 - 2 SECTION 15600 FIRE SPRINKLING PART 1 - GENERAL A. DESCRIPTION 1. General Provide all sheet metal work, air terminals and accessories. 2. General Requirement Conform to Division 1. B. DUCT CONSTRUCTION All ductwork shall be galvanized steel unless otherwise noted. SECTION 15800 AIR DISTRIBUTION SYSTEM Comply with SMACNA Duct Construction Standards, Metal and Flexible -1985 Edition as required, with additional requirements and modifications specified herein. PART 2 - PRODUCTS A. SHEETMETAL WORK, LOW PRESSURE, GENERAL 1. Scone Provide all low pressure sheetmetal work. 2. Duct Construction Comply with SMACNA Duct Construction Standards, 2" W.G. Static Pressure Class, Seal Class C. PART 3 - EXECUTION A. INSTALLATION All ductwork shall be installed in workmanlike manner. Fabrications, fittings, joints, take -offs, attachment to sheet metal work, turning vanes, dampers, stapling, sealing and taping, and insulation of exposed sheet metal work shall be executed in strict conformance with the mfr.'s latest recommendations. See Division 2 for seismic design requirements. Work under this Section shall include installation of automatic dampers furnished under Section 15900. Installation supervision by the control manufacturer's supervision. B. DUCT LINING Comply with SMACNA Duct Liner Application Standard; cemented using Benjamin Foster No. 81 -60. On ducts over 20" deep, also provide mechanical fasteners 25" o.c. starting within 2" of leading edge. Provide edge trim strips for all edges. Coat all exposed edges and joints with fire retardant adhesive. Block face of liner to face the airstream. Duct lining shall be installed in the first 15 feet of duct to any air terminal on either side of the fan, on the 5 feet of duct following or preceding any air terminal. Concentric drops serving the main sales area are factory insulated. END OF SECTION MINKLER SHOPS - TUKWILA, WA 15800 -1 • PART 1 - GENERAL CONDITIONS A. DESCRIPTION 1. General The Contractor shall furnish and install exhaust fan as specified on the plans. B. SUBMITTALS Items for which the submittal requirements, specified elsewhere, apply as follows: 1. Shop Drawings Wiring diagrams for all field wiring connections and interlock with Section 15900 and Division 16. 2. Product Data Exhaust Fans Vibration Isolation Equipment Unit Ventilator PART2- PRODUCTS A. CEILING EXHAUST FANS 1. Manufacturers Pace, Penn, Greenheck, Cook. 5. Drive Direct drive Max. 1100 rpm. 6. Vibration Isolation Drive assembly mounted on rubber -in -shear vibration isolators. 7. Electrical Disconnect Provided factory wired within motor compartment. 8. Ratings Ratings from tests conforming to AMCA standard 210 and shall be U.L. listed. B. UNIT VENTILATOR 1. Submittals MINKLER SHOPS - TUKWILA, WA 15820 -1 •�T- ".l...u.x . -':: f. a •■:Ar r'7 "it". iiY ? ..'.l'iYn.T.. VX,,`MV.1, * ' :: • SECTION 15820 AIR HANDLING EQUIPMENT 2. General Fans include housing, wheel, fan shaft, bearings and drive as a factory assembled unit with back draft damper. See drawings for ratings. Entire fan, motor and wheel assembly shall be removable without disturbing the housing. 3. Ceiling Grille Grille shall be of white egg -crate shape design, comply with OSHA requirements and provide 85 percent free open area. 4. Fan Wheel Centrifugal blower type. Fan motor and wheel assembly shall be removable from housing. SECTION 15820 AIR HANDLING EQUIPMENT a. Submit drawings indicating components, dimensions, weights and loadings, required clearances, and location and size of field connections. b. Submit ( 6 ) copies of (submittals) product data indicating rated capacities, weights, accessories and electrical requirements. c. Submit manufacturer's installation instructions. 3. Operation and Maintenance Data a. Submit ( 6 ) copies of operation and maintenance manuals to the engineer (after engineering stamp has been applied to the product data). b. Include manufacturer's descriptive literature, start-up and operating instructions, installation instructions, and maintenance procedures. 4. Delivery. Storage and Handling a. Comply with manufacturer's installation instructions for rigging, unloading, and transporting units. b. Protect units from physical damage. Leave factory shipping covers in place until installation. 5. Warranty a. Parts warranty on unit ventilator is provided by American Air Filter. b. Contractor shall provide one year labor warranty on unit ventilator for a period of one year without additional cost to the owner. This warranty shall obligate the mechanical contractor to make all warranty repairs on HVAC equipment. 6. General Unit Description Furnish and install where shown on plans, a complete American Air Filter "Classmate" Unit Ventilator with capacities, airflow, and configuration as follows: Unit shall be Model AV -4000 floor mounted vertical unit ventilator as manufactured by American Air Filter. Unit shall provide 1000 cfm with a total heating capacity of 36,400 Btu /hr. -10.7 KW electric heat. Electrical characteristics: 10.7 KW, 208V, 3 phase, 3 -wire, 60 Hz, 1/4 hp motor, 45 max. fuse size. 7. Unit Construction All internal sheet metal parts must be made of galvanized steel to inhibit corrosion. The entire frame must be welded construction to provide strength and rigidity. Frames assembled with sheet metal fasteners shall not be acceptable. 8. Cabinets Exterior cabinet panels shall be constructed of heavy gauge steel. All sheet metal panels must be cleaned and phosphatized, then painted with an oven baked enamel finish. Unit shall be supplied as "heating only" and be suitable for future addition of a cooling coil and related components. Unit shall be constructed such that testing and troubleshooting can be accomplished in the end pockets of the unit without affecting the normal air flow pattern through the unit. 9. Floor Unit Floor mounted unit shall have an integral pipe tunnel for convenient crossover of piping or electrical wiring in accordance with local and National Electric Codes (N.E.C.). The front surface shall consist of three separate, removable panels. Control compartment must be accessible without removing the entire front panel. Unit discharge grille shall be welded continuous bar type MINKLER SHOPS - TUKWILA, WA 15820 - 2 SECTION 15820 AIR HANDLING EQUIPMENT with round edged steel bars placed for a 10° vertical deflection. Adjustable side deflection vanes shall be located beneath the continuous bar grille for easy adjustment by maintenance personnel. a 1/4" painted galvanized mesh shall be furnished and located beneath discharge grille. Unit top surface shall be supplied with a textured paint surface that resists scuffing and hides fingerprints. 10. Room Air Fans and Motor The motor and fan assembly shall be low speed design to assure maximum quietness and efficiency. Fans shall be double inlet, forward curved centrifugal type and shall be modular design. Assembly shall be steel construction. Fan shaft shall be 1 -1/4" end bearing. Fan and motor assembly shall be direct drive type. Motor speed shall be controlled by factory mounted multi -tap transformer through High- Low -Off switch. Fan /coil arrangement shall e draw -thru design for uniform coil face velocity and discharge air temperature. Motors shall be permanent split- capacitor (PSC), plug in type designed specifically for unit ventilator operation. Motors shall be located out of the air stream and have internal thermal over -load device (auto- reset). Fan motors and controls shall have each hot line protected and be factory installed cartridge type fuse(s). Motors shall have sleeve type bearings and require oiling no more than once annually. 11. Face & Bypass Damper The unit shall be furnished with factory installed face and bypass dampers as shown on schedule. The face and bypass damper shall be constructed of aluminum and have a dead air space to minimize pickup in the bypass position. The long sealing edges of the damper shall be fitted with silicone rubber impregnated glass cloth seals the blended mohair seals on the ends for long life and positive sealing. 12. Outdoor & Room Air Dampers Unit shall be provided with separate room air and outdoor air dampers. The room air damper shall be constructed of aluminum and shall be counterbalanced against back pressure. Outdoor air damper shall be two -piece double wall construction with 1/2" thick, 1.5 lbs. density fiberglass insulation sandwiched between welded 20 gal. galvanized steel blades for rigidity and to inhibit corrosion. Dampers shall be fitted with blended mohair seals along all the sealing edges. Damper bearings shall be made of nylon or other material which does not require lubrication. "Cold Weather" outdoor air damper shall have additional foam insulation on the exterior surfaces of the damper blade on the ends of the outdoor air chamber. 13. Electric Coils Heating elements shall be of the open wire type. Electric heat shall be controlled in three stages. A capillary tube type, high limit thermostat shall be provided to disconnect the heating elements through backup contactors if an overheat condition is detected. Unit shall have a panel interlock switch to de- energize the electric resistance heating coil when the (center -front floor model) panel is opened. 14. Filters Filter shall be one -piece design located to provide filtration of outdoor air /return air mixture to assure even dust loading and balanced air flow in lieu of separate filters for outdoor air and return. Wire, mesh, permanent filter for electric heat units shall be factory furnished initially installed in all units. Furnish one set of wire mesh permanent filters as final filter. 15. Vertical Blade Intake Louver Vertical blade aluminum intake louver shall be constructed with double- break, 20 -gauge aluminum blades for mounting in panel wall or masonry wall applications. The louver frame shall be 16- gauge aluminum, 2 -1/4" deep in direction of airflow, and have weep holes along face of bottom edge. The standard aluminum alloy shall be suitable for color anodizing (by others). A 1/2" MINKLER SHOPS - TUKWILA, WA 15820 - 3 Octave Band 2 3 4 5 6 7 8 CENTER FREQUENCY 125 250 500 1000 2000 4000 8000 3000 58 54 53 49 44 35 29 UNIT 4000 58 55 53 50 44 36 29 SERIES 5000 61 57 54 51 45 37 31 6000 63 59 56 53 46 39 33 r 3. Housing square mesh screen shall be provided on the interior side of the intake. Intake shall be fabricated of mill finish aluminum. (OPTIONAL) Intake shall be: C. ROOF EXHAUST FANS 1. Aluminum with clear anodized finish. 2. Aluminum with finish coat in Autumn Brown enamel. 3. Painted 18 ga. steel frame and 20 gauge steel blades. 16. Night Control With Unit Mounted Timeclock Shall be furnished with a unit mounted timeclock for day /night changeover. The clock shall have a battery backup that will provide up to 150 hours of operation during a power outage. The timeclock shall be programmed by the installing contractor in accordance with job programmed time schedule. A unit mounted h9oliday switch shall be furnished to permit manual changeover to unoccupied control for extended or otherwise unscheduled periods. 17. Outdoor Air Intake Louver Intake louvers shall be in the quantity and size shown on the plans and specifications, and as manufactured by American Air Filter Company. Intake shall be: 1. Aluminum with clear anodized finish. 2. Aluminum with finish coat in autumn Brown enamel. 18. Underwriters Laboratory Unit Ventilators shall be listed by Underwriters Laboratory, Inc. 19. Sound Unit ventilator manufacturer shall certify compliance with Washington State Guidelines, Chapter 248 -64, Section 320, concerning allowable noise levels. Manufacturer shall provide actual certified test data by Professional Acoustical Engineer (licensed in Washington) of sound levels not exceeding NC -35 or 45 DBA. Manufacturer shall certify sound power levels not to exceed the following levels. 1. Manufacturers Penn, Pace, Carnes, Greenheck, Cook. SOUND POWER DATA 2. General Fans include housing, wheel, fan shaft, bearings and drive as a factory assembled unit, back draft dampers, and removable birdscreen. See drawings for ratings. MINKLER SHOPS - TUKWILA, WA 15820 - 4 SECTION 15820 AIR HANDLING EQUIPMENT Heavy gauge aluminum. Unit shall have curb cap. 1. Type: Per equipment schedule D. VIBRATION ISOLATION MOUNTINGS 4. Fan Whee( Forward curved centrifugal, spun or die formed blades, wedged hub, aluminum construction, or backward inclined shall be as indicated on Contract Drawings. 1. Scope: Provide the vibration isolation mountings as specified elsewhere and as shown. 2. Manufacturer: Mfr. shall be Mason Industries, Vibration Mountings., Inc., Vibration Elimination Co., Amber /Booth, Consolidated Kinetics, Inc., Korfund, or equal. 3. Isolation Efficiency and Deflections: The design of the foundation and its supports shall be adequate to produce not Tess than the following vibration isolation efficiency and spring deflections. Vibration isolation efficiency shall be based on the lowest disturbing frequency of both driving and driven units. Fan RPM Minimum Isolation Minimum Deflection Efficiency - % Inches 350 or less 80 1.50 350 to 800 90 0.50 Over 800 95 0.25 4. Anchor Bolts Galt' anchor bolts shall be provided for each isolator; two min. for each unit. 5. Computations Following selection of equipment mounted on isolation mountings, the Contractor shall prepare computations showing how vibration - isolation efficiency will be produced and submit for approval. 6. internal Isolation Where vibration isolation of fan and drive system on package units meets these efficiencies and deflection, no additional isolation will be required. PART 3 - EXECUTION A. INSTALLATION Install all equipment indicated and specified. B. MANUFACTURERS' INSTRUCTIONS Install all equipment in conformance to mfr.'s instructions. C. STRUCTURAL SUPPORT Support in general shall be from the building structure, attached to casings or to steel structure spanning underside of unit; provide additional structural steel supports as required. D. CLEANING AND ADJUSTING MINKLER SHOPS - TUKWILA, WA 15820 - 5 SECTION 15820 AIR HANDLING EQUIPMENT Plenums and casings shall be thoroughly cleaned of all debris and blown free of all small particles of rubbish and dust before installing and making final duct connections. Equipment shall be wiped clean, with all traces of oil, dust, dirt, or paint spots removed. Temporary filters shall be provided for all fans that are operated during construction, and after construction dirt has been removed from the building, new filters shall be installed. Bearings shall be properly lubricated with oil or grease as recommended by the manufacturer. Belts shall be tightened to proper tension. All control valves and other miscellaneous equipment requiring adjustment shall be adjusted to setting indicated or directed. Fans shall be adjusted to the speed indicated by the manufacturer to meet specified conditions, ready for air balancing. E. UNIT VENTILATOR TEST AND SHIPMENT BY SUPPLIER SECTION 15820 AIR HANDLING EQUIPMENT 1. Each section of the system (refrigerant, heating, air handling and controls) shall be factory run - tested as a component as well as part of the total unit prior to leaving the factory. 2. Each unit shall ship from the factory fully charged, in one piece with all options factory installed and factory run - tested as a complete unit. F. PROJECT CLOSE -OUT Provide Test reports, instruction of Owner's personnel; Certificates of Approval and /or Completion; guarantees and warranties; operating and maintenance manuals; and As -Built Drawings per Section 15010. END OF SECTION MINKLER SHOPS - TUKWILA, WA 15820 - 6 PART 1 - GENERAL A. DESCRIPTION SECTION 16010 GENERAL ELECTRICAL REQUIREMENT 1. CODES All materials, workmanship shall be in accordance with most recent rules regulations of National Board of Fire Underwriters, Local Ordinances, and in accordance with National Electrical Contractors Association Standards of Installation. 2. INSPECTIONS During its progress, all work shall be subject to inspection by Architect, National Board of Underwriters, Local Electrical Inspectors and their certificates shall be furnished by Contractor to Owner, stating that all insurance rules, regulations under which work was done have been complied with. 3. PERMITS Obtain all permits and pay all fees required by any agency having jurisdiction over this work. 4. SERVICES AND SYSTEMS. GENERAL The Contractor shall furnish and install all necessary equipment, boxes, conduit, fittings, fixtures, wires and all other apparatus and accessories specified herein, or necessary for a complete electrical system. END OF SECTION MINKLER SHOPS - TUKWILA, WA 16010 -1 DOOR SCHgDUL up 4 4 ,, 10 . .. T+re ON* rs.r4isfyu5 �. {1 0,1446 elw / N 6 ELEC. Gn y hlo snnu -r 64114/' e - - -- 4l141'6w/ at N� ��a O 3'.x -7.41 l _Hn 49-2*-,.- r 4ga ris.o. 4- W. ¢01416 M>1. I &X3Ts O 3'%7'x1 '41/4 Zc wb Yl1 Z 1 � mn A 9219 4o4141,' e 441010'00' : .,,, t ,.,,,,,,,, Iryr. 1041[/ 1 6 B 0. - PMF✓fto 44 21 41 41, _5 6 1404,, b 1 41"410!/44, .§ ©® O �H FI KEY _ In. /P ,o WA41/. GL'/.. A I I A / N 6 ELEC. Gn y hlo snnu -r 64114/' e - - -- 4l141'6w/ at N� ��a e EX 101 1467 49-2*-,.- r 4ga ris.o. :0© M>1. I 61014444 c "J C.� WA0L4 p,„, 9219 4o4141,' e 441010'00' : .,,, t ,.,,,,,,,, Iryr. 1041[/ 1 6 B 0. - PMF✓fto 44 21 41 41, eASW 1404,, b !"IN. N4I'w I - HH6PIl• GWa11N/P *LW 4" 41µI00 s. li+k'sE 0.h A. RIV A-i7t 1. 17 TQ_ Jam_ -Katri w/ GIOSUp ,{ Pme+5 'LA5S E tr461..14 L-i1 T E XTERIOR ELEVATION /4444 1,_011 444/544 w/ nro (P54"envk = n 41194t14 Audlw S TG `� 41 4110 . 0 / vav - . k'c 141. I VhRo 1, rras.l41 Lo44• t141r -Idr 1411 GW * ' '(4,) A} 6100+t VLIM1L 6 GXIp I #4 4441. ti- f HAI,014111 + 2/141414 e 10'3 POP/1G6 41'4-21444 -IC r 41 4 41 G*1 1010a r 6X144-, 5Pr-RI4144'91.. HAN c 9= y "APr;_ 6%444- KW HK�GI4dJ F Punv 4•044, ar4 1 1'1144 V4Vhr 414644 - 41 20 -141 5' 15 i - 41 4. 41 141. tJ&4T 0 11 I '� Fyi 4e,fr't6 WIIJ9°IN (I4 44, ,l1 - 4444-441 14641 741444 4-140 I 00 4/' 4-- A' 1041. 444. • 4Gw11.- C B.4 ovM e1.) 466 4"fe 4 - ,H 4HAL4- ;`{r 6Arl- 0010,.. A Mp1444- Tn.- h5 R7.v1. -rpm NC P e ' 141"« N4x orr y ;'X9 1141 414 4 1'4'446 FLOOR PLAN EXTERIOR ELEVATION I/4 I' -o" Hofe.; T f1/44)4. U- -ta. q* '4° Sole,. r4LIGM r c ....ea. N4 1 ; femove 490 -(1. 1444 1 ° E 7 r 4-14.6 liX w PIR -I4- POLL -4-G aRe_ __ '147 - r4vl-lT 1414 NI+'T i a/ 2op4 I-I6t VAL vEHf HPAfl VeH4 4441 14 ENT eY NL"A4'6U414' 44141641 ?OWE' wnsii20404 1 Ham. Id wH (?M - AIWA 1 'BITE PLAN ffib-W15 4• 5 GENERAL NOTES Haa14 • 4 ZUA: 412414-1' AW *1/114 ctrl0 /RlO911 - rRI.I�ft2N• 140041/O A -WiTYK oor of ANY 00LGPA4JUbh 4/04 - Q O SHALL 0 441 =154104- AU. ELLj . 21 4'4900 Edt NI Prie-r .MOP" 5644'19. To •• P41214'fl2 04 449 /9.67 04104 oanAO.6 04 4 40 aol w117�nl ,4. P 9IT R + VIK� r T 7 p{ 0 L0. PG ca■ 141L.f.LzP - To 'eKKT. 1, A - n.7= - 224411 AiRA4. I146.0w.. A ME./ '4" 4144• 40. 4x16N4oH 041 P00/(, 440. p - LING o aF 1106 41444 51444 19 1110. c20444 4644114' 21o' 1410 4141104 44. 9, 4145116' -4110, 4641 441214ewor1.-Pier coHfwAGr w. 1411 Ktne4 LaNW1c1101-1 '2 •6w61cNIJ6 AF 114410.41 44, 1�AITS 064*2 / VGNT LING 444114-411 441 0144.4,, 415 - 44-4' 414416 410.41■14467 T6 41464 4.v 104 4ew /INK 1NS(A1-I_ i P- (5- 4 R'I X+U-. f WALL- x%12- A.0l444 PL0 -I . ,rEt Ir9I U'p141 sic. 2610 (y VICINITY MAP LEGAL DESCRIPTION 41101014 Op W /a 0/' 514 /4 OAF ' 0//o 2107.52 GT 2A5T 5 514 004, 2P 5 444 57 4/ /a TN N 21 51 4-T' 11 5 So' 2 32 E 294 Fr -r 5,411 /1214 Op cN 0,14100 4 9 4 41 G P.; 1411 ALP. 5P SwI.Y 104 5 44' 3b 35' a 47345°4 4 1' 'TR ON 41440 iPP 4 151 5 55' 44' 35 E 229.44 e1; Tit Dr` 47 29' 44/ 414.133 r TN e 44' 12' 32" e. 3 56 4-'f w�Y• - r - Ax 7414(.604 40 - 2 -9070 PROJECT ADDRESS 11104 �t -Eli 94!045 PO0 YIIHKL0IC 00401469.0 1144_4144.4, 400-04414612 OWNER GI1'4 01' '410,4140.4, 604410 044644114GE44PE4- 7 TUKWIL/t , k/Aa4}IH 44 20149 i' : 9441741 SEPARATE PERMIT REQUIRED FOR. M ,"ELECTR :PLUMBI ,GAS PIPING CV OF TUKWILA BUILDING DIVISION FILE COPY .understand that the Plan Chef approvals are ;olect to errors and omiasionaard let • s does not authorize 3M4 Ya � oupied bi code or ordinens.. Receipt of t0 4-factor' s copy' olapProvedpieeseekr+ 6 By Date CITY OT IURw'u APPROVED pH 14 1996 SUIT ING DIVISION 1I ON APPROVED PER PUBLIC WORKS I_RTTER DATEDA (516 PA) 96 - GENERAL INFORMATION Id�ur LyN.�NrQa✓t 440.1 ME.2Z. RECEIVED JUL 311956 TUKWILA PUBLIC WOWCG R 0114 a CITY OF�TUKWILA JUI2 PERMIT CENTER V- G k z �FP � V- • 69 s2-r City of To li 44-14- /I Latictirr a. o*.(44114} .4r1=4,4,144. 0.+4g-a. 4-44i444) L 1:144 4 4 - 1 F7Gi rs- -1r' 214 iz.",..g. 11 147 lP1Vg. hileP Ft Pl...yfA)12 1 . or pt.0.17 Ailk), 12 tnrrtlyir,t40 v/Ne. Tyr- 1611 sPpr U, ,,, Lite La....w ef' lz7f,e VIS,; 1...1.47 34 1'2 ‘ 01.41.1. -trr. HP, ( )Arie7 ri 14, e44,417 OFC:144fr414,4=T;• I 4' 1 F4,.irt lice.iv6 are-H, _ !ix- 4mit-0-1..130. V-wrbr- _Vilf4 MO- rifikr- t 444.44, rio..4. 1•41.r_ r--- .04044 v,.. iwn-00.04-4 1 c2 t41- supyti rr owcs, ; •-•11 co-r=1.- 11A jc-svio �n r ft4540" 6•71'. 1:11t:= alca 4.se. 4" e.441"; p-uper.4-304*. te... 4 exrAmsioo AkIZ4A. 2.fie6 I}-41 epRie.. WA-L- nL.L. vpv 4/ 1M44L fortotl,ART HTI F1441116 00-1 a/Z*11461c..9•14.1r # 5 W,s ez) /\ 1-1 F-1 )4 1-11 5 It 6. eve4 F. ,./.41.,1 -vyr. ■6-1 1 0,'". Pgoviloe en Jo ift1 er-0,4 Fr' a Far.= Siz) 0,4"e OAT"( 4"!* ALA- OV•444 a re Oz.; ffli6.671!"-.APP_ ; re2s.rs, 1 1 /0 )' 6. 4 / • PLYWP 2.xb 5114 14 b o24 5 1-=1,1 170_c= SIP ttri.o 4,144- APP./ 11--14", _4¢,t-tr le".1 r G•pl,,V. 611., Pe4 344-4- 17. IPP C* 1 3,/j: ruf.ro 427 oLikva- s 5,4" ovvr- re,r 3 146ri 5,r61 exr.4.1 Jame, tAios-ri+e-Krpr - 2 GAP - 1P4 PO, -K4■Nr- 5/ti r1.0 MAIM; 4-"-. *141: 1.111 t/..131 -rFo *TIFF 54:1 Pt- iode. 4"oe-49-v.m4.4" 12 mew, 1 n..1* 0- Aut. P pa Eh Ws6, l 6re 134 1461 .3/e PIOT 111 JAME, -Pro.vr: 554. v="415" 13 .04 5/20 rgistrie. e /41 .1 . *4 5 PA1-161... Lite. Lv/ rt4!e4eJ. 1 ') 4 IC e ■ I. wito Ancr,21.- 54" MP PLrg - likOr 7-Z AFF rx; re: (1, ESK.'[..W..N.A..4.. 4/ -4.H 1 *rFAr 3* * 5544i ,awr w/(4.) -ro 444- ) 344* 44 12) 5-. -.5.11444,444.5, WAX 5 . 0.7 ,5 , , 44444 401455 -rd-r .4)6 ja145 4 FY.141Cz6 4-4 R.62. 4A51 /4.144-14, 441 5 -/b " 17 11, 41.511 544-14 Goi-11; --r7 4" 0.11-4 140/15 4' 501.55 F1 15-44411.., Ix Hed *LA. - exitop enhT JAYIg -FY01 1/15 4541 .4141/15: 5114 44/175 ..(t)244' 54l-0i 4 " 520 FLIAdP Tr, 0* 5/5 -4 5744-4.7 6 4 A1.1/1571, • , , ,„,--- %I. 4-4-...z. fit..4 A r PA1.44. , 1417/44414-5 17 - Ze , * j..* FR551 4A1 C- R. 40441. 4-4.4.401. 45-11P1 -/1/5 5444144457 To L - tp<1.9 - r. (JAre 5-55) 445-4,4- 4 5/15. 2555 rt/ihi 5A ava+zu.41 1P/V1 , 151 - -Or 6.6t-or, 401.411 1/13 t.1./l//L4- 444.6 5401 -PAH-15- s e - 44,1E, /8" rr-evIVS 4,12 20, 576' - II sx _ _ rS rfr. /34 a NGeM s . 51 l 71 . 'g : E 2 V'r ; 1 997 PERMIT CEN54 ' "' 5. _ 2 - -1 yn rPtl- IG. 029 Kka K too r4Y"L0 41{0,003.'4. N ►r•. , Ji'4 ' 1/ 1: 40" Apr \ 14 -1JL' ?$b w»wv J r y . 4 . _ ` T . , ' P E . v e = j l N y o 1 IHQ= 0 , 3 02 1 " 1 °2 i1.4&07 VIT 41. 4t30 Z'IW�h�i'` T , 7 Mi -rft /m/ 2.t, 1i1A°li- $411 I I'4 ?r Lsy ? ceY(7 - I I I C2') 1:71- /D " 35 Flsoi,•-IM00 641c'4 Ah WO, .41H1'504-1 i11A L442 .210 o0 ,l(02 o 4{ILI1- .0g. iWr 2:�- .264.g1p,IH6"00) / 4 VA" C w w at ° uw� «+w kda/0 • A NdN�a Il Its tAJz�ISJ _ b 2xeM Is4s. H 10 ( o1 024 4.4 'its ? h�ln F4,(2 (-( -1 &SA. 5/r'' Floc R.Yw0 ova Z fft P - woo, TRt 1x4 rt yILL 12 l 5' 1/ C7) V204 K 8022, AI- ILlbth (1)2 ORe11 L4 ' 6}10 1112 wAW O- N�f'os?r UW,nw " ... Lx 4 Rob. LiG r -00H1, - rk1H o 44" Ar mre _.. "KAIK {5c1h-DA15 04111' 2X00. M, oL- Z% 1-0 *TV- 1140."0 etoow o4 C0) 44 4 -0027V /r0' 2 II /2 "- ILO" 00,4 .14.AIle 44tP.00Hf W r1 elf �1V ..2x6 NF 4'1'144:1 __W/ 411111 44 H 6 1 II 8'0 _ ntca 1utsluH".ti '4_r1 Whb1204 411, 4114 0X4. 0LOS ieN 4-1 - _. .. 1 I1.;G 1,4611214; I, II" T�.Eno 1 027/ Wive. -- 5117,.4¢ k- w o 1 /yl�a 1'�OIm 00.00O5 TTr• 5/0' 2114o0 RK020. *7211 (2)2x4 2t. 51W FL w/[3) h"4•4 Sn 6Fr A14.14oK4 0202. ft, (of 5 " 0gor10 _.: 4 L11 n!e 41 - Alfz 1„It1-LL 4& 1 /2na I,o11_ - 0X44 G I6 "ou 1_J1:'4 .. rtrr, yx4• HAIL0II 5 4." owe, , ra,1 1 - 1 . (P ivi1�'G H1 -- 2/4.pl.yoo /SX. PJd r1 OVIgR_- Lo", 1010.a = i wwd ,N4 1x2 -ro' •IN6 '0 704 rrw' MFG *301+0 NWr / 2.1.411 F eAw 4xpeasv tNYlFi�c6cQiieTW� PACT.0200 rfan. roe-44, 4Hq,NNs 40 22 .r. p.:4=r- ».e O - Gk1�IN 021 4 -ro'-1 /4 I 0 140( 4/1 HeLP .5;440- Gw6- <pro12 7 m�IG 1 ( F,LEr- 31 06f"R- yaurN O L -O fLO 3is I' -p /27 ao✓. il.An - 04 F'Y ✓IG>; IZ04044 A GUF'I. mx 511FJ + / Om'fLYc4 rol. 17 40-0 wAVO' OVFAIJ i 30 0-4 5E" rt i x ir7 t tilLRa. 1 ` Hr'V rrr Si Yc_ FRAMING NOTES 0 712AOJ 1- 021 2kIELF 6 M blv AQ I` • * 1 1 c+r-T. 4ii 000022 p- ZNl002 - 101 7 Si, Avv rm 4- IFihTAW 4 EI or urr00- 4 !- 0- 1016 W/ No 0220. 206 4-7502 - Ah 5W10H LUMBER: The following grades are minimum. Beams and Headers- - -DF /L No. 2 (fb= 1250psi) Studs & Plates Hem -Fir Standard or better Posts (6x6 & larger) - -- Hem -Fir No. 1 (fb- 975psi) Provide joist cross bridging at B 0' o.c. maxim a spacing and solid blocking at bearing points. Connectors noted on the drawings are by Simpson Strong Tie. PREFABRICATED WOOD JOISTS: "Trus- Joist" brand or approved. Framing details shown are designed to be compatible with "Trus - Joist The contractor shall submit framing details and calculations for any other joist system requested for d approval at n additional cost to the owner. The contractor shall provide and install all blocking, stiffeners, and other accessories for installation conforming to the manufacturers re.c ommen dacions. PLYWOOD: Floor plywood panel index 40/20. Wall plywood panel index 24/0. Stagger ends of Wn0 1 floor sheets. Face grain perp. to supports at LUAU. and floor sheets. Block all edges of wall sheets. All nails to be common. . RECEIVED City OF TUKWILA ,'U( 2 2 (983 7000IT CENTER PLUMBING SCHEDULE_ 44414+, 24`d7-1rrloH Gv N O P'1 # F4C5 Nl u t 0 4 - I 4444- C14.4i 4-" 22 LIGHTING SCHEDULE. 451811- 14'/41 Z.''' / - G &R- 1.644 .NRO444 � ' hN 14.14. ' . 4474X > 1144#140, "#g,y,, #g.F4Ck 4'14.47-1 414' -. IuCA 4TI -1041 - 2M-34+° - -- 12- 7 c1- 11 o e,' 441114 - 14.4 4c:- -118 6 o1- l4-NIA !•Z•4 ES W/ T -6 L.4N1N - 114r4T' W41tN-I'. ( 1 0 4 11 1 =) 4/ l -e4J I -13W rw-4. %� (yut•Imq) 1/ 1I6N 122 rg 44// 41 7,113 /4017 w/ 111- T -e, 1 -8.541* RANN.rf- 41401 1 " _ c0? H4 IuWf Lk 4l 00 4140114- 44.401 k- 14 I 14 Nvr- ' /7! 84.44/ 14 1144 EQUIPMENT SCHEDULE 47/11t11 1147-71 pY/GRIPr14H O P'1 60414411444- ',N_ 1 411" wN 11./4 1-1 *. 1.1 A11? 1';4144, S5oo1`c 64M64 " /04*4TE 444o04- 04 VA.. N 11 14••-r", 461 -4, - MP+,44 W,,0.4,4„... . 41-4111 /116 - 4'w11' 41174747411144 4 1.- NAT- - 1 - M�1 37 h 1o4 5fuH ,U1m CM4 ' 5 'r -=7 - , e, t , A@ '2, ,, 8V /II-IA.E. _ 14,40" 41411 1744-6' 16 [COX ITI, COP - 32 KW AO p. FIUfER/ I 6.o ` °6 1Q3V IR+p *' g oa /216 4 e. k1141/744 sreer2 LIGHTING SCHEDULE. 451811- 14'/41 Z.''' / 0-HARk -4 .NRO444 � ' hN 14.14. ' . 4474X > 1144#140, "#g,y,, #g.F4Ck 4'14.47-1 414' -. IuCA 4TI -1041 - 2M-34+° - -- 12- 7 c1- 11 o e,' 441114 - 14.4 4c:- -118 6 o1- l4-NIA !•Z•4 ES W/ T -6 L.4N1N - 114r4T' W41tN-I'. ( 1 0 4 11 1 =) 4/ l -e4J I -13W rw-4. %� (yut•Imq) 1/ 1I6N 122 rg 44// 41 7,113 /4017 w/ 111- T -e, 1 -8.541* 11 1 I / I\ 4 o 44, PO481- 14 71014 (7[144. PH 147 1.141' MMI4, 4 1 4 Yr/ FP /1,3,5 , r Ora Nqt Z '.74 14 57 hs pp,, ruopa. $7 -1 N0 W( 5 14 4 $ ATpF 8-- 4- - PO PLAN NOTMS W44r C.47N1T #4#1 , h:X LUPIN OL17 A. 4120• I - GIFLAAtr FILArV$1.5 444.1014 AP v q•-∎ lu hArlr_ 71 4 v0P -1414' • GIF - V.. " 0 a z l41274 - 576&6 �Jau •1.14$ 414' � 4411414. 44417*. PKN Rh 47-1".1 511 445 0140`44* Z _ 4- *11 -l40a _:4.141 ��+4444r B R A 81.14. - ra J- evx 54541 4Ex4r 47/17.. *or R. -'f4. 16D. Cal- 4n44r •r67. 4 .i N'A4A- PFLJ176 4-41 4644. , 5 r445h$, 545 V. to4os vkt.4Yq / %144. b;'. ^ M4•IL1Wwg. AT 6.K(. O 84 4447L74144 GI41LA� PIIrGE • H 7AN6✓ r.- A .1l44-6'2 c2.14 owzit4_+ NOKt1AL. Y 4.fJ% - 1 VWfYAd- 4114417 •11141 Vrf 474'1^14/ I;Ok7 05 r41.4YG /41.1113 IN4rkWktwH. {Re- Ylf 41/44. NWT 444AW IJOr @ {.A4NIfieraitz -ra eAI4tke Jr Aa24 4 fig 1414 *4 TNrx RBI G - QM 147411 MhHW.• 4. f4HrRh4 I*7f- 47444. MxX 4 11417471 4X4474. 41[-4 SY FINkI.4* *7M14 1 .122 atl 1 _5 M- Yb�1.1T. - NYIi< 8444 , 7411_ 44.1•�L'u 4444.4' -rte. -.. *4J74 AYeT41 401410. 441X:447 - .4- - 415441. 41874 N.A31 4751511 f"6 7-106c. 12. 16141dd41 - 4.7474. 1.kt _A HILL". IMId&4' 1 74.7- 41.114144144 • .i o* P. 41}444.4. *44 47114 44-44444 .r.61 Or 417-8 478 HK -4.X41* W : �I4I1,p,r1 a_,. eAr.rAC4* •/ 47 414Ltl4P ECIEI NLY'6_ 444 grre4w5• 617 444 4244 11 1L44w/I4A...7811 -.oW TN314 ]1741. 5c 44844114 1414114- 114-4151 5MEN7 Gen- ILPNI4 4 1 12 Nom./ 0H1r JezLd' + 4 p.GjouNrs44- - dab -Oa-15 144W 4U 5 IXPAF6 VbF. 4. ‘444/4- 1#4441 ■I4' C41 *T. 4P¢I1 gn . Ho-wer l44 44o, Re14- hwl 1 07.644.4 - fl}Zy �P7444 KL�114. 21661?h1'1 604 X41. LG � q G*11'.•6sW/P 1074'4 hWI1GHg..4 1151177y x 4740* -AYE $4, -414 - 41 00•.14 SUFFwI- o5 la, � - 4.41 R 17 11 NV, 0.4444 1 REFLECTED CL'G /LIGHTING PLAN z 4/4 " LEGEND 44416*, 2414114478" $ h4*• 744 4• *x 4,4 a PIA1.L WIR4 -- 7.60. R rI Nlv� c� -141047 - 51104'- 7514 -1841 -P1.1✓ 84.44. *-0w14v�.f 14-14 8.147..4741041 ® J14414.4.4 C/1c 1T 4 414764 811.7 44441 ..44- 1147140418* J r$N0 0407-7 141482 .4 7v Ip 4 P o 4 / N76- 4A44 44`#4 47454. 8 Na. oP - 14- 7 * IZI R H N / 144wN. wIR7 Au, ■17-61* Ve IH **7 -171414 1'416 R 4P4z A11.1, C No, or RIP7 TW.• 41.411414 4 NO. *P 447* 74cR. µ41N6 /444411 /TWH NNIf ID 4x4 #uhf 7A1-1 5F 1'IVTU1z - r LTIL -It/5 07,771121' -lI G 4 LL4 III T 4 .4 . 1. 155 C4V1 OF T AUG 1H1996 BUILDING DIVISION ECEIVED [ITV R OF TUKWIL4 1434. 2 2 1998 PERMIT CENTER Tukwila, Washington ,City of Tukwila