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Permit M99-0137 - BOEING #13-01
WAY, +r ,tn��e art'N,b^3�rTutY.�, M99 -0137 10000 E. Marginal Way S. Boeing #13 -01 '1 City of Tukwila t (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M99 -0137 Type: B -MECH Category: NRES Address: 10000 EAST MARGINAL WY S Location: Parcel *: 000340 -0021 Contractor License No: BOEINC*294ML Status: ISSUED Issued: 07/23/1999 Expires: 01/19/2000 TENANT BOEING *13 -01 Phone: 10000 EAST MARGINAL WY S, TUKWILA, WA 98188 OWNER THE BOEING COMPANY PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 CONTACT GARY TALLER Phone: 206 -544 -2975 PO BOX 3707 M/S 46 -87, SEATTLE WA 98124 CONTRACTOR BOEING COMPANY PO BOX 3707, M/S IF -09, SEATTLE, WA 98124 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: REPLACING 2,500 CFM AIR CONDITIONING UNIT. UMC Edition: 1997 Valuation: 25,000.00 Total Permit Fee: 59.81 * * ** ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 perfor .nce of work. I am authorized to sign for and obtain this b tiding t Signature:__ k ;_ W/'F Date: 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. CiFY OF Ii!t try•1.1.. ? Ad+1ne 1.0000 EAS1 MARGINAL W'r suite; reriant: BCIE1NG #13 -Ct1 type: E - PiEC :il Parcel #<`: 000 340-0021 4 k k 'k h' k 'k b •k k k * •k k •k 'k •k •h, •k 'k 'b •k 'kj 'k •k 4 * k •k 'k k •k 'k 'k k b 'k 'k k k ••4 •k k '4 'k k k 'k k •b 'b k •4 k k k 'k 'b •b 'k k k k k Perlurt Mc.: M,99-013,' Status: ISSUED, Applied: 0 Yii9 1999 issued: 07/23}1999 Permit Conditions: tinns : 1: po chan! a wi 1 I be male to the plans unless appr'r:veti by the ' C.ng irteer- and the T'ts wi la Eui,:ldin+ ,Ct,iui, si+.+n. A l l per'•ni i t_ • i nspecti on e cord. arProve d plans ch a 1. be 'available at the ok�: itiprior tothe., tart tan i con- ` ' . ' .truciion, 1he edrotner t_ ,ire r:be ma Enta eed Lnd avai l ;able until t 1fl 1 in:.peetitin .a) I ?0,V l is txr aritet1; X11 const:ruetion, t'a rbe done iri,L nfOr Manse with opt ove+t plan:, anti : reau i t-enterlt'.s tit' the .0 i.f o r t» Bu i l d f n i' t nde t.1' i7 , C '11 t 1' p,) a.' :amended; (J n.itorm.11iwIecih n.j _al code (199? :: Edi:t•'i+.nt and Wci. h 1ngtnrt St'a'te £ner,gv r:'ude t 19:1? tdi tiort) 4, Vtia 1 i d i ty +t Permit,.', The issOanCeof ;t permit or. approval of p lans:4 ; _ pet-i1 1cat l n ., and' computat 10rls shall r.vt.:hhe.; ctrl -• :::,t.vtt '1 to be a permit.1'0•r', or an approval o't', any v,1Ctlatitri +t anY of .the provisions of the: l+tti (+.11rwg code or O't' any ether ordinance tt', the.,: Jurisdiction: No permit presuming t 911e• autht'i t.v to v i ol ate, or' eanr.e l the, prov i _, i un_; pit. this code: aha 1 be. va 1 i ti . r. ManfactOrers. installation, inStructions required on site t +:+r ;the building n pec.t.or' , review. 4 CITY OF TUKWILA Permit Gen( 6300 Southcerter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Job 1# 7'1 I3g6 -oo FOR STAFF USE ONLY Project L fiber: Permit.Number: I M Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project ;t R A t DEFENSE Will there be storage of flammable /combustible hazardous material in the build ng? ❑ yes ® no Attach list of materials and stora. a location on se arate 8 1/2 X 11 • a • er indlcatin • • uantities & Material Safet Data Sheets Value of Construction: Site Address: ar 0r0 4 Address: Tax Parcel Number: �Dvo Property Owner: THE BOEING COMPANY 0 Sewer Phone: 206 -544 -2975 Street • • Fax #: 206- 544 -2854 Contact Person: Phone: 206-544-2975 Street A•• P.O. t Seattle, i Fax #: 206 - 544 -2.854 Contractor: RC' t.\‘\ Street Address: City State/Zip: Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: bri , t ye.,h1ock Phone: , ,06--6 -633 Street Address: City State /Zip: MISCELLANEOUS PERMIT REVIEW AND :APPROVAL, REQUESTED: (TO BE FILLED :OUT BY APPLICANT) pcript on of work to be done: ■ D. . 4CdL ' DD C N 1r 1a ■ i 'hill• & ti Will there be storage of flammable /combustible hazardous material in the build ng? ❑ yes ® no Attach list of materials and stora. a location on se arate 8 1/2 X 11 • a • er indlcatin • • uantities & Material Safet Data Sheets • Above Ground Tanks ■ Antennas /Satellite Dishes ■ Bulkhead/Docks ■ Commercial Reroof ❑ Demolition ❑ Fence III Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting APPLICANT.REQUEST FOR MISCELLANEOUS. PUBLIC WORKS PERMITS ❑ Channelizatlon /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous Size(s): Size(s): Size(s l. Est. quantity: gal Schedule: Moving Oversized Load/Hauling MONTHLY SERVICE BILLINGS TO:.: '`" "' " Name: 1 Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT /REFUND. BILLING: Name: Phone: Address: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dat ap!lcaj t! n cear-- �� � MISCPMT.DOC 7/11/96 Dateypll =lion �pl siva Appll Ion taken by: (Initials) ALL MISCELLANEOUS PERM T APPLICATIONS MUST BE SUBMIT D WITH THE FOLLOWING: > ALL DRAWINGS SHALL EL AT A LEGIBLE SCALE AND NEATLAr -DRAWN r } 1 > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT > STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON ,- ICENSED STRUCTURAL ENGINEER • CIVIL/SITE 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 /Authorized Agent if the applicant is other than Me. owner, registered architect /engineer,,or, contractor licensed by the State of Washington, a notarized letter from the propertkownerauthorizing the agent:to submit this penmt.application and obtain the permit will be required as part of this submittal.. i HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 4, R AUTHeRI.. = y . - NT: SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW ❑ :Above;Ground Tanks/Water.Tanks - Supported;directlyrsupon grade, exceedingZ,000 gallons'and.a ratio of tieightto:diametpr grwidth which exceeds 2:1:. ; Submit$checkllst J No :, M9 ` ' ' , ' r ❑ Antennas /Satellite• Dishes•• {' :` Submit.checklIsW Noi,<M =1;.;: ❑ Awnings /Canopies No signage { ; ; ;I # s . ... j . ; 1 .. . .. ..l,. >: q. . 4a,, J . 't. . .. , Comrpercial Tenant Improverment � 5•`r..a i c : y� !:S. r iJ ..' >�1 c •t" ., .av,,, ,. :Permit s � . Bulkhead/Dock , c ' r s,:' �.- : , [) t � , 1 i > by jFi � i ii ���tys. .`G jr . ' �( J l }. .li , .. {..�F.�1 !U.10 !: :.*..? ,� }ia.:hf..< Flti;r? t �;; ., '. ''--- — Subreit:Cticcklisf °�;t.NQ� M i 0� �j �, 7. , 5• }: 1 ! if,. {....�•i ,- ,r +.,, ii}Si.JCI r�.,, r,V �11,:�a. a.� <k.;p r. r, °c, r. ti::.:;.. .t 7: ❑ Commercial:Reroof ' ` , Ax5� "�`?' , Submit ohecklist 'No M 65s ; ❑ Demolition: , . y' , ,r r ' Subriiitkc�hOckii,Nop: M .3a';.. . ❑ Fences - Over 6•feet :inHeight " ='` , ° ' ' 'Submit :chebkiIsTRNo ` Mz9 °; N , ❑ Land Altering/Grading/Preloadsr Submit,9hecklist,,• No: IVY 2 . , • ❑ Loading. pocks: .. ' , ` :Commercial Tenant Improvement f• 1 Permit., Sub'riiit checkiist No :,i+.1.7...' Y . . ❑ Mechanical :(Residential & Commercial),• 5 gip;, : Submit-ct ecklist ": `No •M 8,,, ; } .Residentialioniy H- 6,",: H-18 ; ,,r,,' : Submit-chec�tlist} ? No; f, rt! ❑ F tli� Miscellaneous: Public.WorksPermits �' ' ❑ Manufactured Housing ?(RED' INSIGNIA' ONLY) ,, -.Submit checklist < ! No ,M 5 ; ❑ Moving, Oversized Load/Hauling. '. ;iSubrnit checklist tNo: iM 5. El Parking Lots ' Submit'checklisr.:'•No: :M -4; ❑ Residential Reroof - Exempt with following exceptioft_ :'If.roof structure; to be repaired or replaced ResidentlalBUiiding'Permit- Submit checklist .; No: ,. M -6:..> ❑ Retaining Walls - Over 4 feet in height . ' ' 'Submit checklist;''• No: M 1 ❑ Temporary Facilities. , Submit'checklist No: M -7 • ❑ Temporary !Pedestrian Protectlon/Exit'Systems < ;1 •Submit.checklist No: M =a, ❑ Tree Cutting Submit checklist No :.M -2` ❑ 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 /Authorized Agent if the applicant is other than Me. owner, registered architect /engineer,,or, contractor licensed by the State of Washington, a notarized letter from the propertkownerauthorizing the agent:to submit this penmt.application and obtain the permit will be required as part of this submittal.. i HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 4, R AUTHeRI.. = y . - NT: Signature: Al'c/ ILA' OA !� Date: q II Print name: Gary STal l er Phone: 544 -2975 Fax #: 544 -2854 Address: P.O. BOX 3707 M/S 46 -87 city /state /zip:Seattle, WA 98124 -2207 MISCPMT.DOC 7/11/96 y y y y y y * * y y * * * y . * y * 1 I / * y * y y * * * y ******w* 7 * y y * * y * * y * y * * * y I * * * y 7 y CITY OF TUKWILA, WA TRANSMIT T * * * * * * * * * * * * * * * * * * * * * ** * * * ** * * * * * * ** TRANSMIT Number: R9800130 Amount: 24.75 08/19/99 15:42 Payment Method: CASH Notation: TOM•HANSON Init: TLB Permit No: M99 -0137 Type: B -MECH MECHANICAL PERMIT Parcel No: 000340 -0021 Site Address: 10000 EAST MARGINAL WY S Total Fees: 84.56 This Payment 24.75 Total ALL Pmts: 84.56 Balance: .00 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/322.100 MECHANICAL - NONRES 24.75 =7777 7,nm+,1[:7'.rr•7"7 ''/.�_-_rr� • , ;,�,� ' ' /^" • Y.Y,•••=,... \ ^*+*:;**++++^++»a�++4,+fr**++A.++*x+*^+*+******+++A+++**xlcA+**+ ClTV OF TUIN]L. NA T[pOShl, A*+++*+++++Aax+A+++*++++**h++++++*fh+*+**A+*A.NA++*++**^++*+o*.AN*+ TRAN8MlT Numnort 119P00l15 Amount, 59.81 07/23/9Y 1.5:Mt |^^ymmnt Method: .CASH Notation: U8E%H0 C0NPAHY DLH ^'--'——^'--^• `~— eve --''--'.•—-~—~''—^—'—^----~—'---'• ~^—~'--~— or, ~---~-- owe ~ Pormit Oct M99 O\37 Type: 0-MECH. MECHANICAL Parcel No: 000340'O021 S.;tn Addreuul 1000O EAST MAR8INAL NY S Tnta( feet: This: Pw!mpnt 59,81 Total ALL Dulance: .00 +�*A+«A+A+«**+**^+++++*+*+*A++*A+*A*1%+**A**A**^***A.+***n***++**+ Aoc.uunt Code Uesoriutinn Amuunt 0o0/34�.8,:$O PLAN CHECK - NONHES 11.90 000/a22^i00 .MECHANICAL - NOhKES • ^�� �� �' 5288 07/26 '9717 ` `.���g~81� INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO, (206)431-3670 Project: lb, - ..,,, , . Type .f Inspection: Iir ,■■ <. .,...r " . / .: J! Add,— Date ca led: Special instructions: 2-e';'d T.:7(60k- 3 2,:1942 jd z___ ..._ Date want ed 75 ....crtp a.m. ffit." Request et..,;.. afro ..--,-yle Phone:2.„ Approved per applicable codes. Corrections required prior to approval. eie /jap'0 Rezei,<, ”gi-a t ee Inspector: Date: $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 O/37 PERMIT NO. (206)431-3670 riApproved per applicable codes. Corrections required prior to approval. COMMENTS: 0..... 6 / Type.91Inspeftion. l'"•-'-' I/ rill& ki "...:.• o'i 0 f. mai , 1 A/F677 W1 5 Date called. • Special instructions: 5,1,- Date wanted: P0/72 °Th P.m. Requester. SitV a-.5 Pho197- 777 riApproved per applicable codes. Corrections required prior to approval. COMMENTS: 0 AlarZ. ig, f•rt"71(Z- ;40"Alec Me26- - 7 f-e. .472-1-4 Ce,,,,17€.17-A97( Do -k(crr- ezAi-nedir-e 1:)64A ( lg.e_r(-K.Sev,AC At-X4ee-r44e.,..-- ;-s41 (r-- fr",..9rK?_ 5,1,- VeevKi‘r •A 17--)j-- e7.1. /51.1 r)/11-67 A4of6 4w ,4%.4:e ze,e,t`9b exsos, /,&( --___ftie,Att p4«034- 97- time ,- icor ,3, (?) OA- TO i IUSLA-047-KWO gl - - - 4-710,e0cfe-i 72 A A A / I (q9 $47.00 REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: KnmrmtmomT4t/4mmintrwoon City of Tukwila Fire Department Project Name Address /0,6'00 John W Rants, Mayor TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief n Permit No. // 1" 0/ ? %v /3-9�. .—. Retain current inspection schedule Needs shift inspection • Suite • # Approved, without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized' Signature FINALAPP.FRM FA C72. D�t� /O 12 -.� •tol Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 57$.4404 • Fier (206) 57$,4434 MC 12 FLANGE 3/16k 2 -12 TO W8 FLANGE TYP 3/16 2 -12 TYP. 3/16 3/16 COORD. DIMENSION WITH HVAC UNIT MANUFACTURER 1 1/2' HVAC UINITRANGLE Ir TYP 3/ 161 `-2 -12 TYP. 3/16 2 -12 3/16 2 -12 W8X 10, TYP. SEE DETAIL 2/S517 FOR CONNECTIONS W8X 10 AT 4 LOCATIONS SEE DETAIL 2/S517 FOR CONNECTIONS SECTIO\ - \EW DETAIL HVAC UNIT HVAC UNIT CHANNEL C5x6,7 HVAC UNIT ANGLE L1x1X1/8" MC12X10.6 RAIL, ALLIGN FLUSH AGAINST VERT. LEG OF HVAC UNIT ANGLE, TYP. PL 3/8 X 3 1/2 X 0'9" W/ 3 -3/4" DIA. A307 BOLTS, TYP. MC 12X 10.6 AT 4 LOCATIONS ALLIGN FLANGE WITH FLANGE OF W8X10 BELOW SCALE: 1"= 1' -0" TITLE REPLACE HVAC UNIT LOWER R( BUILDING 13 -01 PROJECT REPLACE HVAC U� ENG /APPR REFERENCE DWG. S517 SION WITH NUFACTURER DETAIL HVAC UNIT HVAC UNIT CHANNEL C5x6.7 - HVAC UNIT ANGLE L1x1X1 /8" MC12X10.6 RAIL, ALLIGN FLUSH AGAINST VERT. LEG OF HVAC UNIT ANGLE, TYP. PL 3/8 X 3 1/2 X 0'9" W/ 3 -3/4" DIA. A307 BOLTS, TYP. MC 12X 10.6 AT 4 LOCATIONS ALLIGN FLANGE WITH FLANGE OF W8X10 BELOW >4K avow 001 9041‘1 C13416% OF��� ED APPR CI 13 1999 43L11._ )11N1G 1:015 P1 REVISION Nal ,,,..rn::,%� are Vrt9-0131 TITLE REPLACE HVAC UNIT LOWER ROOF BUILDING 13-01 el_Araw,Ar4G0 BUILDING 13 -01 MFCI PROJECT REPLACE HVAC UNIT LOWER ROOF JOB NO. 791896 -00 ENG /APPR DWN /CHK GEOFF MILLER DATE 10.07.99 SHEET 1 OF 1 REFERENCE DWG. 5517 ISKETCH NO. 13- 01 -SK -01 AINEFEZAW 13 -01 REPLACE HVAC UNIT STRUCTURAL CALCULATIONS JULY 7, 1999 RECEIVED CITY OF TUKWILA JUL 1'61999 PERMIT CENTER DLRG.roup. SUBJECT ROOF TAP (.)NLT UFPORT COMPUTED I D CHECKED PROJECT PROJECT # -13-91 -I(,3-ex.. DATE -7- (-6 9 PAGE _ OF PAGES 281_ IoW. AL/6L e: . _ Edt\ vre‘LE-r mom.E.Nrr- = ..ve. OMIT LAE, 7.) N C. lA_LAN_Ar.; . 5,400* 4 8 itt e\E-ook • 2244 To, 0 ' 17(p4 . , 25 uot51.> . -- 5 1\1■ = \13.72LcCO2 f10 AQv1 tq'T . CALCULATIONS 9?)75z) 0_6 SUBJECT R oQ F 7-)? IA NIT •tt,4PPd -T COMPUTED -1-5 CHECKED PROJECT .1,0E4 c\ 3-ol PROJECT # 7 3 -9 II -lie OD DATE %- CD -9 9 PAGE 2 OF 4 , PAGES Ct-1 c- - ove.).-rtx NIN�,'� Gam. = O . 5(0 I . P. = . I -, . O_ . p = (0 0Y013(0)6i.0-2..3.0 )_< It- 3x� Q3_ :._4 �flr.� W.p X51 c), �-1 of SUp Poll- ►1.tS . B_CA '1::� _. w= 30o# 3 P v = 11'2D f,2 -nzy w 8x Aao> _ 55 Z 4t.�-- ..(aa)... 7,81 Ind... z,... . 3�1 c 2,o1,o6,U,000 .._C CALCULATIONS Ti SUBJECT 21LE:2EMEC±L__ \T 5()FPoF:r COMPUTED CHECKED PROJECT 13(3611\V:4 PROJECT # 73 -q1 "u'r) DATE -2102:PAGE 3 , OF ,PAGES 5UPPogzi FoR. 6ki goof" ...re.N.Elig./s\-roNSti _ 5 ?), IN5uu, 5 m, E- fo so PSF (1.) 16Lc s "75 P 1\11 revc.% GOI, 75 PL F(_ (P. vyt = col 5. PL. F. (3. _ X 1141- AY: LI-.4 10. . _ t•c)-1:7 12-+D-14-- (A5c0) (09 , 5 OI 5711 n (61 Co.* ) • 1 384 ..... loo* 4. 4, • Vyylax,' I L x-5 x1/4 A = kiA K2' =- b7'3 I t.z4 CALCULATIONS SUBJECT co ToF su,v)20;2:1- COMPUTED CHECKED 173 CHECKED PROJECT 13CE t-1\41\ • 13-01 PROJECT #73-i9 103-C.)0 DATE /-(...0 ciq PAGE 4 OF 4 , PAGES 113344--\- C12/ i) _ 3A . < c),5-rwv) 11 5 CI 0•4:.t- 041- P\ • 1,4_4-ta7- A = 1Dc)14- Cli.50(3.(ai25')z oY- _ 24 (21,000),Qca.giint) • • • • . • • • , CALCULATIONS 1 STEEL JOIST INSTITUTE TT APPROVED juju Standard Loading Table FOR "LONGSPAN" STEEL JOISTS Adopted by the Steel Joist Institute, April 28, 1953. Effective April 28, 1953. The following table gives the TOTAL safe uniformly distributed load- carrying capacities of Steel Joist Institute "Longspan" Joists in pounds per linear foot of span. This load table applies to "Longspan" Joists with either parallel chords or standard pitched top chords. The carrying capacities of "Longspans" with top chords pitched is determined by the nominal depth of the "Longspan" Joists at the center of the span. Standard pitch is 1 /e" per foot. If pitch exceeds this standard, the load table does not apply. Loads below heavy broken lines are governed by maximum end reaction. Joist i Approx. Wt. D Depth M Maximum C Clear Opening or Net Span in Feet 28 2 28 2 27 2 28 . . 29 3 30 3 31 3 32 33 3 34 3 38 3 38 18L02 1 10 1 18 3 3,632 2 283 2 267 2 251 2 237 2 224 2 211 , 183.03 1 11 1 18 4 4,094 3 319 3 300 2 283 2 267 2 253 2 239 ' , 1.' 1A1 207 18L04 1 14 1 18 4 4,941 3 385 3 361 3 339 3 319 3 301 3 33 2 ISMIIIMILIMINIM1111 183.05 1 14 1 18 5 5,364 • •318 3 394 3 372 3 351 3 331 3 313 . .: I 18L06 1 16 1 18 6 6,417 5 500 4 469 4 440 4 414 3 391 3 369 3 18L07 1 18 1 18 6 6.880 5 183.08 2 20 1 18 7 7,482 5 583 5 561 5 541 5 18L09 2 23 1 18 7 7,697 6 600 5 577 5 556 5 183.10 2 25 1 18 8 8.265 6 644 6 620 5 597 5 577 5 557 5 - 177 OPEN WEB STEEL JOISTS - "LONGSPAN" SERIES Standard Loading Table (Continued) • lobl Designation Approx. WL In Lbs. per Lineal FL Depth in Inches Maximum End Reaction Clear Opening or Net Span in Feet 49 80 51 52 83 54 55 56 57 58 59 60 61 62 63 64 321.07 18 32 6,159 248 240 233 226 220 213 207 201 196 190 185 180 175 171 166 162 321.08 20 32 7,177 289 280 271 263 256 248 241 234 227 220 214 208 202 197 191 186 32L09 23 32 7,798 314 304 295 285 277 269 260 253 246 239 232 225 219 213 207 202 32L10 25 32 8,791 354 343 332 321 311 302 292 283 275 267 259 252 245 238 231 225 32LI1 28 32 9,586 386 374 362 351 340 330 321 311 302 294 285 277 270 262 255 249 321.12 30 32 10,827 436 422 409 396 383 371 360 349 339 329 319 310 301 293 285 277 32L13 35 32 12,667 510 500 485 469 453 440 427 414 401 390 378 367 357 347 338 328 32L14 38 32 13,470 543 532 522 512 502 486 471 457 443 429 417 404 393 382 371 360 32L15 43 32 14,445 582 570 559 549 538 528 519 510 SOl 484 468 452 438 424 411 398 32L16 50 32 15,729 633 621 609 597 586 575 565 555 546 536 527 519 510 1 502 487 472 57 58 59 60 61 62 63 64 68 66 67 68 69 70 71 72 36L08 20 36 6,920 240 234 227 221 216 210 205 199 194 189 185 180 176 172 167 164 361.09 23 36 7,497 260 253 246 240 233 227 221 216 210 205 200 195 191 186 182 177 361.10 25 36 8,506 295 287 279 264 257 250 243 237 231 225 219 214 209 204 199 36L11 28 36 9,198 319 310 302 294 286 279 272 265 258 252 246 240 234 228 223 218 361.12 30 36 10,467 363 352 343 333 324 316 307 299 291 284 277 270 263 257 250 244 36L13 35 36 12,398 430 418 406 395 384 374 364 355 346 337 328 320 312 304 297 290 36L14 38 36 13,782 478 464 451 438 426 414 403 392 382 372 362 353 344 336 327 319 361.15 43 36 15,275 530 521 512 497 484 471 458 446 434 423 412 400 389 378 368 357 361.16 50 36 16,482 572 562 552 543 535 526 518 510 502 489 476 464 453 442 431 420 361.17 57 36 17,765 616 606 595 586 576 567 558 549 541 533 525 517 510 497 485 473 85 86 87 68 69 70 71 72 73 74 75 76 77 78 79 80 40L09 23 40 7,223 220 215 210 205 200 196 191 187 103 179 175 171 168 164 161 157 401.10 25 40 8,208 250 244 238 233 227 222 217 212 207 202 198 193 189 185 181 177 401.11 28 40 8,865 270 264 258 252 246 241 235 230 225 220 215 211 206 202 198 193 40L12 30 40 10,113 308 301 294 287 280 273 267 261 255 249 243 238 233 228 223 218 401.13 35 40 12,017 366 357 348 340 332 324 316 309 302 295 289 282 276 270 264 259 401.14 38 40 13,396 408 397 387 378 369 360 351 343 335 327 372 320 363 312 305 299 292 286 401.15 43 40 15,136 461 450 439 428 418 408 399 389 380 355 347 341 332 324 40L16 50 40 17,187 523 516 508 495 483 472 461 450 440 430 420 410 401 392 384 376 401.17 57 40 18,421 561 553 545 537 529 521 514 507 495 484. 473 463 452 442 433 423 401.18 64 40 19,981 609 599 591 582 574 566 558 550 542 535 528 521 515 508 496 485 73 74 78 76 77 78 79 80 81 82 83 84 85 86 87 88 441.10 25 44 7,993 217 212 208 203 199 195 191 187 183 179 176 172 169 165 162 159 441.11 28 44 8,582 233 228 224 219 215 210 206 202 198 194 191 187 183 180 177 173 441.12 30 44 9,835 267 261 256 250 245 240 235 230 225 221 216 212 208 204 200 196 441.13 35 44 11,639 316 310 303 297 290 284 278 273 267 262 257 251 246 242 237 232 44L14 38 44 13,039 354 346 338 331 324 317 310 304. 297 291 285 279 274 268 263 258 44L15 43 44 14,733 400 392 383 375 367 359 352 344 337 330 324 317 311 305 299 293 441.16 50 44 17,054 463 453 443 434 424 415 407 398 390 382 374 367 360 352 345 339 441.17 57 44 19,040 517 510 499 489 478 468 458 449 439 430 422 413 405 397 389 382 441.18 64 44 20,743 563 556 548 541 534 527 521 514 508 497 487 477 467 457 448 439 441.19 73 44 22,311 606 598 590 582 575 567 560 553 546 540 533 527 521 515 509 498 81 82 83 84 88 86 87 88 89 90 91 92 93 94 95 96 481.11 28 48 8,330 204 200 197 193 189 186 183 179 176 173 170 167 164 162 159 156 48L12 30 48 9,596 235 230 226 221 217 213 209 205 201 198 194 191 187 184 181 178 482.13 35 48 11,352 278 273 268 262 257 253 248 243 239 234 230 226 222 218 214 211 481.14 38 48 12,740 312 305 299 294 288 282 277 272 266 261 257 252 247 243 238 234 48L15 43 48 14,373 352 345 338 332 326 319 313 308 302 296 291 285 280 275 270 266 481.16 50 48 16,660 408 400 392 441 384 433 377 425 370 :416 363 409 356 401 349 394 343 386 337 379 331 372 325 366 319 359 313 353 308 346 481.17 57 48 18,743 459 450 481.18 64 48 21,336 523 516 510 504 494 485 475 466 457 448 440 432 424 416 408 401 48L19 73 48 23,029 564 557 550 544 538 531 525 519 514 508 498 489 480 471 462 454 The weight of dead loads, including the weight of 'Longspans", must in all cases be deducted to determine he live Toad carrying capacities which must be reduced for concentrated loads. Figures printed in color to be used for roof construction only. When holes are required in top or bottom chords the above carrying capacities must be reduced in proportion to reduction of chord areas. The top chords are considered as being stayed laterally by floor slab or roof deck, 178 • 111•11111•111. STEEL JOIST INSTITUTE Standard SpeciFications FOR OPEN WEB STEEL JOISTS —. 'LONGSPAN" SERIES Adopted by the Steel Joist Institute, April 28, 1953. Effective April 28, 1953. Section 1. Scope (a) These specifications cover the design and use of "Longspan" Series Open Web Joists in any struc- ture to be erected under the provisions of these specifications. (b) "Longspan Steel Joist construction" as governed by these specifications shall be that type of construc- tion where decks and top slabs are supported directly by separate steel members herein referred to as "Longspan" Steel Joists. The span and spacing of "Longspan" Steel Joists shall be as defined in Section 6 of these specifications. Section 2. Definition of "Longspan" Steel Joists (a) The term "Longspan" Steel Joist as used herein refers to relatively lightweight steel trusses having substantially parallel chords and designed for the direct support of floors, roof slabs and decks, between walls, beams and main structural trusses at spans and spacings specified in Section 6. (b) This specification shall not be construed to cover steel joists or steel joist construction as defined by the Standard Specifications for Open Web Steel Joist Construction of the Steel Joist Institute. Section 3. Materials (a) The steel used shall conform to the American Society for Testing Materials Standard Specifications for Steel for Bridges and Buildings, Designation A7 of latest adoption. (b) All "Longspan" Steel Joists shall receive one coat of rust-inhibitive paint before leaving the manu- facturer's shop. 39 (c) Top and bottom chords of "Longspan" ,Steel Joists shall be composed of angles or other shapes. Web members shall consist of angles, bars, or other shapes. Section 4. Connections (a) All joints of "Longspan" Steel Joists shall be made by welding, bolting, riveting or other approved methods. Connections at ends of members shall be proportioned to develop the actual design stress but not less than 50% of the allowable design strength of the members. Section 5. Design and Stresses (a) Except as otherwise specified herein, "Long- span" Steel Joists shall be designed as structural trusses in accordance with the American Institute of Steel Construction "Specifications for Design, Fabri- cation and Erection of Structural Steel for Buildings ". (b) The top chords shall be designed as continuous members subject to direct and bending stresses. The allowable bending stress at mid-panels and at panel points shall be 20,000 PSI and 24,000 PSI respec- tively. (c) The unsuppoarted length of top chord for the purpose of computing the permissible axial com- pressive stress at mid-panel and at panel point shall be considered equal to the panel length and half the panel length respectively. (d) The method of attachment of floors or roof decks and slabs shall be adequate to support the top chords laterally. Standard Specifications (Continued) Section 6. Span and Spacing (a) The clear span of "Longspan" Steel Joists shall not exceed twenty -four times the depth for roofs or twenty times the depth for floors. (b) Where "Longspan" Steel Joists rest on masonry walls, it is recommended that the clear span be limited to 80' -0" and that the masonry walls be adequately designed with respect to height, thickness and spacing of pilasters. (c) The spacing of the "Longspan" Steel Joists shall not exceed the safe span of the floor slab or roof deck. Section 7. Approximate Camber (a) All "Longspan" Steel Joists shall have approx- imate cambers in accordance with the following: Top Chord Length 30' -0" 40'.0" 50' -0" 60' -0" 70' -0" 80'.0" 90' -0" 96'.0" Camber .),a" js„ l �s" 23/" 3S!" 4" Section 8. Bearing and Anchorage (a) Where "Longspan" Steel Joists are supported by masonry or concrete walls, the joists shall be an- chored by a ?/" round bar anchor not less than 12" long or other equivalent method. Where "Longspan" Steel Joists rest on steel beams or steel trusses they shall be connected with not less than two ?/" bolts or welds of equal strength. (b) The ends of "Longspan" Joists shall bear not less than 6" on masonry or concrete and not less than 4" on steel. The bearing areas shall be such that the average bearing pressure does not exceed 250 pounds per square inch on brick or stone masonry and 600 pounds per square inch on poured concrete. 40 Section 9. Bridging Bridging shall consist of a cross - bracing with 1/r ratio of not more than 200 where "1" is the, distance in inches between connections and "r" is the least radius of gyration of the bracing member. Where cross - bracing members are connected at their point of intersection, the "1" distance shall be taken as the distance in inches between connections at the point of intersection of the bracing members and the connection to the chord of the "Longspan" Joist. The maximum spacing of lines of bridging for the different joist types shall not exceed the values tab- ulated below: Maximum Spacing of Joist Type Lines of Bridging No. 2 to No. 8 incl. No. 9 to No. 16 Incl. No. 17 to No. 19 incl. r r_ Plc las 10' -0" r: ._ 12' -0" I 16'.0" Section 10, Inspection (a) All "Longspan" Joists shall be thoroughly inspected before shipment to make certain that materials and workmanship conform to the require- ments of these specifications. Section 11. Erection (a) "Longspan" Steel Joists shall be unloaded from shipping facilities, erected and hoisted into place by hooking to the top chord of joists at approximately the third points. Hoisting facilities shall not be re- leased during erection procedure until the line of bridging nearest mid -span is installed, and in the case of bottom chord bearing "Longspan" Joists, the ends of the top chords shall be restrained laterally. Care shall be exercised at all times to avoid damage through careless handling. As soon as "Longspan" Joists are erected they shall be permanently fastened in place and all bridging completely installed before the application of loads. 1 1 I :l r GAYLORD INDUSTRIES, INC. P.O. BOX 1149 • TUALATIN, OREGON 97062 -1149 USA (503)691 -2010 • FAX (503)692 -6048 • 1- 800 - 547.9696 EQUIPMENT SUBMITTAL PROJECT BOEING BUILDING 1301 SEATTLE, WASHINGTON REPRESENTED BY: NORBY COMPANY/ JIM PECHAN 3805 108TH AVE. NE BELLEVUE, WASHINGTON 98004 PHONE (206)828 -6636 FAX (206)828 -3982 CONTRACTOR: ENGINEER: GAYLORD SALES ENGINEER: SUBMITTED BY: REVISION DATE: JIM HARRINGTON KIM SIMONDS 6/10/99 ITEM QTY TYPE OF EQUIPMENT WORK ORDER NO. 1 1 1 1 CSU -4K ROOF CURB 9359901 9359902 " ASTERISK DENOTES REVISION. Submittal documents are prepared for review and approval by the purchaser and /or the design professional on the project. This submittal is for the purpose of indicating exactly the equipment Gaylord intends to furnish. The equipment submittal is based on the information provided to Gaylord by the solicitor of pricing. Frequently the information provided prior to bid does not include an entire set of contract documents. Gaylord shall not accept responsibility or liability for requirements appearing in documents or specifications not made available to us prior to the bid which are not included in our submittals. Gaylord's submittal document wholly represents what shall be provided upon approval by the purchaser and /or design professional. An approve ge awed submittal returned to Gaylord with a RELEASE FOR PRODUCTION shall be assumed to have been deemeck, sE ticompiiance with the bid documents and shall be manufactured in accordance with the Gaylord aubmi ."'" I loIMi C#EF0 CSU ENGINEERING DATA MODEL NO: CSU -4K QTY: 1 DRY WT: 2984 LBS. WET WT: 3018 LBS. SUPPLY FAN QTY: 1 CFM: 2500 ARRG: 3 SHAFT: SOLID SIZE: 9" DISCHARGE: THD SFT. 0.D.: .75" WD: DWDI TSP: 3.35" W.G. ROTATION: CCW PILLOW BLOCK BEARINGS: VPLS- 212 -AH X .75 CLASS: MCF STYLE RPM: 2056 O.V. (FPM): 2990 ALT: 0 FT BLADES: FC BHP: 2.48 DEFLECTION: 1.0" OPER TEMP: 70 °F MFR: 120010 STOCK: 16610 MODEL: 9 -9 NOTES: 1. Gaylord to weld hub to back plate and use dog point type set -screw to attach wheel to fan shaft. 2. Extend copper lube lines to unit exterior — motor side. SUPPLY FAN MOTOR HP: 3 MOTOR VOLT: 230V/460V FRAME: 182T EFFICIENCY: 89.5% RPM: 1760 OPER VOLT: 460V CONST: ODP (Premium Eff.) SHAFT DIA. 1.125" PHASE: 3 FREQ: 60Hz FLA: 4.1 MFR: 020018 MODEL: EM3211T SUPPLY FAN DRIVES DRIVER: 2VP56 X 1.125 (4.4) 0 ADJ, OPEN: 3 DRIVEN: 2AK41 H X .75 (3.7) DRIVEN BUSHING: H X .75 MFR: 130015 RATE BHP: 4.5 HP NO. OF BELTS: 2 BELT TYPE: A ELECTRICAL SERVICE FOR MOTOR MAIN VOLTAGE: 460V /3Ph /60Hz 0 WIRE MOTOR TO DISCONNECT PANEL FULL LOAD AMPERAGE: 4.2 MIN CIRCUIT AMP.: 6 MAX FUSE SIZE: 8 MAX. BREAKER SIZE: 15 CASING ❑ STANDARD - INDOOR GAUGE: 16 GA MAT: GALV. A -60 • WP1 - OUTDOOR FINISH: GRAY ENAMEL ROOF CURB: 10" HIGH, 12 GA. 0 WP2 - OUTDOOR w /Curb Angle 20 GA. SOLID BRITE GALV. LINER — WALLS & ROOF GALVPERF LINER IN DISCHARGE PLENUM MFR: 160010 INSULATION: 2 " -1.5# FIBERGLASS 15100 = GAYLORD PART NO. NOTES: 1. Fan inlet and fan discharge access door requires Mechanical Latch (tool required for opening door). BOEING BUILDING 1301 SEATTLE, WASHINGTON SUBMITTED BY: KES SALES ENG: JH FILE NO. 99.3599 DATE: 6/11/99 10900 SW AVERY ST. TUALATIN, OR 97062 -1149 (503) 691 -2010 REV /DATE /INIT TAG NO. WORK ORDER ITEM 1 9359901 SHEET NO: 1 OF 4 CSU ENGINEERING DATA COOLING COIL QTY: 1 FIN HT: 36" FIN LENGTH: 20" FIN AREA: 5 FT2 FACE VEL: 500 FPM APD: .51" W.G. DRAIN SIZE: 1.25" GLYCOL: 0% MFR: 030111 NOTES: CFM: 2500 EDB: 78 °F TUBE MAT: COPPER ROWS: 4 EWB: 60 °F TUBE THICK: .025" FPI: 10 LDB: 54.5 °F FIN MAT: ALUMINUM GPM: 13.8 LWB: 50.7 °F FIN THICK: .01" FEEDS: 6 EWT: 45 °F FLANGE THICK: .75" PASSES: 16 LWT: 55 °F BTU SENS: 64.2 MBH CONN SIZE: 1.25" WPD: 3.7 FT. HEAD BTU TOTAL: 64.2 MBH CONN. LENGTH: 12" OPTIONS: e RAISE AND LOWER CONNECTIONS MODEL: BWL- 36X20- 4R- 10F -WR -(TYPE 18- 6F -16P)- 1.25 "S &R HEATING COIL QTY: 1 FIN HT: 36" FIN LENGTH: 20" FIN AREA: 5 FT2 FACE VEL: 500 FPM APD: .15" W.G. GLYCOL: 0% MFR: 030111 NOTES: CFM: 2500 EDB: 45 °F TUBE MAT: COPPER ROWS: 2 LDB: 98.15 °F TUBE THICK: .025" FPI: 6 EWT: 180 °F FIN MAT: ALUMINUM GPM: 13.8 LWT: 160 °F FIN THICK: .01" FEEDS: 6 WPD: 1.85 FT. HEAD FLANGE THICK: .75" PASSES: 8 BTU: 143.4 MBH CONN SIZE: 1.25" CONN. LENGTH: 12" OPTIONS: ® RAISE AND LOWER CONNECTIONS MODEL: BWL- 36X20- 2R -6F -WR -(TYPE 18- 6F -8P)- 1.25 "S &R PRE FILTERS SETS: 1 CLASS: II EFF: 30 % MFR: 060012 NOTES: FACE VEL: 417 FPM RACK: FLAT - SIDE ACCESS FILTER GAUGE: DWYER 2001 WITH FINAL FILTERS MODEL: 30/30 SIZE: (1) 12 "x24 "x2" (1) 24 "x24 "x2" FINAL FILTERS SETS: 1 CLASS: II EFF: 85 % MFR: 060012 NOTES: FACE VEL: 417 FPM RACK: GAYLORD HI -EFF SLIDE TRACK FILTER GAUGE: DWYER 2002 SIDE ACCESS WITH PRE - FILTERS MODEL: RIGA- FLO /PH -A -100 (1) 12 "x24 "x12" (1) 24 "x24 "x12" BOEING BUILDING 1301 SEATTLE. WASHINGTON SUBMITTED BY: KES SALES ENG: JH FILE NO. 99 -3599 DATE: 6/11/99 10900 SW AVERY ST. TUALATIN, OR 97062 -1149 (503) 691 -2010 REV /DATE/INIT TAG NO, WORK ORDER ITEM 1 9359901 SHEET NO: 2 OF 4 CSU ENGINEERING DATA DAMPERS QTY: 2 LOCATION: OSA / RA MFR: 030020 ►�2 ACTUATOR BY OTHERS OPTIONS: ►.i OPPOSED BLADE MODEL: CDSFI- OB -LH- 24 "W X 16 "H ACCESS DOORS (FILTER) QTY: 1 MFR: 030020 OPTIONS: ►I4 LATCHES BY GAYLORD ►C4 S/S HINGES MODEL: HF20- 21.75"W X 39 "H -EGO ACCESS DOORS QTY: 3 MFR: 030020 OPTIONS: .1 S/S HINGES MODEL: HF20- 21.75"W X 39 "H -EGO ACCESS DOORS QTY: 1 MFR: 030020 OPTIONS: 0 S/S HINGES MODEL: HF20-10- 21.75 "W X 39 "H -EGO BOEING BUILDING 1301 SEATTLE. WASHINGTON SUBMITTED BY: KES FILE NO. 99 -3599 SALES ENG: JH DATE: 6/11/99 <4i> 10900 SW AVERY ST. TUALATIN, OR 97062 -1149 (503) 691 -2010 REV /DATE/INIT TAG NO. WORK ORDER ITEM 1 9359901 SHEET NO: 3 OF 4 DS 460/3/60 POWER 4.2 FLA LI L2 L3 G FU2 ON /OFF SIGNAL SUPPLIED BY OTHERS FU1 MTR1 3HP - -FIELD WIRING BY OTHERS WIRING BY GAYLORD MFR. C TX1 460V SUPPLY FAN MOTOR FU2 FU3 FS 120V 50VA STR1 SUPPLY FAN STARTER ELECTRICAL COMPONENT SCHEDULE TAG DESCRIPTION SIZE PART# MANUFACTURER LOC QTY S DS DISCONNECT SW 40A BDNF30 BUSSMAN P 1 12275 HANDLE BDSL105 BUSSMAN P 1 12278 FU1 SUPPLY MOTOR FUSE 8A LPJ -8SP BUSSMAN P 3 FUSE BLOCK 30A JP60030 -3CR BUSSMAN P 1 FU2 PRIMARY FUSE 1 /2A LPCC -1/2 BUSSMAN P 2 16498 FU3 SECONDARY FUSE 1/2A LPCC -1 /2A BUSSMAN P 1 16498 MTR1 EXHAUST FAN MOTOR SEE ENGINEERING DATA SHEET U 1 STR1 MOTOR STARTER 9A 100- A09ND3 ALLEN BRADLEY P 1 OVERLOAD 1.6 -5A 193 -A4E1 ALLEN BRADLEY P 1 FS FAN SERVICE SWITCH SPST 2FA53 -73 -TABS CARLINGSWITCH P 1 12087 TX1 CONTROL TRANSFORMER 50VA 9070TF50D1 SQUARE D P 1 30141 BOEING BUILDING 1301 SEATTLE, WASHINGTON DATE' 06/11/99 10900 SV AVERY ST, TUALATIN OR 97062 -1149 (503) 691 -2010 MODEL # ITEM # WORK ORDER # CSU -4K 1 9359901 SCALEE i NON REVt SH1ETOF 1 CSU 1111T- j��'IL re E. ROOF , ����: mils k — r SECTION VIEW A -A 10" 12ga. ROOF CURB FOAM RUBBER GASKET BY GAYLORD 2" X 4" WOOD NAILER BY GAYLORD INSULATION BY OTHERS 44" CURB 0,D. CSU ROOF CURB SHIPS PRE DRILLED AND DISASSEMBLED 10" HIGH 12GA. ROOF CURB FLASHING BY OTHERS (ASSEMBLY HARDWARE PROVIDED) TOTAL WEIGHT = PERIMETER IN INCHES X .57 PLUS 6 LBS. (BRACKETS AND HARDWARE) CURB ASSY. WT. = 265 lbs. 176" CURB 0.D. PLAN VIEW 10" REV. /DATE DESCRIPTION JOB NAME BOEING BUILDING 1301 DRAWN BY APPROVED BY KES DRAWING NO. DATE 6/11 /99 CSU - 101 -007 10900 S.W. AVERY ST. TUALATIN, OR. 97062 -1149 (503) 691 -2010 WORK ORDER# 9359902 SHEET NO. 1 OF 1 --4 —2 SUPPORT REQUIRED IF CURB LENGTH EXCEEDS 144". 1 A L PLAN VIEW 10" REV. /DATE DESCRIPTION JOB NAME BOEING BUILDING 1301 DRAWN BY APPROVED BY KES DRAWING NO. DATE 6/11 /99 CSU - 101 -007 10900 S.W. AVERY ST. TUALATIN, OR. 97062 -1149 (503) 691 -2010 WORK ORDER# 9359902 SHEET NO. 1 OF 1 49 12.5 24 — 16 --� DRAIN CONN. 12.5 57.5 48.5 35 - - - --� 00 3 HP 9-9 _J I� 1--- �- �� -1 • , 1 I I 1 jam, i , 1� r..z... .� .*.-� ACCESS • '\ I ELECTRICAL \�\ �\`�\ \�\ 21.75 X 39 " \ / PANEL \ \ i \ \ 1 \ \ \ \ \ \ \ \ / \\ \ / \\ / FILTER / ACCESS \\ J/ ACCESS \\ J/ GAUGES ACCESS \\\,./ 21.75 X 39 21.75X39 ►-16 L_� _ _ r1 r11 O 16 L__ PLAN VIEW PERF LINER — 26 DISCHARGE PLENUM 181 21.75 X 39 36 FAN SECTION 18 C COIL SOLID LINER 18 9 24 - PLENUM HC PLENUM 24 PRE /FINAL FILTERS 21 MIXINC 40I.D. 5 9 1 f SAFETY \SCREEN ELEVATION VIEW REV. INTL. DATE DESCRIPTION BOEING BUILDING 1301 SEATTLE, WASHINGTON CSU -4K GAYLORD 10900 S.W. AVERY ST. TUALATIN, OR. 97062 -1149 . (503) 691 -20)0 DRAWN BY D KES 6/10/ N CONN. A .3 HP L'_-i _° -- ARI rh � I 1 ' I I I I ELECTRICAL PANEL -- --- 16 -•► r -- L_ 1.- -1 I II III 1 I II 16 I I I j- 1 111 `\ T` \ \\ \ \ I \ \ I \ \ I • \ / \ \ / • \ / / FILTER \\ / \\\ / ACCESS \\\ / GAUGES ACCESS \\ y \\ y ACCESS 21.75 X 39 21.75 X 39 21.75 X 39 / / / / 12.5 24 . 36 PLAN VIEW 181 CTION C COIL PLENUM SOLID LINER 9 HC 24 PLENUM 24 PRE /FINAL FILTERS X2OH WEATHERHOOD 6.5 26 18- - MIXING BOX 1 1 L__-LI{J r- --f}{, III 111 L__ l I I I I � I r T " I" * I I ,,' L. _L. r-7,- - -;--1 1... k\�t _'I ELEVATION VIEW HOOD BIRDSCREEN 19 1 t ROOF CURB BY GAYLORD WORK ORDER # 9359902 ENG 1301 HINGTON K GAYLORD 10900 S.W. AVERY ST. TUALATIN, OR. 97062 -1149 (503) 691 -20'0 DRAWN BY DATE KES 6/10/99 WORK ORDER# 9359901 SHEET NO, 4 OF January 11, 2001 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Gary Taller PO Box 3707 M/S 46 -87 Seattle, WA 98124 SUBIECT: Permit Status #M99 -0137 Boeing #13 -01 Building 10000 E Marginal WY S Dear Mr. Taller: In reviewing our current permit files, it appears that your permit for the replacement of a 2,500 CFM A/C unit that was issued, on July 23, 1999 has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Uniform Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, czfryvynt 60,c/c. Tammy Beck Permit Technician File: M99 -0137 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206 -431 =3665 Cevitirni. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M99 -0137 PROJECT NAME: BOEING #13 -01 Original Plan Submittal DATE: 10 -11 -99 Response to Incomplete Letter. # Response to Correction Letter # _ XX Revision # 2 After Permit Is Issued DEPARTMENTS: Build'fng Division lin AP to- 411 Public Works Fire Prevention n Planning Division Structural Permit Coordinator n 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 'Fr Incomplete Comments: DUE DATE: 10-12-99 Not Applicable TUES /THURS ROUT NG: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions DUE DATE 11-9-99 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 ,y.,�''q;';it;:'���,rr+�s�m�! i$t. r; ebr t�'..,;"" t; ��Y4 `�l+k+r%±�e.•�v;T:�b;t„tt'' vi if , Pexn Cord. Ctp9 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M99 -0137 DATE: 8 -5 -99 PROJECT NAME: BOEING #13 -01 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Wing Ditis(pPP nkidg Public Works 1��P1 /JO Fire Prevention XI Planning Division Structural Permit Coordinator at DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete , Comments: DUE DATE: 8 -10 -99 Incomplete n Not Applicable n TUES /THURS ROUTING: Please Route EC Structural Review Required, No further Review Required ri REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved DUE DATE 9-7 -99 Approved with Conditions C Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: UPRROUTE,OOC 5/99 ece.. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER M99 -0137 DATE 7 -19 -99 PROJECT NAME: BOEING SPACE INFORMATION. X Original Plan Submittal Response to Incomplete. Letter Response to Correction. Letter # Revision # After Permit Is Issued DEPARTMENTS: Buil: rng Division C/ 7-zo Public Works Z-- �( Fire Prevention [ ')(�l c- 1—Z("/ Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Complete DUE DATE: 7 -20 -99 Not Applicable n Comments: TUES /THURS ROUTING: Please Route Cgl Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: DUE DATE 8 -1 7-99 Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 PROJECT NAME: es 06 13 -01 PERMIT NO:. V -D131 Site Address: 1000 E M inctI WV S Original Issue Date: 1- 3- 9 REVISION LOG Revision No. Date Received Staff Initials Date Issued Staff Initials • B-Ito-Gq 0 1 I -11 ' Ci • i .i, M Mfo OW n aa 4to"'. ApInii 1114111 A Summary of Revision: madded PoLe ( -}a rculse.,1 t j+- Forry -1 kb Vicict ItCdr ' i n . Received By: 1 -i_�- 4, t! (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: L,., 41, „Mr .. gt i `f'h - VA On agirA r • i .i, M Mfo OW n aa 4to"'. ApInii 1114111 A eltrIMIC f UY* ', i , -A, n `i Received By: 4iSr Ma i3- b1- SK -c1. (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: please print CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 J N I81 -o0 Date: O. 6711 ❑ Response to Incomplete Letter ❑ Response to Correction Letter ® Revision after Permit Issued Plan Check/Permit Number: Mq9 - 0137 Project Name: LAC. 11V4C L1frr 1-4X010.- Project Address: .130E—I t464 13 -01 Contact Person: Y TALLEtL_ Phone Number: U. 51(x(• V 75 Summary of Revision: 11 r m O Mow -rn t4.c, T+tE I-W Ut-r.G-r 744e. RcOF GSM FRovi a T NaL tit -irr HAN UfAerU x. aNe A . SvowN Q S►-re-r ),a)`.7 114E. & . UJH rr MLA, b HDui -rr Io As Sl401,014 bN SK i-I 13.0 I- si<-01 , REVISION N0. Sheet Number(s) Olt & w I3 `O I - SK"01 "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center Entered in Sierra on iD -il� 1� CITY OF�TUKWILA 4C�11199S POUT CENTER 3/4/99 CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: Ott o3• I l Plan Check/Permit Number: 1" \ . I— 13 / ❑ Response to Incomplete Letter ❑ Response to Correction Letter Revision after Permit Issued t( THE BOEING COMPANY Project Name: Project Address: t JIIZ4NG 13 -600 loot). a kill r.Qi a Contact Person: GARY TALLER Phone Number: 206' = 544 -2975 Summary of Revision: AVMS Foxrs. (e) '7p 14.4se I %D H &Rmua REVISION N0. Sheet Number(s) S5 /7 "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center E" Entered in Sierra on 3/4/99 City of Tukwila Fire Department Fire Department Review Control #M99 -0137 (512) John W. Rants, Mayor Thomas P. Keefe, Fire Chief July 21, 1999 Re: Boeing Company Building #13 -01 - 10000 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildin ?s shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 (. Page number 2 John W Rants, Mayor Thomas P. Keefe, Fire Chief All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire-Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone :: (200) 575.4404 • Fax (206) 575-44,39 DRAWING INDEX SHEET N0. SHEET TITLE REV NO. SHEET NO. SHEET TITLE REV NO M1 TITLE SHEET — DRAWING INDEX — 2M10 SECOND FLOOR HVAC DUCTWORK PLAN — — 2M60 SECOND FLOOR HVAC PIPING PLAN — RFM10 ROOF HVAC DUCTWORK PLAN — RFM60 ROOF HVAC PIPING PLAN — — M520 SECTIONS & DETAILS — HVAC CODE SUMMARY LAND USE CODE TU ILA BUILDING CODES 199 UBC, WASHINGTON STATE ENERGY CODE, WASHINGTON STA E BARRIER FREE CODE AND ADDITIONS PER CITY OF TUKWILA OCCUPANCY GROUP GROUPS B OFFICE & FACTORY F DIVISION 2 CONSTRUCTION TYPE TYPE II, NON— COMBUSTIBLE — (OFFICE); & TYPE VN (FACTORY) SEPARATION 60 FEET (MINIMUM ALL SIDES) FLOOR AREAS: BUILDING FOOTPRINT — BUILDING GROSS 49,150 FIRST FLOOR 7,500— OFFICE + 22,870 SHOP SECOND FLOOR 7,500— OFFICE + 4,900 SWING OFFICES + 5010 STORAGE BOILER ROOM 1,370 BUILDING HEIGHT 29 FT. STORIES 2 STORIES ( +N. MEZZANINE) OCCUPANT LOAD: 100SF /OCCP OFFICE & 200SF /OCCP MANUFACTURING 150 + 49 + 122 HANDICAPPED REQUIREMENTS BARRIER FREE FIRE PROTECTION FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT SEISMIC ZONE 3 VICINITY MAP O .a cI V� / -127 KING COUNTY AIRPORT OFFICE CENTER (FAA) SYM I REVISION FROM DOWNTOWN SEATTLE 6 II , j / I 599 I TU KWILA E?.5T MARGINAL WAY \ L CORPORATE PARK 99 EXIT .1 1 158 DEVELOPMENTAL CENTER \\\ FROM KENT & AUBURN APPROVED DATE SYM EXIT 157 900 6 He �l ■ REVISION NC ccc BOEING DEVELOI'MENTALI CENTER 10,000 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AREA MAP GENERAL NOTES 13 -01 BUILDING LOCATION BY APPROVED VAC DATE OXBOW PARKING LOT TAHY � I PROJECT SITE ��If till I 110 NO SCALE PROJECT CHECKLIST CHECK BOX ce t CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE .,'i SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTITT "1THOUT 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 GARY TALLER AT BLDG. 9 -51 COL N /1, AFTER COMPLETION OF THIS CONSTRUCTION. ® THESE DRAWINGS CONFORM TO THE 1997 U.B.C., U.F.C., U.P.C., AND THE 1990 BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. ❑ ENGINEERING CALCULATIONS ( IF APPLICABLE ) ❑ 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. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS ❑ 2. TENANT IMPROVEMENTS, 4 COMPLETE SETS ® 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS " CEN 791896 0C ® BRIEF PROJECT NARRATIVE 4791896 -00 WILL REPLACE AN EXISTING AHU AND DUCT WORK THAT SERVICES THE GENERAL PURPOSE CONFERENCE ROOM WITH A NEW UNIT. THE NEW UNIT WILL TIE INTO THE SAME CHILLED WATER AND HEATING WATER MECHANICAL UNTILITIES. M99 -0137 EXPIRED ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE CHECKED - ENGINEER CHECKED APPROVED APPROVED ATE 10 -11 - 98 SUBTITLE TITLE MECHANICAL MASTER TITLE SHEET — DRAWING INDEX BUILDING 13 -01 By Date Permit No FILE COPY I A.KYKrntand that the Plan Check c, ^, s.:'.:,. t to errors and omtaelans and AC,:.FL plan„ does not autlarlb th0 violation At ."f adapted code CA oaring,. emapt of contractor's copy of CURRENT REVISION 1 SYMBGL SHEET V 0 JOB NO MFC DWG NO. SEPARATE PERM i REQUIRED FOR: ❑ MECHANICAL ELECTRICAL ❑ PLUMBING GAS PIPING _Y 70 OTiS CITY Of TUKWILA APPROVED JUL 121999 HO Tr31E BIJTLD(NG DMS 13 -01 —MO SYM ZONE 7 12/12 EX , 330 CFM 0 24 12 EXH. CM 220 CLI 24/12 EXH. 580 CFM ZONE 6 ZONE 8 &9 300 CFM 0 TAP I BOTTOM 0 300 CFM 0 r M i��� ILA Q I © �► ' ' 300 CFM II M � 1 A RE07 SHOEMAKE SERIES 700MA -0 14x14 DIF USER W \8 "0 NECK CFM AS NIITED (TYP 16 PLACES) 2M10 1M507 12" X 7" 24 GA GALV BRANCH TO MATCH EXIST. CONSTRUCTION (TYP 2 PLACES) 2 2M10 1M507 � \i�lni ®a�E'�11 'A 36/20 ZONE 1.4 ZONE 1.3 ZONE 8.2 ZONE 1.1 ZONE 8.1 ABANDONDED 1, ONE 112 ABANDOND-1 E 2.3 Zo 84 / 0 ZONE 9.5 FOR DUCTWORK ZONE a 6 THIS AREA ' 12/24 SEE 13.01 -M516 O I Z;NE 10 II�T� 100 CFM DUCT HANGER (TYP) 1M507 SHOEMAKER SERIES 700MA -0 14x14 DIFFUSER W\ 8" NECK 200 CFM PER DIFFUSER 'UNLESS OTHERWISE NOTED (61 PLACES) DIFFUSER DETAIL (TYP.) 2M1011M507 1M507 . 6B REVISION A 13 -01 BLDG. UPGRADE, SOUTH MEZZ, 2 UPGRADE 13 -01 C Reploce WAG Unit on Lower Roof 782758 -05 Bi C HARRAH 782758 -21 C HARRAH J#791896 - -00 KGP APPROVED U f',W0 /008 DATE 7/9/99 SIM REVISION r PLAN SCALE: 1 /8 =1 -0' BY APPROVED DATE ce;LAtiriZEZAW ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT DATE DRAWN C. HARRAH CHMC - R — ED ENGINEER CHECKED APPROVED DATE 8.1.98 APPROVED SUBTITLE TITLE ,18/10 Ox10 EXPIRED M99 -0137 DUCTWORK BUILDING 13 -01 nnl 1 0 /e r LEGEND: M El Y 24'0 9 340 CFM SHEET DIFFUSER RETURN GRILL J U L 2 2 1991 POINT OF CONNECTION AS NJitI FLEXIBLE DUCT WITH VOLR1z1��S MN RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN. ROUND DUCT, NUMBER INDICATES DIAMETER SUPPLY OUTLET AIR DIFFUSER /REGISTAR /GRILL. REFER TO SHEET MIA. 2 -WAY EARTHQUAKE BRACING, SEE Fxx= 4 -WAY EARTHQUAKE BRACING, SEE GENERAL NOTES: 1. ALL DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR. 2 ALL DUCTS WHOSE GREATEST DIMENSION IS 30" OR LESS SHALL BE 24 GAUGE GALVENIZED SHEET METAL. 3. ALL DUCTS WHOSE LARGEST DIMENSION IS BETWEEN 31" AND 54" SHALL BE 22 GAUGE GALVANIZED SHEET METAL. 4. ALL DUCTS WHOSE LARGEST DIMENSION IS BETWEEN 55" AND 84" SHALL BE 20 GAUGE GALVANIZED SHEET METAL. 5. ALL DUCTS WHOSE LARGEST DIMENSION IS GREATER THAN R °,." SHALL BE 18 GAUGE GALVANIZED SHEET METAL. 6. REINFORCE DUCTWORK EVERY 4F1 MAX. .3r0 SUPPORT EVERY 8FT. MAX. 8. ALL SUPPLY DUCTS WITHIN THE BUILDING SHALL BE WRAPPED WITH 2 "THICK, 1.5 POUND DENSITY FIBER GLASS INSULATION WITH AN ALUMINUM FOIL FACE, REINFORCED WITH FIBER FIBER GLASS YARN MESH AND LAMINATED TO FIRE RESISTANT KRAFT MANVILLE 800 SERIES SPIN GLAS WITH FSK FACE, OR APPROVED EQUAL. 9. DIFFUSER SIZES INDICATED ARE NECK SIZES DIFFUSERS ARE 24 "9 24" T -BAR LAY -IN. CONSTRUCTION NOTES > INSTALL NEW 180 22 GA GALV SPIRAL DUCT THROUGH THE OPEN WEB JOISTS. FABRICATE AND INSTALL 18 GA GALV. X 2" WIDE DUCT STRAPS AT EACH JOIST TO STRAP DUCT TO JOIST. FABRICATE AND INSTALL NEW 8 "0 BRANCH SUPPLY DUCTS TO TIE INTO THE NEW 18" MAIN DUCTS AND TO MATCH THE CONFIGURATION SHOWN WITH JUST ONE DIFFUSER PER BRANCH LINE. SUPPORT THE BRANCH LINE AT THE POINT OF CONECTION TO THE MAIN DUCT AND AT THE END OF THE BRANCH DUCT OFF OF FRAMING CHANNEL SPANNING AND BOLTED TO THE OPEN WEB JOISTS. CONNECT 8" FLEX BETWEEN THE SINGLE 8 "0 DUCT CONNECTION AND DIFFUSER IN THE LOCATION SHOWN. PROVIDE AN 8 "0 VOLUME DAMPER FOR EACH DIFFUSER. 3>PROVIDE AN 8 "0 TAP -1N WITH VOLUME DAMPER ON THE BOTTOM OF THE 18 "0 SUPPLY DUCT IN THE LOCATION SHOWN. CONNECT 8" FLEX BETWEEN NEW TAP -IN AND AN EXISTING DIFFUSER IN THE LOCATION SHOWN. - EXTEND THE 24" X 16" DISCHARGE DUCT THROUGH THE EXISTING ROOF PENETRATION AND PROVIDE A 90' MITERED ELL WITH TURNING VANES IN THE CEILING SPACE OF THE CONFERENCE ROOM. OFFSET THE 24" X 16" DISCHARGE DUCT TO ALIGN THE DISCHARGE OF THE ELL WITH THE CENTERLINE OF THE (2) 18 "0 DUCTS. S>FABRICATE A 22 GA GALV. 24" X 16" TO 48" X 16" TRANSITION AND INSTALL IT ON THE DISCHARGE OF THE MITERED ELL. ALIGN THE CENTERLINE OF THE TRANSITION DISCHARGE WITH THE CENTERLINE OF THE TWO 18 "0 DUCTS. ©FABRICATE AND INSTALL 22 GA GALV WYE BRANCH WITH AN INLET DIMENSION OF 48" X 16" TO CONNECT TO THE DISCHARGE ELL AND 18 "0 BRANCH CONNECTIONS TO CONNECT TO THE TWO 18 "0 DUCT RUNS. 7>EXTEND A 24" X 16" RETURN AIR DUCT THROUGH A NEW R00 PENETRATION AND CONNECT TO THE RETURN PLENUM OF THE NEW ROOFTOP AHU. - INSTALL A 24" X 48" 24 GA GALV. PRESSURE RELIEF DUCT IN THE NORTH WALL OF THE CONFERENCE ROOM. 'INSTALL SECURTIY MAN -BARS IN THE SUPPLY, RETURN AND PRESSURE RELIEF DUCTWORK AS PER DETAIL #3 ON SHEET #13- 01 -M520 ) i PROVIDE 24" X 48" ALUMINUM R/A GRILLES IN THE DROP X CEILING IN THE LOCATIONS SHOWN r'.URRENI REVISION KEY VIEW SCALE: NONE SYM 2v110 W APPROVED DATE 7/6/99 RECEIVED �. Oi- Tt !KWILA JOB N0. COMP N0. 791896 -00 PERMIT CENTER n DWG No. n1 n1, 11 4504 8504 FOR PIPING CONTINUATION IN MECH. ROOM SEE SHEET 13— O1 —M516 DBH -1 2 0 CHWS & R (NEW) RAIN 1 1/2" 0 COND. HWR DR' IN 4 "0 HWR (EXISTING) 1 1/4" 4" REVISION Replace HVAC Unit on Lower Roof J/ 791896 -00 BY Z KGP NT APPROVED z RWS /DOT DAD 7/9/99 STU REVISION BY APPROVED DATE c...erat7E-srisw. APPROVED B DEPT. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DATE EXPIRED DRAWN DATE EDDIE P. DUARTE 10 - 16 - 98 ONVINE HECKED APPROVED APPROVED SUBTITLE TITLE M99 -0137 HVAC PIPING PLAN BUILDING 13 -01.2 LEGEND: GENERAL NOTES: ( CONSTRUCTION NOTES: f DISCONNECT EXISTING 1 1/4" HEATING WATER SUPPLY LINE AND CAP IN CEILING. 'TIE INTO THE EXISTING 1 1/2 "0 CONNECTION TO THE 4 "0 HEATING WATER RETURN PIPING WITH A VICTAULIC CLEARFLOW DIELECTRIC WATERWAY AND ROUTE A NEW 1 1/2" COPPER HEATING WATER RETURN LINE UP TO THE NEW AHU PIPE CHASE. TIE INT" TV EXISTING 3"0 HEATING WATER SUPPLY PIPING IN CO rRIDOR WITH 3" C 1 1/2" VICTAULIC #920 MECHANICAL TEE. INSTALL A 1 1/2" VICTAULIC CLEARFLOW DIELECTRIC WATERWAY ON THE DISCHARGE OF THE MECH. TEE AND ROUTE A NEW ' 1/2" COPPER HEATING WATER SUPPLY LINE DOWN THE CORRIDOR, INTO THE NEW CONFERENCE ROOM, AND UP TO THE NEW AHU PIPE CHASE. SUPPORT THE EAST WEST PIPING RUNS AT 75" INTERVALS (EVERY OPEN WF3 JOIST) WITH HANGER AND THREADED ROD ATTACHED TO THE JOIST. SUPPORT THE NORTH —SOUTH PIPING RUNS AT 6' INTERVALS OFF OF FRAMING CHANNEL SPANNING TWO JOIST. SUPPORT ALL TUBING WITHIN 12" FROM THE JOIST TO AVOID SEISMIC BRACING. PROVIDE AN ISOLATION VALVE AT THE POINT OF CONNECTION. TIE INTO THE EXISTING 3 "0 CHILLED WATER SUPPLY PIPING IN THE MECHANICAL ROOM WITH A 3" X 1 1/2" VICTAULIC #920 MECH TEE. INSTALL A 1 1/2" VIC. CLEARFLOW DIELECTRIC WATERWAY ON THE DISCHARGE OF THE MECH. TEE AND ROUTE A NEW 1 1/2" COPPER CHILLED WATER SUPPLY LINE THROUGH THE CONF. ROOM AND UP TO THE NEW AHU PIPE CHASE. SUPPORT THE EAST —WEST PIPING RUNS AT 75" INTERVALS (EVERY OPEN WEB JOIST) WITH HANGER AND THREADED ROD ATTACHED TO THE JOIST. SUPPORT THE NORTH —SOUTH PIPING RUNS AT 6' INTERVALS OFF OF UNISTRUT SPANNING TWO JOIST. SUPPORT ALL TUBING WITHIN 12" FROM THE JOIST TO AVOID SEISMIC BRACING. PROVIDE AN ISOLATION VALVE AT THE POINT OF CONNECTION. 5 'TIE INTO THE EXISTING 3 "0 CHILLED WATER RETURN PIPING IN THE MECHANICAL ROOM WITH A 3" X 1 1/2" VICTAULIC #920 MECH TEE. INSTALL A 1 1/2" VIC. CLEARFLOW DIELECTRIC WATERWAY ON THE DISCHARGE OF THE MECH. TEE AND ROUTE A NEW 1 1/2" COPPER CHILLED WATER RETURN LINE THROUGH THE CONF. ROOM AND UP TO THE NEW AHU PIPE CHASE. SUPPORT THE EAST —WEST PIPING RUNS AT 75" INTERVALS (EVERY OPEN WEB JOIST) WITH HANGER AND THREADED ROD ATTACHED TO THE JOIST. SUPPORT THE NORTH SOUTH PIPING RUNS AT 6' INTERVALS OFF OF FRAMING CHANNEL SPANNING TWO JOIST. SUPPORT ALL TUBING WITHIN 12" FROM THE JOIST TO AVOID SEISMIC BRACING. PROVIDE AN ISOLATION VALVE AT THE POINT OF CONNECTION. ROUTE A 1 1/2" CONDENSATE DRAIN LINE FROM THE DISCHARGE OF THE COOLING COIL DRAIN PAN THROUGH THE ROOF, CONFERENCE ROOM, AND TO A FUNNEL DRAIN ON THE EAST WALL OF THE 2ND FLOOR MECH. ROOM. SUPPORT THE DRAIN LINE AT 6' INTERVAL OR r-T EVERY ROOF JOIST. CURRENT REVISION SHEET KEY VIEW SCALE: NONE SYMBOL 2V60 JOB NO 791896 -00 DWG NO EIFV YE TJKWWNh APPROVED JUL 7 '999 AS N11 cD dU!LDING DIV'SP E DATE 7/9/99 CITY O' COMP NO. - .naDAT GENirr SYM A REVISION APPROVED DATE SYM Replace NVAC Uo4 Lower Roof 791896 -00 RCP RWS /DOT 7/9/99 O O O O O PLAN SCALE: 1/8"--.1' —0 REVISION APPROVED BY DATE c___Atir4figEZAVG' M99 -0137 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY D #CSU -4K RATED 0 CFM ©3.35" TSP 460 V MOTOR, 30% \ TERS, 85% FINAL FILTERS CTORY ROOF CURB / DEPT. DATE DRAWN DATE C HARRAH 7.28.98 C _ K ERA CHECKED APPROVED SUBTITLE TITLE 0 0 O ROOF HVAC - PLAN VIEW BUILDING 13 -01 LEGEND: GENERAL NOTES: FITS 7W T I F.A. 65 DVED AUL [ r 699 AO NUI D SESD91G DIVT9T O CONSTRUCTION NOTES: INSTALL THE NEW GAYLORD #CSU -4K AHU IN PLACE OF THE EXISTING TRANE CLIMATECHANGER AHU. INSTALL THE NEW AHU SO THAT THE SUPPLY DISCHARGE DUCTWORK LINES UP WITH THE EXISTING ROOF PENETRATION. PROV. A NEW ROOF PENETRATION FOR THE R/A DUCT WORK. INSTALL AND SUPPORT THE NEW AHU AS PER THE STRUCTURAL DRAWINGS. r 10 II 12x3 14 10 ai o © © 3 � rrr � O j/ ///j U RFM11 j RFM10 KEY VIEW SCALE: NONE CURRENT REVISION 791896 -00 SHEET JOB N0. 791891i -00 SYMBOL A .=v10 DATE 7/6/99 RECEIVE) I rl ^! OF TUNWI A COMP NO EX STING EX1 ?RUST FM r L —' SYM A REVISION APPROVED DATE SYM Replace NVAC Uo4 Lower Roof 791896 -00 RCP RWS /DOT 7/9/99 O O O O O PLAN SCALE: 1/8"--.1' —0 REVISION APPROVED BY DATE c___Atir4figEZAVG' M99 -0137 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY D #CSU -4K RATED 0 CFM ©3.35" TSP 460 V MOTOR, 30% \ TERS, 85% FINAL FILTERS CTORY ROOF CURB / DEPT. DATE DRAWN DATE C HARRAH 7.28.98 C _ K ERA CHECKED APPROVED SUBTITLE TITLE 0 0 O ROOF HVAC - PLAN VIEW BUILDING 13 -01 LEGEND: GENERAL NOTES: FITS 7W T I F.A. 65 DVED AUL [ r 699 AO NUI D SESD91G DIVT9T O CONSTRUCTION NOTES: INSTALL THE NEW GAYLORD #CSU -4K AHU IN PLACE OF THE EXISTING TRANE CLIMATECHANGER AHU. INSTALL THE NEW AHU SO THAT THE SUPPLY DISCHARGE DUCTWORK LINES UP WITH THE EXISTING ROOF PENETRATION. PROV. A NEW ROOF PENETRATION FOR THE R/A DUCT WORK. INSTALL AND SUPPORT THE NEW AHU AS PER THE STRUCTURAL DRAWINGS. r 10 II 12x3 14 10 ai o © © 3 � rrr � O j/ ///j U RFM11 j RFM10 KEY VIEW SCALE: NONE CURRENT REVISION 791896 -00 SHEET JOB N0. 791891i -00 SYMBOL A .=v10 DATE 7/6/99 RECEIVE) I rl ^! OF TUNWI A COMP NO 24 W8 24 W8X24 W8 ROOF DRAIN 2 W81 N / � v- y MUSHROOM EXHAUST HOOD IN 3 � 4 "ROOF DI If h tz T I I t - - - -- I L----- 3 : Tr 1 1/2 "0 HWS [(NEW) HHWS1- -+1 1 1/2 "0 CHWS Sc & ± , LINES (NEW) fi I ro � 3'VENT 1 w 1 ~� I - dui - - 1 T -- RAI - - 1 I I 1 1 2 0 (RAIN �3 I 1 1/2 "0 - HWR ( 4 - - j FY 1 - -(NEW) HWR O EXHAUST FAN J I E (X HWR (EXISTING) 1 1 � SCUTTLE Alibi n DAMPER i RFM61I M520 RFM60 M521 I I j Tt C� (A SYM REVISION C? ( A REPLACE HVAC UNIT ON LOWER ROOF 4791896 -00 BY APPROVED RCP j RWS /DOT DATE SYM 7/12/99 4 EXISTING EXHAUST FAN REVISION 4aJ BY APPROVED DATE i? VV A 24 SCUPPER APPROVED BY ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 15 APPROVED M99 -0137 DEPT. EXPIRED DATE DRAWN C HARRAH CRACKED NGIN HACKED PPROVED ppanyrn DATE 7.28.98 24 31 24 TITLE O SUBTITLE ROOF HVAC PIPING - PLAN VIEW BUILDING 13 -01 i;IXV OF TU!9KWLk LEGEND: ATPRUVED JUL '2 / — CHWS— CHILLED WATER SUPPLY C — CHWR— CHILLED WATER RETURN _ NJIL6tfJG OIVTItON — HWS — HOT WATER SUPPLY — HWR — HOT WATER RETURN GENERAL NOTES: 1. CHILLED AND HOT WATER PIPING SHALL BE SCH.40 BLAC STEEL. JOIN PIPE WITH VICTAULIC PIPE COUPLINGS. 2. INSULATE HOT AND CHILLED WATER PIPE WITH 2" THICK MANVILLE MICROLOK OR APPROVED EQUAL. 3. ALL INSULATED PIPING ON ROOF SHALL HAVE AN ALUMINUM WEATHERPROOF JACKET. 4. LABEL ALL PIPING AS TO CONTENTS AND FLOW DIRECTION. CONSTRUCTION NOTES 1> PROVIDE ROOF PENETRATIONS FOR NEW CHILLED WATER SUPPLY AND RETURN PIPING AND ROUTE NEW 1 1/2 "0 LINES THROUGH TO THE PIPE CHASE IN THE NEW AHU. CONNECT NEW CHILLED WATER PIPING TO AHU COOLING COIL AS PER DETAIL #1 ON SHEET 13- 01 -M520 AND PER MANUFACTURING RECOMMENDATIONS. PROVIDE ROOF PENETRATIONS FOR NEW CHILLED WATER SUPPLY AND RETURN PIPING AND ROUTE NEW 1 1/2 "0 LINES THROUGH TO THE PIPE CHASE IN THE NEW AHU. CONNECT NEW CHILLED WATER PIPING TO AHU COOLING COIL AS PER DETAIL #1 ON SHEET 13- 01 -M520 AND PER MANUFACTURING RECOMMENDATIONS. PROVIDE ROOF PENETRATIONS FOR NEW CONDENSATE DRAIN PIPING AND ROUTE NEW 1 1/2 "0 LINE THROUGH THE ROOF IMMEDIATELY TO THE NORTH OF THE NEW AHU. INSTALL A MIN. 6" DEEP P -TRAP AND ROUTE THE DRAIN LINE THROUGH TO THE ROOF TO A FUNNEL DRAIN IN THE MECHANICAL ROOM AS PER DWG #13- 01 -2M60. DWG. NO KEY VIEW SCALE: NONE CURRENT REVISION SHEET R _, 60 JDB No. 791896 - -00 SYMBOL A DATE 7/9/99 RECEIVED CITY Ot' f'JY.VJ'u: COMP NO ' SYM A CHILLED WATER COIL PIPING SCALE: NONE REVISION CHILLED WATER COIL UNION (TYPICAL) PETE'S XL PLUG (TYPICAL) 3/4" HOSE BIBB DRAIN VALVE (TYPICAL) STRAINER 2ND FLR. MECH. RM EL.= 14' -0" MEZZANINE EL.= 11' -4' (j4 9 VENT 1 RFM601M520 3 -WAY AUTOMATIC MODULATING VALVE 1 1/2 "0 CWS CIRCUIT SETTER BALANCING VALVE 1 1/2 "0 CWR 4" HWR 3/4" HOSE BIBB DRAIN VALVE (TYPICAL) AN 3/4" HOSE BIBB DRAIN VALVE (TYPICAL) HOT WATER COIL PIPING DETAIL SCALE: NONE 1 1/2" CHWS & R CHILLED /HOT WATER COIL UNION PETE'S XL PLUG (TYP.) VENT STRAINER H CONF. ROOM SECTION 2M10I M520 SCALE 1/4' — 1 RFM601M520 3 -WAY AUTOMATIC MODULATING VALVE CIRCUIT SETTER BALANCING VALVE 1, 2 "0 EAT Replace HVAC Unit on Lower Roof 791896 -D0 )i .iI =T it- i__I►ii�11s_■1.I�li IIM PARIPM0 11•11• MI iii- i lITIA WAIN 111111•111M1 IMINIP11■1 24/8 8Y APPROVED KGP � RWS /DOT V.D. 1 3 , CHWS— L L 3 CHWR —.- SrM REVISION 1 1/2" CONDENSA E DRAIN APPROVED 1 1/2' CHWS & R 1 /2" HN 1 1/2" NW �BOE /NG° 1 1/2 "8 HWR TYP TYP ACCEPTHPILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DUCT 2 "x11 GA. INSERT 7 EXPIRED DATE DRAWN K. PENROD UHETRED ENGINEER K. PENROD CHECKED DATE 7/7/99 7/7/99 APPROVED MAX MAX. SUBTITLE TITLE RIVET © 6" O.C. MAX. 1/2 "0 STEEL BAR MANBARS FOR DUCTS OVER 12" Ski. SCALE: NONE 2M10 M520 SECTIONS & DETAILS BUILDING 13 -01 CURRENT REVISION SHEET JOB NO SYMBOL 520 DATE CI (TF TAM j1 APP913VVC JUL 1ST) ttIll.r! :G nl\'�tff�r COMP NO. O EXISTING WOOD DECK SECTION SCALE: 1" = 1' -0" REVISION J SCALE: 1/8" = 1' -0" EXISTING STEEL JOIST, REINFORCE ACCORDING TO DETAIL 6/5517 25' -O" EXIST. W21X62 U 0 1M I ID 0 0 CO W � EX ST. DOUBLE ANGLE BELOW JOIST EXIST. W16X36 BY APPROVED 8X10 #10 X 1 1/2" WOOD SCREW Cm 12" O.C. PARALLEL TO WOOD DECK (PREDRILL HOLE IN STEEL) DATE SYM EXIST. W21X62 EX ST. DOL BELOW 25' -0" BLE AN LE JOIST 8' -0" 14' 8" FIELD VERIFY ROOF PLAN DETAIL > A S517 S517 #10 A 1 1/2" WOOD SCREW ® 12" O.C. PARALLEL TO WOOD DECK (PREDRILL HOLE IN STEEL) 1 SECTION 5517S517 SCALE: 1" = 1' -0" REVISION EXIST. STEEL ANGLE "X" BRACING, BELOW JOIS - S, TYP. NEW HVAC UNIT COORDINATE THE DIMENSIONS OF STEEL SUPPORT FRAME W/ UNIT MANUFACTURER EXISTING HVAC UNIT TO BE REMOVED COORDINATE LOCATION OF SIPPLY AIR DUCT WITH XISTING ROOF PENETRATION MECHANICAL UNIT BASE BY MANUFACTURER 8X10 BY ROOF CURB BY MECH. UNIT MFR. ATTACH PER MFR. RECOMMENDATION E %ISTING WOOD DECK APPROVED S51,7 S517 5517 5517 TYP. PLAN DETAIL SCALE: 1/4" = V-0" SCALE: 1/4" = 1' -0" #10 X 1 1/2" WOOD SCREW 10 12" O.C. PARALLEL TO WOOD DECK (PREDRILL HOLE IN STEEL) SECTION SCALE: 1" = 1' -0" BoffsAV MECHANICAL UNIT BASE BY MANUFACTURER AMIN MN 1111. PL 3/8 X 3 1/2" X 6" W/ 2 -3/4 "0 A307 BOLTS 3/16 3/16 W8%10 TYP. 5517 55 7 L3X3X1 S517 5517 L3X3X1/4 TYP. B S517 S517 ROOF CURB BY MECH. UNIT MFR. ATTACH PER MFR. RECOMMENDATION W8X10 3 S517 S517 12" MIN. TYP. 1/2" 1 1/2" EXISTING WOOD DECK /110 A 1 1/2" WOOD SCREW ® EVERY OTHER BOARD PERP. TO WOOD DECK (PREDRILL HOLE IN STEEL) ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE #10 X 1 1/2" WOOD SCREW 0 8" O.C. PARALLEL TO WOOD DECK (PREDRILL HOLE IN STEEL) TYP. ROOF PENETRATION (A SECTION flqc- O'37 TYP. JOIST REINFORCING 6 EXPIRED SCALE: N.T.S. DRAWN T.DANIEL C HECKED ENGINEER T.DANIEL CHECKED APPROVED DATE 7.7.99 7.7.99 EXISTING WOOD DECK SUBTITLE TITLE EXISTING WOOD DECK PL 1/4" X 4" X 6" 2 -5/8 "0 A307 BOLT S EXISTING STEEL JOIST, REINFORCE ACCORDING TO DETAIL 6/5517 SECTION SCALE: 1" = 1' -0" 3 'i TYPICAL 3 16 V\ TOP AND SIDES /2 ' #10 X 1 1/2" WOOD SCREW W 8" O.C. — PARALLEL TO WOOD DECK (PREDRILL HOLE IN STEEL) L3X3XI /4 5517 5517 =NM 1111311111111i. #10 X 1 1/2" WOOD SCREW ® EVERY BOARD PERP. TO WOOD DECK (PREDRILL HOLE IN STEEL) SCALE: 1" = 1' -0" >2" CONCENTRATED LOAD O BOTT. NEW PENETRATION IN EXISTING DECK CONCENTRATED LOAD O TOP CHORD STEEL JOIST L2x2K3/16 EA: SIDE � PANEL POINT REPLACE HVAC UNIT BUILDING 13 -01 5517 5517 SI IEE 3/16 V OR I I - TYP. T — L3X3X1/4, TYP. L3 3X1/ TYP. S517 S517 CURRENT REVISION 5517 P PCEN,T, SYMBOL `'• — DnDATF JOB NO. COIAP N0. 791896 -00 `D LI S9G RLT_TTL D■`, ^N35: iYM REVISION BY APPROVED DAZE SYM REVISION BY APPROVED DATE i P. __�E i I'.A._ Li , i �l - 1' F 7918`16, -co o.5,3.11 o.5,3.11 L 1 TYP. '. END 3/16 3/16 V in B EXIST. DOUBLE ANGLE BELOW JOIST SECTION SCALE: 1" = i' -0" L 2 1/2"x2 1/2"x1/4 "_ BRACE EA. SIDE TO EA. W8 3 SIDES TYP. 5 0" EXIST. W21X62 EXIST. W21X62 O 1 -- id J i W F IO ( L ) I� EXIST. DOUBLE ANGLE BELOW JOIST I 3/16 1n 1 D AD F-, I i J! T W'. F-i Ni ROOF PLAN DETAIL SCALE: 1/8" = 1' 0" EXISTING STEEL JOIST, / REINFORCE ACCORDING TO DETAIL 6/5517 EXIST. W16X36' S517 S517 ri 0517,5517 EXIST. W16X 14' - -8" VERIFY / 1/4" STIFF. PL, NP. PL 3/8x4 "x8" W /4 -5 /8 "A BOLTS (A307) W8X10 i S517 25' -0" EXISTING WOOD DECK j\' OF PLY AIR DUCT WITH EXISTING ROOF PENETRATION 8' -0" FIELD VERIFY S517 S517 2' -0" VERIFY W/ MECH UNIT MFR. 3/16 SECTION SCALE: 1" = 1' -0" ncq V EXIST. STEEL ANGLE — "X" BRACING, BELOW JOISTS, TYP. EXISTING HVAC UNIT TO BE REMOVED NEW HVAC UNIT COORDINATE THE DIMENSIONS OF STEEL SUPPORT FRAME W/ UNIT 1VIANUFAC T URER 7/8" MIN I I II I 2-5/8"0 O RU 07) JST TOP C NOSE; CONTRACTOR OPTION FIELD OR SHOP WELDS 5517 5517 S517 5517 TYE. EXISTING STEEL JOIST, REINFORCE ACCORDING TO DETAIL 6/5517 TYP. ROOF PENETRATION SCALE: 1/4" = 1' -0" MECHANICAL UNIT BASE BY MANUFACTURER � 14 PL 3/8 X 3 1/2" X 6" W/ 2 -3/4 "m A307 BOLTS 3/16 3/16 SECTION SCALE: 1" = 1' -0" 20E/NC WBX 10 -- 1/2" ROOF CURB BY MECH. UNIT MFR. ATTACH PER MFR. RECOMMENDATION W8X10 FOR NOTES IN COMMON SEE REFERENCE DETAIL 1/S517 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY re S517 S517 55157 EXISTING WOOD DECK DEPT. DATE #10 X 1 1/2" WOOD SCREW 5 B" O.C. PARALLEL TO WOOD DECK - (PREDRILL HOLE IN STEEL) DRAWN T.DANIEL NECKED - ENGINEER - - F.DANIEL CHECKED APPROVED OAIE 7.7.99 7.7.99 EXISTING WOOD DECK SUBTITLE TITLE EXISTING WOOD DECK - - -\ PL 1/4" X 4" X 6" W/ 2 -5/8 "0 A307 BOLTS EXISTING STEEL JOIST, REINFORCE ACCORDING - - TO DETAIL 6/5517 SECTION SCALE: 1" = 1' -0" #10 X 1 1/2" WOOD SCREW Q^ EVERY BOARD x, MANX PERP. TO WOOD DECK - (PREDRILL HOLE IN STEEL) SECTION SCALE: 1" = 1' -0" 11/2 NEW PENETRATION IN EXISTING DECK REPLACE HVAC UNIT BUILDING 13 --01 TYP. JOIST REINFORCING SCALE: N.T.S. 3 /lU < / TYPICAL 3/16V \ TOP AND SIDES 1 1/2" #10 X 1 1/2" WOOD SCREW 0 8" O.C. PARALLEL TO WOOD DECK (PREDRILL HOLE IN STEEL) - - L3X3X1/4 551715517 P /16 VOR I I G \ ---- L3X3X1/4, NP. ---- L3X3X1 /4, NP. 551715517 55117 TYP, RECEIVED CITY OF TUKWILA 11_:f Yti9`; PERMIT CENTER SIONNO,- CURRENT REVISION SHEET JOB N0. 551 791896 -00 SYMBOL DATE COMP NO.