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Home My WebLink AboutPermit M97-0104 - BOEING #9-150.:�/ City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M97 -0104 Type: B-MECH Category: NRES Address: 10500 WEST MARGINAL PL S Location: Parcel #: 042304 -9150 Contractor License No: BOEINC*294ML TENANT BOEING #9 -150 10500 WEST MARGINAL PL 5, SEATTLE, WA OWNER GIUSEPPE & ASSUNTA DESIMONE TRUS Phone: 206 358 -3409 701 FIFTH AV, 9TH FL, SEATTLE, WA 98124 CONTACT GARY TALLER Phone: 206.544 -2975 P.O. BOX 3707,..46 -87 SEATTLE, WA 98124 CONTRACTOR BOEING COMPANY P.O. BOX 3707, M/S IF -09, SEATTLE, WA 98124 ". **** * * * * * * * * * * * * * *.* * * * ** * * * *tk. * ** k * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Permit Description:. REMOVE.' EXISTiNG HVAC: UNIT AND:REPLACE WITH LIKE" KIND HVAC, MODIFY SUPPORTS AND DUCTING. UMC Editiop: 1994 * * * * * * * * ** * * * * * * * ** * * * * * ** ** * * * * * * * * * ** * *** k ** * *** * ** * * * * **** * * ** *tit * * * * *** Permit Center Authorized Signature Al Valuation: Total Permit. Fee: kl.g Status: ISSUED Issued: 08/19/1997. 'Expires: 02/15/199 (206) 431 -3670 30, 000.00 54.69 I hereby certify that I have read and examined this permit and know the same to be true and correct.. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work.. I am authorized to sign for and obtain this bui ding per mit. Signature: -� Date:_ gJ .7 Print Name: Title: This permit shall become."null and void if the work As not commenced within 180 days from the date of issuance, or.:.if the work is suspended or abandoned for a period of 180 days from the last inspection. Project Name /Tenant: '',0c'.r•� '.e, r,.sc, S GC &to �- l5 V o f C © Tax Parcel Number: pm 23 0 - Site Address: 0500 (A) r KAI v .....:.;, S . Above Ground Tanks II Antennas /Satellite Dishes I Bulkhead /Docks I Commercial Reroof El Demolition ❑ Fence P`I Mechanical El Manufactured Housing- Replacement only ❑ Parking Lots ❑ Retaining Walls Cl Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting City Stale /Zip: Property Owner: THE BOEING COMPANY Phone: 206- 544 -2975 Street Address: P.O. BOX 3707 M/S 46 -87 Seattle, WA City Stale /Zip: 98124 Fax It: 206 - 544 -2854 Contact Person: Gary Taller 0 Standby Phone 2 0 6- 5 4 4 - 2 9 7 5 Street Address: P.O. BOX 3707 M/S 46 -87 Seattle, WA i y Slate /Zip: 9 i24 Fax II: 206 - 544 -2854 Contractor: 'Oe..h ' Phone: Street Address: City State /Zip: Fax It: Architect: Phone: Street Address: City State /Zip: Fax II: Engineer: ` ` , �Y\C1�t`Dh � �t^aS tl/\ City State /Zip: Phone: / S� s312 b Fax II: Street Address: ,., f+1_Aktlli.4N I IRO ill,' 0.9. 0.N. bt ,ptl, b1 .. ut$ o.i. P.,1 Ot; gbAe! l .::' a PdAnl Description of wor(c to be do e: fr ' , 1 4,, avC , Z�I.5 4. %' 1 ItV U-hr 4 � ' 14' C 1 '/ 0 t v i RV L. ,A.:ir 1 c Ea o f a ■ I • r , 1 � in the building? ❑ yes V no a er Indicalin• • uanlities & Material Sa /et Data Sheets Will there be storage of flammable /combustible hazardous material Attach list of materials and stoma •e location on se wale 8 1/2 X 11 Above Ground Tanks II Antennas /Satellite Dishes I Bulkhead /Docks I Commercial Reroof El Demolition ❑ Fence P`I Mechanical El Manufactured Housing- Replacement only ❑ Parking Lots ❑ Retaining Walls Cl Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting ,MON,'i;'ILSYSEOVICO( IALING8Tr , a, :.. , , . A .• .' .,,::,Amv a.,, Phone: ,._.;,4„, , .. Name: Address: City /State /Zip: 0 Water 0 Sower 0 Metro 0 Standby Miscellaneous Permit Application ,` : ;' :' iApf'LIcAN; fdH�CI11551 FO( �?IViISCUL► AN0. �5:. {?L1t3LIC;WCIF?AKS:hERMI,T,5';; El Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault)ff: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer It: ❑ Sewer Main Extension 0 Private 0 Public El Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only CI Channelization /Stripin ❑ Flood Control Zone El Landscape Irrigation El Storm Drainage El Water Meter /Exempt f! Size(s): Cl Water Meter /Permanent # Size(s): El Water Meter Temp #f___ , Size(s : Est. quantity: gal Schedule: CI Miscellaneous LI Moving Oversized Load/Hauling WA11EIIM 811,DEpd51.7 /tigO7ND,TINVINGIM Name: Address: Hale application accepted: MISCPMT.DOC 7/11/96 CITY OF P IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 ob # 7 .r. - Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Date application expires: Phone: City /State /Zip: 1 - 31 -6 • Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current tee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Application ink pr,by: (initials) BUILDING `_:; . i:,. {. t <` :S..''':'`.'''i'''. ', ; 4' .•,f., y . ; ;• '.t t:. }. f y �,� 1 i. r , � 1 ,,,' < � •'. ;X ° •>,��'i��A.tl'1.' , A,. , , ' .,;, , : OWN R''OR�AUT � •l : • MT a • � �;.;'t ' Signature: �! , �r (ALA ::r,. •,j C :r ,,',S`t.#.' Y-aP '�Sttrir i ''' • i e ee t(� n a // (� I7 f t, 7 1 # 'n ti s a t e iteypis ''es�r . ;' ;i$'I.' ; : !3 .; ' l.h {ar. ;`Jr ; , +;i �. " alxx i( lrt; •, 7ii.l r • b^ i . , 'i r I: 1 4 1 !•'' � . t 4, r f .�1• y I, , li� !�: 5 ..+ • ' % l.'� ,1 + l N�• y= �J 1 +) Uri d e... l•' � I L 11j 1'r i':.il ii' 'll t � t'. r . , 'f !i 3 '�.Ir;.," p. ;.. ./� -, s.. ^..t ry , . fF. ,'.+.T;`h•\ /." M1 .., 7D': ?!'�!. Ks: {. I;'f^ p N7 v,X41 3 {w �W I es R ' Cat l ,ti , ) I' ^(, �.:�� 1 • y! { r I t r ;{ t r , l v 'I . V 7 • # 7 ; i f1 r. r> '1 rf f I _} \•1 '1 r t fi r ji :( t f f . ' ' , I t ''6 1 1J k . , y . � / y 1 ( �S34 { ,,r• �jjl t . / ' f i • • 1 l.ic 7x3, �v.YJ.\15 �.SY�) +: •: 1 1 4 . ., i. 'i:'•; . i1t� i r ' 1 ,. 4 t � •=',:":•.,-..,,, Dale: 3 /,r�^ L Pl intname: GAgY � ' ALt_t�'? 11 •C+'OG,ryk','/'�? B ({ � 'l q .t A ',. f q , 1 .;.t4 1 �1l1 ab i4FY 1.7 \I f . J( + ^i lfr "L1 1 ( � [ r , ' '� t i tf; F: �>,Y :,lit :i .4 , jt M ; _ , ; f r.. 11 . I: !: t'..(1 .. 4 rr T Phone: 5 Fax II: 544 -285 City /State /Zip: Sea t t 1.e , WA 9 81.2 4 Address: P. O. 130X 3 7 0 7 M/ S 4 6- 8 7 ALL MISCELLANEOUS 'MIT APPLICATIONS MUST 8E SU 'ITYED 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 CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PEFiluir naitW” El 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 1.1 -4, "Affidavit in Lieu of Contractor Registration ". Build 'e+ /Aut ar zod A e' ie' a c to lher , , •r . a t ` l � • 4 ,' ;b.,, • .t:: C HY.•lhrlrit =b; MvF..r >; trig, , , wn f'. h , f o, i?t ;l('i1, p01 A!? ' o p (life til4 �?W 1f�r� �t 9 (etfq.11 cflr 9 1 /gogin9gri I! 4g11(W K� tig0 by Ilia SIalQ of Washington,: s ootariz©d�loiter (roan ((ie propoil P Wha ( a itl(14fIz 1 (1g IIIq a jenl to s thle'pirm(t gppf14qt1GnVI1t7d' obtain the permit will be required as part of i O •Stiinpittal. „ ;;; ; •; r ',.;;; MISCPMT.UOC 7/11/96 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW TH SAME TO BE TRUE UNDER PENALTY OF PE17.JURY DV VIE LAWS OF TILE STATE CF WASIilNOTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. , . t ` t . r ,. p l 'n g °!r{F < � I iy 4 iq s : ta pove pult�<T�fln� 4 !IlYAel' a ("� n Y (7 :.t l ( ( � t t. Y, : > 2f.`' , l r is : •1 ? . •1 l0.0.1„ tn `e9eedln .1,15 !? $I�tI pTf� . d`p ,r .), rgr e 1,9Pt. 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J > = Gill tag } ALL MISCELLANEOUS 'MIT APPLICATIONS MUST 8E SU 'ITYED 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 CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PEFiluir naitW” El 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 1.1 -4, "Affidavit in Lieu of Contractor Registration ". Build 'e+ /Aut ar zod A e' ie' a c to lher , , •r . a t ` l � • 4 ,' ;b.,, • .t:: C HY.•lhrlrit =b; MvF..r >; trig, , , wn f'. h , f o, i?t ;l('i1, p01 A!? ' o p (life til4 �?W 1f�r� �t 9 (etfq.11 cflr 9 1 /gogin9gri I! 4g11(W K� tig0 by Ilia SIalQ of Washington,: s ootariz©d�loiter (roan ((ie propoil P Wha ( a itl(14fIz 1 (1g IIIq a jenl to s thle'pirm(t gppf14qt1GnVI1t7d' obtain the permit will be required as part of i O •Stiinpittal. „ ;;; ; •; r ',.;;; MISCPMT.UOC 7/11/96 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW TH SAME TO BE TRUE UNDER PENALTY OF PE17.JURY DV VIE LAWS OF TILE STATE CF WASIilNOTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CITY OF TUKWILA Address: 10500 WEST MARGINAL PL 'S Permit No: M97 -0104 Suite:, Tenant: BOEING #9 -150 Status: ISSUED Type: B -MECH Applied: 07/31/1997 Parcel #: 042304-9150 Issued: 08/19/1997 • k• 4k*** k* k**' 4**• k• k* k• k**• k******• k k• k• k*** k*• k• k k• k*• k •k•k* *•k * *k**•k•k **•k•kk **k•k * Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and t Tukwi.la.Building Division. 2 All permits, inspection;-rwecards, anti approved plans shall be available at the j,obi si,te• `prior to the start.;: of any con- struction. These dvcuments ;are to '.be maintaine avail- able until final, °inspection approval is granted 3 Ali construction to be `done in' with approved plans and re'quirements, of the Uniform Building,; Code (;1994 Edition) asamended, Uniform`Me`chariical (T994 Edition), and. Washington State Energy Code (1994 Edition).: 4 . MANUFAOURERS 'INSTALLATION INSTRUCTIONS REQUIRED,ON SITE FOR T E; -; BUILDING INSPECTORS' ; REVIEW.;' 5. All sti uc.tur *al we`lding,; be done by W.A.B.O certifie weld0rs an`d't� special inspected (UBC - Sec. 306(a)5). 6. .When'specia l ` inspect io'ri is requ ired.•:.e i ther the owner, . architect or engineer shal l riot•ify the Tukwila Building, Di�r,1sion ` " appointment of the inspection agencies :prior, t th 'i, i rst b u i l d i n g . inspectMn :H Copies, of _all special inspect Won r e'ports..shal l besubmitted, to the Building Div Sion iti a2 timely manner., Report sh'al " contain ,address project name,.: per : mi,t. nu , mber :-an,d type` of inspection being- per'f�`armeilz'°i i r `.t .A The p epipl ; i�f spect :shall submit a report stag',whether the work requiring .special inspection, was', to tr`Oq, best' of ,the inspector's know }ledge, in ,conformanc w i th,�t approv`,,e.d plans and specifications ,anl the' app l icabFl e workrnariship provisions of the UBC. r' Valid•i•'ty, of Permit,, The issuance of;a permit approval :o plans ,'X; p.ec.if1'catio"ns, and computations shal:l'- con." strued to ; be a, for, or an approval,.of, any ,violation of any of ., t h,e pir^ov i s i ons' of ,,t,h,e building ' code or ".of other ordinance of the jurisdic No Permit` pres,um;ing to give author`'i..ty : : :to violate on .cancel : the provi::ionGof "this code shall be va:l:id REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F c C.6 t&kOI C PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER M97 -0104 PROJECT NAME BOEING 19 -150 DEPARTMENT: BUILDING DIVISION REVENTIO E PLANNING DIVISION' PUBLIC WO � , STRUC� ❑ PERMIT COORDINATOR is ct DETERMINATION OF COMPLETENESS: (T,Th) C OMPLETE NOT COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS DATE APPROVED I I APPROVED WI CONDITIONS C NOT APPROVED (attach comments) E DATE REVIEWERS INITIAL DATE r.- «..•.« M.0 *!. txbNt. nn.. aM '�V+ /SwTirr...�.H�. DATE 7/31/97 DUE DATE 8/05/97 NOT APPLICABLE DUE DATE 8/19/97 DUE DATE NOT APPROVED (attach comments) Q (Ccriftcadoa of occupancy required. __ ) r*kkk *k *Ii * * * *k***: **k* h**Fr* * **k*:* ******•A kk* ******hkk****k* *k **k** ;ITY OF.-TUKWIL.A, WA`. � �/� . TRANSMIT rk* * * * *h *14 * *kk.k * k * MT - ) k •h• k, kkkk* *k *. *fir *k,•k****** *k * ** ** *k TRANSMIT Number: R9700628 Amount: .54.69.08/19/97 0 Paviaent. Method: `.CASH Notation: HOEING In i t : SL13 Permit No: ' ° •0104 Type: D-MECH MECHANICAL PERMIT Parcel No: .:042304 -9150 Site Address: ` 10500. WESf MARGINAL PL S Total Fees: 54.(Y1 This Payment 54.69 Total ALL Pints: 54.69 Balance: .00 k*** k**** kFA******* k*** hk*** khk *kk * *A•*r * *k * * *kk *+k **Fr rFF Account Code Description Amount 000/345.880 PLAN CHECK - MONMES 10.94 000/322.100 MECHANICAL - NONRES 43.75 June 25, 1999 Gary Taller PO Box 3707 M/S 46 -87 Seattle, WA 98124 RE: Permit Status M97 -0104 10500 West Marginal Place S Dear Mr. Taller: In reviewing our current permit files, it appears that your permit for replacement of existing HVAC unit issued on August 19, 1997 has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, 4 04,1x_ Brenda Holt Permit Coordinator City of Tukwila Xc: Permit File No. M97 -0104 Duane Griffin, Building Official .w....,.......,......_.._.- _..._....._._.._..........+...» w.... ww.,......, a. e. w.*+ w ..aa+mn.nstw.w.wa- e+..nw.. -,... Department of Community Development Steve Lancaster, Director John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Faro (206) 4313665 CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No:° M9.?Oid4`. Status: ISSUED Validated By: SLB Status: ISSUED Active /Inactive: A Permit No: M97 -0104 Statues ISSUED Line 1 2 3 GARY TALLER 4 BOEING COMPANY Enter Option: I S Keyword: UACT User: 1672 05/25/99 MECHANICAL PERMIT Tenant : BOEING: #9 150 Address ]0500;WEST MARGINAL'PL';8' Base Information Parcel No: 042304 -9150 Owner: GIUSEPPE & ASSUNTA DESIMONE TRUS Plan Ck Approved: Applied: 7/31/199.7' Issued: Completed: / / To Expire: Type: B -MECH Vera: 9602 Screen: 01 • Final Notice Sent:, / / Final Response By: / / Nature of. Work: REMOVB EXISTING`HVAC UNIT •AND REPLACE Location: Category: NRES (RES; NRES, STOV) Inspector Areal Valuation: 30,000.00 UMC Edition (Yr): 1994 Fire Protection: Use Change (Y /N): N Storage of Flammable /Hazardous Materials :NO F7•Update, F2.Previous Line, Fl.Screen Index, ESC=Cancel Update CITY OF TUKWILA Id: ACTP140 Keyword: UACT User: 1672 05/25/99 Activity Maintenance - People Processing MECHANICAL PERMIT Tenant: BOEING #9 -150 Address:. 10500 WEST MARGINAL PL S Name Relationship BOEING #9 -150 TENANT GIUSEPPE & ASSUNTA DESIMONE TRUS OWNER CONTACT . CONTRACTOR 8/13/1997 8/19/1997 2/15/1998 License No. Date 07/31/1997 07/31/1997 07/31/1997 BOEINC*294ML 08/18/1997 Inspect a Person 9 Relationship: CONTACT y Name: GARY' 9 Address: P 0 BOX 370T,46 -87 9 SEATTLE, WA• 9 9 Zip: 987,24.. 9 Phone: 206 544-2975 Date: 07/31/97 y Notation: 9999199 Press any key to continue * ** Catalog 282 North American Edition Commercial Unitary Rooftop Units 15, 17-1/2 & 20 tons Models LCA180 thru 240 Cooling with Optional Electric Heat Models LGA180 thru 240 Cooling with Gas Heat 4 STBO O RECEIVED CITY OF TUKWILA AUG I :s 1997 PERMIT CENTER McQuav® Air Conditioning WililliflOOMMIMAY19A1,091. . , ' ' '., , t . •.--e-' . - ',.1 tian LCA /LGA180 ; . F, ,'.': °.,az, Rea ..LCWGA210 u Evaporator Blower and Drive Selection Blower wheel nominal dia. x width - in. (mm) (2) 15 x 15 (381 x 381) (2) 15 x 15 (381 x 381) 3 hp (2.2 kW) *Motor & Drives Nominal motor output - hp (kW) 3 (2.2) 3 (2.2) Max. usable motor output - hp (kW) 3.45 (2.6) 3.45 (2.6) Voltage & phase 208/230v, 460v or 575v -3ph RPM range (Drive 1 or 2 option) 685 - 905 685 - 905 5 hp (3.7 kW) •Motor & Drives Nominal motor horsepower (kW) 5 (3.7) 5 (3.7) Max. usable motor output - hp (kW) 5.75 (4.3) 5.75 (4.3) Voltage & phase 208/230v, 460v or 575v -3ph RPM range (Drive 2, 3 & 4 options) 685 - 905, 850 - 1045 or 945 - 1185 685 - 905, 850 - 1045 or 945 - 1185 7.5 hp (5.6 kW) 'Motor & Drives Nominal motor output - hp (kW) 7.5 (5.6) 7.5 (5.6) Max. usable motor output - hp (kW) 8.63 (6.4) 8.63 (6.4) Voltage & phase 208/230v, 460v or 575v -3ph RPM range (Drive 5 & 6 options) 945 - 1185 or 1045 - 1285 945 - 1185 or 1045 - 1285 Evaporator Coil Net face area - sq. ft. (m) 22.3 (2.07) total 22.3 (2.07) total Tube diameter - in. (mm) & No, of rows 3/8 (9.5) - 3 3/8 (9.5) - 3 (standard efficiency) or 3/8 (9.5) - 4 (high efficiency) Fins per inch (m) 14 (551) 14 (551) Drain connection no. & size - in. (mm) fpt (1) 1 (25.4) (1) 1 (25.4) Expansion device type Net face area - sq. ft. (m Balanced Port Thermostatic Expansion 56.5 (5.25) total Valve, removeable power head 56.5 (5.25) total Condenser Coil Tube diameter - in. (mm) & No. of rows 3/8 (9.5) - 1 (standard efficiency) or 3/8 (9.5) - 2 (high efficiency) 3/8 (9.5) - 1 (standard efficiency) or 3/8 (9.5) - 2 (high efficiency) Fins per inch (m) 20 (787) standard & 16 (630) high 20 (787) standard & 16 (630) high Condenser Fans Diameter - in. (mm) & No. of blades (4) 24 (610) - 3 Total Air volume - cfm (L/s) 15,850 (7480) standard efficiency - 15,700 (7410) high efficiency Motor horsepower (W) (4) 1/3 (249) Motor rpm 1075 Total Motor watts 1370 standard efficiency - 1380 high efficiency Filters (furnished) Type of filter Disposable, commercial grade, pleated no. and size - in. (mm) (6) 24 x 24 x 2 (610 x 610 x 51) Electrical characteristics 208/230v, 460v or 575v - 60 hertz - 3 phase Specifications - 180 do r O sizes •Using total air volume and system static pressure requirements determine from blower performance tables rpm and motor output required. Maximum usable out - put of motors furnished are shown, In Canada, nominal motor output is also maximum usable motor output. If motors of comparable output are used, be sure to keep within the service factor limitations outlined on the motor nameplate. Cooling capacity - 180 and 210 sizes Arr;y• "•~b ; LCA/LGA180S iy .1 LCA /LGA180H r' . §PMCIard.L'i'"Ca • ;' .:....High $ 4ICINIR iciencyyl[YMM n ', ' Gross Cooling Capacity - Btuh (kW) ft‘ Cooling Ratings Refrigerant Charge Furnished Circuit 3 (HCFC -22) Circuit 4 Net Cooling Capacity - Btuh (kW) Total Unit Power (kW) *EER (Btuh/Watt) "tlntegrated Part Load Value (Btuh/Watt) Circuit 1 Circuit 2 186,000 (54.5) 180,000 (52.7) 19.6 9.2 10.5 9 lbs. 0 oz. (4.08 kg) 9 lbs. 0 oz. (4.08 kg) 188,000 (55.1) 182,000 (53.3) 15.8 11.5 13.3 11 lbs. 0 oz. (4.99 kg) 11 lbs. 0 oz. (4.99 kg) 1 LCA 490210tti r- t ril" taridardL`i t UNIC OWsk. i `. 212,000 (62.1) 204,000 (59.8) 22.7 9.0 7 lbs. 8 oz. (3.4 kg) 9 lbs. 0 oz. (4.08 kg) 11 lbs. 0 oz. (4.99 kg) 7 lbs. 8 oz. (3.4 kg) 11 218,000 (63.9) 210,000 (61.5) 18.8 11.2 11 12.3 lbs. 0 oz. (4.99 kg) 10.0 7 lbs. 8 oz. (3.4 kg) 11 lbs. 0 oz. (4.99 kg) lbs. 0 oz. (4.99 kg) 7 lbs. 8 oz. (3.4 kg) 11 lbs. 0 oz. (4.99 kg) 'Ratings from tests in accordance with ARI Standard 340/360; 95 °F (35 °C) outdoor air temperature and 80'F 127 °C) db /67 °F (19 °C) wb entering evaporator air; mini- mum externa duct static pressure. tlntegrated Part Load Va ue rated at 80 °F 127 °C) outdoor air temperature. NOTE - Capacity is net and includes evaporator blower motor heat deduction. Gross capacity does not include evapora or blower motor heat deduction. Gas heating capacity - LGA180 and LGA210 siz ; t y j�^ . , t� p +„ t p ode( �` %•.,7,7.7!'k.N'MY'th {e s.�n,.:. <+tz'iit:t,�. (� , t.!aK +;V:Y!•X't1�� ":t �'JI.Y`:C: S t Y4 Saa.. • .t� �iY isr.4i�nxtI t�nputType.,:t i!.1z? ti� " °'`d�'. Input (low) - Btuh (kW) 169,000 (49.5) Two Stage Heating Capacity (Natural or LPG/Propane Gas Output (High) - Btuh (kW) (at Sea Level) A.G.AJC.G.A. Thermal Efficiency Output (low) - Btuh (kW) 135,000 (39.6) Input (High) - Btuh (kW) 260,000 (76.2) Gas Supply Natural Connections npt - in. • Recommended Gas Supply Pressure - wc. in. (kPa) " LPG/Propane LGA180 Standard 208,000 (60.91 80.0% High;: ?7.i 305,000 (89.4) 244,000 (71.5) 470,000 (137.7) 376,000 (110.2) 80,0% . Standard o"! i 169,000 (49.5) 135,000 (39.6) 260,000 (76.2) 208,000 (60.9) 11 (2.7) 80.0% : " „t!ig • 305,000 (89.4) 244,000 (71.5) 470,000 (137.7) 376,000 (110.2) 80.0% "LPG/Propane Natural For LPG/Propane units a field conversion kit is required and must be ordered extra. Page 10 / Catalog 282 t !i%r.. * ' v: jE •,' rf'4 •1r1 . 1 n S w: i t 1 /. r. r ' ; , '` .r Mg '. 1,` 1r A�85RR'.129P :.,c ;y C: r , .' r ' ... `414.;,, .. .. 4'. •,y�' , ' . r ; qr r( � . t � • ^ r �,G1.Y.71 L.: r: IS ` • i OFr,` It 7 .,.__, 95/1314351 e1f1 1 . '.- s • •.s >io4 .t-+" _. J 1 . .._ , ; TT 3, .� lir .*. 7-777"".''y t t• ., .1 i j r - .:�•� �e u�,jyL ,- -.. ' . ::"�'- r,.c�1 1 ,1 5 4 , ,. F=-' 0 - ii Y n ,, � ,, .,. {, ' ' � .• S , -- icy YlR" . r; -.-r�� ,,., �, t�` 1 :. ., `1 .. .... ; .. - ._ ._.,_,...,7 M ;•=$.. i' . ` ... _T ,i? 17; ~: t . ., 1 ^ L1.; t t . : . --, . , 4 �:::I:aa • -; f 18,9501 19,4901.781 20,050 t v ' j .SA1111Z1I9i 1 ` TofafEl "� • f• 'fi t . • T, - 1' eutt>r11• �r ✓./ Yr.: Dc11GBhibu l .1,1 7' •, • y -. j p✓.7 - 7, 7:• JI, �•"" • I t . r . T_ r ' w► • ^ ' • 7 • i .71 88 11.001 9711 .001150.71173.000121,1901.801 .84 11.0011.001 `�+3dk�iel):Il }r. } . .86 1.99 1 o3 °F 26451 5600 117.2 °C1 133053305 000 3965 8400 60.51206,600 16,060 1 .59 1.34 1 .97 56.61193.0001 17.460 1.70 52.51 179,300 54.71186,8001 56.91 194,1001 48.51165,400120.5001.72 1.91 11.00 991 52.91 180,6001 21.910 1.87 11.0011.00 62.91214.600 16.120 1 74 1.92 11,00 5020 .66 58.81200.9001 17.900 1.76 1.94 11.001 1.32 .99 11.001 64.91221.5001 16.730 1 80 1 .38 11.00 6330 60.91207.7001 18,310 67 (19.4'C• 2645j 5600 64.51220.0001 16,660 I .54 I .66 I .30 60.31205,8001 18,180 1.54 .67 1.32 56.01191.1001 19.820 .54I .69 1 .341 51.71176 3001 21.5201 .54 1 70 .37 33051 7000 66.51227.0001 16,980 ' .57 1.72 1 .38 62.2' 212.1001 18.580 1.57 .73 1.91 1 57.71197,0001 20,2701 .58 1 .75 1 .93 1 53.31181.3001 22.040 1.58 1 .77 1 96 39651 8400 68.01232.100 17.230 1 .50 1 . 7 7 1 .95 f .64 1 63.51216.7001 64.51220,1001 18,870 19,060 1.60 1.80 1.97 1 .39 I .52 1 .65 1 59.11201,5001 60.01204,8001 20.6101 20.8801 .61 I .32 1 .99 1 .39 1 .52 I .66 1 54.51 185.9001 22,450 1 .62 55.51 189,4001 22.780 1 .38 1.35 11.00 1 .33 157 7 , °F /21,7'01 26451 5600 68.91235,0001 17.360 I .40 1 .52 1 30.81 105.0001 7 000 70.81241,700 17.720 1 .41 155 1 69 1 66.41226,4001 19.460 1.41 1.56 I .71 1 61.7 4001 21, 3401 .40 1 .56 1 .73 1 57.01 1945001 23.300 1.10 1 . 57 .75 39651 8400 172.21246,400117.950 1 .42 1 59 1 .75 67 61230.6001 19.750 .12 . .59 1 77 1 62.81.214.3001 21.6801 .42 1 .60 1 .301 58.0 [197.9001 23,680 11 1.62 1 32 � ` _ i i t w -� e T. -.-� R Y 1 t,'� (..', a,: f, .•F:�" • � ; ,� �; -yµ l1%.. Mi ••• .w.. ' : 4 �Ci... t t ,.:•:.:...,:�,.. ' �. .. lTotal " 1s BUtlXVI rte' ,; 1:; •7 CandaorglgrromParaplMligtli t"'"t L '' 7 7 , 1 Iu s g 4 . - A r i , c l(� ^• • • • . ,}. ' ; -.4,,, . _ ^ ( ' b r, ' •� ^.:.n:.Y4'.. , +it."• lef4Kl .. $'i95PF'.' � 1 1 41 u v '.krO1011 - c '. °W 4i Att, cJ219.fi y ro : '' 6sZtwlt&•!ffi n Y YS�....M IY • ` I � ,y 'VXtIWfF� ^.71i�r. w >_;ai ' Sl {titD 1 . .t'f th1. s .f _i4i'� ` 1 ii + 7 �; .'!uts I ; �'s :rs . t ` 4., ' .• ° , I i&II 1: f r o 1' r 4 • x �:.`6i 7(1 1�,.1i� w 209,300 ✓i.�'Li I: "" -:I 0. Haw. .f • i r'�f' �' 63 F I1 1 °C1 26451 5600134.81118,9001 5020 .66 1.31 1 96 1 32.91 112.3001 5620 1 .67 - 1.32 .98 130.91 105,5001 6330 1 .67 I .84 I .99 1 28.91 98,600 I 7170 ; .57 1.86 11.00 33051 7000136.21123.5001 5030 7 2 1 90 11.001 34.21 1 16.7001 5640 1 .72 1.92 1.00 32.21 109,8001 6360 I .73 I .94 1.001 30.1 1 102,3001 7200 1 .75 r .96 11.00 39651 3400 37.41 127.5001 5050 78 1 .98 11.001 25,41 120,7001 5650 i .79 1.99 1.00 33.41 113,9001 8380 .31 11.00 1.001 31.41 1 07.0001 7230 1 .32 .1.0011.00 67'F 119.4'C1 26451 5600 37.01126,3001 5040 .53 I .64 1 77 1 35.01119.3001 5650 I .52 1.64 .78 32.91112.2001 6370 I .52 I .65 1 .30 1 30.81 105.0001 7220 .51 1.65 1 91 218,000 14,620 .57 7000 38.21130,4001 5060 I .56 39.11133,5001 5060 53 39 1361 .75 I .94 1 36.11123.3001 5660 37.01 126,1001 3670 .551.70 ' .59 1.77 .88 1,96 33.911153001 34.8[ 118.7001 6380 6400 I .55 I .71 .59 1 .78 .901 .98 1 31.81108.5001 32.51 111,0001 7240 7250 I.55 1.72 .92 .b9 1 30 11.00 39651 8400 71 °F 121.7 "C) I3965i 2645 5600 139.41134.6001 5070 I .40 1 .51 1 .62 1 37.31127.3001 3670 1 .39 1 .51 1 .62 1 35.2 120,0001 6400 I .38 150 .62 1 32.91 112,4001 7260 t .37 1 .50 1 53 3305 7000 40.61 138.6001 5080 111 1.54 I .57 38.41 131.1001 5680 ' .41 1.54 1.67 36.2 123.4001 6420 I .40 .54 1 .68 1 33.91 115,7001 7280 1 .39 1.54 I .59 8400 1 141.3001 5080 I .12 1 57 1 73 1 39.21 133.7001 5690 .42 1.57 1.74 36.9 125,8001 6430 I .41 I 58 1 75 1 34.61 117 9001 7300 I . to 138 1 77 ` ` ` r ?1 .g 1w e . N' i • t. { ,4 , .e ■T . rhr, E • 'r;' cf.) olu 'm � �� . MCIASM!'►, . •,, kW •7w1 „. '• 85?I . �jyy rota t ri' Btu � >r ""' 129'Ciltt' ll 1 , `t` i li 'Selurhlet '`4 1 +Sj ' r h 1 °1Ml:CVt k - rr�• 441.0 OUtrlooaAP imp�taturwEhterinp�CoriC'y#iP ME.Tc1355 ., •w:- , - :: r Sa ne es •. - ^ � ." . r � , . » 'rr t : 1 ' ' .r._ b:: .. ltdW'j�ktr> _ ::`' IS , .:_ • "" B ;:: 8,4:.471 �.L: t 'X,Ntt! ' .. Ns4 E o ' • f • ' ' iKKI •;i11511Ez • !M t•A it r •, 4t ee • ` : • D • Bull ' ► , t r,f ? .. ► .r•a.i1.� ; M•• DBut!>q>i ,,pm... r >. �u ,..�' F+ 1 .a.. ..�..•�. : � al;:b3+ ar } x,7..1 . D1YrBuibrt a6.:.,� r.6,'''..�r ✓J jam •,,: 1 I. 1 YI ^x _.� 63 F 17.2°C) c 6451 5600 209,300 12,300 I .69 1.85 11.001 58.21198 500 14.490 1.69 .86 1.00 55.0 187,600 16,420 .70 .99 1.00 51.9 176.600 18,6101.71 .91 11,00 33051 7000 63.81217.700 12,340 .74 .94 11.00 60.6 206,8001 14.540 .76 .96 1.00 57.4 195,900 16.490 .78 .98 1.00 54.2 185.000 18,730 1 .80 1.0011.00 1396 8400 66.11225,500 12,8801 .81 1.00 1.00 63.01215 100 14.600 83 11.00 1.001 59.9 204,500 16,580 .86 1.00 1.00 56.8 193.800 18.8301.88 1.0011.00 67 F 119.4 °C) 2645 5600 65,21222,400 12.870 1.53 .66 .30I 61 9 211,200 14.580 .53 .67 .82 158.5 199,700 16.540 .54 .68 .84 55.2 188.200 18.760 .54 .69 I .87 33051 7000 67.31229.700 12,900 .57 .72 .90 63.9 218,000 14,620 .57 .73 ,92 60.4 206.200 16,600 .38 .75 .95 56.9 194.100 18.840 1 58 .77 I .97 39651 8400 68.81234,900 12,930 .60 .79 98 65.4 223,000 14,640 .61 .31 1.00 61.8 210.800 16,640 .62 .83 1.00 58.3 198,800 18,8901 .62 .85 11.00 71 °F 121.7 °C1 26451 5600 69.6 237,600 12.940 .40 .52 .64 66.2 225.900 14,670 .39 .52 .65 62.7 213.900 16.660 .39 .52 .66 59.1 201.900 18,930 1 .38 .52 1 .67 3305 7000 71.6 244.4001 12,970 .11 .55 .70 68.1 232.300 14.710 .40 .56 ®164.4 219.900 16,720 .40 .56 1160.8 207.300 19.000 .40 .57 1 .74 3965 8400 73.0 249 100 13 000 .42 .59 1 69.4 236.700 14.740 .42 .60 : 65.6 223 900 16 760 .42 .61 62.0 211 400 19 050 .42 .62 83 • Ratings NOTE - For Temperatures and Capacities not shown in tables, see Cooling Unit Rating Table Correction Factor Data, page 33 and 34. LCA /LGA210S - STANDARD EFFICIENCY - TWO COMPRESSORS OPERATING 63°F 126451 5600 117.2 °C1133051 7000 13965 94001 67 °F 2645156001 119,4 °C1 33051 7000 39651 8400 I 71°F '26451 56001 (21.7°C) 33051 7000 11 39651 8400 I 37.91 129.4001 6990 ! .42 I .52 ' .63 I 39.1 133.3001 '100 43 1 .35 1.67 33.51114.3001 6640 I .68 I .81 I .94 I 34.81118,6001 6740 .72 I.38 11,001 35.81122,1001 6820 I .77 I .94 11.001 35.61121.5001 6810 .54 1 .55 1 .77 I 36.81125.5001 3900 1 .56 1.59 I .34 1 37.61128,3001 6970 .59 I .74 .31 I 39.81 135.9001 7170 44 1 .58 I .72 I 31.21 106,3001 7180 I .68 1 .92 .96 32.41110,4001 7310 .73 .90 11.001 28.81 98,200 I 7790 ..68 .83 I .97 29.91102,1001 7950 .741.92 11.00 30.91105,4001 3100 30.7 104, 7001 3070 1 .53 I .66 I .30 I 71 .88 1 29.1 99.200 3990 .56 .72 120 33.41113,8001 7420 1 .78 96 11.001 33.21 113.2001 7390 ; .54 1 .65 1.78 34.21 116.8001 7520 ! .56 .70 1 .86 1 31.7 108,0001 8220 I .56 35.01119,4001 7610 1.59 .76 .93 I 35.41120.7001 7650 1.41 .52 ..63 36.51 124.4001 7780 .12 1 .55 1.68 I 37.21 126.9001 7 870 I .43 158 I .73 I 32.4 110.5001 3330 .80 1 .98 11.001 32.91112,0001 8390 1 .39 51 .63 1 33.81 115.3001 .3550 I .10 .54 1.69 I 34.41117.5001 9670 1 .12 58 I .75 1 26.3 89,900 1 8460 .68 .85 199 27.51 93,7001 3670 .75 1 .94 11.00 28.51 97.100 8860 .81 I .99 1 1.00 28.21 96,100 1 9800 .52 1 .56 1 31 .59 I .77 ' .95 1 29.7 101,400 9120 1.59 1.79 I 97 30.21 103,1001 9210 1 .38 1 51 I .64 31.11106,100 9400 1.39 I .34 1 70 31.7 108.2001 9540 ! 40 1 .58 ; "6 NOTE - All values are gross capacities and do not induce evaporator coil blower motor heat deduction. L•CA /LGA210S - STANDARD EFFICIENCY - ALL COMPRESSORS OPERATING NOTE - All values are gross capacities ana ao not include evaporator coil blower motor neat aeauction. LCA /LGA210H - HIGH EFFICIENCY - TWO COMPRESSORS OPERATING NOTE - All values are gross capacities ana ao not Include evaporator coil blower motor heat deduction. LCA /LGA210H - HIGH EFFICIENCY - ALL COMPRESSORS OPERATING NOTE - All values are gross capacities and do not include evaporator coil blower motor heat deduction. Page 21 /Catalog 282 Air I T • TAL STATIC PRESSURE EXTERNAL TO UNIT - Inc es Water Gauge (Pa) Volume I dm (LJe) .20 (50), RPM BHP (kW) .40 (100) RPM BHP (kW) .60 (150) RPM BHP (kW) .80 (200) RPM BHP (kW) 1.00 (250) RPM BHP (kW) 1.20 (300) RPM BHP (kW) 1.40 (350) 1.601400) 1.80 (450) 2.00 (495) 2.20 (545) RPM BHP RPM BHP RPM BHP RPM ' BHP RPM BHP (kW) , (kW) . (kW) , ;,:.,1,; (kW) r,,,: ; '` (kW) 2.40 (595) RPM• BHP •,, ;: (kW) 2.60 (645) 2.80 (695) , RPM BHP RPM '1 BHP • (kW) • ,. '?,. (kW) 3.001745) • RPM BHP „ t • , • (kW) Eln 405 0.55 10 510 0.80 (0 605 1.10 (0 690 1,40 (1,04) 760 1.70 (1,27) 825 2.05 (1,53) 885 2,35 945 270 995 3.00 1045 3.35 1095 3,70 (1.75) (2 (2 (2.50) (2,76) 1140 4.05 (3 1185 4,45 1225 4.75 (3,32) (3,54) r FM . 2 r. 640 ... � '03 1t, _ ' i t • 4750 (2240) 5000 (2360) 5250 (2475) 5500 (2595) 5750 (2715) 410 0.60 (0,45) 415 0,65 (0.48) 415 0.70 10.52) 420 0,75 (0.56) 425 0,80 (0.60) 515 0.85 10.63) 520 0.95 (0.71) 525 1.00 (0.75) 525 1.05 (0.78) 535 1.15 (0.86) 610 1.20 (0.90) 615 1.25 10.93) 620 1.35 (1.01) 625 1.45 (1,08) 630 1.55 11,16) 690 1,50 (1.12) 695 1.60 (1.19) 700 1.70 (1.27) 705 1.85 (1,38) 710 1.95 (1.45) 765 1.85 (1.38) 770 1.95 (1.45) 775 2.10 (1.57) 775 2.20 (1,64) 780 2.35 (1.75) 830 2.15 (1.60) 835 2,30 (1.72) 840 2.45 (1,83) 845 2.60 (1,94) 845 2.70 (2.01) 890 2.50 945 2.85 1000 3.20 1050 3.55 1100 3.90 (1.87) (2.13) (2.39) (2.65) (2,91) 895 2.65 950 3.00 1005 3.40 1055 3.75 1100 4.10 (1,98) (2.24) (2.54) (2.80) (3.06) 900 2.80 955 3,15 1010 3.55 1060 3.95 1105 4.30 (2.09) (2.35) (2.65) (2.95) (3.21) 905 2.95 980 3.35 1010 3.70 1060 4.10 1110 4.55 (2,20) (2.50) (2,76) (3,06) (3.39) 905 3.10 965 3.55 1015 3.90 1065 4.35 1115 4.75 (2.31) (2,65) (2.91) (3,25) (3.54) 1145 4.30 (3.21) 1145 4.45 (3.32) 1150 4.70 (3.51) 1155 4.95 (3,69) 1160 5.15 (3.84) 1185 4.60 1230 5.00 (3.43) (3.73) 1190 4.85 (3.62) 6 : 1195 5.10 (3.81) gy l . • _ ' 200 = .; 5; t (' <' J i' __ 1 I �)' : + f:j r r {�_; It 6000 (2830) 430 0.85 (0.63) 540 1.25 10,93) 630 1.65 (1.23) 715 2.05 (1.53) 785 2.45 (1.83) 850 2.85 (2.13) 910 3.30 965 3.70 1020 4.10 1070 4.55 1120 5.00 (2.46) (2.76) (3.06) (3,39) (3.73) 1 t • : h • 0 K. ! 0• ' • } ( : (' , k , r : 1.30 1 r . 6250. " (29 0 ) 435 0,95 (0,71) 545 1.35 (1.01) 635 1.75 (1,31) 720 2.20 (1.64) 790 2.60 (1,94) 855 3.05 (2.28) 915 3.45 970 3,90 1025 4.35 1075 4,75 1 0 ' 15)20 (2,57) (2. (3,25 (3.54) :8• lc 7 Gf[ , 4',041' ' : r ( • : .e... ! r !05 lR 126 (3065) 6750 (3185) 7000 13305) 7250 134201 440 (0.75) 1.00 445 1.10 (0,821 450 1.15 (0. 86) 460 1.25 10.93) 550 (1 101 j 555 1.55 ( 1.16) 560 1.65 (1.23) 565 1.75 (1.31) 640 (1.38) . 5 645 2,00 (1,49) 650 2.10 (1,571 655 2.25 (1.681 720 (1.72) 725 2,45 (1,83) 730 2.60 (1.94) 735 2.75 (2.051 795 (2.05) 800 2.90 (2.16) 805 3.10 (2.30) 810 3.25 (2.42) 860 (2 2 865 3.45 (2.57 1 870 3.55 (2.65) 870 3,70 (2,76) 920 (2.72) 6 975 (3.06) 4.10 1030 (3.39) 5 1080 (3,73) 0 th •' („ ' • 925 3.85 980 4.30 1030 4.75 ' " 512 l �, �a �.•. + " ' )• ' (2.87) (3.21) (3.54)I ' S �? • 930 4.05 985 4.50 1035 4.95 + ' . •'' fl i • (3.02) (3,36) (3.69)�, __( 930 4.20 990 4.70 1040 5.20 t 09 as 1 , ",$"20 (3,13) (3.51) (3,88) i " ∎-: t °, � 4 8► 'i Y r 1 K • 0 a 711 (,{} ' � ' +S8j10' ,! i ,. •• 5s _ l • ;� • + ( '• • x. �' (•� : 226:1 4. •�,�4 • 25 T l ° 80 :,c '' (•� 0 +•0 l r : 7(40 ;. 62 i !r: •. j • + r ' [ �80 t r r . ' r 60 71 305: 90 _ . 3 0 8 ' .. t _ : y : 16) 7500 (3540) 465 1.35 (1.01) 570 1.85 (1,38) 660 2.35 (1,75) 740 2.90 (2.16) 810 3.40 (2,54) 875 3.90 (2,91) 935 4.40 990 4.90 , 0 5.Y 15:5 c .' : .( ' 0. 'Of (3,28) (3,66) a, ;• ' f() (� • 43:, (r J' :: ' 2 0: =;: 1 ..d1 •;'•' 8:06 . l :1) • 5 8160 ' a• , .:i' 7750 (3655) 8000 (3775) 8250 (3895) 8500 (4010) 8750 (4130) 9000 (4245) 9250 (4365) 9500 (4485) 9750 (4600) 10,000 (4720) N it - All data 470 1.45 (1,08) 480 1.60 (1.19) 485 1.70 11,271 490 1.80 (1.34) 500 1.90 11.42) 505 2.05 11.53) 515 2,20 11.64) 525 2.35 (1.75) 530 2.50 11.87) 540 2.65 (1,98) is measured 575 2.00 (1.49) 585 2.15 (1.60) 590 2,25 11.68) 595 2.40 (1.79) 600 2.50 (1.87) 610 2.70 (2.01) 615 2,85 (2.15) 620 3.00 12.24) 630 3.20 (2.39) 635 3.35 (2.50) external to the 665 2.50 (1,87) 675 2.70 12.01) 680 2.85 12.151 685 3.00 (2.24 690 3.15 (2.35) 695 3.30 (2.46) 700 3,50 (2.60) 705 3.65 (2.72) 715 3.85 (2.87) 720 4.05 (3.02) unit with dry 745 3.05 (2,28) 750 3.20 (2.39) 755 3.35 (2,50) 760 3.55 ( 2,65) 765 3.75 (2.80) 770 3.90 (2.91) 775 4,10 (3.06) 785 4.35 (3.25) 790 4.55 (3.39) 795 4.75 (3.54 coil and air 815 3.55 (2.65) 820 3.75 (2.80) 825 3.95 (2.95) 830 4.10 (3.06) 835 4.30 (3.21) 840 4.55 (3.39) 845 4,75 (3.54) 850 4.95 (3.69) 855 5,20 (3.88) 860 5.40 4.03 hers in olace, 880 4.10 (3.06) 885 4.30 (3.21) 890 4,50 (3,36) 895 4.70 (3,51) 900 4.95 (3.89) 905 5.15 (3.84) 910 5,40 (4.03) 915 5.60 (4.18) - ') ' c (` " �t {• rt ±% �b ee ' Saes 24 940 4.60 995 5.15 t0 ' ` i 9• }((' �`� !: ••p�' 0);7 t ' (3.43) (3.84) " !:` t•• :' ■ I t•1' *' 945 4.85 ++ rr ' E ` i I', t.. .' [Ti-i.. • + + +'+ (3.62) t�r -- �k3 ••;• }• � • I•; ;•�� 950 5,05 QT •.: 1• 115 ,:. P" .• " (+ r " 4i (3.76) • ! Jl ;')� }.: I, �_ f : , `.1:••,; - `. • .. + '' :• l i + , j. +: 11 , ti''e I .t.•) ! " ' " ' .5 t... ..! -._. •'• r ' 1 +�, !' • LL11 •,-+ iJ�' 1• • i;:. • L. ._ ` ;••. + i.'. I .! I 1•I : • • �'i. k1l 1' ' : - " ' -- 1 ' L, , . 7 ,� • 1 •i �' I! " 1 i. r' ("•'1 . 9 . l I : ri 11 � 1 � ri.. �' t ,. • ;j •{ t•: 1. j�+ f ;, - 1, •- ., jj t � 1 , "j I. ,;il }, l• ,'; • r i l .1,.":. , '(1. " • ' �'�+ j'. ~ t , �;.• T "" 'r :,l• 1;l':- .∎, ' ': ' . i + L . (• c.,:;t . ), <;�'. ( k1 "" r ?. � 1 -r •:; _ n ri + 1 ,x •' _'1 1 xi • " • an. or • ccessory • +r ns+s darn. i;('1 -a! ' 1�i_ • I . t t - I - SIT - i, . I ; k,+ W,4; °7, ; • : I Nt' 1 ,r "",: 1 -. -. "" • r , • r 8130 t 9 " -' _ - - • "-' -. -. "" _ • _' MI - - • - ...• •._. - - - - _ w , " : r (� ; �' ) :' 1 . "" .-•- "" • - • - 4110 411, Blower data - base units - LCA/LGA180 /210/240 .r. ., ,.+ ,,,, ,+ .... n.... n.nrr,,.n rlrnn • :"• • I r— I I ECONOMIZER DAMPERS (Factory or Field Instated( I �— l� ` . \ I 1 � ��i \ � �J ^ 1��/^ � 1 � 1 11!!/ ` i�1 1111 • III I 1 `� 1 __1 p 11 I I r -- 1 1 ---- T ---- LI BLOWER EiL BLOWER 1 � -1 � L -- 1 - -J oopo Ml umber • ' ! OM X11110 Meg tB ak9 i �fii i! Nalalr lllsaf.ir �NIN!I..I�DDI� iYsY181 niche i 4188•Bese IisFaiclga I avail -^ j•� � rileiiii 144180•Ma - 63- ' LGA210 Base Unit - :. 21 8. 1 Normr-5 LGA210 Max. Unit 277 - LGA240"BaccUnit it0= = = = == • LGA unit dimensions - inches (mm) LGA180, 210 & 240 UNITS SHOWN WITH OPTIONAL ECONOMIZER DAMPERS, POWER EXHAUST FANS, CONVENIENCE OUTLET, UNIT DISCONNECT CORNER WEIGHTS — lbs. (kg CENTER OF GRAVITY — inches (mm) Base Unit — The standard unit with NO OPTIONS. Max. Unit — The standard unit with ALL OPTIONS Installed. (Economizer, Power Exhaust Fans, High Efficiency Cooling & Heating, Controls) OPTIONAL OUTDOOR AIR HOOD (Factory or Field Instated) OUTDOOR AIR EXHAUST AIR *OPTIONAL GRAVITY EXHAUST DAMPERS (Factory or Field InstaNed) BOTTOM POWER /GAS ENTRY 5 X a Inches (127 X 203 mm) TOP VIEW BASE SECTION OPTIONAL ECONOMIZER DAMPERS (Factory or Field Installed) (3369) OPTIONAL OPTIONAL (406) ALTERS (22698 DISCONNECT 115 VOLT OUTLET COMPRESSORS �, CONDENSER COIL !Factory (Factory Installed EXHAUST 4 0 , AIR EVAPORATOR SIDE VIEW OPTIONAL POWER EXHAUST FANS (Factory or Reid Installed) Down-flow Applications Only .NOTE — Field Installed In Return Air Duct for Horizontal Applications. . •'u -. t.a,.rwblSS11.4i$,4 e11t4abai.U� .111,1riJ W. 2 ° :�:� 4. .4 :01. i.MIJAMIItw.7i0e•cAVmari . . ....:`Y.'.L Sr g dQG ta➢a!L'O4t,:.. GAS KNOCKOUT (For Bottom Gas Supply Only) ••NOTE •- Mounting Frame extends 4 inch (102 mm) inside of unit base. See Typical flashing detail. 4.1/4 54-1/4 (108) (1378) 51 GAS SUPPLY 0295) KNOCKOUT ' 1/2 (13) 19.1/4 ALTERS BOTTOM POWER /GAS ENTRY 31.1/2 5.3/8 8-3/4 w 3.1/44 UFT1NO HOLES ii (800) (137) (222) (83) (For Rigging OUTLET CO DRAIN 4-1/4 Front and Back) 91-1/8 (108) SDE 107.114 (2315) ELECTRICAL 12724) KNOCKOUTS HORIZONTAL ROOF MOUNTING FRAME (Required For Horizontal Applications) wit I 54 itGA21GBastrUnit. e'.Yr; . 052=1/2 . tv tit.GA21OMax: Unit -w.' • 54-1/2 wit 53 1372 - 1334 `4 "1334 1384 1346 41 -1/2 37 • a r41mitD, 37.1/2 40.1/2 Base Unit —The standard unit with NO OPTIONS. Max. Unit —The standard unit with ALL OPTIONS Installed. (Economizer, Po Exhaust Fans, High Efficiency Cooling & Heating, Controls) OPTIONAL OUTDOOR AIR HOOD (Factory or Field Installed) • COMPRESSORS . 132.5/8 FRONT VIEW CONDENSER COIL INTAKE AIR V CONDENSER COIL INTAKE TOP VIEW AIR CONDENSER FANS AND GUARDS (4) _ 1054 940 ' .1041 953 1029 FORKUFT SLOTS (Front and Left Side Only) 411111,16 tilltjnm CONDENSER COILS 6.1/2 (165) BACK VIEW (Horizontal Supply and Return Air Opening) il1::tT 4le�A14.:Jtr•+4t`hNft c•.n SHEET NUMBER(S) NI SUBMITTED TO: CONTACT PERSON: GARY TALLER PROJECT NAME: BOEING DEFENSE & SPACE GROUP PROJECT ADDRESS: I b T K/' "Cloud" or highlight all area f revisions and date revisions. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: Ti/3) T PLAN CHECK/PERMIT NUMBER: f 1 7 - O / 01 -1 PHONE 206 -544 -2975 n j f REVISION SUMMARY: (V\ a►N �-7'aA(.'t e0''S Crt, 9" 5 eels RECEIVED arr OF TUKWILA AUG 3 1997 PERMIT CENTER CITY USE ONLY Plan nin Fire . 3/19/96 W.:4741a ei ' ;MV.7).i43, f,! a T;?i %e 'iSlr if.V∎c *,t 85^ '17 City of Tukwila Fire Department Fire Department Review Control # . ttl ai. wour H8!! on tsS7eA.lA' 4ilonsos.':NJ7ik.4A - T Re: H.V.A.C. at e-(n9 (+-- 9 Dear Sir: (090C) W ►Yla(gcriat f1 5 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 buildings 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) 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) 3. Iin areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide notification of fire at that location. (NFPA 1 -5.6) The installation of wiring and equipment shall be in John W. Rants, Mayor Thomas P. Keefe, Fire Chtef Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206).575 4439 CC: City of f Tukwila Yours. tr ,ly, Fire Department Page number 2 accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5.5.4) 4. When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 5. 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. The Tukwila Fire Prevention Bureau T'D file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East •' Tukwila, Washington 98188 • Phone: (206)5754404 • Fax (206)5754439 February 10, 1997 1- 9604- DBW97024 To: Please contact me if you have any questions. D. B. Weigelt 1 -9604, 1F-09 (206) 655 -4535 Enclosure Larry Allen 19 -35 Leonard Astemborski OH -13 Terry Beals 63 -04 Rick Ford 2R -71 Len Knecht 63 -04 N. Konwent . • 5H -26 John Murdoch 89 -14 N. Pestisme 63 -04 Lori Pitzer 2R -71 Mike Sullivan 3U -EH Gary Taller 46 -87 Rex Turner 7R -35 t: Cv: t► 7l ar�J. t:. 1} �4.;• �14i. ►:..I::J� 3 1 ,,Lt y! BOE TNC:=294ML Subject: 1997 Washington State Contractor's License for The Boeing Company Enclosed is a copy of the Washington State Contractor's License for 1997. This license expires on January 1, 1998. RECEIVED CITY OF TUKWILA PERMIT CENTER 99 PROJECT SITE 99 FROM SEATTLE - TACOMA AIRPORT EAST MARGINAL WAY CORPORATE PARK BOEING DEFENCE & SPACE CROUP BUILDING 9 -150 REPLACE AIR HANDLER Job # 772285-00 AREA MAP BLDG. ADDRESS: 10500 W. MARGINAL PLACE SO. TUKWILA,WASHINGTON 98108 FROM DOWNTOWN SEATTLE EXIT 158 - PROVES 599 TUKWILA 900 i I �� -EXIT 158 9 -150 BUILDING LOCATION FROM KENT & AUBURN Illy • till (I ll Il l NO SCALE EXIT 157 DATE 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. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN' REVISIONS. COORDINATE ',WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO TERRY BENNETT AT BLDG. 9 - COL N /1„ AFTER COMPLETION OF THIS CONSTRUCTION. CHECK BOX BOE7W FACILITIES DEPARTMENT PROJECT CHECKLIST 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. S BUILDING', FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION, NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: O 1. TENANT IMPROVEMENT (STRUCTURAL): ❑ 6 SETS OF ARCHITECTURAL DRAWINGS ❑ '6 SETS OF STRUCTURAL DRAWINGS SETS OF STANDARD DETAILS ❑ 6 SETS OF ENGINEERING CALCULATIONS ❑ 6 SETS OF ENERGY CALCULATIONS ❑ 6 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 2. TENANT IMPROVEMENT (NON- STRUCTURAL): ❑ 5 SETS OF ARCHITECTURAL DRAWINGS ❑ 5 SETS OF STANDARD DETAILS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS S 3. MECHANICAL, )1 COMPLETE SETS, ❑ 4. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS. S BRIEF PROJECT NARRATIVE: REPLACE EXISTING 17 TON ROOF MOUNTED A/C UNIT W/ LIKE KIND. MODIFY ROOF OPENING TO ACCOMMODATE. ACCEPTABILITY IS E5 sPECRCAEION IS APPROVED APPROVED DEPT. 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 M. By M. DITTMAR NECKEn S. BEROSIK CHECKED 0- 10-10-96 10 -10 -96 SUOMI 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 3 ARCHITECTURAL MASTER TITLE SHEET BUILDING 9 -150 FILE COPY I undcrctand Clot Rho Plan Ch subJect to errors and omissions c„'..: ; .t plans does not aWraAD VW violation of on/ neePlod 00 , t of centraCtor's or n a 116 a i t9 wlllr By `:g DaM v«ml1 Y el lout THR M I N L ITIKWILA APPROVED AUG 1 't 1997 A NUIII) RECEIVED CITY OF TUKWILA PERMIT CENTER D.C. / • :4 RD. _J LAST Al Rea 772285 -00 9- 150 —A1 DRAWING INDEX SHEET NO. SHEE1 FILE & REVISION // SHEET NO. SHEET TITLE Al TITLE SHEET REFERENCE DRAWINGS 4152 -M1 MECH. PLAN 2nd FLOOR Rev J 1000 -A6 ROOF PLAN & DETAILS, Rev C 4152 -M2 HVAC SECTION Rev F 1000 -A25 DETAILS Rev C 4701 -M1 MECH. ROOF PLAN Rev C 1000 -51 FOUNDATION PLAN & GENERAL NOTES Rev E 1000 -59 PARTIAL ROOF OPENING Rev D 1000 -515 GIRT & MISC. DETAIL Rev D 99 PROJECT SITE 99 FROM SEATTLE - TACOMA AIRPORT EAST MARGINAL WAY CORPORATE PARK BOEING DEFENCE & SPACE CROUP BUILDING 9 -150 REPLACE AIR HANDLER Job # 772285-00 AREA MAP BLDG. ADDRESS: 10500 W. MARGINAL PLACE SO. TUKWILA,WASHINGTON 98108 FROM DOWNTOWN SEATTLE EXIT 158 - PROVES 599 TUKWILA 900 i I �� -EXIT 158 9 -150 BUILDING LOCATION FROM KENT & AUBURN Illy • till (I ll Il l NO SCALE EXIT 157 DATE 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. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN' REVISIONS. COORDINATE ',WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO TERRY BENNETT AT BLDG. 9 - COL N /1„ AFTER COMPLETION OF THIS CONSTRUCTION. CHECK BOX BOE7W FACILITIES DEPARTMENT PROJECT CHECKLIST 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. S BUILDING', FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION, NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: O 1. TENANT IMPROVEMENT (STRUCTURAL): ❑ 6 SETS OF ARCHITECTURAL DRAWINGS ❑ '6 SETS OF STRUCTURAL DRAWINGS SETS OF STANDARD DETAILS ❑ 6 SETS OF ENGINEERING CALCULATIONS ❑ 6 SETS OF ENERGY CALCULATIONS ❑ 6 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 2. TENANT IMPROVEMENT (NON- STRUCTURAL): ❑ 5 SETS OF ARCHITECTURAL DRAWINGS ❑ 5 SETS OF STANDARD DETAILS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS S 3. MECHANICAL, )1 COMPLETE SETS, ❑ 4. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS. S BRIEF PROJECT NARRATIVE: REPLACE EXISTING 17 TON ROOF MOUNTED A/C UNIT W/ LIKE KIND. MODIFY ROOF OPENING TO ACCOMMODATE. ACCEPTABILITY IS E5 sPECRCAEION IS APPROVED APPROVED DEPT. 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 M. By M. DITTMAR NECKEn S. BEROSIK CHECKED 0- 10-10-96 10 -10 -96 SUOMI 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 3 ARCHITECTURAL MASTER TITLE SHEET BUILDING 9 -150 FILE COPY I undcrctand Clot Rho Plan Ch subJect to errors and omissions c„'..: ; .t plans does not aWraAD VW violation of on/ neePlod 00 , t of centraCtor's or n a 116 a i t9 wlllr By `:g DaM v«ml1 Y el lout THR M I N L ITIKWILA APPROVED AUG 1 't 1997 A NUIII) RECEIVED CITY OF TUKWILA PERMIT CENTER D.C. / • :4 RD. _J LAST Al Rea 772285 -00 9- 150 —A1 O FOR \� \ \ \� \ \ \� \\ I � 2' -3 1/4" SI S - 1 4 NHL -S THRU 7 1 3'-6 1/2 ' -1 � 3 ' -5 1/2 " 10' -10 1 /2'].. Vr ANC 9 THRU 15 1 x x x x I x 1 < 10' -8 3/4" 4'- 101/2" I H / \/ \/ \/ \/ \/ \ I r ,,_____L \ \ / OPENING FOR RHU -14 I 1 OPENING FOR AHU -8 \ , (WT 2100 LBS) 2' !0" (WT 640 LBS) 0 VERIFY W /MFGR I I VERIFY W /MFGR ALL FRAMING I I I 2' -7 3/4" C ALL FRAMING 1 MEMBERS RB -Iq I I MEMBERS RB -I0 1 I 3' -6 1/4" 5'- 21/4 -3 -2 " ' 1/2 14' -0 /8" ' - 9 1/4 . 8' -10 1 /8" + Q / C C 1 I S 8AjS - 14 In OPENINGS FOR AHU -11 V 13 H H '.I (WT' 1200 LBS EA) . N VERIFY.W /MFGR I '..I.. 1 ALL FRAMING MEMBERS.RB -10 I I 14 -0 3/4'1 9., Y r 1 / 2'3] 2 1_0 „� '- 31/2 'I �' -5” V1 II -5! 7!c. '- 0 1 1/2" 1 2' -0 1/24 7' 10' in I I I I 11 12 / 7 5...?, OPENING FOR RHU -9 ,o \ / 3' 4 3�6' C VERIF62W /MFFGR of —1' 2 C, Lo / --� RLL FRAMING MEMBERS RB 1 C w I 1IIQ' 1L'1W J w I f OPNG FOR AHU 15 OPNG FO ROOF SCUTTLE i•NG FOR! ROOF SCUTTLE' // I .4T 2100 LBS/ (WT 245 LBS). VERIFY / \ 2' 1 3/6 IIII �I I T 245 LBSI. VERIFY q ALL FRAMING MEMBERS' RB -10 N VE W /MFGR W /MFGR .I ALL FRAMING x'_11" C I W MFGR. RLL FRRMING !0 m MEMBERS RBT30 I3' 4 1 /7i I� '-7 1/8" i � \ I MBERS RB 10 _ ^ H 1 a'I 2 7 u 1I um ' -8 3/41' (- I ® { I \ Q : � ' OPENING FOR AHU 7 i I C� fl o : I — (WT 480 LBS) uy 1 ani \ VERIFY W/ TOR r FOR AWJ -6 d 12 a • tD OPENI FOR AHU -S _ �' I �' / \II ALL FRAMING 1 WT 2820 LBE ER) .1.. I (NT 2020 LBS) c I C _ rV I — E 77\ 1 RIFY W/ MF1OR. , A I I VERIFY W/ MFGR. T II 3 e \ l/ MEMBERS RB -k I FRAMINGIMEMBERS RB -10 ' 6 1 1 ALL FRAMING I .. (WT 440 LB ) :_ CT 2' 2 3/4" I w UNt L06 Z60 MEMBER RB 10 a 1 O PENING FOI EF 1 $ � H VERIFY W/ MFOR I-1 1 H 1 m - 6 All FRAMTNN3 I 6' 9" A ]0' 9 i 1 s2' -6 „114'- ” Il1 t _ I MBERS RBi10 0 3'-11" 3'-0' I I I I I SIti 10 -2 3/4 .' -0 1/ 3' -8 3/4" I /// - 5 2 11,4 ®Q 3' -3. / / - 3' - 11 5 /B' I 16-8/45- 14 I\ S•9A 5 14 H I I I I I OPENING FOR'AHU -10 I I I... I � / I (WT 1360' VERIFY W/ MFGR C j i( ALL FRAMING ' MEMBERS RB 10 I I I I .. w \ /\ /\ /\ /\ /\ / F-I , I I / lJ Il lJ tl \ u I I Y 1 w ` f I o _ T _� 11 H H H 1 ' -4 „ of I I I I GIRT LINE — „ „0 -,0I 0 S338dS ` I I I' o o a a 0 0 o o a a o I I I I '0'N'fl TYPICAL BAY ro ¢ � o �(n LLC7 om 3 F U' O ¢ Vl Pui3 I N, „b -,6 t,,8 -,01 i „0 -,0zl „o1ozz = „o -,oz „8_,01 SAB8 11 - i -9 1/4” 3/ 77 1 A B G D 20' -0" 20' -0" ISSUE FOR PERMITS REVISION ISSUE FOR CONSTRUCTION RECORD DRAWING �Z.EPL.4GE RAF '¢'C JO/s * 14,3014 -00 f' REPLACE ANi FIA -EIg- 34 9.20.85 0.11 .81 2.21 .8 O L REVISION 30' -0" APPROVE, DATE' 190 -0" PARTIAL ROOF OPENINGS FRAMING PLAN 1/3" 1 NOTES: I. TOP OF STEEL ELEVATION OF ALL ROOF OPENING FRRMING MEMBERS AS 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 I AUBURN,'' WA. 98002 THE ®OEZA/4a COMPANY ❑ I EVERETT, WA. 98201'' ❑ KENT WA. 98031 FACILITIES DEPARTMENT O PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 I SEATTLE, WA. 98124 0 O O 0 0 6 BAYS @ 20'r0" = 120'-0" ACCEPTABILITY THIS DESIGN RFO /OR SPECIFICATION IS APPROVED APPROVEO BY DEPT ORTE ORRWJ BY M. CARRICK CHECKED W.E, MOOR ENGR. MANSEL SUBTITLE YP W �• N � J 11 12 .N► 1- O( 0 • RECEIVED CITY CP TUKW WAS 5 13 A I: ":I PERMIT CENTER PARTIAL ROOF OPENINGS FRAMING PLANT, "'BOEING EMPLOYEES ACTIVITY CENTER DEVELOPMENTAL CENTER SEATTLE WA. • j; SEE DETAILS 6 /Arlo Ah1\ 13 /A 2.5 Pb R 'RGoF c.u2B E>ETA1LS. 2. Ne,,.J 9H) 2.650 Or.O A HO UNOr 9) BB'F 2sL1D gyros' NOTES: C DRA'NHI ' SHAFTS ARE ReNun1'NERCO. THE DETAIL IT s9BUN ON 519• ENNGINEERS 0 NC. ED PEA . oNLARC,E -�I i• ry NTS REMOVO EXIST. BEAM (SNBwrl OASBIC 0):; FELRCAT To r1E14 PosiTlo1 (51400,1 AS .101.84 REMOVE EXIOT'' . PjEANI(SHaoNI DASHED) C REp4ACE W/ A', LHS , ER NEW SEAM (RPJ le) It NEW L4 ETIorl(SHaWr 0A58E0). sea 5GLT G .54 ON 4)5 W aF 010.3'(l;.T10 REPLAz6 ERPIBT 6E P1 /A 1BIYDEf- He)' 6EAr1 (RSto)• q[> EXIST BEAN' To kEMAIN. CITY OF TUKWILA 1" Q Q Q Q APPROVED AUG 14 1997 As ri0)11) j BUILD,N6 UIVIYIOI4 j . / 1 KEY PLAN' N RSRACE Mo. slob LAST REVISION BEET . - J JOB NO. 84021 1. D 4a SYMBOL 109 -150 -1000 DATE SYM { T0,5 6 - 1-2 2 /2LLH (CT- 2) - T5 2'2 (6, -2) I n h 7 c I vAR1o5 �hSwNEZ (1(p) � (3 /I(p) C / L4i4 (6' - 2) GTI R LINE -. 1 .- 1h( 6,2) - )/1(- 2 -1e, LF 2 1.5 CGr -2) '(06, B- TYP j 3/1 --1 (2) 3141 A p5OLh END 1/4 x31/2..40 13 III = 11- Gnu 165Uo R61_1 / 13,0,'11 GL 107 .2" (2)5/4 325 r QPLoA 4 A 3 D ND , �101'.D 7 4i 4- 4 --/ GONG 5�>< 5 4 SECTION 1 "= 1l -011 REVISION PRMITS A I FOR CONSTRUCTION G1 -,3 e R a D prz .wI Na C Ace Alc 108 # -cep (N x O ' - 5"1.1.1-1 1 i/ 3 OP U ON j DOOR . / � OPENING / TYP 5 i % 3 l G< 3 f 1; 3/i6 8E T t3p,R 218x3/8 /• x 0 1 0 4 1 / PIN PL• O 1001 -011 RE ■c Ace Ai M A 7 .1-§ -• v2 -1f3 / >J2•I� 3 � 1 fp 3 6D T5 2 x 2 TOP W No-5 ; OGMR6 (012 4 - 2 GOt.4 4 5E 5- 1141.65 -12 4 FOR GOL GONN U01 5-6 5 -14 .10, S -12,- 5 -142 hYM ly1 VAR 155 > (4255 -LRV) O N / 3 R 0/41 (2) 1//21 x4' we > N 571/05 PIZDNT ; LTV 4- 5 14 12 > &-12 4 a'.1/ — G- TYp le 10 e-3 261 -2 — 1/2"4) 6>lPANhION f3oL (o "D,6, MIN, Of 2 5 P e! EG A 0 G r W%I PIE 5A ONP 0 3 � I WON me. 3,01, el. 107-2' R$ - (3/10) CS. 3 1(, 1 2.12 2.12 1 ' -n I` 5' Y u L.314 4x1/4 3 M.TAL DECK GUI 4" 1,5c4 oPGURO 101' -on ( N 2 -12 51.122 2 \_ TO,. EL 114'- PIN FLR OL 100 -0 W IC I PAG MR13 112 HEADED/ 71/05 hi0�LE 3 /itc RF3.6 / 2P� -H 01 ONLY REVISION L D ;3' 1 2 x5 /ilo x 51/2 LLN> TYP UON I- 3x3x1 /q YOIO2" 511.OTTED NOLE6 DETAIL 1 "- 11' -D 10 V 2-12 12 4r— BY 25- G-3 C1 /4) 1/8 GG,, 5 y� Y oNO Fot 5 LD ,� 1Na PNG 5EE 5•IZ-14 - D ID 00 3tHER5 •5 0GGUI1/2,I14L G -, W/ I , GONG - (0 FIN FI-R SECTION' n GP 54,54%15 -14 APPROVED (2) 3 (� 026 P p oL h,, - f YP 3/j6 TO,h, E- 113' -o 5. 115 -14 DATE T05 H 32'• � 1 a u Gr•2 555 5.14 g•12 0 3, OD TO,S *L. \128'-1) " ( 3 2 MRTAL. D6GK 3/10 4115ra FACILITIES DEPARTMENT SECTION 111 = 1''. 1 - G' II 3 /Ilv R$.5 • SECTION 0 _ 0.. pR OPP N0 SLOp5 1 /0 /PT 011 RGr • 5 OR RGr -7 I01 1 ' RIP'G' T,0,3, 51. /126,1. 1,1 T05, 120.'- 8'l -r 8L 113 -3l' R61-3 • 5 -3A. • 14 S Pack ?A L. EL 122'- 2 - R14 G -3 • - 4x4xV4 (1y 3/4 x f I x 1-172 2» A -•r L DEGK 3/I G (2)1/ a 3TIPP h 3 IG OMP 7 12 sr4 (2) v ' /4 A3A gol.T® b A� WA 8L 1009 3/16 5P8 ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ ENT, WA. 98031 ❑ ORTLAND, OR. 97220 ❑ ENTON, WA. 98055 I/ EATTLE, WA. 98124 (2) !/4u A32 P P301.1 G (O1AL) lYP Gr (0 GO{JT 3 / Lox 3b� x 5 /I/, x ' - IOW 1 -LV /e SGTION 311 M 6TAL. DECK oF P T ICA3 5 ' 2' 4 µ0L5 11 V h il_grA4 4,4a 111 1 -Du VARIEh �. y55 pkAN T61 GAL NO OW(5G 5 5 5 5 -Z-14 55C 11 * 1►.pu ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 12 4 - R3 - 5 -' NOTE FOR LLL Ol4Th" I A• 6. -14 � <GP \� ((2) 3/4 44 T 2 F 0 3 @ WELD W�4 / 1 1 �I� G J 1 � ' 601, % 2Yz GO NE '(DI%PWNk ----- �r� �j u' 3 /1f,I/ Gp -p GY 914 T 5'4 x 41 -10 %2u 5.6 14 5.8 5 -IV —rt 4$ 1 /4x 01(,�II �� GHORD m g/. 0 0+505 5 1—SV secs oN 5 -t A h -14 D; AWN BY DATE TO 1;L• 1/114 1/114 11i197-D" V134 5/!3 I T Stv.GI OD 4 II I SECT i ON s -n 14 _ r 11 1 5%2' 1 = 1 -0 • r 1i r NOTE FOR 3ALANL5 op GALL CUTS .2k 5 -% •12 1'I= f 1 WAS 514. 185 &C 1 !NORMAN OVV SUBTGII_r MISG P - rAIL.5 BOEING EMPLOYEES ACTIVITY CENTER DEVELOPMENTAL CENTER SEATTLE P WA. REF LACE AIc J08 - 77228s4. , LAST REVISION CITY OF R6t15,1A APPRCPIED RP5.9 R6.2 W07(3 I• RECEIVED cITY oP TuKwILA PERMIT CENTER P120 NT g 15 =14 D 7.30 97 SYMBOL SHEET _ 15 JOB NO 040 DWO NO 10 -150 - WOO DATE YP. FOR -4 d PC -4T S - 1 S - 18 15" WIDE GRADE BEAM 11, PC -S 18" WIDE GRADE BEAM S -1 S-2 TYP. FOR PC - D d PC - : T 1 ' -7 1/4 7' -9 1/2' END OF CURB PC -4T ; ` - 1/4" PC -4 PC -5 YP. FOR -2 d PC -2T I PC -3T PC -4 PC -3T1 S -1 S -2 PC -3T 16" NICE GRADE BERM PC -4T 6" CURB WAL' PC-6 PC -6 PC -4 ENO OF CURB 6'- 7 1/4' 6' -9 1/2 0 0 0 0 0 0 0 0 0 0 PC -3T TICAL 10 YP PL S - 11S - 2 1' -31/4"" N M1 PC -3T B 6" CURB WAL 10' -7 1/4" PC -2 15" WIDE GRADE BEAM PC -3T END OF CURS PC - 3T 6' -7 1/4 1 ' -3 1/4" 1 /16 "=1 " -0" 190'-O" PC -2T PC -3T PC-4 6' -9 1/2" CURB 6' -2 1/4 3' -9 1/2 "-J 10'-0 1/4" NOTE: TOP OF PILE CAP ELEV. 98' -B U.O.N. TOP OF GRADE BEAM ELEV. 98' -B" TOP OF TIE BEAM ELEV. 98' -S" FOUNDATION PLAN " CURB WALL 1'5" GR PC - 2 IDE BERM PC -2 10' -0 /4 S -2 3' -9 1/2 6'-2 1 /4 1 ' -0" PC -2T PC -3T r 0 0. THE 41,4WWP COMPANY rI110 RFP'ARTNT 'GENERAL STRUCTURAL NOTES COPE4 ANO SPECIFICATIONS R. UNIFORM WILDING CODE - 1902 EDITIL:J B. AMERICAN NATIONAL STANDARD INSTITUTE - ANSI A58.1 - 1982 C. ACI 318 - 83 BUILDING CODE REQUIRFMENTS FOR REINFORCED CONCRETE D. CRSI MANUAL OF STANDARD PRACTICE - LATEST EDITION E. RI€iC MANUAL OF STEEL CONSTRICTION - EIGHTH EDITION F. ANS STRUCTURAL WELDING COW - ANSI /AMS DI .1 -84 I MAN CRITERIA A. wlN l LORD - PER UNIFORM IIlJIL01:,e CODE 1. BASIC WIND SPEED = 80 MPH 2. EXPOSURE C 8. SEISMIC - ZONE ND. 3 PER UNIFORM BUILDING CODE V = ZIKCSM = TOTAL LATERAL FGU E RT BASE BRACED FRAME Z = 0.75 I = 1 .0 CS = 0.14 C. ROOF LIVE LOAD MOH LOAD = 25 PSF PROVISION FOR SNOW DRIFT HAS BEEN MADE PER ANSI A58.1 -1982. D. FLDDR LIVE LOAD (ND LIVE LOAD REDUCTION APPLIED) 1. SLAB -ON- GRADE: 2. SECOND FLOOR: 3. STAIRS: 4. TRACK: E. SOILS DATA 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 'RUGERCAST PILES SHALL EXTEND TO A TIP ELEVATION OF MINUS 15 FT AND PROVIDE SD KIPS DOWNWARD AND 3Q KIPS UPLIFT CAPACITY RESPECTIVELY. 3. HIGH STRENGTH MORTAR MIX SHALL DEVELOP A MINIMUM F'C = 4000 PSI AT 28 DAYS AND SHALL HAVE A MINIMUM CEMENT CONTENT OF 10 SACKS /CU Y0. AND 4. E SOIL RTHNORK AND DETERM�I FOUNDATION TWAT ALLTE C NT DESIGN ARE FULFILLED. MATERIALS A. STRUCTURAL STEEL I. STRUCTURAL SHAPES AND PLATES .:HALL BE RATH A36. STRUCTURAL TUBES SHILL BE 49TH A500 QR. 8. 2. ALL FABRICATION AND ERECTION SHALL COMPLY WITH RISC SPECIFICATIONS. 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 /T0 BE DEEMED IN CONCRETE OR FIELD WELDED SHALL NOT BE PAIN2 S. SURFACE PREPARATION FQR.PAINTING SHALL CONSIST OF RUST AND SCALE RENDVAL. BY COMMERCIAL SANDBLASTING. SURFACES TO BE PAINTED MUST I° ORYr',FREE OF DIRT. OIL. GREASE. OR OTHER FOREIGN MATTER. B• STRUCTURAL STEEL' CONNECTIONS, 3. I. ALL 80L.TS SHALL BE RSTM•A325 UNLESS NOTED OTHERWISE. INSTALLATION SHALL' BE ',IN ACCORDANCE "WITH'RISC SPECIFICATIONS. 2. , ALL HID'- STRENGTH BD TS ASTM A325 SHALL BE FRICTION -TYPE CONNECTIONS WITH LORD, INDICATING MASHERS. UNLESS OTHERWISE NOTED. 3. ALL ANCHOR . BOLTS 5I .l. OE ASTM A307 OR A36 IN.ESS NOTED. 4. COLUMN ANCHOR . H BOLTS TO BBEE FURNISHED WITH TWO HEAVY HEX NUTS AND TWO WlSHERS EACH LTlL.J .ESS 'NOTED OTHERWISE ON DRAWINGS. 5• 'PERFORMED BY C�ERTTIFIED AS WELDERS IN ACCORD/BCE WI ANS AND RISC 6PECIFICATION4S. EL4CT 8 SHALL BE 5 -70 SERIES. C. GAEFI.ACE c0N0RETE' � I. CONCRETE FOUNDATIONS AND WRU.S SHALL QEVELL�P $ MINIMUM FC' P 4000 PSI AT 7JiJ &. • CONCRETE FLOOR SLAWS AND SLABS ON GRADE SHALL DEVELOP A MINIMUM FC' * 4 QOO PST A IYS'. 3. DESIGN MIX FOR COAEIE SHALL BE SUBMITTED TO THE ENGINEER FOR 4SICNAL PRIOR TO colowlaN. 0.I Ow?CI STEEL I. CONCRE REINFORCEMENT SHRILL BE DETAILED. FAIIICRTED AND PLACED IN OFROPMCg WITH AF;-. 2. REI INHO STEEL IC Sk#N.1. BE WORMED BILLET STEEL CONFORMING TO ASTM GRADE 3• '" WIpE CONJORNIO ASTM 11-1 ALL WIRE FABRIC SHALL PM IN �P• LED AAND I KAi 0 ETS SA I1EE A CHAIRED TO PROPER ,, 0 RN. "wA. 90002 0 Magri, WA. '(18241 0 WO, WA. 91431 100 PSF OR 4.0 KIP CAPACITY FORKLIFT 100 PSF (INCLUDES 20 PSF PARTITION D.L.) 100 PSF 100 rBF 1 ,U ,OR TACK I OF REINFORCING BARS TO OTMEI. BARS OR PLATES. 'POW IS I TEO EXCEPT WHERE SPECIFICALLY APPROVED BY �i. LAR LE.L of '.A NQN1q $ OF 48 9R6 DIAMETERS LW .% OTHERWISE NOTED. ACCEPTABILITY ' THIS Ofr8IGIS 8C.011 "ECIFICMT&81 IS IMNM O 6. REINFORCING STEEL SWILL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SWILL BE AS INDICATED ON TfrE DRAWINGS. THE FOLLOWING PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED; MIN COVER (IN) (A) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 (B1 EXPOSED TO EARTH OR WEATHER *5 THROUGH 1 8 8445 1-1/2 (C) NOT EXPOSED TO WEATHER OR IN CONTACT WALLS 3/4 THE GR0)80 SC 3/4 E. METAL DECK 1. 3" DEEP - 18 GAUGE ROOF DECK SHALL BE SECTION 21 AS MA UFACTIFED BY N.H. ROBERTSON COMPANY OR APPROVED EQUAL. WITH GALVANIZED FINISH PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 2. 2 "- QL -SS -20 GAUGE FLOOR DECKING SHALL BE AS MANUFACTURED BY H.H. ROBERTSON COMPANY OR. APPROVED EOUAL.'WITH GALVANIZED FINISH PER SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL PROVIDE THE MISCELLANEOUS STEEL FRAMING REQUIRED TO SUPPORT THE METAL DECK AT THE mum's. BRACING. OR ANY OTHER INTERRUPTION. 4. TIE METAL DECK SUPPLIER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED DECK LAYOUT. WHICH SHALL INCLUDE THE 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 S' -0" ON CENTER. FASTEN EDGES TO PARALLEL SUPPORTS WITH 3/4" DIAMETER P000LE WELDS AT 12" ON CENTER. 6. ROOF DECK FASTENING: FASTEN TO ALL TRANSVERSE SUPPORTS WITH 3/4" DIAMETER PLCCLE 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 MOLE WELDS AT 12" ON CENTER. 7. .MINIMUM BEARING SHALL BE 3 ". • 2 F. GROUT NON- SHRINK GROUT SHALL BE EMBECO *636 BY MASTER BUILDERS. OR OTTER APPROVED EQUAL. G. OPEN WEB STEEL JOISTS SWILL BE OF SIZ' AND TYPE AS NOTED ON DRAWINGS AND TO COFORM TO STANDARD SPECIFICATION AS ADOPTED BY STEEL JOIST INSTITUTE AND AMERICAN INSTITUTE OF 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 NI WITH FC' • 1350 PSI. 2. MORTAR SHALL BE TYPE $ 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 ALL CELLS CONTAINING REINFORCING AND EMBEDDED ITEMS. 5. MINIMUM REINFORCING: -5 Q 4'-0" O.C. VERTICAL. *6 S 3'-4" 0.C. 'HORIZONTAL.USE (1) *6 B ECM B 4$ AT HALL ENDS OOIJ FACE TO REINFORCEMENT6 " AT AT-CORNERS mu INTERSECTIONS. AT ALL WALL OPENINGS PROVIDE *5 X FULL WALL HEIGHT VERTICLE EACH SIDE. *6 X OPENING WIDTH 4 5' -0" HORIZONTAL IN BOND BEAM SILL UNDER AND IN LINTEL BEAM OVER. PROVIDE DOWELS FROM CONCRETE FOUNDATION TO MATCH VERTICAL WALL REINrR" ' NT SIZE 44 SPACING. PROJECT DOWELS 2' -1 ". LAP VERTICAL WALL REINFORCEMENT 30 DIAMETERS OR 2' -O" MINIMUM. LAP BOND BEAM REINFO N 2: 6 ". STAGGER SPLICES 6' -0" MINIMUM. UNLESS OTHERWISE SHOWN ON NGS 6. UNLESS NOTED. VERTICAL REINFORCING IS TOBE•AT CENTER OF WALL. 7. MASONRY TO BE CONSTRUCTED USING RUNNING BOND. I. GENERAL 1• F ROM THE DRAWINGS SHALL BE D I BROUGHTT TIE IMEDIAT OF TIE ENGINEER. 2. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED. ANY PROPOSED FIELD CHANCES SMALL HAVE PRIOR APPROVAL FROM THE ENGINEER. 3. LOCATION AND SIZE OF EQUIPMENT PADS. ANCHOR BOLTS. INSERTS. OR HANVERS FOR EQUIPMENT SITYYJ. BE TAKEN FROM APPROVED VENDOR'S DRAWINGS NO DECKED WITH THE EQUIPMENT SUPPLIED. 4. GENERAL CONTRACTOR SHALL COORDINATE AND/0R PRCNI E ALL ADDITIONAL OPENINGS. INSERTS AHD EMBED ENT'S 5IE144 ON ARCHITECTURAL. MECHANICAL. AND ELECTRICAL DRAWINGS. J. INSPECTION AND TESTING 1. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS of UEC SECTION 305 306. 2. FOR TESTING REQUIREMENTS FOR EACH MATERIAL. SEE TECHNICAL SPECIFICATIONS. STRUCTURAL STEEL SCHEDULE MARK N0. DESCRIPTION SHAPE REMARKS C -1 WI O X 39 I C -2 W10 X 54 I C -3 TS 12 X 4 X 1/4 0 C -4 1410 X 33 I C -5 TS 3 X 3 X 5/16 ❑ C -6 W12 X 58 I C -7 TS4 X 4 X 1 /4 ❑ BR -I 2L 4 X 3 X 1/4 11 LLV, SPRCER BAR @ MID- LENGTH E. -2 2L S X 3 X 1/4 1r LLV, SPACER BAR @ MID- LENGTH BR -3 2L 6 X 4 X 3/8 1r LLV, SPACER BAR @ MID - LENGTH BR -4 L 3X3X5/16 L RB -1 1112 X 16 I RB -2 W12 X 16 I RB -3 W14 X 26 I RB -4 W18 X 35 I RB -5 TS 12 X 4 X 1/4 0 RB -6 TS 6 X 4 X 1/4 0 B INCH SIDE HORIZ. RB -7 TS 4 X 2 X 1/4 n RB -8 TS 6 X 2 X 1/4 0 RB -9 C12 X 20.7 C RB -10 MC 6X12 C RS -1 WTS X 13 T S -I WB X 24 I S -2 WT5X13 L S -3 TS8X8X5 /16 ❑ RG -1 141 2 X 26 + L 5 X 3 X 1/4 f L 5 X 3 LOCATED BETWEEN JOIST SEATS LLV - RG -2 W21 X 62 + MCB X 8.5 1 y RG -3i 1424 X76 +LSX3XJ /4 f RG -4 1 P5 4 X 26 + L 5 X 3 X f/4 f L S , X 3 LOCATED BETWEEN. JOIST SEATS LLV RG -5 W21 X 62 +2L 5 X 3 X I/4 } SEE RD-5 'REMARKS AT GOT. OF SCHD. RG -6 W21 X 62 I RG-7 Vol X 62 + L 5 X 3 X 1/4 f L 5. X 3 LOCATED BETWEEN JOIST SEATS LLV RJ -1 24 LH 07 �FN'IEB J asT w TOP CWAO PIT''' TW NAYS 0 1 / {•,PER FORT. RJ - 2 24 LH 07 OPEN'MIB JOIST X 111 OTV P1 ONE WAY e Ia. PER FOOT' EXCEPT PT IOW. CRIER ES 'AV ' d 'C' RJ -3 20 LH 05 OPEN WEB JOIST 2B -1 C8 X 11 .5 3 2B -2 8 X 1 0 1.4 I 26 -3 W8 X 18 I 2B -4 W8 X 58 2 2B -S W14 X 26 I 2B -6 W12 X 1 9 I 2B -7 WIB.X.35 I 28 -8 W24 X 55 I 28 -9 TS 6 X 4 X 1/4 = 6 INCH SIDE 1-131212. 2B -10 C8 X 18.75 [ 28-11 TS X12X1 /4 2G -I 1418 X 35 I ' 2G -2 , 04 X 55 + L 5 X 3 XI/4 ± L 5 X 3 LOCATED BETWEEN JOIST SEATS LLV 2G-3 1 W30, X 116 _, 20 - 4 1 W33 X 141' +L 5 X ',3 X 1/4 L S X 3 LOCATED BETWEEN JOIST SEATS LLV 2h - 5 1421 X '62 + L 5 X 3 X 1/4 ... , :, . ' UISI SLR S LL (OMIT L 5 X 3 AT CPENINGSI 2G - 6 W14 X26 + L 5 X 3 X 1 /4 } L 5 X 3 LOCATED BETWEEN JOIST SEATS LLV 2G -7 W24 X 76 I 2G -8 W30 X 132 +. L 5 X 3 X 1/4 f L5 X 3 LOCATED BETWEEN JOIST SEATS LLV 2G -9 W24 X 76 + L S X 3 X 1/4 ' ' "' ' ' O SI SLATS LLV IOMIT L'5 X 3 RT OPENINGS] 2H -1 TS2X2X1 /4 ❑ 2J -1 24 LH 08 OPEN WEB JOIST 2J -2 24 LH 11 OPEN WEB JOIST LS -1 015 X 33.9 [ LS -2 C12 X 20.7 [ LS -3 C8 ,X 11.5 [ LS -4 0 0 X 15.3 C LB -1 C15 X 33 .9 [ LB -2 CI 2 X 20.7 [ EI RECVED WILA aTV of TIIK LB -3 010 X 15.3 C LB °4 TS6X4 X1 /4 0 LB - 5 C8 X 11 .5 [ PERMIT CENIEN G -1 05)111.5 n G -2 03 X 11.5 + CIO X 15.3 + L 4 X 4 X 3/8 + TS 2 X 2 X 1/4 + L 2 1/2 X 2 1/2 X 1/4 CIO WEB VERT. SEE DETAIL A C8 WEB HORIZ. S - 5 S G -3 C7 X 9.8', n G -4 BENT PLATE 3/16" L_ 3" SHORT LEG, B 1/2" LONG LEG G -5 C12 X'20.7 1-1 G -6 010X15.3 u, SS S -11 S - 5 jS - 10 2B- 33-2 26 -21 10' - 7" 0" 1 2B -2 BELOW m M FOR BANKED CORNER DETA LS SEE ARCHITECTURAL DRAW NGS 4 SPACES @ 5' -0" TYPICAL BAY GRIDS 'E' TO 'J' 2 "OL TRL a CK - 2 GA. - 3 SPAN CANT 2B -1 U 2B -1 • 28 -1 U 2B -I • 2B -1 CI 2B -1 ° 2B -I • 2B -1 S -5 S -11 S -5 S -1 -2 BELOW STAIR =3 DDET S-5 S GIRT LINE BR -1 ABOVE S - 5 S - l1 6 BAYS @ 20' = 120' -0" SECOND FLOOR FRAMING PLAN 1/8- 1'-O TOP OF STEEL EL 112' -7 1/2 SYM A B R FIRST REVIEW ISSUE FOR PERMITS ISSUE FOR CONSTRUCTION RECORD DRAWING Ef SR SR <L. APPROVED: WEM DATE 8.8.85 9.20.85 10.11 .8E 12.21 .8" SYM PK PS TS PKT�� REVISION, BY APPROVED DATE THE , / " 74140 COMPANY E FACILITIES DEPARTMENT C A ' -4 GIRT LINE BR -I AUBURN, WA. 98002 EVERETT, WA. 98201 KENT, WA. 98031 PORTLAND, OR. 97220 RE11Tt .' t A. 9‘1055 SWATTI;E. WA. 94124 - OUTSIDE FACE OF 2B - I 1"11iTCH L "ti SEE SHEET S•8 FOR CONTINUATION I I I I H- I� 0000 c o r y4.: 79 „.„; Zg 0 0 0 0 0 KEY PLAN Et £ FR E k ( / C i RG-5'RFMRRKS' T.O.S. OF W21'@ EL 132' -5 1/2" 2L 5 X 31 LOCATED BETIEEN JOIST SEATS LLV SLOPE UPPER L 5 X 3 DECKED W.F. MOOR EYR. 0_F. MANSFII CIECKm S. RRNGARAM APPROVED P.W.KOSTFNIU[E dp .4/. SIMMONS 10.11 .RE ACCEPTABILITY DRAWN BY M. CAR.RICK SUBTITLE E IGINEERSO I©, DRAWING LAST REVISION B 12.21 SYMBOL DATE 3e) 2 xsx "/1 EL_ 5 - EL 155' =-0 L 12.5' -4 1 ' Jr-2.1F1 71,272:141StfaL _Oartg,.115.q1',1.) 15i "Im'27,41,11 - 4 X 17 4- Pr.u.'s IN Nat ..c%p AT 111W SL■ A " IHrLI pJj , 4111.1 4)( 4 ) , 1 1. ca il, Ft , PA-1 - r_122 -- NOT ArTAG1-1 _ - i2V-e" AffriOMMIre(4 'TO 1 IA/ /21 bol.15 LADDE1 ? / + 1 1 A 0_1_". 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