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HomeMy WebLinkAboutPermit M96-0140 - BOEING #9-150XJEftki qso m4oio City of Tukwila c . Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M96 -0140 Type: B -MECH Category: NRES Address. 10000EAS n1oy ,- j W9 Location: Parcel #: 102304 -9068 Contractor License No: BOEINC*294ML TENANT BOEING #21 494C1 loop Eot IYlard'tno..1 , SEATTLE, WA 98124 OWNER w86SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA 98119 CONTRACTOR BOEING COMPANY P.O. BOX 3707, M/S IF -09, SEATTLE, WA CONTACT TERRY BENNETT Phone: 206 544 -2975 P.O. BOX 3707, M/S 46 -87, SEATTLE, WA 98124 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: UMC Edition: 1994 Valuation: 10 Total Permit Fee: 59.56 ************** � lv-2-61-10 ******************************* * * * * ** *** * * * * * * ** * * * * * * * * ** J y`C1y\ j Perm Center Authorized Signature Date REPLACE EXISTING COOLING TOWER. (206) 431-3670 Status: ISSUED Issued: 10/29/1996 Expires: 04/27/1997 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 t h i s ing pe it. Signature: 41 Date: 1, Print Name: Title: 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. CITY OF TUKWILA I ooc Fok6+ rnckr9 i no W y Address.: Permit; No: M96 -0140 Suite: Tenant: BOEING #-G4-i5 o Status: ISSUED Type: B -MECH Applied: 10/21/1996 Parcel #: 102304 -9068 Issued: 10/29/1996 *k*•k****kkk**k *k•k **** kkk***************** ** ** ** *•k *k *** * * ** *k*•k** *•k** Permit Conditions: 1. No changes w i l l be made to the plans unless. approved by the Architect or Engineer and the Tukwila Building Division. L. All permits, inspection records, and approved plans shall be available at the job ; to :prior to the 'start of any con - struction. These documents are to;be maintained and avail - able until final' inspection'approva l is granted. 3. All construction to "be done in conformance with approved plans and,-requirements of the Uniform Building Code (1994 Edition),- 'as/amended,' Uniforr Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 4. Validity :'of ` Permit . The :i ssuance ; of a permit or approval `. at plans'!, pecifications, and computations shall not be con-, strued ' to be a permit for, or an approval ot, any violation of any of :,the provisions of `the building code or of any other ordinance of the ,jurisdiction. No permit presuming to give' "author:ityi' to violate or :canoe) the provisions of this code; sha l l be : valid: 5. MANUFACTURERS' INSTALLATION INSTRUCTI ONS .REOUIRED ON SITE FOR 7 FHE ..,BUILDING INSPECTORS `, REVIEW 6. El'e'ctrical:- permits` shall be\`obta,ine through the Washington Div;.ision of Labor and :Indu triet and all electrical wo k,wii " 1 ° >be,:q ... ..,. Project Namefrenant: �^ BOEING DEFENSE AND SPACE GROUP # `"l_ 1 � Value of Construction: / G? LJ OJ Site Address: •408 1"P""" i \r, no l GU,y City to /Zip: Tax Parcel Num er: dam - Property Owner: THE ROETNG COMPANY Phone: Street Address: Pn BOX 3707 M/S 46 -87 SEATTLE, WA ity `4+ Fax #: Contact Person: TERRY BENNETT Phone: 544 -2975 Street Address: City State /Zip: PO BOX 3707 M/S 46 -87 SEATTLE, WA. 98124 Fax #: 544 -2854 Contractor: 0 Sewer Phone: Street Address: t s. City State/Zip: : y p Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: w , f t . • , . ;• s r t .v.. r r s,. � ,., . � ri n Ks ,, s , {:i ';1'1' : r':..l is t:4ANE0.001 MVIf ir~.WiANrir ;P ROB AIZit sTE.6ti(r0ae iAitt 4f,00 �,0.00A�ir�; � ; <t�T ,:, ;, Description of work to be done:/) d , Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets ❑ Above Ground Tanks ❑ Antennas /Satellite Dishes �� Bulkhead/Docks ❑ Commercial Reroof ❑ Demolition ❑ Fence !I ❑ Manufactured Housing-Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection/Exit Systems ❑ Temporary Facilities ❑ Tree Cutting MONTNI!Y.SERVICERSIII:'INGS:TOI , :.':` ,'. , .,.. ,. ,; :. .. ". . Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby CITY OF T 'KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permit Application Appllcatlon and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ' ' diA F, .0 �: ��; �;NAtAppLlcaNTfpi wQUEsr.;fioplMISCEIf L`•" ANEOUStP, UdLICaWCSRKSiPERMITSWZMs; ,:;•;• >sM..;:: " . • ❑ Channellzation/Strlping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Curb cut/Access /Sidewalk ❑ Flre Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 __sq. ft.gradinq /clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Ptrbtic ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s 1L Est. quantity: 01 Miscellaneous Li Moving Oversized Load/Hauling gal Schedule: WATERIMETEFVDEPOSIT /REFUND BILLING): N ame: Address: Date application accepted: MISCPMT.DOC 7/8/96 Date application expires: Phone: City /State /Zip: - \ -T ) • 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 foe schedules. Expiration of Plan Review - Applications for which no permit Is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Application take nitlats) BUILDING OWNER OR AUTHORIZEb•AGENT :..: ',, ,, `' Signature: D aie: /e)9//9.., -2975 Fax 11: 544 -2854 Print name: TERRY BENNETT Phone: Address: BOX 3707 M/S 46 -87 SEATTLE, WA. City /State /Zip: 98124 ❑ SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR o b oedi 5 Ob0 h t d a ratio of • hei gh t b or� � wid th d �� a s = which exceeds•211 PERMIT REVIEW ''Sbbmit;checlfliat r ?No' r M•J:'; �+ Antennas /Satellite Dishes . •Submit checklist ,:. No M -1.: ❑ Awnings/Canopies ; No aigriage 'Commerciaqeriatit Improvement Permit .. . ❑ BUlkh . S1ibhiit'chocklist;r . Nb ".M%.10 ❑ Cotiitiiercial Reroof • ' ; .. .. . . . . 'SUbMit ,c kilst ' NO!":: M =g, . ..' #'< = : ,: > '.a. .. ' ❑ •dettiblItioril + . Subhlitctieckliptt '::t ■ ' F efCeS .. Over.6:feet 10.1160i '! I' ,ISlibMit,t;Hedkiist r No: M . 4 ' : • . ❑ Latid 'Aiteriit/Grading /Preloaids' : ' _ ,. -„ 'Submit checklist -N b:•;; M 2;. ` i. • ❑ Loading:Docks . Commercial •Teriarit Permit:: Stlbrrilt: ctieakliat Nb; k 1,7 ,Medootoeal►( : &. Commercial) :, • .. Submit cheelillst Niir M Bt,H•6; '; '- N =16, .. 't• ( ❑ ,M16 6011e0edU6 T,U blib b't pOtniitii. :See,pliblir;rWOrka ^Stlbmittel Ctiealilist ❑ ; Mahtlt` aCttired'Hoilaliig.PEb.INSIGNIA ONLY) '. ; } N OMN , 5 F Ett`'t , ❑ ' Mbtithg Oiiersize .4O �d/Haiiiitig s < � . 'Stibtiiit+checkli t f:NO; .RMi.51h? �, i f• y ' . , i ' •'4 J.. ❑ ' Pd kitigiL;ota i q`' 10.,:FF r; d l :; : 6`, r 1 i � l' .. ` ` ' 4 .;, - ; SU b mit : ehecklisti ;Nri M 1 X , ,. ,.. '::::;%..:)..;:, d b Id repti ia ed or otif aC d mpt With following eitceptiot1 If'roof atrtlattlro! i BUIkiing=PoPmiti: .SUbmit�Checkllst.; ' No, M 6; ❑ •.Rettiihltig ovet: 4 feet in'height. 1. Submit checklist No' M 1 }.'a; ` g 1,..;;J;: •.'i- u . ';. ❑ Tetnp.ofthr�r;Facilities t , ': i , .•ai �,. ,.,F,. I .< ,,,. StlbMit checkli §tc,r Notr M 7r �t >'' , x, ,(•,t.,, ,,r,Y?s7 !. ,\i� •fl:' ., "' : ! i• I . . ❑ Tbf�3bf i P pdeitti iali: PPbtactidti/Eifit1S�iataiiis'F� ;; �?'y ' 1 ; , iSUbftilt;eh N o f M , .. t, ❑ Tfee Cutting 1 , ? „ . . .C. . ., . , ... r ,. r• , , ,, ).. .Y , Stlbrhit•check 'Neil M�2 1 ',, F ;1. . • . , : , „ . . ! i i;K t I1 ..!!r ' r 'r! 7i J... .,. .: :t MISCPMT.DOC 7/9/96 1 ALL MISCELLANEOUS P IT APPLICATIONS MUST BE SUB ED WITH THE FOLLOWING: D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED D ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT D STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER D CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder. OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building OWner /Autirorized Agent II tlia appllcent is other thah. the owner, reglaterod erchitect/©ngineer, contractdr licehsed y• • b•the:Staie Of! Washiri .a notanzdd.ibtler7 the proportyo4r0ehsuihonzing the' agenUUo sublrtlt U I permit eppllcelld . Ind' • obtaln permit wh /.;be required tis•parr. di this subtitltlal: • :::,,' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Ow■404■10111.0 CITY OF TUKWILA. WA * ***AA*-1. *kkA*A****4 op TRANSMIT *k **Ar.Ak**. TRANSMIT Number: R9600503 Amount: 59.56 10/29/96 12:56 ' Payment Method:. CHECK Notation: TERRY BENNETT Init: SMC Permit No: iff96.0140 Type: 8-MECH MECHANICAL PERMIT Parcel No: 102304-9068 Site Address: -8-4-17-4-444--P+ 10000 62451 Total Fees,: 59.56 This Payment 5'9.56 Total ALL 'Ports3 59.56 Hal once: .00 ******A*******0**A114**AAA*AA**Ah**ICA**AkAA.A.A********A***** Account Code Description ” Amount 000/345.830 , PLAN CHECK NONRES 11.91 000/322.100 MECHANICAL - NONRES . 47.65 .•, .•.. •.', • ' 4384 10/29 9617 TOTAL 59.50 Project: y� _, Type of inspect / Address: 6 Ai r Date called: Spec Special instructions: Date wanted: 9 Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: 11 INSPECTION NO, INSPECTION RECORD Retain a copy with permit 11 PERMIT NO. .)4.3.1:3670 Corrections required prior to approval. Date: $42.00 REINSPECTI6N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr 'e to 1 t ^ /.„ I SG pi 1 (; . CJ T of i s cti�o�n: ` _ n ,� 0 �-X A dres ; attg Date called: ca - Special instructions: Date wants : a.m. 0 I / P.m. Reu tr` A r,e i' No,:25 � ... c 5 l C7 • INSPECTION RECORD -Retain a copy with permit INSPEC , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Ye2 0°"-) 1)7ei �.ari i :; : Jiu3 `.y --'✓ Inspector I Receipt No,: (206) 431 -3670 Corrections required prior to approval. Date :� �1 $42.00 REINSPEOTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Date: COMMENTS: j K. ( C l t � - 7 PvIAG -1 r1 AP4 k-V Date c� Ile ;� Sp _Special instructions: r (- 0-cs -R b .-:ti g - `I I ,Es' o(9 S h- G. S" dos' nts i Date wa ` 3 ...p.m. t -- Fr NA-t.. : Phone o. ao-- ' �7 9 1 1 6 9 r u, Isar M oS its 6 1,:L riL.0, 5- , L 9 lv TWs CAA r t ' 1 ' j1..4 -4 t -iCA t - c)' 1 A N/2 (Pav% 04:9 w %Th A P LI R ■• sue. v1 C.1PG. l s / Pr,O ect� 1.31 V $ j K. ( C l t � - 7 ' 1_ (Aa) Mar ar 1W+x p Date c� Ile ;� Sp _Special instructions: r (- 0-cs -R b .-:ti g - `I I ,Es' o(9 S h- G. S" dos' nts i Date wa ` 3 ...p.m. Re q ` j / 5.1e tr. Calk fire., Phone o. ao-- ' �7 9 1 1 6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: 3 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: f / 3/97 Ti $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: DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES RECEIVED CITY OF TUKWILA OCT 2 1 1996 PERMIT CENTER • AREA MAP PROJECT SITE BLDG. ADDRESS: 10500 W. MARGINAL PLACE SO. TUKWILA,WAS HINGTON 98108 7 -Iv O KING COUNTY CE AIRPORT OFFI CENTER (FAA) BOEING DEFENCE & SPACE GROUP BAD \G 9 -150 PRLAC 17 roe POOF A/c U\T FROM DOWNTOWN SEATTLE 900 ";nub -0M tic` ■. \\ O n\ p \ ' 1 FROM SEATTLE - TACOMA AIRPORT 99 EAST MARGINAL WAY CORPORATE PARK EXIT 158 S BOEING ACCESS • EXIT 157 - r 599 TUKWILA EXIT 158 9 -150 BUILDING LOCATION \� FROM KENT & AUBURN I l al 11. NO SCALE -- Ex1T 157 900 mq6 -oi�o BOEING EMPLOYEES ACTIVITY CENTER 10500 WEST MARGINAL PLACE SOUTH TUKWILA, WASHINGTON 98108 GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO TERRY BENNETT AT BLDG. 9 -51 COL N /1, AFTER COMPLETION OF THIS CONSTRUCTION. PROJECT CHECKLIST CHECK BOX El THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. ❑ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10 -A. ® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: ❑ 1. TENANT IMPROVEMENT (STRUCTURAL): ❑ 6 SETS OF ARCHITECTURAL DRAWINGS ❑ 6 SETS OF STRUCTURAL DRAWINGS ❑ 6 SETS OF STANDARD DETAILS ❑ 6 SETS OF ENGINEERING CALCULATIONS ❑ 6 SETS OF ENERGY CALCULATIONS ❑ 6 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 2. TENANT IMPROVEMENT f,NON- STRUCTURAL): ❑ 5 SETS OF ARCHITECTURAL DRAWINGS ❑ 5 SETS OF STANDARD DETAILS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS Ig 3. MECHANICAL, 5 COMPLETE SETS. ❑ 4. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS. 00 BRIEF PROJECT NARRATIVE. REPLACE EXISTING 17 TON ROOF MOUNTED A/C UNIT W/ LIKE KIND. MODIFY ROOF OPENING TO ACCOMMODATE. DRAWING INDEX SHEET X10. Al TITLE SHEET 4152 -M1 MECH. PLAN 2nd FLOOR 4152 -M2 HVAC SECTION 4701 -M1 MECH. ROOF PLAN 1000 -S9 PARTIAL ROOF OPENING 1000 -515 GIRT & MISC. DETAIL SHEET TITLE & Y1 /{ N0 REFERENCE DRAWINGS 1000-A6 ROOF PLAN & DETAILS 1000 -A25 DETAILS 1000 -51 FOUNDATION PLAN & GENERAL NOTES LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS FIRST FLOOR SECOND FLOOR OCCUPANT LOAD BUILDING HEIGHT STORIES HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC ZONE CODE SUMMARY M -2 (HEAVY INDUSTRY (CITY OF TUKWILA) ) 1994 U.B.C., U.F.C., U.P.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. GROUP A2.1 & A.3 TYPE II -N F.S. (SUB. FOR ONE HOUR) 34,639 SQ.FT. 52,500 SQ. FT. 32,457 SQ. FT. 20,043 SQ. FT. FIRST FLOOR - 1602 PEOPLE SECOND FLOOR - 315 PEOPLE 35 FT. 2 BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT 3 SEPARATE PERMIT REQUIRED FOR ❑ MECHANICAL ❑ ELECTRICAL ❑ PLUMBING L I GAS PIPING Y OF TUKW t.UtLDING DIVISION F IB o O V JY' lik ' I o `1 z 9 10 RECEIVED CITY OF TUKWILA 201 . 1 100:, PERMIT CENTER RE414ON BY APPROVED REVISION BV APPROVED 041E AVIZEZAW FACILITIES DEPARTMENT ACCEPTABILITY 7H6 DESIGN AND/OR SPFDIFIGTIDN IS APPRWED APPROVED BY DAZE 9. DITTMAR CHECKED S. R. BEROSIK APPROVED DALE 10 -10 -96 10 -10 -96 APPROVED SUBIIIIE TITLE SHEET ARCHITECTURAL MASTER BUILDING 9 - -150 D.C. L\SE REVISION I SINKS DAIS SKr Al JON NO DK NO 9- 150 -Al nge 1 or 2 option) Nominal motor horsepower (kW) ex usable motor output- hp (kW) Voltage & phase RPM range (Drive 2, 3 & 4 options) o ho (kW) g,. r,1rr Evaporator Blower end -Drive Selection Evaporator Coil Condenser Coll Condenser Fans ecifications - 180 and 220 sizes Two Stage Heating Capacity (Natural or .PG/Propane Gea (at Sea Level) SEP 17 96' 04. 17PM NOREN COMPANY glower wheel nominal die. r< - : - in. (m.n) 5 hp (3.7 kW) *Motor & Drivel .5 hp (5.6 & Net face area -- Nominal motor • - h • (kW) RPM ranee (Drive 5 & 8 options) Kt. ft 1m A) Tube diameter - in. Imm) & No. of rows Fine per Inch (m) 14 (551) 14 (551) Drain connection no. & sizs - In. (mm) fpt 1 (1) 1 (25.4) 11) 1 (25.4) Expansion device type Balanced Pon Thermostatic Expansion Valve, removeable power head Net face area - so. ft. Orr') 56.5 (5.25) total 56.5 15.25) total Tube diameter - (n. (mm} & No. of rows Fins per Inch (m) 20 (787) standard & 16 (630) high 14) 24 (610) - 3 Diameter - in. (mm) & No. of blades Total Air volume - cfm (Lis) 15,850 (7480) standard efficiency - 15,700 (7410) high efficiency Motor horsepower (W) Motor rpm Total Motor wefts Filters Type of Biter 1 (furnished) I Electrical characteristics 208/230v. 460v or 575v - 60 hertz - 3 has 'Using total airvolume and system static pressure requirements determine from blower perfomtanoe tables rpm and motor output required. Maximum usable Out. put of motors furnished are shown. In Canada. nominal motor output is alto maximum usable motor cutout. If motors of comparable output are used. be sure to keep Within the service factor IimltetIone outlined on the motor nameplate. Cooling capacity .e 180 and 210 sizes n >.. .. p • � :.. ,a -� 06 e��r= t; LG =,. ��.C3FNt�i`'x 4 �r�r^7 `}i:;".Ft�7. � n �� . ' . � : i '1ac.?:ri�"'r'Y""A�7.. t � • � ,i. Gross • °ling Capacity -13tuh (kW) 186,000 (54.5) 188,000 )55.1) 212,000162. 3 18 W0 ( 63.9} *Nat Cooling Capacity - Btuh (kW) 180,000 (52.7) 182,000 (53.3) 204,000 (59.8) 210.000 (61.5) Cooling Total Unit Power (4W) 18.6 15.8 22.7 18.8 Ratings *EER (8tuh/Watt) 9.2 11.5 9.0 11.2 *tlntegrated Pert Load Value (BtuhM/ett) 10.5 13.3 10.0 12.3 Refrigerant Circuit 1 9]be. 0 oz. 14.08 kg) 11 lbs. 0 oz. (4.89 kg) -. 7 lbs. -oz. 13.4 kg) 11 lbs. 0 oz. (4.99 kg) Charge C "coif 2 9 Ibe. 0 oz. (4.08 kg( 11 lbs. 0 oz. (4.99 kg) 7 Ibe. 8 oz. (3.4 kg) 11 Ibe. 0 oz. (4.99 kg) Furnished Circuit 3 9 lbs. 0 oz. (4.08 kg) 11 lbs. 0 oz. (4.99 kg) 7 lbs. 8 oz. (3.4 kg) 11 lbs. 0 oz. (4.99 kg( (HCFC•22) Circuit 4. - - - - • • • • 7 lbs. 8 02. 13.4 kg) 11 lbs. Oct. (4.99 kg) no. and size - In. (mm) *Ratings kern testa in accordance with ARI Standard 340350:96'F )35•C) vvtdoor sir temperature and 80'F )27'C) dt1/67 °F 119 °C) we entering evaporator sir; mini- mom externs duct static pressure. (integrated Part Load Va zee rated at 80'F (27•C) outdoor sir temperature. NOTE -Capacity Is not and includes evaporator blower motor heat deduction. Gross capacity does not include evaporator blower motor heat deduction, Gas heating capacity - LGA7 80 and LGA210 sizes 'I ° atRi,x � lig >..... ?' •3'; � �.°,T'r e .. fBGridsed ` � 9bY t. .41Atanda . put ow - Output (low) - Stub (kW) Input (High) -• Btuh (kW) Output (High) - Dtuh (kW) A.G.AJC,GA. Thermal Efficiency 80.0% Gas Supply Natural Connectionsnpt' - In. *LPG/Propane Recommended Gaa Natural Supply Pressure --wc. In. (kPa) .LPG/Propene 'For LPG/Propane unlit a field conversion felt le required and must be ordered extra. Page 10 / Catalog 282 121 1C.16 401 r. 3a1) usable motor output - hp (kW) 4 ) 3.45 (2.6) & • hats 208/230v, 460v or 575w3 • h 888 - 905, 850 -1045 or 945 945 - 1185 or 1045 - 1285 3/8(9.51 -1 (standard efficiency) or 3/8 (9.5) - 2 (high efficiency) 135,000 (39.6) 260,000 (78.2) 208,000180.9) 312.2) 685-905 686 - 905 513.7) 5 (3.7) 5.75 (4.3) 5.75 (4.3) 7.5 (5.6) 7.51381 8.83 (6.4) 8.63 18.4) 22.3 (2.07) total 31819.5) - 3 208/230v. 480v or 575v -301 Disposable, comma el grade. pleated 16)24 x 24 x 2 1610 x 510 x 51) 89.4 244.000 (71.5) 470,000 (137.7) 378,000 80.0% (110.2) 1185 885 - 905, 850 1045 or 945 - 1185 (4) 1/3 (249) 107 77 .7) 11 (2.7) 189,000 13 1- - , x3611 5v.3 •h 945 - - - 045 - 1285 22.312.07) tot r --, 31819.5) - 3 (standard efficiency) or 318 (9.5) - 4 (high efficiency) 3/8 (9.5) -1 (standard efficiency) or 3/8 19.5) - 2 (high efficiency) 20 (787) standard & 10 1530) high 1380 high efficiency 49.5 3 12.2) 136,00011E81 260,000 (76.2) 244,000 (71.5) 470,000 (137.7) 208,000 (60.9) 80.0% 376,000 (110.2) 80.0% 30/1 2 I 1 1/2" VTR DENOTES DIFFUSER W/ FIRE DAMPER TYP 1 1/2" W/ FIRE DAMPER FD /II TYP 3 RE 0 4/111-8 I� 12/12 1 M - 14 1 B /12 FD 205 CFM TYP 6 W/ FIRE DMP 7 "0 TYP 9 "0 TYP 185 CFM TYPE. FURNISH W/ FIRE DAMPER 24 1 "G TO ANU - SL DUCT 60/12 OPENING BOO EL 123' -E" To A�u7 10/10 RH +L -SKW 5 " 3/4" UP TO R-U-10 10/8 2265 CFM TYP 3 1 1/4" 1•T i- 3/4 "GIFT Rl-11 -6 �fl 3/4" G LP TO FI-U -4 1/4" G 30/30 UP TO EF -1 VOLUME DAMPER TYP 40/14 40/14 DN UP TO A -4 ON R0•I 26/16 ON C 140 TYP 4" VTR 28/18 W TO Al - 5 LINED 40/48 SCREENED RR OPENING 14 "0 1 1/2" VTR ,/ CHANGED DUCT ROUTING REVISION RCC.ORp DRAW I NCZ 3" RWL F 6 Pi cZ paoF A G Z14 M,3019 -00 CZ 'SUED FOR CONTRACTOR REV /EkV FOR CONTUINTI SEE SHEET M-9 TYP 3 LP TO 3" RCCF DRAIN IP TO 3" RD BY APPROVED DATE sr.! SLt3 v 411 n(1T q(T DK =� DK DK I ,,; 1, 0 .27•G8 D E F DR - P20Vf,oE 9LAA//!- OFF PC4T� OVER PORT/ON OF 2EG /STE,P TO BE COVERED BY NEW WALL, 3 YP 3 FT 4 55 CFM /FT T FIRE DAMPER RT ER PENETRATION OF RATED NALL TYP 5 REVISION M - 1 8/ FIRE DAMPER ADDED FIRE DAMPE24 RAI4 DELE 76-2_ REVISED ZA FYR, KING CTY C&26'REYIEW RECORD DRAM/ UP TO 4" RD FIRE DW'R M M TYP 5 AT DUCT PENETRATION OF A RATED WALL M 1 L - 12 /SSL/ED FOR CONSTRUCT /On/ DK 5115P1A/15 ReTA/A/e12 rE'R KeCORO PY p5 DK 1 1 2" VTP APPPCV IJ / /•26M iyk 3,28.59 \ 4 4.13,5 5ufi' //•/7 89 A- BM CHORD CROSS EL 123' -S' '� BRACING SEE STRUC'T FROM _59/12 ' L LOCRT'E DIFFUSER VEFT 4 15E \ TO MISS\8TM '- UP TO AHU -S ' CHORD CROSSBRAC 0 N 43 4 1 1 M - 1 3 GAS FLLE TO ROOF 4" 8WL 7� CFM 20 :FM CONTROL P ANELS FOR RHU -1 SEE M-1 1 1M-1 4 3/4" G LP TO 4333-2 /\ NOTE:FOR DUCTWORK d DIFFUSERS IN THIS AREA S RVED BY AWU -2. SEE ET M -I0 1" G HRU -6. d -12 M- 111M -14 PARTIAL SECOND FLOOR PLAN SCALE: 1/8" = 1 ' -0" ❑ AUBURN, WA. 98002 AritZEZAIW oANV O EVERETT, WA. 98201 ❑ KENT, WA. 38031 FACILITIES DEPARTMENT ❑ PORTLAND, OR. 97220 O RENTON, WA. 98055 ■ SEATTLE, WA. 98124 -111 M -13 1 1/2" VTR ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT DATE DRAIN 8Y D.MCCLLNG DECKED D KL CHECKED K.RAMSEY APPROVED K RAMSFY APPROVED T S IM4MYJS 0.11 .85 1/8 " =1' SUBTITLE MATCHL I NE FOR CONTINUATION SEE M -10 8" RWL EL 126' -0" 8" RWL ON P -8 P -9 UP TO 4" ROOF DRAIN EL 127' -0" 6" RWL 1 1/2" VTR EL 126' -4" O O 5 O 10 UP TO 4" ROOF DRAIN TYP 4 10.5 11 .5 5 �1NG 011510 ASONTOB NOTI?XCATION A good faith unrest of theba has been conducted and no sibestos containing Notarial was discovered within thin S 0 5 10 15 (Mit NOTE 1. IN LOBBY AREAS wWEPE FLEX DUCT MUST BE "SNAKED" THROUGH BAR JOIST. CONTRACTOR SHALL FIELD VERIFY LOCATION OF JOIST OPENING PRIOR TO FRBRICRIION OF DUCTWORK. 2.OFF SET SANITARY VENTS IN TRUSS SPACE SO VENT TERMINATIONS ARE MORE THAN 10 FEET FROM FPESH AIR INTAKES. SEE 4-15. 3. FCR PIPING PASSING TI-4YJ FIRE RATED WALLS SEE 4.SIZE DUCTS CONNECTING TO RHU'S TO FIT PARTICULAR UNIT SELECTED. TRANSITIONS PER SMRCNR. CONSTRUCTION NOTES FABRICATE NEW RETURN PLENUM SEE DRAWING SK 758 961014 FABRICATE TRANSITION FROM (2) 20" x 28" NC OUTLETS TO (1) 30" x 24" CONNECTION TO EXISTING DUCT PROVIDE FLEX CONNECTION, SEAL AND INSULATE NEW SUPPLY TRANSITION 20 MECHANICAL PLAN SECOND FLOOR 9❑ - DUOT -Tv 5E 3 nnn V DO, M 1 114 - INSTALL NEW GAS ISOLATION VALVE AT CEILING LEVEL INSTALL CONDUIT AND WIRE FOR ADT SUPPLIED AND INSTALLED SMOKE DETECTOR COORDINATE START AND FINISH LOCATIONS WITH ADT AND ROUTE WITH CONSTRUCTION MANAGER. FOR CH. SAN R VFW PIPING SEE M-4 d M-5 KEY PLAN p ip ; 1111 TLE BOEING EMPLOYEES AACTIVITY CENTER DEVELOPMENTAL CENTER SEATTLE, WA. RECEIVEp CITY OF 7UKWILA OCT 2 1 1998 PERMIT CENTER 0 0 C 0 e&,c RECORD 1 1 1 ,,,47 EMIGROIRS 0786- OR4 W/NG 11 ' ∎ I , SneOL DATE LAST REVISION SHEET M -1 763 D1f - oo# 0 2 G.cNa. 101- I50-4I52 Dc SYM 7" FLEg DucT OA 10/10 ► 4 ELECTRICA UNFINISHED AREA 10/10 14/10 SEGEPTIQN_ ro' ¢ r L' -1I DUGT _ ;J T J ELEV. SHAFT T (0 "0 FLEX DUCT 8" gS DucT LICaHTI.IEL.L_ Co' DUCT 1224 12/8 '-28/12 UNFINISHED AREA 14 /1 C0 10 /10 OFFICE 14 "0 FLEX DUCT MEhl'S LOCKER ROOM 2A 44 '0 14/12 26/12 WOMEN'S LOCKER RM. E LeV ) . (2a- r TOS FOR F12 -2 FL.EUUM SEE (EF) ELEV, 1l'> -O" FI�1. F1.010R M14 ( r) ELEV. 1O7' -O" (REF) 1001 -0° FIN, F LGi7R c�> mqb-0140 REVISION I55uE Foe I MIrS ISSUED FoR cor45TRUCTIonI CHANGED DUCT poirriOca G E:ECOP -D D¢P0,11N C • P LAU- PpoF A/- B oZ DO 0o00 4075 RE V. 7/83 VE6T f5U BY D . DK. fiR OK DK S1.3 Q" CSC ID /i1 , 14 9"9 F LEX DucT 12/12 SYM ,—(..,"45 FLEX VIXT o So -5 REVISION 16 \ 2 ,1 ° FLOoR. — NKLER MAJAJ "gs FLEx DucT (REF) Top of INGAhIDESCENT LIGI -tT FI F.100,5EE EI.EG. OWCis. BY APPROVED DATE / <raeENED opruwra SECTION (- SCALE % Y4 " =j'0" MIOiMI2 SECTION sLE ' %6 ". V.0" M 9IM 12 M11 7 "0 FLEX cum' 4.1 1 SNOW I ❑ AUBURN, WA. 98002 D EVERETT, WA. 98201 B®E/JVG ❑ KENT, WA. 98031 FACILITIES DEPARTMENT ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ■ SEATTLE, WA. 98124 —02Er) TOO pOpp INCANDMGEA1T L16141 FIXTUO.Ff f tcv ELF&• 01405. Rai 012AN B 02 20/12. , 14/12 llo•1,Err, °F DUCT EL , 95Le," 12" ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED APPROVED BY DEPT. DAT VOLUME PAh1P?R A$B SToe NOTXP1C*TSDU f wnwA •�ElM t.. wf 4Ae'#ee19A #wa. 6�w been conducted and no asbestos containing material was discovered within this building. 10.11.85 I2 "0 FeE DETAIL ( 7 1 MI2 M14 SUBTITLE HVAC SECTIONS TITLE BOEING EMPLOYEES ACTIVITY CENTER DEVELOPMENTAL CENTER SEATTLE, WR 5 - SMVKV 9f_TEC.TOR CONSTRIT7TRYNNOTES FABRICATE NEW RETURN PLENUM SEE DRAWING SK 75B 961014. FABRICATE TRANSITION FROM (2) 20" x 28" A/C OUTLETS TO (1) 30" x 24" CONNECTION TO EXISTING DUCT. PROVIDE FLEX CONNECTION, SEAL AND INSULATE NEW SUPPLY TRANSITION INSTALL CONDUIT AND WIRE FOR ADT SUPPLIED AND INSTALLED SMOKE DETECTOR. COORDINATE START AND FINISH LOCATIONS WITH ADT AND ROUTE WITH CONSTRUCTION MANAGER. RECEIVED CITV OF TUI(WILA OCT 2 1 1996 PERMIT CENTER WAS M12: I BIE&C 1 RECORD I ... /0//7 ENGINEERS 1i.;i'` MAN./twill V 4,, LAST REVISION NEST SYMBOL DATE OF !OR NO 70019 DWG NO 109 - 150 - 4152 DATE APPROVED OK KR TS 9.20.85 KR tT 10.11.98 2.21.87 08.08.85 FIRST REVIEW (nc1bo 140 ISSUE FOR PERMITS REV [SID ISSUED FOR CONSTRUCTION R %CORD DiG AWIN(� /SSUED FoR CONTRACTOR REVIEW CA/AA/QE 4 /N /MUM O,4. SET/DO /NT 70 VALL/E SNOW/! On/ D81 • M -3. 0 0 0 VEY VEY LAMMr - 2 ' VTR 1 1/2' VTR EF • • 0 EASE /A/DOOR MOT02 ! !2 . SEE M -3 12 0 0 0 \5J u � / FROM D 3,. pow L— EZ:1 _ c 1/2" VTR ROOF DRAIN (TYPICAL 6 PLACES 1 -1/2 "1TR 000 15 7 By DK DK DK 95 DK KRq /02788 L 1 1 /2" VTR ROOF PLAN 1/16 " =1' -0" /1C FA S/Z 0 0 0 E 16" I.D. GAS FLUE A" ROOF DRAIN ITYPIERL 5 PLAr_GS'� 2P_'ASE FA./ 00 S/ZE,55F M -3 V sN C ! /ss<1ED FOR CONSTRUCT /Oil/ DK \h' /k24 !sue PLANS 0E771/NED F02 PECO2U D ,eECOPD 024W/N DK tg 11•17.89 - iRe,FLP,.F A/C Vie" 74,3011 Std / l / /fi FEvISIDN rP 1 1 i2-- 'ATP AfgrAZEZINW FACILITIES DEPARTMENT AUBURN, WA. 98002 EVERETT, WA. 98201 KENT, WA 98031 PORTLAND, OR. 97220 RENTON, WA. 98055 SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIDN AND /DR SPECIFICATION IS APPROVED APPROVED DEPT DATE C.KEIFER CHEFVED 6 KLOTZ 8..5 CHECKED K.RAMSEY PPROVED K v4FY WOO '1 APPRO SI ED 10 .11.Ba NOTES: 1. FOR AIR HANDLING UNIT (AHU) ROOF CURB INSTALLATION. SEE ARCH. A STRUCT. OWLS. 2. FOR EXHAUST FAN INSTALLRTIDN. SEE DETAIL. 2 M15 M14 3. FOR GAS FLUE INSTALLATION SEE DETAIL 4 M15 M14 ©Y■ MUTTON NOTIFICATION A good faith survey of the'bailding has been conducted and no asbestos containing s•a.•.i.l ^__ Al --- d thi building. ... SUBTITLE TLE CONSTRUCTION NOTES MECHANICAL ROOF PLAN BOEING CRANE MAY BE AVAILABLE FOR LIFTS. COORDINATE WITH CONSTRUCTION MANAGER TWO (2) DAYS IN ADVANCE, NOTIFY MAINTENANCE WHEN UNIT WILL BE READY FOR LIFT FROM ROOF. MAINTENANCE WILL REMOVE REFRIGERANT AND CONTROLS PRIOR TO SCHEDULED LIFT 2� DISCONNECT GAS PIPE AND INSTALL GAS RATED ISOLATION VALVE BELOW AT CEILING LEVEL. DISCONNECT POWER AND DUCT FROM UNIT CLEAR ALL OBSTACLES FROM LIFT PATH. 3. REMOVE UNIT AND CURB. UNIT WEIGHT: APPROX.2600 LBS. MAKE ALTERATIONS TO ROOF AND CURB SUPPORT PER STRUCTURAL DRAWINGS. INSTALL NEW CURB AND A/C UNIT PER MANUFACTURERS INSTRUCTIONS. REPAIR ROOF PER STRUCTURAL DRAWINGS. INSTALL SECOND GAS RATED ISOLATION VALVE AND PRESSURE REDUCING VALVE FOR GAS SUPPLY ABOVE ROOF. CONNECT GAS AND POWER TO NEW UNIT. FABRICATE NEW RETURN PLENUM AND SUPPLY DUCT. SEE DRAWINGS 4152 M1, M2 AND SK 758 961014. 7. COORDINATE WITH CONSTRUCTION MANAGER AND ADT FOR ROUTING CONDUIT AND WIRE FOR ADT SUPPLIED AND INSTALLED SMOKE DETECTOR. �c,\ .0 NO BOEING EMPLOYEES ACTIVITY CENTER DEVELOPMENTAL CENTER SEATTLE. WR. \raG RECEIVED CITV OF TUKWILA OCT 2 1 1999 PERMIT CENTER Deice RECORD / l^ E91�a,IN 17J�0. LY<AW /A/G G- ;— SYWL DATE LAST REVISION .ET M -1 Jn3 C. 763011 -00 { 02 D NC. 109 - 150 - 4701 "P- urLDll c a �© FACILITY DESIGN P.O. Box 3707 SUPPORT Seattle, Washington 98124-2207 Mail Stop: PROJECT P`PlA� P A/ G ,la b 76 - PROJECT NO. FIG. BY , CHECKED BY DATE CD -ID -4Co SHEET I OF X -23771 REV. 4/95 �xrs rrnr, A 5 en ©F U(c.oiiG 9 - /50 /u <j/F A /15w UniT X!S> /' FA4 min6 1u,4s P,..576/2 /4 UM "7" /, )e7 r'rG 2520 poun/J7- pEn �j /1Aw '7 - 9 , 7/4 , 5z- J 0477 uJE/G 212 fo pc) ono-, p - TTA F cA- 7.e+coG , .a — T j QE�ro2� EX/S7 /n6 {e171/46 4 Su�po�� , .5T/J On/ 7: 009 17 ' 96 04: 31911 NORM' COMPANY 7 c LGA unit dimensions - inches (mm) LOAM, 210 .240 UNITS SHOWN WITH OPTIONAL ECONOMIZER DAMPERS, POWER EXHAUST FANS, CONVENIENCE OUTLET, UNIT DISCONNECT CORNER WEIGHTS — Me. CENTER OF GRJWITY — inches Innen/ inammszat_szaimiEsuascarma iiC33:21=111:12111MIENIME128 . I IX IIMEEMEMAHICSUILOISKNIEMECNIEEESISDIES Ltigia666...I.111•11.111EVALTASIIF.111.2..1111141J1E1:111 ni=tEmsas IRESCZIEN=E=ZEZZ=0 .... 100 1314iL Un 54 37 61-1/2 1054 LGA210 13440 Una 62-1/2 1334 37 943 LGA210 0,140. Unit 5242 1334 41 100 LGA240 h. Unit 54-1/2 1334 37-1,2 353 ...to 28.1.8 10 277 8 750 308 770 349 Laiaio 8188. Una 63 1386 .1,2 1029 -Th 690U tiSIESCAragragitari=c.--i- - 1.180 Mac Urt0 dA tag CE / atorsauc COMP Of asuottrr Tra=aglizzi TOP VIEW SASE SECTION OTONAL OUTDOOR AN MOO OITIONOL ROOMMON OMAR. Ws, at Nod Wolof, MAUS GRAM COn0V4037 ORAN ( EXAMAIT Of. ff PPO OffO 115,offy of Mel InosWO Oefolf Aolitaff Offf •NOrE — Info ...no Of owe OrYlotta Appfothfo. EMAYST MOMS TOM -E: °POMO OPTIONAL EVAPOONION C01 InOlo Oar WWI DECC441 IS VOLT MUT MOM OPTIONAL IMITO0011.110.20 WOO. • f rola inilolloP CONDON. COIL WM. Ain TOP VIEW Enn %Tx FRONT VIEW NNW 1r 44 NOTE MOLIAS AA' ra;;;;IInzIall'a Alt 0 . _ . 1'-4" GIRT LINE H 0 1 I 4 TYP P' Ni - FLR 14 AM 9 T i 5 _ L 4' -10 1 /2" 1 I 4 ' 3" 1 9 " OPNG FOR AHU 15 (WT 2100 LiS) VERIFY W/MFGR ALL FRAMING MEMBERS RBA 10 OPENING FOR -14 (WT 2100 LBS) VERIFY W/MFGR ALL FRAMING 1 MEMBERS RB -79 '-2 1 /4" I '-9 1/4" C n OPENINGS FOR AHU-11 b 13 (WT 1200 LBS EA) VERIFY W/MfGR ALL FRAMING .MEMBERS RBA 10 OPNG FOF ROOF SCUTTLE (WT 245 LBS). VERIFY W /MFGR•1ALL FRAMING MEMBERS' RB -10 4 8' -10 1/8" 0 H Molb-0 LID \ /\ /\ /\ / /\ / \ A / \ / MEMBERS RB710 0 H H 2' - 3 1/4 3 ,.-6 1 " 10' -8 3/4" /2 2'-10" \ 2f =7 3/4" 7 71 3' - 6 1 /4 "I H S -8 JS -14 5` 2 1/4" 14' -0 3/44 1 9 " I I 1 n 1 ' -0 "- 3' 4 3,8" � I 2' -1 3/8" 2' - 11 13' -4 1/2 a - aN� OPENING FD EF -1 o (WT 440 LB 1 VERIFY R GR I-2'-2 3/4" 1 J3' - O" i [5'il X 10'- 101/8 "� 0 NOTE \/ \/ \/ \/ \/ \/ / 0 190' -0" 3' -5 1/2" OPENING FOR AHU -8 (WT 640 LBS) VERIFY W /MFGR ALL FRAMING MEMBERS R8 -10 OPENING FOR AHU-9 (WT 1620 LBS) VERIFY W /MFpR ALL FRAMING MEMBERS R8-IC ' -7 1/8" OPENING F01I AHU -7 (WT 480 LBS) VERIFY W/ MFGR ALL FRAMING B MEMBERS R- 4" 3' -11 5/8" :1! OPENING FOR IW -U -10 INT 1360 LB$) VERIFY W/ MfGR ALL FRAMING RB -10 PARTIAL ROOF OPENINGS FRAMING PLAN 1/8" 1'-O" 1. TOP OF STEEL ELEVATION OF ALL ROOF OPENING FRAMING MEMBERS RS SHOWN SHALL BE FLUSH WITH TOP OF STEEL OF ADJACENT JOISTS OR TRUSS FRAMING MEMBERS. 2. SEE SHEET S -8 FOR REMAINDER OF ROOF FRAMING INFORMATION. 0 12' -3 1/2" 12' -3 1/2 "I r.5' 5" �I I 1 I 1 '1 13' -6 1/28 I I ' -2 3/4, 6' -o 1/2'' C 0 ' -0 1/2" 2' -0 1/2" OPNG FOR ROOF SCUTTLE' C (WT 245 LBSI. VERIFY 1 W /MFGR. RLL FRAMING I MEMBERS RB - 10 2' - 8 3/41" / - 1 OPNGS FOR RF�J -6 d 12 1 (WT 2820 LB9 ER) 771 VERIFY W/ MRGR. 1 I ALL FRAMING ' MEMBERS -10 ?> I � I -3' -3" 0 SIM� S- 8A IS -14 1 5" 1 .10` -53/ 1 ' - 2 3/4' 6'- 10 OPENING FOR AHU -5 (WT 2820 LBS) VERIFY W/MFGR. ALL F8RM1NG MEMBE S RB -10 0 1 NQTES: SEE DETAILS ao /4r ANo 1 A. F R._ 12.00F CURS I _FELoc.A EX15T SAM 6 JEOPARDIZING EXIST SEAMS ar. ADD NEW MEMSE . RECEIVED CITY OF TUKWILA OCT 2 1 1995 PERMIT CENTER 4 0000000 - o 0 0 0 rr/o�. ''KA KEY PLAN H 4. $U.K clean loin n. 'e WA-5 5 -$ A EMGINIUM o © !sloe 7(,30 9-0o C I qw £YM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE THE ASP FACILITIES ❑ AUBURN, WA. 98002 COMPANY r E VERETT, WA. 98201 ❑ KENT, WA. 9 8 0 31 DEPARTMENT ❑ PORTLAND, OR. 97220 ❑ R E N T O N, W A. 98055 ■ SEATTLE, WA. 98124 �'P� ' 1 ' e• y :• <a A. ,�� '2951 to 'OFCisIt�ED S) onnc o ACCEPTABILITY THIS DESIGN AND/OR SPELIFICRTION ISAPPROWM M C`1 SUBTITLE PARTIAL ROOF OPENINGS FRAMING PLAN LAST REVISION SYIBOL DATE 1 ISSUE FOR PERMITS SR PK 9.20.: CHNXED W.E. MOOR SHEET A C , J OF A ISSUE FOR CONSTRUCTION SR PK TS 1 o 11 . B • RPN20VE0 BY DEPT DATE FN S G.E. MRNSELL T E30EING EMPLOYEES ACTIVITY CENTER DEVELOPMENTAL CENTER ER SEATTLE', B RECORD DRAWING SR S_ PK'FTS,‘.2.21.8 MECKEO RRNGARRM G R EP"Cg t�F AIC Jos' - ?(0 3019 -00 gr'Fb lo.091, S. APPROVED P W KOSTENIUK 1PT� S IMMONS l.e 10.11 =_ Joe No. 84021 EXPIRES t2/z5 /q'I OG No. 109 - 150 -1000 1'-4" GIRT LINE H 0 1 I 4 TYP P' Ni - FLR 14 AM 9 T i 5 _ L 4' -10 1 /2" 1 I 4 ' 3" 1 9 " OPNG FOR AHU 15 (WT 2100 LiS) VERIFY W/MFGR ALL FRAMING MEMBERS RBA 10 OPENING FOR -14 (WT 2100 LBS) VERIFY W/MFGR ALL FRAMING 1 MEMBERS RB -79 '-2 1 /4" I '-9 1/4" C n OPENINGS FOR AHU-11 b 13 (WT 1200 LBS EA) VERIFY W/MfGR ALL FRAMING .MEMBERS RBA 10 OPNG FOF ROOF SCUTTLE (WT 245 LBS). VERIFY W /MFGR•1ALL FRAMING MEMBERS' RB -10 4 8' -10 1/8" 0 H Molb-0 LID \ /\ /\ /\ / /\ / \ A / \ / MEMBERS RB710 0 H H 2' - 3 1/4 3 ,.-6 1 " 10' -8 3/4" /2 2'-10" \ 2f =7 3/4" 7 71 3' - 6 1 /4 "I H S -8 JS -14 5` 2 1/4" 14' -0 3/44 1 9 " I I 1 n 1 ' -0 "- 3' 4 3,8" � I 2' -1 3/8" 2' - 11 13' -4 1/2 a - aN� OPENING FD EF -1 o (WT 440 LB 1 VERIFY R GR I-2'-2 3/4" 1 J3' - O" i [5'il X 10'- 101/8 "� 0 NOTE \/ \/ \/ \/ \/ \/ / 0 190' -0" 3' -5 1/2" OPENING FOR AHU -8 (WT 640 LBS) VERIFY W /MFGR ALL FRAMING MEMBERS R8 -10 OPENING FOR AHU-9 (WT 1620 LBS) VERIFY W /MFpR ALL FRAMING MEMBERS R8-IC ' -7 1/8" OPENING F01I AHU -7 (WT 480 LBS) VERIFY W/ MFGR ALL FRAMING B MEMBERS R- 4" 3' -11 5/8" :1! OPENING FOR IW -U -10 INT 1360 LB$) VERIFY W/ MfGR ALL FRAMING RB -10 PARTIAL ROOF OPENINGS FRAMING PLAN 1/8" 1'-O" 1. TOP OF STEEL ELEVATION OF ALL ROOF OPENING FRAMING MEMBERS RS SHOWN SHALL BE FLUSH WITH TOP OF STEEL OF ADJACENT JOISTS OR TRUSS FRAMING MEMBERS. 2. SEE SHEET S -8 FOR REMAINDER OF ROOF FRAMING INFORMATION. 0 12' -3 1/2" 12' -3 1/2 "I r.5' 5" �I I 1 I 1 '1 13' -6 1/28 I I ' -2 3/4, 6' -o 1/2'' C 0 ' -0 1/2" 2' -0 1/2" OPNG FOR ROOF SCUTTLE' C (WT 245 LBSI. VERIFY 1 W /MFGR. RLL FRAMING I MEMBERS RB - 10 2' - 8 3/41" / - 1 OPNGS FOR RF�J -6 d 12 1 (WT 2820 LB9 ER) 771 VERIFY W/ MRGR. 1 I ALL FRAMING ' MEMBERS -10 ?> I � I -3' -3" 0 SIM� S- 8A IS -14 1 5" 1 .10` -53/ 1 ' - 2 3/4' 6'- 10 OPENING FOR AHU -5 (WT 2820 LBS) VERIFY W/MFGR. ALL F8RM1NG MEMBE S RB -10 0 1 NQTES: SEE DETAILS ao /4r ANo 1 A. F R._ 12.00F CURS I _FELoc.A EX15T SAM 6 JEOPARDIZING EXIST SEAMS ar. ADD NEW MEMSE . RECEIVED CITY OF TUKWILA OCT 2 1 1995 PERMIT CENTER 4 0000000 - o 0 0 0 rr/o�. ''KA KEY PLAN H A 41121 1,1NS T0,s, EL 1341-0 �2 g2 1 /2l.I.H (4.2) T5 2 , (2 (4 -2) I VA ()/JA)IC L 4x4 (4-2) C- 8(4.2) X 14" ? /ICS , 2.1e, Vi 2.1$ TO 5L 125 -IO" TYP\ /IG 1q.4, a' 4 3 EL 00 k - 3 i 107 .2" (2)3/4 5 BCNf END OP EA 44 TYP 5,0.5 EL 101 -0" at E�y GON uRO,, 1__,4 �r>k 5 SEC ?ION — (2) V4 A326F ibovre L4 % 3 %x5 /I6 ?YP O N LN D(P h f� 3 /Ifs ENP Ft. 1/4 )c5 G 4.3 111 = 1 I- D 11 1" = 1 1- O° 5 5 5= q, -14 5.10, 5.12, h -16, 'YMM VAR 1:6 4- y 1 (r 2 ' -ol — (yEE 5.011 � FIN FL. 61. 100 -0 PIZQ E I4V 3 /1 & 3/16, k2 .1E, 3 /1G P 2 i t. 3 n M1;Tal. j�'cLK ,1/1101,> T5 2 x 2 3� TN (/10 I� 2 -12 l:1 EI.122 23/41 NOTE 2 5:1' GONIi . 555 5 -1 5 -12 POR COL. GON N 51.5E WI-13123 so* 5 -14 - f2 61112 5 I 5.12 5 G -1 261 -2 w-r x 40.v 1.3 1 411 TYP 10/ • ON e. G3 R 3 1 /4" PACE OF (2 U 2 ',0 x4' WELDED G wA11 WEAv 6925 % TU 0 5 ADED 5- 04. i / - 1,11./E 01AT 4" I . 4 G( TOh, 51. 114 Re - lo 215.11 e DOOR DPN6 ONLY DETAIL- 1" = 1'- O , L 5 x3% V4 x0 L-1-1/ W/ HOLES e- 3 CI /4) I/ r O GG,,SP�ND R met 1nr P.I�D g opriG 6E0 5.1oZ5- P4 I/2 "0 „PANhloN 01.1 6 MIN, OF Th opEL PIN PLR 0 F L A , 4 w peiz/ 1 P014 ( EL 100 -0" _ __ 2 DRAIN 40 E'q kocA w IN (L0 \ i 0 612E 0 r c, -3 NHERE f � OP 1 G 10 PIN F I. R G- W/ SECTION' 1 % 1'• oil 6do)6- 615- 115' - 5- 915 -14 •(0,5, EL 10,,2'•50 Grl Fri 2 METAL DECK (2) - A525 P IPOL h, YP 0 5, 1 1/20 I' a G 3/16, 3/IG 4. Vf&t'2.12 3 /1Co 2.12 tib--01q6" 3/16 R3 .5 7 -4 SECTION On _ SGTION 1° - f - 0" 1 OPP ND 61.00 V4 " /FT 0" S AID '13.' 1 ®ARID R4.5 OR R4-7 - T06.EL. , i- 12 '-elo — TOh, 5L 115 WA - 3 DEL SECTI 1" = 1 ' - O" 5 -6,5. 1 015.14 ft =1 2 DECK F01.'rh tOrAL -) TYP EL 122' - 2 G •3 9, 116 , V - •/4x10%1 a O N C-, w o11s (2)1/ " STIFF Ft5 � 16 ore Th 12x4 LT5 3 A A5,0,6, eL 102 -(o GONT L4x3 %0 PAAI?4 G7K ON C-0 col,. -- l �� a=Ed 1 SECTION I" 9 1 - 1550E P 1,71 p FOR REVISION C Raol gco0 Ale ..oe 0 74,zo/q_a, DD saw W7E V. 710.3 2 DATE SYM .20, 85 10.11.85 15.21. _ ID dp , 9l. REVISION APPROVED DATE B®EZAW FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE NE ' W.E. D MOOR ENGR APPROVED x3dI /4 %O1-4$ 311ME DEG« / A32M0115 15. 3 /Ili I\ <1,06 3 /1AV - Ex-r E ME SSR mmg QI D ay� 015T 0 CHORD vARI fc6 ti5E FLAN NOTE FOR 13ALANC0 OF GALL 00 ?5, 565 5•A15.1 SECTION 1" * 1 I- 0 11 , / < <61" x04 ?OTAt) t_ o 221 � W.1.� 3 /Ito ►/ < 44 y/ GTadNT"5 -10 0111325 P \ /4x 0 1 414" 712065 CHORD 5 5 . 8 6,1 5. 14 5 -10 h -4 TITLE GrIR? 'r0. EL LINE wt 47 W1.4 2" M PECK W 21/1. COW Tore 4 ` 217 " v 113 -01 5/9 ,11 OA4 OD 10��2 SE.CT I ON RA -2 NOT p� 1 FOR 0 G5 OF eag- 5• , CITY OE OCT 2 ' 1996 PERMIT CENTER NOTO POR f4ALANG' OF- 041.00 - r - r , 5E5 50•12 _1.1[2 E L-5.v ' *r V 'I oN .VVV 1 = f 1- O" 2 5 -14 DOEIN6 EMPLOYEES ACTIVITY CENTER DEVELOPMENTAL CENTER SEATTLE , WA. x017a '. _ O`l pI?ON - r ■BE&C • fzemace G S I0.1O WAS 5 !ENGINEERS i . o,3 ?r q -vim 96 UBTITLE _ GIST MI5C ��► AIL5 - UST REVISION SYMBOL SHEET JOI NO. 04021 DWG NO 1 01 - 150 ' WOO DATE Of w oel 4A-VS7u. 1 1 -:. 4'41 r'ICAL SCAL.S. x2x L 115 5' EL I 55 4x 17 4- P' — 5pacte11ye) a.. -wiu 100 pier JEL.i.5 - 1414.44r - ;t25.sec*,a4-1., - 11 v x 1 • A_ 0F4 ?Arm: - Nor PrTA712 LA[71)tR r17.1=r6TAI. 1;1,1L1."-g151r ROOF EXHAUST DETAIL • 3/4 (HOT STACK) 1AG 54M c - _ K.714. % IOV - go AO _ kfo P.Co T \NOMA T ROOR BILEPABRANI /3,USC tro-„,-.7,Firrgeat STAIASTEPADAISPAENT 75 1.A.\1N Nic-r it; scAi-E. A ROOB DRAIN BODY riacre.H sirDN 174 --4- 1.0 Cy\ . CIALV. - _ ‘2C, 1 -0 41■1101M■IN JIMMIFYLASIBING RIND / =UMW — SLEEV c.1..irt'erz. 11 (2DN I/ A8,. ->e-a A-a, 5-7 s-e. For- PleOsrVt, ceeis 14/Mr.c.kl Ccivigrti C8X1t.‘0^C s1401,INCN .rielx\L oe;or- - r - reff REVISION IsiI.r?1 FOR Nif-c MANUffActUre..tp GLAV/ZZ • - rc14-11.47 C2F - art -ro 1-1-r Roc2e I t.c6/7Fiki 4 c.ANT T1 A, 2s 1 weL.o. 0.1 1J' C O 4x4 )045 . coN E 5 x4 x Cotslt.. ,ANGLS @,A1-1U rt4441. Lr (7,1 Arr Liteve. 1 'row 4-, .7y171 GAL rsac)*- GL-11,1"71 / 2.. - -1-o" "14512aKwee AC AG DATE 1161-1V1.7 2. I die 5ct, 2o • 10 1 ki.J (roc GrA.IN) (TY f?) ft1044' sc AA Fofz AL PLAN pAcKAar.. 417 E., AV G FACILITIES DEPARTMENT scurres." ROOF PLAN - 11(1 0 AUBURN, WA. 98002 EVERETT, WA. 98201 D KENT, WA. 98031 0 PORTLAND, OR. 97220 1=1 RENTON, WA. 98055 • SEATTLE, WA. 98124 MMWM ST ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE DATE SUETITLE 5•I IE. 5C.Urract. 0 0 0 0 (1) - rovicAL —2: icAL 1 P2,0, taa.a. 61;Niz folone ,Fiz. IcE.TNT 0 s pet: A IE:COF PLAN 4 1:DETA•ci L. FOR REFERENCE ONLY FACILITY DESIGN SUPPORT BY S BERosiK DATE 1 0 10 . 96 1. fc::%0F1 c-trerD - " -ro it' kr kao-1 ro N 1 --ociM r2v.AIN5 cpri !Girl ItA:r Al Kie.a.a.a.s C'Et nJe.. - r•Ig.L.14 - fLJRAL., SI E.a NAe BE&C ■ ENGINEERS M. TITLE. JOBE EMPLOYEES ACTIVITY CENTER 'DEVELOPMENTAL CENTER L SEITTLE WA. , ' ' SHUT ciTy OCT?'1.'?9F.: PEAMITCENTER 7 GLAIL; rok-ILJ l'AuJ n k _LA L 14./11-11NQ otf_c r I' Al GA5 _ [-- --- 1 •11111MN:5 1 1 1.11.1.11"1"1 No, 1 ir-IsLILAcriot-J - see r IllscH FOPP c)=-1 FtN Rac.c)129 P, 221.87 LAST REVISION DYM DOL DATE et)4c 2.1 DWG NO. Io - I°I_AN /SECTION 3 11. 11 QI I D0 0000 4075 N.V. T/B.T lo PL- AN/SECTI ON 311. ILO'/ Ik1! 1 ' P HAN2 RAIL �� 6,IQA45 - ?1i � 1( RAIL I / I cvpikire . SIC 'r • 1�j1 , B 2 SECTION e KuNNING m kCK. 2d1:2. GRA5 ,�IeALe 3 FLoole_ A-5 5 13fe�•�ICEr 33 SEE IETAL 00 THE +SHEET I N7EMM (ZAI DETAIL 3 WIDEX e eAa T W - TOCOWMN G RA15 IeAILL Ie=-•DI Lib ecee TO MA ?G1 ales RAIL. - 2 HOUR. WALL it1/42; 2) D. GRAS leINI- erACKET 5-3 INTERMEDIA PAILS TF�L PROS I rile ma? rlal atL _ P -0N 5BCTION o COleNNER DIMENSIONS SEE DETAIL_ 3 $ G THIS CHEST- 2. HOUR. WALL 2 1 I•D• 6RA,B RAL t3.FacKE, 5-3 Q- SM.: C.OWMN3 13Rfrc< - r 5.2 p _ HPNGERe ISIRACIT E.1 R ALL C5 1 em PLAA - r x012 DIMENSIoN6 45E5 ENLARGED DRAWING ALOVE 21X2J>C4 STL INT RreieoIA•rE VEIerK.A,L. rver S iO O" O,c -AN 5 -0" prrw N 'COLLIMH EKTgRIOR 51 2'X2>ckc "T}iIGK' Ie/Nue, WeLO 'T0 VEIerICAL FcrersAND cculmH OTYP erACING 'INDICATED. FINISH FLoOIQINS As SCHaDUL.ED•' MIL CONOIKETE SLAB METAL. DECKING. I SEE .6TRU AL'DIeAWINE,3 Foie. , eIZ,SS CONNC-CnoNS _. OF. 6 1eAL_-6UPFOk1� a A- -5 IA•2 SE_cTON 1XzY =1 =00 A7, I A 5 UN IRLJNNING 11eACK -N0 FAIL. �T(l� A A�215 311" 1! p AWEZAW FACILITIES DEPARTMENT 6'TIML COLUMN �+ GIRT, 5E 14'�L TYI° VEe6fCA.L _ JOINT® I°ANELS, 'TV? METAL SIDING PANED__ I EX N 1 M or GASKET • mqbOI'4O G SECTION r c0L, 5ASE IN GYM. 5TL COL: WEB _ • • 20 GA•ALUM j'"Telr EA= RIDE VENT ? eA e _ cEDP., bLCa<JNa, 5ETW1 =EN• • FL ANG 6E�11RE 'THIF 1 � cZuN'T@ INK HEAP; TIT? HDWD• •• FloORING e e Em vAlvle 5AeR1EIR _- 1=x eiON _ • AMA. r __ DQ ANSRON JT• 'LANG SLAB .. A 11 LCFIICT FIRE SAFING IN5ULA11ON N L. W/ MErAI DECK NEB 5 M HANICAL FISTENERe; W 2� 4 WASHER AS REGD writ) 6ACel -FORMED ME'.TAL. 61 DINe A- Temp fiAIeDOO D oN*6 owls 2'b61Ad ° MeTAL+' - ¢tUD5 219 0 0., CUT 1 t "X 24 GA: _ AZ'6MF PING eomeNS D o NOT t._. I r4tame HAm PA,1rI• eoi-11.91.11-ED • M N b ETAL6D5® i d'0 C. .ALIGN FACE OF GWI3 W/ FACE OF • FOUNDATION WAIL L.3 'I X*CG I ,X 3 _ 1 M—I:LTD GIR -B"OZ -1 r (T. P 2 -NOUN WAl-1 -At-5o ' G EIIRT PJN M2 J.. 6IDINd I -r FL- 6EGTION 3 21 ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR.. 97220 ❑ RENTON, ,; WA. 98055 • SEATTLE, WA. 98124 GALV'dr=ELTRIM, MATERIAL q• FINIZH I To MATCH SIDING 1$NNEL• =4. ECTRUDEP ALUM T2IM w /of V� IR FY WITH 50IN4 mismai T_ SHAPES STANI�IeD IZI M e i5 N sc.,Le. VE1@IF =.f r' ACTUAL DIM 5 /8n APPROVED S A- A-25 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. E< RUVED AL.IM•712IM (GASKET N BC TreUDED ALUM- TRIM (61f®KET NoT SHOWN 2 DATE DRelM SECTION eu.1L0J FACILITY DETAILS SEG.i7QN 0611011 RECEIVED OCT 1 1199i; A11 A. .I 22:2 e, 12207 .91(A1J Ih1*5 LAST REVISION SYMBOL GATE .1-25 JOS N0. .64471.1 DWG NO. I Iv . 11b12. WOO • FOR REFERENCE ONLY/ DESIGN SUPPORT BY S. BERGS I K DATE 10.10 96 I SUBTITLE BOEING EMPLOYEES ACTIVITY CENTER DEVELOPMENTAL CENTER SEATTLE. WA. �• GJ ' I .(TreUDEP AL JM ' COPING w /QAel<ET SEALANT 220A CAW' STE E_ 00pNT I FLASHING SAW KE-IeFS eri I,�lacrc,F� PANEL • BLIILTUI ROOFING INTE3eLOCKING 5 FLASHING I IID IN6UL(CAN1, 8HIk — zX2' 4.: TS -0 G•B e-20 1 I NeULATDN FOR, FIeE• FORMED, I NSULATlV METAL JIDIN61 19% (71?) 13 11 A 5 e coLUMN Y4 ?EMI? HARDeONcD, 5 /6GINe 4. METAL SILOS 16'0.0- R 11 , FieeK9L O LtATT INeUL• SEE ETRUC'TUIeAL FtDIC BENT PLATE I7 A/hl¢ Frei M u v 0 pAeKer CONC. FOUI 6�N FD BC"rEI�IDR IFNI51 1 ,(T1R; SEE 61RUCTURA.. DRAWINGS F ANC/- R BOLTS l4 HPIeG ScARP M • veN 0 I0A9 B 'TYI° HDWD F LCORING 6YIBTEM - HDW2 FLOOR Y2 eXT PL /WOOD SLEETEKS I2 "O•C• ON 'r<83/LENT FADS" VArorz EiAvCCIER 2 ©GFAN61ON +SPACE � N / JOINT nV • ---- 'rYl° FIN. GICADE G MIL VAP02 MAreRIES ?URN Ur E5'4 0 WALL FERIMET5 INSULATION E 3 i SYR 2 A P. FOR -4 d PC - 4T 15" RIDE GRADE BEAM 15" WI 10'-7 1/4 END OF CURB PC -4T S -1 S -18 -4 18" WIDE GRADE BEAM 15" WIDE TIE BERM TYP. U.O.N. TYP. FOR PC -3 d PC - T 3 7' -9 1/2 ' -3 1/4. YP. FOR - 2 d PC -2T 1 PC -3T TYP. FOR @ GRIDS PC -2T PC- 3T PILE C '1 ' THF31 PC-3T 15" WICE GRADE BEAM EDGE OF CURB PC -4 PC -3T1 / PC-4 CBI � 1 `��� 6 s - 1 s 3 ` ` ��I -, �II1� 6" CURB ENO CUJRB . PC -4T PC -6 PC -4 PC -6 PC -4 6' -7 1/4 6'-9 1/2" REVISION FIRST REVIEW ISSUE FOR PERMITS ISSUE FOR CONSTRUCTION RECORD DRAWING 1Y61JE FOR LIMIiJMC .1E ( Re' / 0 0 TYPICAL 10 PL S -1 ,S - 2 END OF CURB 1 ' -3 1/4" PC-3T PC-3T PC - 3T 1 '-3 1/4" rnc1e a r PC - 3T m io 6 6" CURB 10' -7 1/4" END OF cut cut PC -2 15" WIDE GRADE BERM PC -31 PC -3T BY WANED DATE TM SR NEM !� SR PK CMG 5 SR PK TS C SR £g. ` TS ; R S- * 0 0 0 0 0 uu , uu 9" P -3 PC -4 ��� 6 -9 1/2. END CLRB� 6'-2 1 /4'J 3' -9 1/2" 10'-0 1/ 4" 6' -7 1/4 1 ' - 3 1 /4" 9D NOTE: TOP OF PILE CAP ELEV. 98' -6" U.O.N. TOP OF GRADE BEAM ELEV. 98' -6" TOP OF TIE BEAM ELEV. 98' -6" FOUNDATION PLAN _IV2lJS GaNTgFTbR SE.V1e4/ ISSUE POP. 51 4. ELCtS A I O %COR D D RAWINl4 1O' -0 1/4" - S -2 3' -9 1/2" 6' -2 1/4" se s2 s2 APPROVED Pry SITE I0.2ZSe 1.25.89 PC-3T 6 m 6" CURB WALL PC -2 PC-3T 0 0 0 ' � 0 10 . 11 11 • .5 ❑ AUBURN, WA. 98002 THE BOE //VG COMPANY ❑ EVERETT, WA. 98201 ❑ KENT, • WA. 98031 FACILITIES DEPARTMENT ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 GENERAL STRUCTURAL NOTES CODES AND SPECIFICATIONS A. UNIFORM BUILDING CODE - 1982 EDITION B. AMERICAN NATIONAL STANDARDS INSTITUTE - ANSI A58.1 - 1982 C. ACI 318 -83 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE D. CRSI MMLJAL CF STANDARD PRACTICE - LATEST EDITION E. RISC MANUAL OF STEEL CONSTRUCTION - EIGHTH EDITION F. AWS STRUCTURAL WELDING COOS - ANSI /ANS D1.1 -84 DESIGN CRITERIA A. WIND LOAD - PER UNIFORM BUILDING CODE 1. BASIC WIND SPEED = 80 MPH 2. EXPOSURE C B. SEISMIC - ZONE ND. 3 PER UNIFORM BUILDING CODE V = ZIKCSW = TOTAL LATERAL FORCE AT BASE BRACED FRAME Z = 0.75 K = 1 .0 CS = 0.14 C. ROOF LIVE LOAD SNOW LOAD = 25 PSF PROVISION Fat SNOW DRIFT WAS BEEN MADE PER ANSI A58.1 -1982. D. FLOOR LIVE LOAD (NO LIVE LOAD REDUCTION APPLIED) 1. SLAB-ON- GRACE: 2. SECOND FLOOR: 3. STAIRS: 4. TRACK: E. SOILS DATA MATERIALS 100 PSF OR 4.0 KIP CAPACITY FORKLIFT 100 PSF (INCLUDES 20 PSF PARTITION D.L.) !CO PSF 100 PSF 1. REFERENCE: "REPORT OF GEOTECHNICAL INVESTIGATION, PROPOSED BOEING EMPLOYEE ACTIVITY CENTER. BOEING DEVELOPMENT CENTER OXBOW PARKING LOT, SEATTLE. WASHINGTON" BY CONVERSE CONSULTANTS DATED JULY 23, 1985. 2. 16" DIAMETER AUGERCAST PILES SHALL EXTEND TO A TIP ELEVATION OF MINUS 15 FT AND PROVIDE 50 KIPS DOWNWARD AND 30 KIPS UPLIFT CAPACITY RESPECTIVELY. 3. HIGH STRENGTH MORTAR MIX SHALL DEVELOP R MINIMUM F'C = 4000 PSI AT 28 DAYS AND SHALL HAVE A MINIMUM CEMENT CONTENT OF 10 SACKS /CU YD. 4. SOIL ENGINEER SHALL MONITOR RLL FOUNDATION CONSTRUCTION AND EARTHWORK AND DETERMINE THAT ALL THE DESIGN REQUIREMENTS ARE FULFILLED. A. STRUCTURAL STEEL 1. STRUCTURAL SWIPES AND PLATES :HALL BE ASTM A36. STRUCTURAL TUBES SHALL BE ASTM A500 GR. 8. 2. RLL FABRICATION AND ERECTION SHALL COMPLY WITH RISC SPECIFICATIONS. 3. SHOP DRAWINGS OF ALL STRUCTURAL STEELWORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE FABRICATION. 4. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PAINT. SURFACES TO BE EMBEDDED IN CONCRETE OR FIELD WELDED SHILL NOT BE PAINTED: 5. SURFACE PREPARATION FOR PAINTING SHALL CONSIST OF RUST AND SCALE REMOVAL BY COMMERCIAL SANDBLASTING. SURFACES TO BE PAINTED MUST BE DRY. FREE OF DIRT, OIL. GREASE. OR OTHER FOREIGN MATTER. B. STRUCTURAL STEEL CONNECTIONS 1. ALL BOLTS SHALL BE ASTM' 8325 UNLESS NOTED OTHERWISE. INSTALLATION SHALL BE IN ACCORDANCE WITH RISC SPECIFICATIONS. 2. ALL HIGH - STRENGTH BOLTS ASTM 8325 SHALL BE FRICTION -TYPE CONNECTIONS WITH LOAD INDICATING WASHERS, UNLESS OTHERWISE NOTED. 3. ALL ANCHOR BOLTS SHALL BE ASTM 8307 OR A36 UNLESS NOTED. 4. COLUMN ANCHOR BOLTS TO BE FURNISHED WITH TWO HEAVY HEX NUTS AND TWO WASHERS EACH BOLT UNLESS NOTED OTHERWISE ON DRAWINGS. 5. ALL WELDING SHALL BE AS SPECIFIED ON THE DRAWINGS AND SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH ANS AND RISC SPECIFICATIONS. ELECTRODES SHALL BE E -70 SERIES. C. CAST -IN -PLACE CONCRETE 1. CONCRETE FOUNDATIONS AND WALLS SHALL DEVELOP A MINIMUM FC' = 4000 PSI AT 28 DRYS. 2. CONCRETE FLOOR SLABS AND SLABS ON GRADE SHALL DEVELOP A MINIMUM FC' = 4000 PSI AT 28 DAYS. 3. DESIGN MIX FOR CONCRETE SHALL BE SUBMITTED TO THE ENGINEER FOR APPOVAL PRIOR TO CONSTRUCTION. D. REINFORCING STEEL 1. CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH NCI- 318 -83. 2. REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL COFORMING TO ASTM 8615 GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. ALL WIRE FABRIC SHALL BE SUPPLIED AND LAID IN FLAT SHEETS AND SHALL BE CHAIRED TO PROPER POSITION IN SLAB. 4. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR PLATES. ANGLES. ETC., IS PRCHIB°TED EXCEPT WERE SPECIFICALLY APPROVED BY THE ENGINEER. 5. LAP ALL 8RR9'A MINIMUM OF 48 DAR DIAMETERS UNLESS OTHERWISE NOTED. ACCEPTABILITY MIS DESIGN AND/OR SPECIFICATION IS IMPROVED APPROVED BY CEPT DATE M�I SLHTITLE 6. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEOURTELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DRAWINGS. THE FOLLOWING PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED: MIN COVER (IN) (A) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 (B) EXPOSED TO EARTH OR WEATHER n5 THROUGH *18 1-1/2 (C) NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND SLABS, WALLS 3/4 E. METAL DECK 1. 3" DEEP - 18 GAUGE ROOF DECK SHALL BE SECTION 21 AS MANUFACTURED BY H.H. ROBERTSON COMPANY OR 8PpPpRR0pVED EQUAL. WITH GALVANIZED FINISH PER SPECIFICATIONS UNLESS OTHERWIISE NOTED. 2. 2"-CL -99-20 GAUGE FLOOR DECKING SHALL BE AS MANUFACTURED BY H.H. ROBERTSON COMPANY OR APPROVED EGURL.'WITH GALVANIZED FINISH PER SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL PROVIDE THE MISCELLANEOUS STEEL FRAMING REQUIRED TO SUPPORT THE METAL DECK AT THE COLUMNS. BRACING. OR ANY OTHER INTERRUPTION. 4. THE METAL DECK SUPPLIER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED DECK LAYOUT, WHICH SHALL INCLUDE TFE MISCELLANEOUS STEEL SUPPORTS. 5. FLOOR DECK FASTENING: FASTEN TO ALL TRANSVERSE SUPPORT WITH 3/4" DIAMETER PUDDLE WELDS SPACED 12" ON CENTER ACROSS THE WIDTH OF THE PANEL (MINIMUM 3 WELDS PER PANEL). 1 1/2" TOP SEAM WELD SIDE LAPS OF ADJACENT PANELS AT 5' -0" ON CENTER. FASTEN EDGES TO PARALLEL SUPPORTS WITH 3/4" DIAMETER PUDDLE WELDS AT 12" ON CENTER. 6. ROOF DECK FASTENING: FASTEN TO ALL TRANSVERSE SUPPORTS WITH 3/4" DIAMETER PUAOLE WELDS SPACED 6" ON CENTER ACROSS THE WIDTH OF THE PANEL (MINIMUM 7 WELDS PER 36" WIDE PANEL). 1 1/2" TOP SEAM WELD SIDE LAPS OF ADJACENT PANELS AT 24" ON CENTER. FASTEN EDGES TO PARALLEL SUPPORTS WITH 3/4" DIAMETER PUDDLE WELDS AT 12" ON CENTER. 7. MINIMUM BEARING SHALL BE 3 ". F. GROUT NON- SHRINK GROUT SHALL BE EMBECO =636 BY MASTER BUILDERS. OR OTHER APPROVED EQUAL. G. OPEN WEB STEEL JOISTS SHALL BE OF SIZE AND TYPE AS NOTED ON CRAWINGS AND TO CONFORM TO STANDARD SPECIFICATION AS ADOPTED BY STEEL JOIST INSTITUTE AND AMERICAN INSTITUTE CF STEEL CONSTRUCTION. ALL NECESSARY BRIDGING AND FASTENERS SHALL BE FURNISHED WITH THE OPEN WEB STEEL JOISTS. H. MASONRY 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CONCRETE UNITS CONFORMING TO ASTM C90 GRADE W WITH FC' • 1350 PSI. 2. MORTAR SHALL BE TYPE S WITH MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. 3. MASONRY GROUT SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF FC' = 2500 PSI AT 28 DAYS. 4. GROUT SOLID RLL CELLS CONTAINING REINFORCING AND EMBEDDED ITEMS. 5. MINIMUM REINFORCING: =5 @ 4'-0" 0.C. VERTICAL. =6 Q 3' -4" 0.C. HORIZCNTAL.UJSE 111 =8 @ BOND BEAMS. PROVIDE (2) *5 VERTICAL AT WILL ENDS INTERSECTIONS 8ND CORNERS. PROVIDE p g X 6" COR IN OUTSIDE FACE TO MATCH HORIZONTAL REINFORCEMENT, AT CORNERS RND INTERSECTIONS. AT ALL WALL OPENINGS PROVIDE =5 X FULL WALL HEIGHT VERTICLE EACH SIDE. =6 X OPENING WIDTH . 5' -0" HORIZONTAL IN BOND BEM) SILL UNDER AND IN LINTEL BEAM OVER. PROVI DOWELS FROM CONCRETE FOUNDATION TO MATCH VERTICAL WALL REINFORCEMENT SIZE AND SPACING. PROJECT DOWELS 2' -1 ". LAP VERTICAL WALL REINFORCEMENT 30 DIAMETERS OR 2' -0" MINIMUM, LAP BOND BEAM REINFORC KENT z' -6 ", STAGGER SHOW SPLICES 6' -0" MINIMUM. UNLESS OTHERWISE ON DRAWINGS. 6. UNLESS NOTED. VERTICAL REINFORCING IS TO BE AT CENTER OF WALL. 7. MASONRY TO BE CONSTRUCTED USING RUNNING BOND. GENERAL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD, ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO TIE IMMEDIATE ATTENTION OF THE ENGINEER. 2. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED. ANY PROPOSED FIELD CHANGES SHALL. HAVE PRIOR APPROVAL FROM TFE ENGINEER. 3. LOCATION AND SIZE OF EQUIPMENT PADS, ANCHOR BOLTS, INSERTS, OR WIPERS FOR EQUIPMENT SHALL BE TAKEN FROM APPROVED VENDOR'S DRAWINGS AND CHECKED WITH THE EQUIPMENT SUPPLIES. 4. GENERAL CONTRACTOR SHALL COORDINATE AND /OR PROVIDE ALL ADDITIONAL OPENINGS. INSERTS AND EMBEDMENTS SFDWN ON ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. J. INSPECTION AND TESTING 1. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF I. SECTION 305 306. 2. FOR TESTING REQUIREMENTS FOR EACH MATERIAL. SEE TECHNICAL SPECIFICATIONS. FOR REFERENCE ONLY FACILITY DESIGN SUPPORT BY s,BEROSiK DATE 10.10 96 • : ft(•CUI'+ RECEIVED CITY OF TUKWILA PERMIT CENTER 1123 v=r FOUNDATION PLAN 8 GENERAL NOTES 7LE BOEING EMPLOYEES ACTIVITY CENTER DEVELOPMENTAL CENTER SEATTLE % WI L161 REVISION - J011 84021 Svi6aL O° M0 1 09-1 50 -1000