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Permit M93-0126 - SILO
, 41 ii xe • City of Mud 14k- Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M93 -0126 Type: B -MECH Category: NRES Address: 17550 SOUTHCENTER PY Location: Parcel #: 262304 -9110 Contractor License No: EVERGI *201D7 TENANT SILO 17550 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER PACIFIC NORTHWEST GROUP A 5601 6TH AVE S, SEAT_TLE:` CONTRACTOR EVERGREEN REFRIGERATION Phone: 206 763 -1744 727 S KENYON;, ST, ' SEATTLE , WA 98108 CONTACT RICHARD LEE: hone: 206 763-1746 727 s ONYON ST, SP‘TTLE WA 98108 **k** k***********.* k***k*** k**** k- k. k****** k : **., ** * * *•k *k ****k•k *k* Permit Descript;ion.: INSTALL;:. »VAC EQUIPMENT AND. UMC Edition': L991 Permit Ce,'rite.r.,,AUth;:or�i ze'd .S•i gnature obtain thisui lding permit. Signature: MECHANICAL PERMIT Valuation: .Total Permit Fee :, Status: ISSUED Issued: 09/15/1993 Expires: 03/14/1994 - 76.88 **kkk *k•kr` ** etc* ** * **k *k *****.k.*•k k * *** *Ak,kkkk *** * *kk ** ***4 **4k****** Print Name:___ C_:IA - .& 7 0 Title: I herebycer.tify that'I.�-hav�eread.: examined this permit and` Ik;now != the same to* true an'd correct. :'All provisions o;f law and ordinances ,._ governing,'athis work will be complied' w herein ,' not The grant: ng of t'h i s' permit does not presume l;"to give authority ;: to`;:v;i of ate or cancel ,t he pr {ovisi"ons of any other;Astate laws regulating constructtor'the performance of work.-•: I am authorized to sig and } Date ::' gyeA, (206) 431 -3670 This permit' shall become''n1.0,1 and va:$dj.,.if` >the work is ;.not commenced within 180 days from the date of. y i or if the {w s suspended or abandoned for a period of 180' d a %s stfr•om th .e a ` last inspection. AMOUNT OWING: i er O � Q CONTACTED Ck OS DATE NOTIFIED nom, 104 CO BY: 043 (init.) 2nd NOTIFICATION ' BY: (init.) BY: (ini ) • 3RD NOTIFICATION PLAN CHECK NUMBER PARTME CITY OF TUKW 4 Department of C ommunity Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Mechanical Permit Application Tracking PROJECT NAME SITE ADDRESS INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. It' ROUTED) -14 BUILDING - initial review FIRE O PLANNING O OTHER ,CBUILDING - final review BUILDING OFFICIAL 4,'ala-a3 REVIEW COMPLETED INIT6 INIT: INIT: INIT: INIT: I ci /19 CONSULTANT: Date Sent FIRE PROTECTION: F DEPT. LETTER DATED: ZONING: REFERENCE FILE NOS.: UMC EDITION (year): _QUIREIIfIEN Li Sprinklers SCREENING REQUIRED? Q Yes 0 No SUITE NO. Date Approved - U Detectors — ON /A INSPECTOR: BAR/LAND USE CONDITIONS? ■ Yes 01/07/93 PROPERTY OWNER of _s ,7 e.., RCPT:: >>r.> i < DATE '<: PHONE ADDRESS M 2.,53- 64 4,= 47� :�" a -0 I 1_4)J ZIP 9/4436i CONTRACTOR E r - �� y �QJI �O� PLC. �'tLL- C,C(l�'i hi C PHONE •, l�� (7 ADDRESS 7) 7 `/ K > >< » <«`: < < <;< > > >< »�:> OTHER' ZIP ��� WA. ST. CONTRACTOR'S LICENSE # €"v 1. '. 222 I 7 EXP. DATE ( 0 _ 2 (_ 3 : : : : :D.ES.CRIP:TION;>:?; <;; : <:; AMOUNT: :: RCPT:: >>r.> i < DATE '<: BASIC G ?ERM ITFEE >: :::.. 15:00 U P AN:. CHECK:: FEER:> >: ? .<< .L > > <:<< >: >' < <i;:`> <<:: > >< » <«`: < < <;< > > >< »�:> OTHER' ; TOTAL> :: :.. :: CITY OF TUKWILA of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK , NUMBER Mc' )Q APPLICATION MUST BE FILLED OUT COMPLETELY SITE ADDRESS SUITE # 175 "3 , r �, - -r A PROJECT NAMe ENANT i � p i� 7 TYPE OF WORK: �ew /Addition DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) O Modifications 0 Repair Rfilzj NATURE OF BUSINESS: sl /J WILL THERE BE A CHANGE IN USE? 0 No 0 Yes IF YES, EXPLAIN: CONTACT PERSON DATE APPLICATION ACCEPTED MECHAN.ZAL PERMIT APPLICATION AVE READ AND EXAMINED THIS AP. AN D;KN .O:�! AUTHORIZED.TO APPLY FO T IS PERM SIGNATURE e . _e _� PRINT NAME k ( d.,,La( /-e.. k.... ADDRESS 7.7.7 S K f o7 / S / G / .t, LL Mechanical Fee Worksheet must also be filled out and attached to this application. FEES (for staff use only) VALUE OF CONSTRUCTION - $ DATE APPLICATION EXPIRES ASSESSOR ACCOUNT # �a 3O I 0 Other: —6/ /() •7�5 7an /2 7b71 / WILL THERE BE TORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? IF YES, EXPLARM No 0 Yes gi DATE - - S PHONE •7 . -/ 744 CITY/ZIP ��iv,1' PHONE 763 —( 7 c/ y, APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Application and plans must be complete in order to be accepted for plan review. BUILDING OWNER/AUTHORIZED AGENT If the applicant is other than the owner, registered architectengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your fees. 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 304(d) of the Uniform Mechanical Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development at 431 -3670. 0 06/07/93 SUBMITTAL CHECKLI MECHANICAL n Completed mechanical permit application (one for each structure or tenant) Two (2) sets of mechanical plans, which include: • Floor plan • System layout • Elevations (for roof mounted equipment) • Heat Loss Calculations Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) Note: Hood and duct systems require a building permit for the duct shaft. Water heaters and vents are included in the UMC — please include any water heaters or vents being installed or replaced. • �.� u• r•0"040I0,44.NN r64444 `r1 Atd As PROtinoth By LAW AS II: • t %Ptt Al Ty AA ; AR REcarfiATlON NUMBER, MAO* . .' 'AA�F6 , :4 4tOolb7; to r2003 ' , ; ErtEt,Yik : 831.2i!Ro - S Lt4itiN • • �Si:A'tiLC SIGNATURE 1 e ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES 4J� WILq 4 City oC Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 • 19 Fire Department Review Control #M93 -0126 (511) Re: Silo - 17550 Southcenter Parkway Dear Sir: John W. Rants, Mayor September 7, 1993 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 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 #1646) When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and UBC Standard No. 43 -7. (UBC 4306(d)) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 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 b eau cc: T.F.D. file ncd . i/Vi. • t Yatff • .4. 1 - ;+verio -11 , r, -, ••90 , .. , • -, - • • .• ••• ..Aletgeottipp, ■ 'VrElt q • 1908 , C J*441 A ij City of Tukwila FINALAPP.FRM FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM , Retain current inspection schedule ij ft Needs shift inspection Approved without correction notice Approved with correction notice issued Gary L. VanDusen, Mayor Control No / AI 7Y Permit No. Project Name 0 Address Suite # Sprinklers: Fire Alarm: / Hood & Duct: / Halon: N, Monitor: / / /0)6- <" A(7 Pre-Fire: Permits: ag I 1 6/3 Authdiiied Signature ' Date T.F.D. Form P.P. 85 ********** k*************k*** k****** k * *k * * * *k * *k **k * * * * ** *k * *•k * ** cry? OF TUKWIIA, WA TRANSMIT ******** * ** * ** * *•k * * * * * * * * * *k* * * * * *A * ** * * ** fir **** * *k * * *kk *** ** *fie ** TRANSMIT Number: 93001302 Amounts. 76.88 09/15/93 09 :51 Permit Na: M93-0126 Type. B-MECH MECHANICAL PEIIMIT Parxcel No" 262304 -91]:0 /1l93 Site Address. 17550 SOUTHCENTER PY Payment Method: CHECK Notation: EVERGREEN RE.FRIG Ireit: SLB * ***** :• * * ** ** * ***i ****************** k* *** * ***** * * * *** ** * * * *** * *k Account Code 000/345.630. Q00/322..100 GENERA 15.38 GENERA 61.50 TOTAL 76.88 CHECK: 76.88 CHANGE 0.00_ 4386A000 , .14:41. 76.88 76.88; oesrwiptian PLAN CHECK - NONRES MECHANICAL• .- NONRES Total_ (This' Payment): , Address: 17550 SOUTHCENTER PY CITY OF TUKWILA Tenant: SILO Status: ISSUED Type: B -MECH Applied: 08/26/1993 Parcel #: 262304 -9110 Issued: 09/15/1993 * * * *•k** * ** k************** * * * * * * * * * * * * * * * * ** * ** * * * * * * ** * **•k * * * * * * * * ** * ** ** ** Permit Conditions: r _.a �, , a ~.,• -., � 1. No changes will be made toitthle pllains�.:unless. by the Architect and the 7,y0114 a- Building Division 2. Plumbing permit , ,s6141:' , -6"e obtained through the,.Seatt�le -King County Departme t)of P ub lic Health o�, Plumbing vii.% l be inspected by , ,'t ageyncy, i a'•,l�,l gat piping " ` `' (296 -4722) . .,.�' t "i" r .x{f f1 ' { 3. El ectri ca g � e er s,ha; l mo b o bta i ned� �'t'hr�ou h 'theeiWashi ng o > , J State Di.. sp v � `'i ;; s 'i on o L b orc.and Ih,d s�tries andi'F�a�ll electrical s , work. wi,l1 bec by th�a' . d' by (248-6657) .r• < 4. All per'mi'ts, inspection re'c 'rlis, a plans shall ` tip: maint d�available at'�, job site'''_ prior to the;,start�t'of''' any ccstruction. The�swe"docume.n1 ' are to be maint'ained�,r° t avai 4 ;l�a'ble .unt'11 ;`` final °• " ° °app is granted. . l 5. Any F �ej posed Cinsulations back• material shall have`';a Flame Sprie Rating ,cif 25 ,.:or'l ess, ;and mate •� 1 1 bear- i dent i - fig "!t on showing ,ttie, t'i re `p_er fo`:r:,mance 0 rating thereof `, f`"�"'`': • Reoti ly accessible ,,acpc:ess to roof mounted equipment its ' Ji 7. Al const ton . , .. to , hedone ln�, conformance With appro.vedt{ plans andVtequirem aft'thrtini ii-Bui,l•ding Code 0199,1 t, Edit,;iio n) asr "ended , by , .�Bui lding, Code,''• of Unifo m'Me Code (1991 Ed1 and=-Washington State . Ener y� C"�i:de'`'(1991 Second Edition) t ` "N y.-,:•cam '1 �,;z . Val i ' 'JJ o f�' [ )''� P 'ermit. The issuance�lof�M,e 'ermi t- - "or approval plans., pe and computatio s,hals'1 be co u, . strued�; p be a perm,j for, or ann approval of, any violation any ofd., the prov i sri,ons of th i 4�^' 'code r or �p �' L t e'M 4' t; � + ., r ,h ^y } >, ` J t i:.c' ordinano4) f the No permit resumi. Hato giv authorit 41,,b ,, r vi`ol ;te or capcel the provi5{i of a ri ; c,od� '' ' . s ha 1 1 be )ad r3 'i sg (4 -4 * ,.¢4.''; , r te �� , }r , 1x Permit No: M93 -0126 • - - INSPECTION NO. • "•••• ' • (I INSPECTION RECORD (. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukvilla, WA 98188 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Ai9 3 !ERMrT NO. (206)431 Approved per applicable codes. 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at ype o n Address: T5'0 0 /42: Date Gaited: Special Instruct . _S., Date Wanted: /0— am. p.m. Requester: Phone No.: • - - INSPECTION NO. • "•••• ' • (I INSPECTION RECORD (. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukvilla, WA 98188 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Ai9 3 !ERMrT NO. (206)431 Approved per applicable codes. 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 'Aro]eca: c— ' 1 —T ype o . Dm e a 1•:, e nant to T , — q i� A.. ,; MAN '1.. '��±1 m . . — ? b: OD i rrr PLe ve, 0 I I ioe 4-6.1A) // � �GP 1.,� BWIi. Al. Requester. f — — 370 .>"-- jNSPEcriON .RECORD •��• Retain a copy with permit +.r.• ill y r CITY OF TUKWILA BUILDING DIVISION / 0/ 2-62 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 X Accroved per applicable codes. 0 Corrections required prior to approval. r" 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1." Date: 0 :INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. _ r'e 5 ,O1 >l 0 Corrections required prior to approval. I s _t 4 y Address: ( co et p g41/4st , Date Called: Special Instructions: Date Wanted: , O_ po , a p m Requests PhoneNo.: 6 .- 75 -_ De --/ 0 :INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. _ r'e 5 ,O1 >l 0 Corrections required prior to approval. I s _t 4 y S t L o Ype o n an:i Address: 7 � c ile A, P Date : I0f q Special Date Wanted: 10'I3 ;3a %. Requester: � # . t U D-Y�.r Phone No.: t, ""7 5 — 3`U2` ❑ $30.00 REINFECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 1 0 INSPECTION RECORD 0 R t aln a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: ' � •c44 . / K G H - / nl ct 71 v 14 l'1 �' t t t 3 C / rte —era cj: P -11/8•Z' &"-- . COMMENTS: -, \ ‘ t.) L LA t.) rr— ‘ 5.,,,,,„ ac hr. Tstsi , xi pniyiz I a t A-D is kiAa PAssw. • - / IP» PM /,‘ 19 , a ATS TO L LT- e AT =..-'12-1 12 - ( A k69 ( A 2.) f NS R.-:A*6 el M - /2._ • - - Lc Typo 'I Ins' , Ion: , —f—^ ..wp.■ i Ili I ES Address: I Dale a , . Speca nstwct ons: IA4 i Date Wap , q '1-9 10p.m, 1 1 .,..00 A --p\ ..) Re \ F1 Yrt, di i I lot_ Phone No.: 5 — K Approved per applicable codes. INSPECTION RECORD C Retain a copy with permit i iiv13 - Dia F CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 0 Corrections required prior to approval. C,7 $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, tee must be paid at 6300"Southcenter Blvd„,Suite 100. Call to schedule reinspection. Recefp1No.: I Date: K Approved per applicable codes. INSPECTION RECORD C Retain a copy with permit i iiv13 - Dia F CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 0 Corrections required prior to approval. C,7 $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, tee must be paid at 6300"Southcenter Blvd„,Suite 100. Call to schedule reinspection. Recefp1No.: I Date: -1371ect: 5 ( 1 0 Type of Inspection: ig 6 1 , ‘ ii _ i in Address: 17 5 5b 9c Rod Date Called: Special Instructions: Date Wanted: I ' X 3 ' 1_5 am. n , Requester: Phone No.: to $ 44. _ ro CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD 0 Retain a copy with permit PERMIT (206) 431 -3670 � Cii/ — 3 - 7 30 ❑ orrecti ns required prior to approval. COMMENTS: 7 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite.100. Call to schedule reinspection. t Recept No.: Dale; . . Jon No. ENGINErRS— NORTHWEST I1 ''%. P.S. 6869 WOODLAWN AVE, N.E. • SUITE 205 • SEATTLE, WA 98115 • (206)525.7560 • FAX # (206) 522.6698 • • SU OJEGT -N ti • { • • "t . I 1712; i / 2 ; a C c.l�' ; • ! �''� >� 40 $, /4 . 6• = %x.0 ' ' fi, . ; Kz. "' ;•,;. I. I. Joe NAME , 10 LaJ,, 4) 2. d ' (16‘ . ; "' 0 41$ : x .s � � •*i • . • • , 61/5;et.i44'. dcQ s �'4r ts9'cy . e , .,, ' .70 , / iv // kw at, 1•• 14- 7 4 . Yom a v1 dcCiO td. DATE SHEET OF ©Y , RECEIVED ' CITY OF 'TUKWILA' ' AUG 2.6 1991 'PERMIT, CENTER Line 1. Lino 2 Line Line 4 Line i; oat DESCRIPTION 1'> > ER L E1 ± OF CANTILEVERED DEANS Laaination Thickness] : 1.5 In Cants, Braced? y /n; Y Live Load Skip Loade4? N y/n load Duration Factor= 105 1 )» Span Type ,...,1 RCANT SINP DOUBLE S1KP DOUBLE SIKP DOUBLE SIKP DOUBLE 5IIiP LCANT • , COLUMN BAY SPACING ft 40 40 40 40 40 ,,..Actual Span f;t - - - . 23.51 - - - 25.51 - - - - - - - - - LEFT CANTILEVER ft - - ,. - - - 6.33 - - - 8.16 - e - - . - RI6NT ' 1 8.16 - - - 6,33 - - - - - - _ - . .._ . BEAN WIDTH 1 '6.75 6.75 6.75 6.75 6,75 BEAM DEPTH i 36,00 24,00 36.00 24,00 36,00 max== =cossaaa = - ==a. aa a laaasaa slacassaariz _aazasalcc------ lasaa = = == lasss a:cs:= cNvaaalsz= caw,zlao =c=== alaosasa =cl Mounts... Left ft -k - - - - - - -159,2 - - - -216.4 - - - - - - Center ft -k 211,6 129.2 151.6 128.4. 215.7 • Right it-k -226.3 , - - -166.8 - - - ., - - .. - - - - - - la - I aaaa Sa n„aaaca czaCaaa=i -No Good - -No Good =c11 No Good --No Good- aaa4aaa-:= cazSSarl c== aaaaa laaccssaalatsc= aa= laNssaxzcl F'b - Allow. psi! 2,443 2,555 2,443 2,555 2,443 fb - Actual psi! t,862 2,392 1,373 2,379 1,781 F'v -"Allow. psi l 189.7 189.7 189.1 189, 7 189.7 � 0 v - Actual psi<! 199.2 197.3 166.2 197,9 198.5 LAv 7 • ' . / 0406 ax. Shear 01 , ,309 • • 26,931 1 ,150 ax..Left Reaction 11 25,804 21,309 61,390 21,373 69,604 ix. Right ' 11 71,261 20,158 62,980 20,09? 26,051 ntr Dell. DL 16,1 -0.33 -0,36 -0.24 -0.35 -0.37 Max. ini! - 1'.10. -1.00 , -0.73 -1.00 71.14 eft Cants DL in' - - -- - - -- 0.05 - - -- 0,08 Max. ink - - -- - - - -, 0.15 0.23 fight Cant: DL in;: 0.03 ---- 0,05 - - -- Max. in1 0.18 -. -- 0,13 - - - -- DESIGN DATA . 1 . 1 •, , 1 ; , , - -1 1 : 1 1 1 -1 NBRACEO LENGTH ft, b psi! 2400 2400 2400 2400 2400 v psi! . 165 165 165 165 165 LASTIC MODULUS 0011 1,8 1.8 1.8 1.0 1.8 1.8 1.9 1.8 1,9 1.0 1.8 - --APPLIED LOADS 1. t . 1 1 1 1 I 1 1 ! • - t NIFORM..,., DL plfl 510 510 510 510 510 LL plfl 1063 1063 1063 ' 1063 1063 STRSBUTED: Dl pill LL plfli 1 -Left ftl, 1- R1ght ftli INT: 11 DL .11; 1345 11 III 1315 1 -Dist. all 10 . • 7 12 DL 01' LL 11. X-Dist. ftti 111 6, ILL _ T i t l e ; Scope Number: Mi nc 1)nrtgr : I:)at:er:02•- Aucj --9;; - -__ _ware ._n. P'a4jc. 1 Lin ie 1 Line Line 4 Line 5 . • SEP I E OF • C ANT I LrVCRPM BEAh1ta Ti•l.1.v ,Scope CC)pe Numb or: Misc. . D rtrir .: D ,tc:O2 -Aug -9 15. ` DL 10 LL It X -Dist. tI 16 DL 1II LL III X -Dist. itt i] DL . 11 IL 11 N -Dist. # Cg_gIIO:Cgggss Ct: RC. FO C: La_ OCS: iissGREiiirs. iRDCit t:iiiIIr=si:Ct»=mgssot.?s1{ phut.- 07iiYifsg_t;iiiL::sgtlissss_c ;} R_itCtg Line 1 Line . 2 Line 3 Line 4 Line TEE E:jI',:AM DESIGN t:< ANALYSIS Page DESCRIP'60N 'r> - _._...-._._...!.. BEAM DATA -------------- AI:iC: SIrCiTION CFSJC0:1.>>T S6X01/4 CENTER SPAN LENGTH -- 24 ft. LEFT __ __ a, r• t: RIGHT GHT ?" " _: ft IJNI:IR(ICEI) LENGTH. ' = ft INCLUDE' FsEAM WT ? . '' Y yin INCLUDE LI.. w/ :J'r •? ' N y/n -_w->> All, distances r'cn'f r• to left support, l.lvre '-',for. left cantilever .47.. . •1i7. • ' I t, ., Ic ft POINT ..,. . 0 1 , , • , t'4�?. • • . ii : ;.. .. ' } }�! r r ..g5.- r . •ht6. . Dead - Live ' I Short= I �. Dist.m DX3'rRIr UT&D. . . r . Dead Live m _ Short= , 0.1 •X Lft= X Flt. .. 24 MOMI.NTS.. 1 . . Dead r L i v e x= ' Short == Pitit.= ,' TRAPEZOIDAL.... Decd Live' Short Load Q Left = k l f __ 0 Right= I:1 f Load UG:f t: : -. };1 f __ @ Fii t)htm Ic1 f I L.J6E : •T'SbX6X1 /4, Max ;atrerrit.; Ratio _r. c). 34} Max Value6: I Moment' I ...Stress Stres I Shear cat:rims I Defloctibn • i TABULAR SUMMARY OF I L.C)AD CO0i) I NAT I ON.I . , . i Moarcnts.. I� @ Center i �1 -• @ Center {! Left { 0 Right IShcear'....c Left ' I 11 ..Aic :tual,..' i1rlw 0.6 <'.1 . f•= 10.10 7.0.34 1.47.6 0.4U 10.40 - 1.011 in ;: X Left X Right X Left X Right I Dead Load •r Placed DL I L.I.. I...I. « .,.ST for Max Only I Ol;ntr OCntr 0.6 1 .4. 0.2 D&:t•t:e : 02-Ai..tg »93 . ,........... . _... MEMBER Dr1'rli I� = • 44 "kM vim) DURATION FACTOR :r 1.00 MINOR AXIS N y/n Graphics: (1,2 ,3,4)• ... CND CONDITIONS --- FIXITY (.;ODE ----->> 1. 44: 1: P/ f' /F,3:r= /P :P /I=,5:F /I'=r ee } =;wft: I. ».F 't I=. .4 t it: Location ft ft ft ft Max T)a 1 Ratio :.0 204.9 f (:i / Pb : % ma,: f v / Fv : 7. max Max. 1:)L 1)ef Ratio Marc. "r'L Def 1 Ratio Skip Lac:tdin=,)_; I i.t.. ((Cant% @C tnt:a I tU 0.34 OK r ' Q. (..)3 OK 1704 ** 20;1 1.4 , • • 0.6 '--f t. i -0.0 k-f t: I k•wf ti is -f't; I 1.4 1,1 , i Read✓ i cin.•U Left Line 1 Line 4 Line Z Line 4 Line O r.. w« .....w._... r.......,...w..r._...._........ _. _.......__.,._. w.... w....,. wI... w......._.._,............., Hw.. w............ w. ww...__. ............._.....H........__w ..r..Ir Ir M.H...r.r..._I....•N..r 19 M ..w Ir.Ir•r 1..._w1._..I.. r. N...r _..H.... r.•�..�... w1...•..._........... I. r. w.. Y�.r.,. Ww...• ...__IN....�.•..•_..Iwrw.1..1._ N_._wl.r.. I • C4 Right rw- r.._ r..r...._L.I..,.._N...r........ N.NNI.I•..._,..w. DEPTHI WEB TF•i I t:KNE'SS F=LANGE WIDTH FLANGE W I CKNE: $ SECTION AREA . SECTION WEIGHT NOTES 'STEEL }, EAh1 DESIGN & AiNIALY 9I S sr; 1,,4 0.2. FROM ALI..OWAE L,L r'Rr s .Of ERM I N/ T I ON -II..._ .. w,w.._._.�_........N.. fr't� Allowable u. ;,t0.36 !: i. T { 1. l a Scope Number: Misc. IJt nqr 1.4 0,5 :.STEEL SECTION DATA 6,00 in 0.250 in 6,.000 in 0.250 i n 5.59 in^2 0,9G */ft 1;01 IYY S,1, Siy y • r" `i y r• `i' , y • 1.4 '1q„ O 299 z.,i. : :3� 299 =10.099 = 10. to .� ., 32 4. H 4! L.I3 2.32a Date:02-Aug-93 .•.n_ Ir ..r l_.. n•.w.r.r...I•._w.rL..•r •r u, wr._..•.wn.. w..•�.._I_r.. i. n A 4 i.n'4 in ' in"3 in in SUBJECT LINCi I iV t 6- 1\101-11 i VV t S I I it V. 0. 6869 WOODLAWN AVE, ME.- SUITE 205 • SEATTLE, WA 98115 • (206)528.7560 • FAX 0 (208) 522.8498 JOB NO. JOB NAME tti ' )14. ... c j'aela k N 0 --1=� 1 a ",;,0 .... 400(03 5;10 I (4.16 cc); ! ctr. • DATE SHEET _OF BY • C r ENGINEERS - NORTHWEST CONCRETE JANE DESIGN (version 3.0) Sheet of 6869 Woodlawn Ave NE 1988 UDC SILO TUKWILA Seattle,Nashingt6n 98115 10;08148 08.07-1993 NEW DOOR ss sass aaasssensss=_= caagxi: eassasesa- -" 1001.= asasasttctc. z= :s__Fitesaas..sasssfmssosaasase n'ssceFRasai JAMB DATA height (ft) , width (in) ' thickness (in)' add thickness tin) K factor parapet ht (ft) 25.00 28,00 5.50 0.00 , , 0.80 0.00 SPANDREL DATA ,thickness(1n)' offset (in. '+ outward) 5.50 0.00. I I , OPENINGS LEFT.,..., width (ft). ,.height (ft) RIGHT . width (It) ' height (ft) 3,3 7,0 MATERIAL DATA ; concrete (psi) rebar (psi) 3000 600)0 LOADING DATA udfactored wind � in (psf): 14.3 out (psf)= 13,1 seismic.., ! :one 3 press ipsf)= 25.6 ledger ; , LL(plfla 259. DL (ptfl= 100 concentrated load LL(lbs)= 0 DL (lbs)e 0 concentric load LL(p)f)= 0 DL (p11); 0 horn load iplf (+ inwardl= 0 dist above floor(fti= 0.0 REBAR DATA I Vortical { 44 d= 2.75 Horizontal min in"2 / ft 0.13 NOMENT AND DEFLEC;TIQN RESULTS s inward - outward Case Puy (kips) Mu (in -k) Phis4n (in-k) deft (i.n) • Top of will 1 .` 1.2 19.7. 26,16 2 ! 1,2 -18.5 26.16 3 ; 1.2 -24.3 26.16 4 1'1.7 18.7 27.01 5 : 1.7 ^19.5 27,01 6 .? 1.4 -24.8 26.52 7 ' 2.6. , -2.5 • 28.62 bottom of wall. 1 • 0.0 24.3 27.88 2 12.2 -22.2 27.88 3 ; 2.2 -26.4 27.88 4 i 0.0 23.9 '' ' ' 26.97 5 ; 2,8 -22.1 78,97 6 , 2.4 -26.5 28.51 7 ' 4,1 -0.7 31.11 LOAD CASES y 11 .901 is 1,3111 inward 2) . .901 is 1.318. outward 3) .901 1.43E8 4) 1,05D1.1+ 1.2811 a 1.28W1 inward 5) 1.0501;+ 1,2811 + 1.28WL outward. 6) 1.05014 1.2811 's 1.4E0 ' I' ' 1 . 71 1.401 1 1,711 Lenart fact= 1.00 ecc (ini- 1.0 ecc (1n1= 0,0 .0.17 -0.16 -0.19 0.16 -0.17 -0.19 -0.02 0,08 0.02 -0,02 ' '0.08 0.01 -0.01 -0.00 0,0 - 0.0 X Li, w/seissic= X LL wlseisaic= X 11 w /seispi(ca, 0 0 0 Allow defi(inl Comments 1.60 1.60 1.60 1.60 1.60 1.60 1.60 0.80 0.80 0,80 0.80 0.80 0,90 0,80 cage ok case ok case oh case oh case ok case ok case ok case ok case ok case ok rase ok case ok case oh case ok NOTE ' in cases 1), 2); 4), and 5) the . '.11. used is 1/2 of the applied ll ' LOAD CASES 1) .9DL t 1.3141 inward 2) .901 t 1.384 outward 3) .901 + 1.43E8 4) 1.0501 t 1.2811 + 1.28$L inward 5) 1.05Dt( + 1,28LL + 1.28WL outward 6) 1.05010 + 1.2811 t 1.4ER ' 7) 1.401 1 +1.71 i . EN6INEER9- NORINNKST MASONRY HALL DESIGN (version 5:0) ''Sheet of 6069 Noodlawn Ark NE 08 -02 -1993 SILO TUKWILA ' Stattle,Mashingtbn 98115 10s19:26 CMU INFILL. -- s:si =0 ' asasss_#.# # = =2=t,aaaasasassARp #a0aaadc_po 1004gta7saaszaa as c asass# tu s4ansucaz c. =fiamostst a saa +aittnamssssas=s NALL DATA height tftl. K factor parapet tit lft) thickness tin) effective width tin) 10.00 1.00 0,00 7.50 48,0 no inspection . running bond not Solid grouted. no positioners MATERIAL DATA type f's (psi) rear (psi) CMU 1350 .. . ,'60000 standard unit site unit length width face shell webs - rake ' 15.50, . , .7.,50 1.25 1.00 .0.00 L0AD1(6 DATA" ' u4factured . weights fps,) wall F 62 ' wind i in Ipsf)R 14.3 out (psi). 13.1 seiseic ! tone 3 press (psf)= 14.0 import fact= 1.00 ledger, ! LL(plf): 0 DL (pH): )a 0 ecc fin): 0.0 X 11 w /stisrita 0 concentrates load LLt1bs1= 0 D1 (lbs)a 0 ecc tint= 0.0 X LL w/seis(lic= 0 strip width tin)= 0 concentric load LL(plf)a 0 DL (plf1c 0 X LL w /seiseic= 0 hors: load �plf 1+ inward); 0 dist above floor(ft)a 0.0 AEIAR DATA ' Vertical ISM at 48.0' in d= 3,75' ' ' MOMENT AND DEFLECT 1ON RESULTS + inward - outward . Case . puti (kips) ' fTsf, lin-kl kith tin -k) defl (In) A11ow deft (in1 Counts , 1 , 0.3 2.8' ., 6.83 1 0,01 0.84 rase ok. 2 4 0.3 -2.6 6,63 -0.01 0.94 case ak 3 t 0,3 3,0 6.93 0.01 0.84 'case ak 4 . 0.3 2,7 6.09 0.01 0,84 case ok 5 . 0.3 -2,5 6,89 -0.01 0.84 case ok 6 0,3 3.0 6.89 0,01 0.84 case ok 7 ; 0.4 0.0 7.03 0.00 0.84 case ok NOTE in cases 11,2) the LL used is 1/2 of the applied LL 4 5[ 6[ 7[ CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: M93 -0126 Status: PENDING Keyword: UACT User: 1677 Tenant: SILO Address: 17550 SOUTHCENTER PY Base Information Parcel No: 262304 -9110 Owner: PACIFIC NORTHWEST GROUP A Validated By: SLB Plan Ck Approved: Status: PENDING Applied: 8/26/1993 Issued: Active /Inactive: A Completed: / / To Expire: Final Notice: Nature of Work: INSTALL HVAC EQUIPMENT AND DUCTWORK. Location: Category: NRES (RES, NRES, STOV) Inspector Area: Valuation: 40,000.00 UMC Edition (Yr): 1991 Fire Protection: Use Change (Y /N): N Storage of Flammable /Hazardous Materials:N /A F7= Update, F2= Previous Line, F1= Screen Index, ESC= Cancel Update 09/02/93 MECHANICAL PERMIT Type: B -MECH Vers: 9101 Screen: 01 / / / / / / / / CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 09/02/93 Activity document routing maintenance. Permit No: M93 -0126 Tenant: SILO Status: PENDING Address: 17550 SOUTHCENTER PY Route: 1 Current Route Line: 2 of 5 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed MECH 01 01 C FNLREV KEN Assigned 08/26/93 09/02/93 .. /.. /.. Priority (0 /low..9 /high): 0 Regular hours (HH.MM): Overtime Hours(HH.MM) : Comments 1[H.V.A.C. OVER 2,000 CFM REQUIRES AUTO SHUT -OFF 2[ 3[FIRE PLEASE REVIEW AND COMMENT. MECHANICAL PERMIT 8 [ ] 9 [ ] 10( ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. • 11° l 1 1 ) 1 . 1 I• I ( 1 1 1 1 1 1= 7 1 1 1 1 M sa.s .- .—.. w w HOFLT N 160211PAIS PARKINS . C11%113 PLAN! f .,t ;.E •.A•0.. YMt poetise Of the seutseast quartet of tee s*o/+oes*st tharter *DUI */ tee southwest quart*: of tloelr seottneast apertt>r of Suttee 296. TtleeeesG r !� earth, 3teae0e 4 f ;st, M.N., in the City ea4 !dlreile, COenty,Welhincton. 4escrihed as foi :eke: . etlinoino, at a pat s tee North line of seat teeft!:lof,t goofier of tho ieuti,aast quarter ' ttst sane of 140.;s r.t *idler /e of the deethwest corner of sti4 southwest quarter Of the shah st geasrter; • . shame S O1 ti parallel is the Kest line of said southwest *teeter of the sootbeast 4umrtet• a distant* of S91S.00 feet to the two point . f tlQe Iw1ia>0; . Ysetweeat Q ite+uic; g 01 °12'2S° tl a dlsta.ce of.42S.00 feet; thence N 001°42'3° we distance of 570.04 feet to the east erorSie *1 Southctpter 9't1ar4mif; € reee N 11 ° 50 4 ?2` W aloao the east movie of Seethttatec 9Aes4e4y e Oilitehce of 00. _ feet; Thane S tt/ °Sb'ND'' t a distance of 3$5.00 feet . Thence !T Ort14 ° d7' C 4 distance of 20.03 feet; . Tntaact! S 08 t a distance of 2$.913 f4ett . Monte N U2 t£ a dfStant* Of 140.00 foot; thence S a1 f a distant* of 20.00 feed; hence fa 02 ",E a dtst,e4ce of 40.09 feet; . . thence S 5/ t a distance of 2!'F.0O foot t+9 the tree paint Of wegino1no. . ' I 11 1 ► i j l l l l l l l { i l l j l l l ' 111 IE TH8 INCH 1 2 1111111111111111111 414 I foW3 4 ( !!1 ce, it is due to the quality of the vaginal. document. . .- { ! tit It zt 14 01, 6 B s ( s +� e z l wT I�I,�J IIIii �1,11!l I�!l,)I 941) 1111. I II � 11 li 1111 1IIIIIIIIIIIIIIIIII! IIIIIII1111111llll !Ililllllltll • 0E 6Z ee Lz 9E se i7e ' ce Zz lz Qe 6; St �Il 111111llllillllllllll1, 1411111Illllthllllllll ,III!I1II6,I iigiiillail!ilijitilllllll1 11 11 !.. ,•1� 1 ` (I wi t 111 tittj .14'4 S 6 7 .8 Yf this acrofilm$d QoCttosent is lesa9a clear titan t hfsz 1 41 1 i 11111111111111111111 111 I 9 j 10 11 IwrenIGERlwn 12 0 rt.'JVAVIAG 11, GAS PIPIOG LEGAL MESCRIPTIO �.....� -.. FILE COPY ...� ..,� ;jnderstand that the Plan Check approvals are „r: ;r•,1 to errors and ornissionsa approval of violation at any , does not authorize Yi o f con. .dotted cede or ardinaf • Receipt of i 'c rector' copy of appreved plans By ---- Date .-- �,.- ---�-- perrrlit No. RICSAND L COLE it ASSOCIATES TABASIN ASSOCIATES CONSULTING AINVEINCTS • - *0 to t The DOM DAM* . PitSodototto, PA OS/ Er $ •K, • 20X12 24X12 AD /5/2 6X6 . 75 CFM 20X16 $��2OX12 10X10 8X6 8X4 AD /4' 8X4 75 CFM 14X6 EMPLOYEE LOUNGE • 14X12 NEW SMOKE DETECTOR 20X12 12X12 RELOCATED THERMOSTAT t� ----- AD/1/4 12X12 300 CFM TYPICAL FOR 15 VOLUME DAMPER TYPICAL 14X12 HOME THEATER 12X12 10 "0, TYPICAL FOR 15 10 "o-- -- NEW 1 •-1 /2" 14X12 14X12 • 30X16 1 /8" = 1 =_0" 12X12 DISPLAY G.E. PROFILE TIME CLOCK FOR FAN F -1 OPERATION - L _31 MECHANICAL. PLAN 0 2 4 6 - 1111'x!' 'ICI ?Hii ilt`Illhitl�Cirijl;j: ai +l 11111 i JFi l:J,al 11.4:1 1!.111 I!1 12 AD /3 24X48 3000 CFM AD /1/4 12X12 335 CFM TYPICAL FOR 8 / -10"0, TYPICAL FOR 8 VOLUME DAMPER TYPICAL REMOVE EXISTING DUCT BACK TO POINT INDICATED FOR CONNECTION TO NEW f -1 7 _L EXISTING 3" GAS AT STRUCTURE TO REMAIN 16 NEW 12"0 FLEXIBLE DUCT 28X12 NEW 1--1 /a." NEW 12"9( ' OD EXISTING 12 "0-- RELOCATED THERMOSTAT- -- EXISTING 12 "0 CONNECTION NEW 12 "0 EXISTING 12" 0- RELOCATE EXISTING WALL HEATER TO LOCATION INDICATED EXISTING 24X,2 EXISTING 24X12 --�� 0 EXISTING 20X12--/ 12" oil VD 0 10"0 10"0 10 "0 36X12 SUPPLY & RETURN DUCTS UP TO CURB CONNECTIONS WITH TRANSITION. PROVIDE FLEXIBLE CONNECTIONS TO CURB SMOKE DETECTOR 14X12 1O "0 6X12 ---AD/1/4 12X12 375 CFM TYPICAL FOR 12 AD/1/4 12X12 "`, 320 CFM REMOVE EXISTING DUCT BACK TO POINT INDICATED FOR CONNECTION TO NEW 18X12 VOLUME DAMPER TYPICAL EXISTING 20X16--' " 12X12 10 \-10 "0 4. EXISTING UNIT HEATER TO REMAIN. CONTRACTOR SHALL FIELD LOCATE EXISTING THERMOSTATS & RELOCATE OR PROVIDE NEW AS REQUIRED. AD /5/2 6X6 75 CFM AD/1/2 120 CFM 8 "0 10X8 -" EXISTING 1 --1/2" CW AT STRUCTURE TO EXISTING \ 20X12 10 "0 REMOVE EXISTING DUCT BACK TO POINT INDICATED FOR CONNECTION TO NEWW 1. PLUMBING CONTRACTOR SHALL REMOVE ALL FIXTURES , HW PIPING IN ITS ENTIRETY, SANITARY PIPING TO BELOW FLOOR & CAP & CW PIPING BACK TO MAIN & CAP. REMOVE VENT THRU ROOF & PATCH ROOF TO MATCH EXISTING. RETAIN EXISTING WATER HEATER FOR RELOCATION. REFER TO DRAWING M-2 FOR NEW TOILET ROOMS. HVAC CONTRACTOR SHALL REMOVE EXISTING WALL HEATERS & RELOCATE THEM TO NEW TOILET ROOMS. 2. REMOVE ALL EXHAUST FANS & DUCTWORK. CAP CONNECTIONS TO DUCT RISER. 3. REMOVE EXISTING UNIT HEATER, FLUE THRU ROOF, THERMOSTAT & GAS PIPING BACK TO MAIN & CAP. REFURBISH UNIT & RELOCATE TO WAREHOUSE AS SHOWN. PATCH ROOF TO MATCH EXISTING. PROVIDE NEW FLUE PIPING AS REQUIRED TO MATCH EXISTING & GAS PIPING WITH DRIP LEG, GAS COCK & UNION CONNECTION SAME SIZE AS PREVIOUS LINE. AD /4 10X10 300 CFM 12X6 DUCT 10X8 FULL SIZE DUCT COLLAR FROM FAN TO UNDERSIDE CF STRUCTURE WITH SCREENED F tal,. -- -10X 10 UP TO FAN ON ROOF LOCK UP STORAGE A ; O "� 3 300 CFM SOUND ROOM - AD /1/4 12X12 400 CFM- 5. EXISTING ROOFTOP UNIT TO REMAIN, ELECTRIC COOLING GAS HEAT AT 230 MBH INPUT, 4500 CFM. CONTRACTOR SHALL REFURBISH UNIT AS REQUIRED. REMOVE ALL SUPPLY RETURN AIR DEVICES & DUCTWORK FROM SPACE AS INDICATED. 6. GAS PIPING UP THRU ROOF TO UNIT, PROVIDE PITCH POCKET AT ROOF PENETRATION. PROVIDE GAS COCK & UNION AT CONNECTION TO UNIT. PROVIDE DRIP LEG AT BASE OF RISER. 7. AD /3, 24X48, 4500 CFM. PROVIDE FULL SIZE PLENUM BY 20" HIGH WITH (3) 18 "0 DUCT COLLARS. EXTEND 3' EXISTING 18" FLEXIBLE DUCTS FROM RETURN DUCT TO PLENUM 8. REMOVE EXISTING DUCTWORK BACK TO MAIN & CAP. AD /1/4 10"0 CUSTOMER 12X12 CREDIT 300 CFM 1 . i 1 1 ,1 11 1 11111 . 10 9 IIIIIIiII I I{I III!III�II fir; �.. _ 0 +. £ z I • 0 Ill111l1111111111 1:111111 • EXISTING 3" GAS AT STRUCTURE TO REMAIN AD /3 24X48 4500 CFM 40X16 SUPPLY & RETURN DUCTS UP TO CURB CONNECTIONS WITH TRANSITION. PROVIDE FLEXIBLE CONNECTIONS TO CURB SMOKE DETECTOR 12X12 -8X12 VOLUME DAMPER TYPICAL 14X12_ j-9X12 10"0 10 "0 AD/1/4 REPAIR 12X12 C 230 CFM MANAGERS ENTER OFFICE AD/ 2/4 8"0 210 CFM 3, \--10X5 ■ 33 I(I 1111111 .111 {1 ' " 11 mAntiNammo 12• 10 "0 TYP. FOR 4- AD/1/4 12X12 400 CFM TYPICAL FOR 4 AD/1/4 12X12 or 2.90 CFM CAR STEREO AD /6 8X4 100 CFM- \ -8X4 AD /5 8X4 100 CFM FULL SIZE DUCT COLLAR FROM HOOD TO UNDERSIDE OF STRUCTUR WITH SCREED ED END t::! MAIN AT STRUCTURE o REMAIN EXIST. TRUCK BAY AUDIBLE/V SUAL SMOKE DETECTOR PANEL WITH INDIVIDUAL UNIT INDICATORS -NEW RT--1 & 2 REMOTE STATUS PANELS EXACT PANEL LOCATIONS SHALL BE COORDINATED WITH ARCHITECT /OWNER 9. PENN VENTILATOR CO. AIRETIE GRAVITY INTAKE HOOD, 7200 CFM, 9 SQ, FT. AREA COMPLETE WITH ALUMINUM EXPANDED METAL BIEDSCREEN, 18" HIGH ROOF CURB, FACTORY MOUNTED MOTOR OPERATED BACKDRAFT DAMPER & 120 VOLT SINGLE PHASE OPERATOR. INTERLOCK WITH FAN F-2. 10. (2) AD /4, 18X18, 800 CFM MOUNTED IN 24X8 INSULATED TRANSFER DUCT PROVIDE BOTH GRILLES WITH 24X48 LAY -IN TEGULAR PANELS. 11. (2) AD /4, 10X10, 210 CFM MOUNTED IN 16X4 INSULATED TRANSFER DUCT PROVIDE GRILLE IN STORE AREA WITH 24X48 LAY-IN TEGULAR PANEL. 12. RELOCATE EXISTING WALL HEATERS REMOVED FROM OLD TOILET ROOMS TO THESE~ LOCATIONS. Ulf 111IIf P1111I1111111111111I111111 0 96 THZ INCH 1 2 oc 6Z 8G LZ 9Z IIIIIIIIUIHIIIIIIiII11!II IIIIIIIiI+III cu +iZ E? ZZ i I ! !IIIIIIII I 11 !!I!Ildllrtllifi!lJ1! I, . r I I I' i f I {' ;,. I I I II I I , I 111 .I. f I I I -I-4 1144.111 4 5 6 7 NoTE: if the microfilmed document is teas clear than this notice, it is due to the quality of the Original document. REMOVE EXISTING HUB DRAINS TO BELOW FLOOR & CAP. . REMOVE EXISTING HOSE BIBBS & CW RISER UP TO STRUCTURE & CAP GENERAL NOTES: 10 11 13 et 1 revisions . project number 9319 drawn . by K.L. north South Center Pkwy. Tukwila, WA SILO, A DIVISION OF DIXONS GROUP PHILADELPHIA, PA. 19142 RELOCATED UNIT HEATER & THERMOSTAT. REFER TO FLAG- NOTE 3 IMOR *AIM THROAT UNIBEAM 441 SILOTWM1 1. RECTANGULAR DUCT SIZES INDICATED ARE INTERNAL DIMENSIONS. DUCTWORK SHALL BE INTERNALLY LINED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT AIR DEVICE LOCATIONS. 3. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID CONFLICTS WITH SPRINKLER PIPING, PLUMBING & ELECTRICAL WORK. 4. COORDINATE DISPOSITION OF ALL EQUIPMENT BEING REMOVED WITH OWNER/ARCHITECT. TABASINSKE ASSOCIATES CONSULTING ARCHITECT RICHARD M. COLE Se ASSOCIATES RECEIVED CITY OF TUKWILA AUG 2 6 1993 PERMIT �ENTE'R MECHANICAL PLAN ARCHITECTS 20 North 3rd Street - The Daniel Building Philadelphia, PA 19106 215.922.6930 FAX.922.4549 M -1 ....., . i _ IK.•.aK .. 4,�.,n..wr. ...,u ma . AIR DEVICE SCHEDULE AD/ Type /Pattern Device No. Function Damper Description Manufacturer & Model Finish Remarks 1 SUPPLY YES VANED PATTERN CEILING DIFFUSER TUTTLE & BAILEY AGITAIR RCTT BAKED WHITE ENAMEL TEGULAR PANELS FOR 24X48 LAY-IN 2 SUPPLY NO THERMALLY POWERED VAV DIFFUSER ACUTHERM THERMA-FUSER HC BAKED WHITE ENAMEL PATTERN AS INDICATED ON PLAN 3 RETURN NO GRID CORE RETURN GRILLE TUTTLE & BAILEY CRE500L4 BAKED WHITE ENAMEL FOR 24X48 LAY -IN PANEL 4 RETURN/EXHAUST YES 42° DEFLECTION REGISTER TUTTLE & BAILEY T77D BAKED WHITE ENAMEL BLK STEEL 5 SUPPLY YES VANED PATTERN CEILING DIFFUSER TUTTLE & BAILEY AGITAIR RC BAKED WHITE ENAMEL 6 SUPPLY YES DOUBLE DEFLECTION SIDEWALL REGISTER TUTTLE & BAILEY T547 BAKED WHITE ENAMEL 1 PLUMBING PIPE AND FITTING SCHEDULE System Diameter inches Material Pipe Designation Schedule I Fitting Joint Remarks Material Pressure SANITARY, WASTE VENT & STORM 1- 1/4 "- 1 -1/2" COPPER ASTM B88 • DWV / DWV DRAINAGE SOLDER AEROFLEX 2" & LARGER CAST IRON ASTM A74 STD. WEIGHT! • CAST IRON DRAINAGE NOTE 1 NOTE 2 DOMESTIC WATER ALL COPPER ASTM 888 TYPE L 1 WROT COPPER 125# 125_# SOLDER THREADED ABOVE GRADE NOTE 3 NOTE 4 GAS ALL BLK STEEL ASTM A53 40 MALLEABLE IRON INSULATION SCHEDULE Item Manufacturer Type Vapor Barrier Thickness Remarks DOMESTIC HW & CW PIPING MANVILLE MANVILLE MICRO-LOK MICRO -LOK AP AP 1" 1" NOTE 1 HW SUPPLY & DRAIN LINE FROM HANDICAPPED LAVATORY FIXTURE TO WALL SUPPLY, RETURN & TRANSFER DUCTS OWENS CORNING AEROFLEX - 1" MARKEL SERIES 3480 ROUND SHEET METAL. DUCTWORK OWENS CORNING ALL SERVICE FACED DUCT WRA - 1 -1/2" INCLUDING SQUARE TO ROUND DIFFUSER TRANSITIONS ELECTRIC HEATER SCHEDULE WH /CH /UH /EB TYPE Entering Air . Leaving Air °F Capacity_ Watts Trim/Seat Electrical Characteristics Manufacturer & Model _ Remarks Btu/hr Volts Phase Control CH -1 - -- SYMMONS S-- 90- 2- G - -FR -W I I 17065 J 208 3 REMOTE T-STAT MARKEL SERIES 3480 T- BAR MOUNTING, PROVIDE TW146 THERMOSTAT FIXTURE SCHEDULE P — No. Symbol Model Number Faucet/Valve Trim/Seat Remarks 1 WC 2168.128 OLSONITE 95 AM SS 2 LAV 0355.012 SYMMONS S-- 90- 2- G - -FR -W 3 SINK ELKAY ILR- 4322 -L LK -4121 LK -99 DRAIN 4 EWC HAWS HWBF8ET e e I Ir V 4 Unit No. 1 2 CONTRACTOR SHALL PROVIDE 'TRAPPED CONDENSATE DRAIN, IN ACCORDANCE WITH UNIT MANUFACTURERS RECOMMENDATIONS. PROVIDE SPLASH BLOCK ON ROOF. CONTRACTOR SHALL PROVIDE RIGID INSULATION & CANT STRIP FOR ROOF CURB IN ACCORDANCE WITH UNIT MANUFACTURERS RECOMMENDATIONS. Fan No. 2 GAS FIRED ROOFTOP UNIT SCHEDULE Evaporator Fan Data Cooling Data Indoor. 80 °db /67 °wb Outdoor: 85 °db TXxa Ou a de Ex : RPM Total Sensible kW EER CFM Air CFM) SP W.G. MBH MBH 3000 300 .90 - 96.3 70.3 8.95 9.0 4355 355 1.0 1 - 129.6 95.9 12.4 9.0 FAN SCHEDULE C.F.M. Static' Electrical Characteristics Pres. 1, WG Fa for Volts Phase 450 .375 1/6 120 1 7200 .375 1 -1/2 208 3 Damper FANS SHALL BE PROVIDED WITH VARIABLE PITCH MOTOR PULLEY. FANS SHALL BE SECURED TO CURBS WITH SCREWS AS RECOMMENDED BY FAN MANUFACTURER. NOTE 1: IN ACCORDANCE WITH CODES AND AUTHORITIES HAVING JURISDICTION. NOTE 2: MATERIALS, FITTINGS & JOINTS MUST FIT WITHIN STRUCTURE. NOTE 3: DOMESTIC WATER SYSTEM SOLDER SHALL BE LEAD FREE. NOTE 4: OPTIONAL - WELDED JOINTS W /BLACK STEEL WELDED FITIINGS. NOTE 4: PROVIDE CONCEALED ARM CARRIER FOR LAV, JOSAM SERIES 17100. ALL AIR DEV CES TYPE 1 SHALL BE COMPLETE WITH FACTORY INSTALLED MODEL SR SQUARE TO ROUND TRANSITION BOXES SIZED AS INDICATED ON PLANS. CONTRACTOR SHALL EXTERNALLY INSULATE ALL BOXES. NOTE 1: ALL CW FITTINGS, VALVES & SPECIALTIES SHALL BE INSULATED SAME AS PIPING. NOTE 2: ALL EXISTING DOMESTIC WATER PIPING & HORIZONTAL RAIN WATER CONDUCTORS WITH DAMAGED OR NO INSULATION SHALL BE INSULATED AS PER SPECIFICATIONS. NOTE 1: FIXTUR 3ASED ON AMERICAN STANDARD UNLESS OTHERWISE NOTED. NOTE 2: REFER TO ARCHITECTURAL PLANS FOR LOCATION OF FIXTURES TO BE DESIGNATED BARRIER FREE. NOTE 3: REFER TO ARCHITECTURAL PLANS FOR FIXTURE MOUNTING HEIGHTS. Heating Data 11 Ou AFUE Accessories Dis. Sw. Screen Electrical Characteristics Compressor RLA 200.0 160.0 80.0 14.8/14.1 270.0 216.0 80.0 17.3 (2) Curb MOTOR OPERATED YES INTEGRAL 18" UNIBEAM MOTOR OPERATED YES 1 INTEGRAL 18" UNIBEAM Evaporator Fan HP 2 3 Condenser Fan(s) HP 3/4 1/3 Function Control VENT'L. TIME CLOCK EXHAUST T -STAT Volts 208 208 F Phase 3 3 Manufacturer & Model } Manufacturer & Model No. LENNOX GCS16 -953 LENNOX GCS16 -1353 PENN VENTILATOR CO. DOMEX AB35 PENN VENTILATOR CO. DOMEX QB36 Remarks FIRE DAMPERS VOLUME DAMPER GATE VALVE GLOBE VALVE BALL VALVE UNION TI-IERMOSTA T RT WITH ROOF CURB WITH ROOF CURB SWITCH (TYPE AS INDICATED) RISE IN PIPE DROP IN PIPE DIRECTION OF FLOW — - NOTE: CONTRACTOR SHALL VERIFY SANITARY INVERT IN FIELD PRIOR TO THE INSTALLATION OF NEW PIPING. SUPPLY DUCT (INTERNAL DIMENSIONS SHOWN) RETURN OR EXHAUST DUCT (INTERNAL DIMENSIONS SHOWN) SUPPLY AIR DIFFUSER RETURN AIR DEVICE RISE IN DUCT DROP IN DUCT VANED ELBOW WITH DOUBLE THICKNESS VANES EXISTING 4" SANITARY BELOW FLOOR RELOCATED 15 GAL., 2KW WATER HEATER. CONTRACTOR SHALL FLUSH & CLEAN HEATER: MOUNT ON FLOOR. PIPE RELIEF VALVE TO ABOVE FLOOR TIGHT TO PARTITION 1" CW DOWN IN WALL. PROVIDE 1/2" CONNECTIONS TO WATER CLOSETS, LAVS & EWC EXISTING 1---1/2" CW7 1 " 1/8" = 1' -0" 'MECHANICAL SYN' BOLS GAS VALVE •s--. j —40 CAP ON END OF PIPE ABOVE FINISHED FLOOR /4" HW & CW DOWN ALONG WALL 1& 1-1 O WATER HEATER. PROVIDE NEW UNIONS BALL VALVES AT CONNECTION O HEATER 3 NOTE: ALL SYMBOLS LISTED BELOW MAY NOT APPEAR ON CONTRCT DOCUMENTS. 1/2" CW4H\Vt LIN WALL TO SINK EMPLOYEE LOUNGE \ \\ V PARTIAL DOMESTIC WATER PLAN 2" V. DOWN 1 -1/2" V. DOWN EWC WC 2" V. ABOV CEILING 4" VTR 4" W. DN. SINK 1 -1/2" V. DOWN EMPLOYEE LOUNGE TEMPERATURE-PRESSURE RELIEF VALVE SHOCK ARRESTER SLOPE - IN DIRECTION OF ARROW -- DIRECTION OF FLOW DOMESTIC COLD WATER DOMESTIC HOT WATER SOIL, WASTE OR SANITARY SEWER VENT PIPING STORM DRAIN GAS PIPING NEW CONNECTION TO EXISTING VENT WASTE SOIL -•3!4 1\ " ,_ >U. '+.1 ' N!\ ' . ' . u!rAa. L_ V LOCK UP STORAGE LOCK UP STORAGE PARTIAL SANITARY PIPING PLAN 16 north SILO, A DIVISION OF DIXONS GROUP PHILADELPHIA, PA. 19142 TABASINSKE ASSOCIATES CONSULTING ARCH t ECT RICHARD M. COLE & ASSOCIATES AS NOTED scale COPYRIGHT 0993 RICHARD M. COLE South Center Pkwy. Tukwila, WA AMOII NTECTS 20 North 3rd Street The Daniel Building Philadelphia, PA 19106 215.922.6930 FAX.922.4549 RECEIVED CITY OF TUKWILA AUG 2 6 1993 peRMIT CENSER 05-18-93 date AND ASSOCIATES, AU. RIGHTS RESERVED Illllill Illlllilllllllllllli ! lIIII 111111 _ :1.�Ilr 11 I''!` i I'11I!1 0 ' ' S INCH 1 114'-' ' 4 7 t r NOTE: if the >s;.crofil>aet doct>tmerr:t is Less clear than this A quality original document. f notice it is du to t he ur�tlit of >he . .. . _ .. , .,.. _ 1 0 E 6Z 9C Z2 i 9Z 5Z hZ £Z iris tz OZ el 81 Ll 9t sl Oil £l zl tl CI, 6 9 �t{ 111111 +�IIII�II ��) IIl�ill( 1111111111L11 !IIIILIIIIII il;L!;ljl. l�! li �uli1 111 �l IJ III` k IIi1111` Ill I IIII11 it 11 11111'111 II 11111 I' I (1111IIIjl 11111 11111 11 , ADE9 , 0ERLANY 124 1 7 1 £ z l WW O II` HAM Il�lllilllllll�I111 IltIIJIIII►II�I�(nilllllllil) �t�� t $ --°- -- --- G V. W. S. A.F.F. SILOTWM2 GENERAL NrTES: revisions . '.. project number 9319 drawn by K.L. 01 .11 WAXMAN LIT CONSULTING ENGINEERS, INC. 323 West Glenside Avenue Glenside, Pa. 19038 MECHANICAL SCHEDULES M 14.