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Home My WebLink AboutPermit B92-0032 - BOEING #7-34 - WALLb92-0032 boeing #7-34 12765 gateway drive • Ci o T�kwil�, Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92 -0032 Type: B -BUILD Category: ACOM Address: 12765 GATEWAY DR Location: Parcel #: 271600-0060 Zoning: Type Const: V -N Gas /Elec: Wetlands: 0 Water: N/A Signature: Print Name:___ BUILDING PERMIT DAQ Permit Center Authorized Signature Type of Occupancy: Not in table. Slopes: 0 Sewer: N/A Date ..:. Title:__ (206) 431 -3670 Status: ISSUED Issued: 02/27/1992 Expires: 08/25/1992 TENANT BOEING #7 -34 12765 GATEWAY DRIVE TUKWILA, WA , 98168 OWNER KAISER GATEWAY ASSOC 12870 INTERURBAN AVE S , SEATTLE WA b 98168 CONTACT CARR GLENN Phone: 206 393 -3300 P.O. BOX 3707 , SEATTLE, WA , , 98124 ARCHITECT BECE ENGINEERS Phone: 206 393 -2875 P.O .BOX 3707 , SEATTLE, . , 98124 CONTRACTOR K B CONSTRUCTION CO. Phone: 206 -9400 4055 LAKE WASHINGTON BLVD , SUITE 200 , , 980830849 ******************************************** * * * * * * * * * * * * ** * ** * * * * * * * ** * * * ** Permit Description: DEMOLITION OF EXISTING WALL,': INSTALL NEW WALL SETBACKS Units: 000 Front: .0' Back: .0 Buildings: 001 Left: ` .0 Right: .0 Fire Protection: SPRINKLERED UBC Edition: 1988 Total`. Permit Fee: . 710 ******************* * * * * * * * * * ** * * * * * * * * * * * ** * * * * ** *fir * * * * * * * ** * * * * * * ** * * * * ** Valuation: 53,000.00 I hereby certify that I'have read and examined this permit and. the same to be true and correct. All provisions of law and: ordinances governing this be'complied with, whether specified, herein or not The granting of :. this permit does not presume to give'authori,ty to violate or cancel the provisions ■ of any :other state or local laws regulating construction or the' :performance af , w.ork.';, :I am authorized to sign for and obtain this buildi permit Date. 2- Z - 7 /4 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT NO. CONTACTED ��8"f! 2 R � (frail DATE READY DATE NOTIFIED 0 -" 1 4 - "Ia PERMIT EXPIRES �-- : d 0 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: (init.) AMOUNT OWING BUILDING PERMIT APPLICATION TRACKING PROJECT NAME PLAN CHECK NUMBER 6 - Oc 3 DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. :::...... BUILDING - initial review .FIRE O PUBLIC WORKS O OTHER BUILDING - final review SITE ADDRESS 01A REVIEW COMPLETED INIT: I / i9 INIT: Z)14/ Q 12 et ROUTED INIT: 5) -5 INIT: 2 r2 IN IT: a6n, Th3L1 I. C� y FIRE PROTECTION: TYPE OF CONSTRUCTION: S SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) OCC. LO D SQUARE FE it TOTAL OCC. LOAD SQUARE OGG. SQUARE F� LOD FEET OCC. LOAD SQUARE OCC. TOTAL FEET LOAD SQUARE FEET MIREM CONSULTANT: Date Sent - Date A rpp oyed - Sprinklers FIRE DEPT. LETTER DATED: -7- ij - 9 Detectors INSPECTOR: ZONING: BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- UTILITY PERMITS REQUIRED? fl Yes PUBLIC WORKS LETTER DATED: N/A TOTAL OCC. LOAD UBC EDITION (year): W- o uu aourncenrer t oulevaro, I UKWIIi VVf1 'o 100 (206) 431 - 3670 DESC • IP ION ''< <<: UNXIDRiugli2ECan '` > >'` DATE c UILDING PERMIT FEE MI ,A.; , 2 ,, ...t E iv 1 PLAN CHECK NUMBER (� APPLICATION :MUST BE FILLED . .OUT . CO.MPLETELY PLAN CHEC FEE ' UILDING SURCHARGE E THER. TOTAL - SITE ADDRESS SUITE # 1 0A7�W4y owl vE VALU OF CONSTRUCTION - $ 75 53,C'Oo ASSESSOR ACCOUNT # of I (DOO-• 00() 0 PROJECT NAME/TENANT 7-31 eza& - die /atiNi< 7k/e 04/6 TYPE OF 0 New Building U Addition enant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: P ?0 /7 /o4/ OP 4-)(157/A-0 U/ t„ e - / AiS-74 L L ,-' At/A2,6 -- /2C=Woi4 &K/STNf wicc =ACC-/ -- 4r•0 eGCoc /A TG 6-• 4 /*ir !-c . BUILDING USE (office, warehouse, etc.) Gir O - GfiliectilovSC' NATURE OF BUSINESS: r{,p 4 - 7 BTU p,esa e 6-3s -r A.17 WILL THERE BE A CHANGE IN USE? No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 31, pzn) Tenant Space: A.kC� Area of Construction: / f . -ti= WILL RE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No Yes IF YES, EXPLAIN: M'�,Ij k)/ -'�' /46:7T /A/ /%1E7 Col- ;C3/NS S L' c,y /ill 4/4--- 1. /frpRovhV /.7y 7t4 *wl -4 tiret- A-7 PROPERTY OWNER tA /sG? ' 0476 / G S . PHOL Z- /-- //U 3 ADDRESS F4. 0 , al. 40 n vl/ t //fi' �~ C,4/ ZIP F 5' .r CONTRACTOR Tip PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT 0 �C ` C• EA AE �� PHONE 3 7 3 r. 28,7‹' ADDRESS po fox 37o 7 I �� Le A ZIP 96/e4,. CITY OF TUKWILA Department of Community Development - Building Division II HEREB CERTIFY THAT I HAVE READ AND ;EXAMiN E; THUE AND CORRECT ANO :I .Itli `. OR et) 'CO BUILDING OWNER SIGNATURE OR AUTHORIZED AGENT ADDRESS PRINT NAM DATE APPLICATION ACCEPTED dLEN/V CAS' BUILDING PERMIT APPLICATION ICA W 1131: DATE / / . 3 o / q PHONE £C?3 _33 CITY/ZIP CONTACT PERSON / % - �//�/ Cibe R PHONE 3 F? 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. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 Building 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 Building Division at 431 -3670. DATE APPLICATION EXPIRES U COMMERCIAL NEW COMMERCIAL" BUILDINGS/ADDITIONS Completed building permit " application (one for each strut ure D Assessor Account Number TWO sets (2) the following: E] Specifications K NhW V. Structural calculations stamped by a Vilashington State 'tcoenses� engineer , _ Soils report stamped by a Washington State licensed en Topographical survey n Energy calculations stamped by a Washington State licensed engineer or architect Legal description Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings i. . Structural drawings • Mechanical drawings • Elevations •. Civil drawings Landscape Completed utility permit application (one •for entire project) Six (6)' sets 'of civil drawings NOTE See utility peennit application and checklist for spedfk u submittal. requirements :RACK STORAGE Completed building permit application Assessor Ac Number Two (2) sets of plans, which include: Building floor plan showing: • Entire space wham racks will be lout • Exit doors. . • Dimensions of all aisles.. C Tenant space floor plan showing rack storage layout, aisles and exits;:. NOTE: Include dimensions of racks (height, width and /e and arch Ways on plan � Structural calculations stamped by a Washington State license engineer (rack storage St and over). RESIDENTIAL NEW SINGLE•FAMILY DWELLINGS /ADDITIONS Completed building permit application (one for, each :trust • Legal description Asses sor. Account.Num Two sets (2) of:. working drawl SUBMITTAL CHECKLIST tor); aisles to plan ...�- •+w...e► {dl► plaierifieW Qtoa 6t 10440 IO�Geda► • Foundation plan include ass to butt4Pnp,:showing •. Floor plan whfth and langth of e • Roof plan ...Building elevations (all .views). • Building cross - section.. Structural framing plans: Washington State Energy Code data Completed utility permit application Six (6) sets of site plans showing utilities NOTE :. Building site plan and utility site plan :may.be combined See • utility permit application and checklist for specific submittal requirements Addtional topographical and soils information may be required of unique site conditions. .............. . COMMERCIAL:TEHAH1'.IMPROV.EMEN Completed building permit application (one structure tenant) • Ass essor AccountNurrtbet Two (2) sets of conetrt�otfon` Site plan s, }�� r Location o ten a nt $pa ce Existing a p ro p osed parki Landscap pl an ( i f applicabl ch " ) • Overall building plan �' Tenant:locaton Use of adiacent (common wall) tenant N f uikl fart praposed ten apace ng Wrs .;; Canstrucxk n :details '!... . Cross sections sho w) w aif cons n9 :: attachment for;.floor and cei ling Structural calcutatians s by: YVirlshington State lice nsed e ngineer maybe required if s4- .°.. al work: to be done (2 sets) , 1f any d h7itY ti+'I .I 18 to 1>a dP►►e, BUf rrth sapara un ty par a tE�arr end N Overt . cGmensions o b ing or square footage Fi of Tenant space plan Witft tise of each roo labelled . Exit doors: egrass`patterns New walls exists Ii and alit 6: be demolished fl Lion and method of REROO Completed buifding permit npphcatlon ( one for each structure) .:AssessorilcCOtint :Nu . . Narrative describing existing roof, material being removed, and material being metalled . A certifcation.letter is required pry'to: final Inspection and slgn- •: off of ere' perml ANTENNA/SATELLITE DISHES Assessor Accou nt . Two (2) sets of plans, :which Include Site Plan (showing building and location of antenna/satellite dish) Details antennalsatolihe cfah end mothod of attachment ashington State licensed SbucturaicWations stutmpecf .engineer.niay be requited • drawings; which. Include: Ipiatt iliing elevations (aliviews Btiilding.cross ectron , • Structural framing plans . : NOTE: If any utility Work is to be done pro vide . utility permit application and plane must be xubmltied REROQFS Completed building ° permit applicadon'(one Assessor Account Number Narretive existing roof, materiel being removed, an material being installed NOTE. A Certification letter is required prior to fine!.Inspecdan and sign off of the permit PARCEL A: L� AL DESCRIPTIO ALL THAT PORTION OF THE CYRUS C. LEWIS DONATION CLAIM NO. 37, LYING IN SECTIONS 10 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 7 -033 12687 Gateway Dr. Tukwila, W A 7 34 12765 Gateway Dr. Tukwila, W 1� TAX NO. al1 (DOo - ()COO BEGINNING AT A POINT ON THE NORTHEASTERLY MARGIN OF THE PUGET SOUND POWER & LIGHT COMPANY RIGHT OF WAY, SAID POINT BEING NORTH 22 °20'26" WEST FROM THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, A DISTANCE OF 1,722.57 FEET BASED ON THE NORTH ZONE LAMBERT GRID SYSTEM FOR THE STATE OF WASHINGTON, SAID POINT BEING ALSO THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO FRANK MENAGLIA AND VITTORIE DEMARCKI, AS RECORDED IN VOLUME 1513 OF DEEDS, PAGE 13, IN KING COUNTY RECORDING NO. 2693164; THENCE NORTH 48 °13'44" WEST ALONG SAID NORTHEASTERLY MARGIN 1 ,770.27 FEET TO THE POINT OF BEGI NNI NG; THENCE NORTH 41 °46'16" EAST 179.27 FEET; THENCE NORTH 81 °30'14" WEST 45.00 FEET; THENCE SOUTH 28 °05'42" WEST 159.11 FEET TO THE TRUE POINT OF BEGINNING. PARCEL B; A NON - EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS IN AND ACROSS THE FOLLOWING DESCRIBED PROPERTY: A STRIP LAND, 20.0 FEET IN WIDTH AS MEASURED AT RIGHT ANGLES TO AND LYING SOUTHERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY MARGIN OF THE PUGET SOUND POWER & LIGHT CO, RIGHT -OF -WAY, NORTH 22 °20'26" WEST, FROM THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, A DISTANCE OF 1,722.57 FEET BASED ON THE NORTH ZONE LAMBERT GRID SYSTEM FOR THE STATE OF WASHINGTON, SAID POINT OF BEGINNING BEING ALSO THE S.W. CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO FRANK MENAGLIA AND VITTORIE DEMARCKI AS RECORDED IN VOLUME 1513 OF DEEDS, PAGE 121 RECORDS OF THE AUDITOR OF KING COUNTY, WASHINGTON, UNDER RECORDING NO. 2693164, SEPTEMBER 25, 1931; THENCE NORTH 48'13'44" WEST ALONG SAID NORTHEASTERLY MARGIN 1,570.27 FEET; THENCE NORTH 41 °46'16" EAST 310.54 FEET; THENCE NORTH 8 °29.'46" EAST 20.0 FEET TO THE TRUE POINT Of BEGINNING OF THE ABOVE MENTIONED DESCRIPTION LINE; THENCE ALONG SAID DESCRIPTION LINE, NORTH 81'30'14" WEST 595.37 FEET TO THE NORTHEASTERLY MARGIN OF THE PUGET SOUND POWER & LIGHT CO. RIGHT -OF -WAY; TOGETHER WITH A STRIP OF LAND 16.0 FEET IN WIDTH EXTENDING FROM THE MOST WESTERLY CORNER OF THE ABOVE DESCRIBED EASEMENT, NORTHWESTERLY ALONG THE.NORIHEASTERLY MARGIN OF THE PUGET SOUND POWER & LIGHT CO. RIGHT -OF -WAY A DISTANCE OF 190.0 FEET, MORE OR LESS, TO A ROAD CROSSING SAID RIGHT -OF -WAY BEING KNOWN AS 42ND AVENUE SOUTH. EXCEPT ANY PORTION WHICH MAY LIE WITHIN PARCEL A. SITUATE IN THE CITY OF TUKWIIA, COUNTY OF KING, STATE OF WASHINGTON. 79 ect: 10� \t 4 Th3 L1 a nspect on: t 6 k` Address: `al aize Date Called: Date aed: �,. 3 _ -1 Special Instructions: Con '•-e- • Pit "e4- r\d -Q. 0U 1 A .r 0 m Dale Wanted: t .. -a Requester: nn tit -etc Phone No,: 11 , 4 6 0 .— ► P • s CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. Inspector: Receipt No.: INSPECTION RECORD C Retain a copy with permit Date: - (G Date: o M? PERMIT NO. (206) 431 -3670 0 Corrections required prior to approval. z _ 0:.: .00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at s 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. roe . >' /1 � 4 �� YPe o n$pectio �J� // • te algid: ✓ ,.0 „.of / Special Instructions: Date anted: '' '” Z P m. Requester: / , Phone No.: cic7 g 69 s• •�,� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: o. CJ ;INSPECTION RECORD Retain a copy with permit O Corrections required prior to approval. 0. $30.00 REINSPECTION FEE REQUIRED. Prior to . reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. •roe ; AP >7 . 7 -3 - ypeo nspecton ;� .n . • /2.7 5 64, s•t eCa ea: ? f Z.. Spedal Instructions: 7 Date Wanted: ' am, m. p Requester; a? Phone No.; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector; .INSPECTION RECORD Retain a copy with permit Date: Date; (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTI +N FEE REQUIRED, Prior to reinspection, fee must be paid at . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: • ro ef �+�� ype o nspe« : .e ns aid ons: Date Wanted: 5 /3 Z., p.m. Requester: r � IF CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: o, C: INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Approved per applicable codes. 1 CbrrectTons required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Lr Project Name Address 1 2"7, Retain current inspection schedule CJr`*Rv[x it/ w+y[ ^!�19Rina.r.,�rtLrL' fSqu7l95S�'c9�••arnr.• ��.wYrF ant y v. �[ �I� .. � , y� ,,. � [, .L4� . Z {fv`7p "YR� �A; 1•�:[;4"m+Y�.`.ur [ City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Needs shift inspection Approved without correction notice _ Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: ,v Halon: A' Monitor: Pre -Fire: /l Permits: 1 ,,a L . I I) r - Z }+ f Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 4 7 1''' • 3 - Gary L. VanDusen, Mayor Control No, 1192 -40 3 �- Permit No. Suite # FINALAPP.FRM T.F.D. Form F.P. 8 5 *4,*A.; *.* : * * * * * * ** ` * * * *: 4,4,* * * * * * * ** * * *ai * ** *ash * * * * * * * * * * *.** * * ** GENERA 428.00 CITY OF :T"UKWX WA TRANSMIT GENERA 4.50 ** ** **: *" *1i *it* *k ar * * ****fi* *ir* ask *'* * ** * * * * * *k ** *t **4;* * * ** * * * * * TOTAL 432.50. TRANSMIT Number: • 920001G6..Amaurttr 432.50: 11.02 CHECK 432.50 . Permit: No. B52�- 0032 Typea' B- BUILD: BUILDING PER i CHANGE 0.00 P rr c e1 :. No. . , ` . '.716 0 - 00 6 0 02 /27/92 7.376A000 11:00 'Site;`'Address. 127F, GATEWAY DR Pityme.r>t' Method. CHECK Notation BOEING ••. ; In it. SLE3� A'*******,************ k :k* *** * * **k * * .'* * * ** * ** AecattntCade Deerripti`on 00 000/3.86.904• STATE BUILDING SURCHARGE Total . Fees; Pa BUILDING - _.NONRE5 :420.'0.0 Tota1 , (This .Payment;) a 432.50 Address: 12765 GATEWAY DR Tenant: BOEING #7 -34 Type: B- BUILD. Parcel #:271600 -0060 B92 -0032 ISSUED 01/30/1992 02/27/1992 *****************.***.*************** *A *k * * * ** * * * ** * ** * * ** * * * * * * * * ** Permit Conditions: 1. 14o changes will be made to the plans unless approved by the 'Architect and the'Tukwila Building Division. 2. Plumbing permit shall beobtaHi,.n:e,d:...,th.rough the Seattle -King; County' Department of Pub= 1;i; °c `Health 'P•vl umb.i..ng will be inspected by that agen.,v - including : a1 l' gas w ping (296 -4722) . t „ 3. Electrical pel,i t)'shal4l ,bepbtained.•through : .the .Washington State Divi on,-of La�bor+pnd rndus�trlaes ant, ll elect:r!�i work will ,ie . :inspect{Ie.d }4 b=y 'that n agecy (27- 7272.)Vi `� ; 4. All mech the Cit 5. All pe maint CITY OF TUKWILA niJcal.wo 'shal ,� bev under separate per64it thro o Tukv,i 1 a, �, 0� z/ +, i recdi s ,44a)d approve p1'an . 's�ral\ ,e Wed, available at tt iee ob sue prior to `the�''Yspart �� 'a ` of i u'S a;5y I } a any t yit t'u�9tion &3 TheS dac ments to be mai'ntained'' � s+ ava1 ble ;s 1 specor)..�� °approval is gran�i;.ed'' 6. Any Ow ce47�ing, grid"'a�ri.d.ligh f "ixtu,re installation ins o w q e to meat l ate`( '. 1 k ng r for S "a i sm 3. 4t walls attache t. 'ice' t,g'`4r' mast . be iat'erai'1�y`kf, e d if iva� e .ght•_ "($)= f ' e ; t in `1`e i t '', , cr ,, re Zo . Pa br An expose' insulations '� ' c ibang m�.t •l shall have .a Fl ame l j r r; �ia shall Sp a d atin o x'25 o�••:les•5, ,and \maker ial shall bear:�ident: f i a: i one �s h o w;.i n h e { r= fire' P e rkf mai�,c ` g `�,; � K i'bi� e�- ..ratd�i•ng thereof 9, .Al onstr ct1on to % -b°e. done in'" oon'far�mance••;w,ith appraove'd 4 . 4 . P 1 ?, , and' qu r ements of the U ,t< ar 6u-i:l d i ng Co.de,�4 (1988 / Ed1 1 n)., � Un iform .Mechanical Code Ott '988, .d i Etion) Wash`in�gto Sta En r y Code (1991 Edition) -d a ! a sh , in' ton State; " Regu a io.rl,s •.for Barrier Free' Fad 11Fty � 990..E' 1tian) . Notif''y� he City of Tukwila .Bui l�.d ng Qt v, � i�ri sm r•ior to placin ny car rete, This pros, dure'Kls ,° "'dditio. to re :quire - is fo {'xspeci:al. inspection..'.'II 11. Val id1t f\ Pe 4t. Th'e +isusu of a pe•r'�'mit or 5 a pro�� a1 o plans, spe if `bns and computations shall not: be a o6,1 . strued to y :a p � ermit fore or an approval of,, any vlol,;a`t: ion an of he �?� visions oft ) c d or of an oth °r• ordinance of th' `": sdicti9n' I o' ' it, ,; of s ''�ft . t o give authority or viola �g cpnce' they p•., � p rest provisi;q r: "!"this code shall be valid. • J / • 1 1 1-',40 �• �.,,r:.: y .• ya °4 °1?a, Permit No: Status: Applied: Issued: * * * * * ** ** g��h Dear Sir: l City of Tukwila ARE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B92 -0032 (513) John W. Rants, Mayor February 13, 1992 Re: Boeing Company Building #7 -34 - 12765 Gateway Drive The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305). 4. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or S Page number 2 improperly installed. (UFC 10.401) All interior wall covering materials shall be fire- resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. .(UBC 4204) (UFC 10.401) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Yours truly, 0,d41/10 fl/ The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd City �f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor CITY OF TUKWILA Id: ACTP125 Keyword: UACT Activity Table Processing Permit No: B92 /2A Base Information Parcel No: 271600 -0060 Owner: KAISER GATEWAY ASSOC Validated By: SLB Status: PENDING Applied: Active /Inactive: A Completed: C of 0 Issued: Nature of Work: Location: Category: ACOM Zoning: Census Code: 437 Streams:0 Slope: Setbacks - Front: Valuation: New Units: 0 Wetlands:0 .0 Rear: .0 53,000.00 Fire Type Const . i;Nr Type Occ:0016 UBC Edition: 1988 Occupant Load: F7= Update, F2= Previous Line, ESC = Cancel Update Activity document routing maintenance. BUILDING PERMIT Permit No: B92 -0032 Route: 1 Current Route Line: 3 of 9 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Approved 02/03/92 02/12/92 02/12/92 Priority (0 /low..9 /high): 0 Regular hours (HH.MM . .00 Comments 1 ' • M0 �'�i ,� �' S asim' �; s�kt 2 0 ' C i. PF++. 6 [ E ' ^C 7[ 8[ 9[ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. r ; User: 1677 02/12/92 BUILDING PERMIT Type: B -BUILD Vers: 9101 Screen: 01 Plan Ck Approved: 1/30/1992 Issued: / / To Expire: / / Bus Lic #: DEMOLITION OF EXISTING WALL, INSTALL NEW WALL (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Gas /Elec: New Bldgs: Pub Own:N Water:N /A Sewer:N /A Left: .0 Right: .0 Protect ipp tu KU IEt DV riY; i „ iay W ?...V •.f1MYi V'2^C'r"I }ijZ: K? Not in t Occupancy Grp:B -2 12770. JOB PAM200 KING.GZ�,LINTY DEPARTMENT OF ASSESSMENTS r'AGE 180 PARCEL NUMBERS BY STREET NAME DATE 01/06/92 CITY OF TUKWILA REPORT PAM20020 -02 SITUS ADDRESS PARCEL - NUMBER TAXPAYER /QTR-SEC- TWP -RGE. 5001 S CRESTON ST 547680-0130-0 MEYER DEBORAH M LOT:15 BLK: SE -3 -23 -4 PLAT:MERRICKS ACRE TRACTS DIV NO. 02 5007 S CRESTON ST 547680-0151 -0 YERABEK CHIN THI LOT:17 BLK: SE -3 -23 -4 PLAT:MERRICKS ACRE TRACTS DIV NO. 02 11600 DUWAMISH AV 334740 - 0645-0 NORTHERN PACIFIC RR CO LOT:POR BLK: NE-10-23 -4 PLAT:HILLMANS CD MEADOW GARDENS DIV NO. 01 11700 DUWAMISH AV 334840-0005 -0 UNION PACIFIC RAILROAD C LOT: BLK:8 AND NE-10-23 -4 PLAT:HILLMANS CD MEADOW GARDENS DIV NO. 02 10411 EMPIRE WYS 032304-9213 -0 LINDAL CEDAR HOMES INC SW -3 -23 -4 11770 EMPIRE WYS 334840- 0810 -0 ARCHER M J JACKIE LOT:38 -39 BLK:11 NE- 10-23 -4 PLAT:HILLMANS CD MEADOW GARDENS DIV NO. 02 11772 EMPIRE 401 EVANS BLACK 406 EVANS BLACK 4820 S FOUNTAIN 19131 FRAGER 12652 GATEWAY 12671 GATEWAY 12674 GATEWAY 12687 GATEWAY 12720 GATEWAY 7 G AT,EW}�Yr` is .. +: ;? DR > ?,.d 2 71000 '60 00 C+, ISAI SER' r GAT. : 4,0 ;�AS,50�'; " ' LOT :6 BLKi' NE-.15 -23 -4 PLAT:GATEWAY CORPORATE CENTER GATEWAY WYS 334840- 0784 -0 BURNS GEORGE H LOT:35 -36 BLK:11 NE-10 -23-4 PLAT:HILLMANS CD MEADOW GARDENS DIV NO. 02 DR 022310- 0033 -0 RAINBOW ASSOCIATES LTD LOT:3 BLK: NE- 26 -23 -4 PLAT:ANDOVER INDUSTRIAL PARK NO. 02 DR 022310- 0036-0 LEEDE TRUST LOT:3 BLK: NE-26-23-4 PLAT:ANDOVER INDUSTRIAL PARK NO. 02 AV 687420- 0865 -0 TRAUTH JOSEPH T LOT :17 THRU 26 BLK:8 SE-3 -23 -4 PLAT:POTTERY WORKS ADD RDS 352304 - 9045 -0 M A SEGALE INC SW-35-23-4 DR 271600-0030-0 KAISER GATEWAY ASSOC LOT :3 BLK: SE- 10-23-4 PLAT:GATEWAY CORPORATE CENTER DR 000480-0008-0 NEW PLAT LOT :POR BLK; PLAT:LEWIS H 37 NE-15 -23 -4 DR 000480 - 0007 -0 NEW PLAT LOT:POR BLK: SE-10-23 -4 PLAT:LEWIS // 37 DR 271600-0040-0 KAISER GATEWAY ASSOC LOT:4 BLK: NE-15 -23 -4 PLAT:GATEWAY CORPORATE CENTER DR 271600-0070 -0 KAISER GATEWAY ASSOC LOT:7 BLK: 5E-10 -23 -4 PLAT :GATEWAY CORPORATE CENTER GATEWAY DR. 271600- 0075 -0 BOEING EMPLOYEES CREDIT LOT:7 BLK: SE-10-23 -4 PLAT:GATEWAY CORPORATE CENTER DR 271600-0050-0 KAISER GATEWAY ASSOC LOT:5. BLK: NE- 15 -23 -4 PLAT :GATEWAY CORPORATE CENTER V 6: STD SITE MAP 12 AREA OF BUILDING TENANT IMPROVEMENTS VICINITY MAP TENANT IMPROVEMENTS FOR BOEING PHOTO PROCESSING BUILDING 7 -034 [GATEWAY BUILDING X6] 12779 GATEWAY DRIVE SEATTLE, WASHINGTON 98168 REYIS SITE DATE LEGAL DESCRIPTION PARCEL A: ALL THAT PORTION OF THE CYRUS C. LEWIS DONATION CLAIM NO. 37, LYING IN SECTIONS 10 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.N., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT SOUND POWER & LIGHT 22'20'26' WEST FROM 15, A DISTANCE OF 1, GRID SYSTEM FOR THE THE SOUTHWEST CORNER FRANK MENAGLIA AND V OF DEEDS, PAGE 13, I THENCE NORTH 48 °13'4 1,770.27 FEET TO THE THENCE NORTH 41 °46'1 THENCE NORTH 81 °30'1 THENCE SOUTH 28 °05'4 BEGINNING. PARCEL B: A NON— EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS IN AND ACROSS THE FOLLOWING DESCRIBED PROPERTY.: A STRIP OF LAND, 20.0 FEET IN WIDTH AS MEASURED AT RIGHT ANGLES TO AND LYING SOUTHERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY MARGIN OF THE PUGET SOUND POWER & LIGHT CO. RIGHT —OF —WAY, NORTH 22'20'26" WEST, FROM THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, A DISTANCE OF 1,722.57 FEET BASED ON THE NORTH ZONE LAMBERT GRID SYSTEM FOR THE STATE OF WASHINGTON, SAID POINT OF BEGINNING BEING ALSO THE S.W. CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO FRANK MENAGLIA AND VITTORIE DEMARCKI AS RECORDED IN VOLUME 1513 OF DEEDS, PAGE 121 RECORDS OF THE AUDITOR OF KING COUNTY, WASHINGTON, UNDER RECORDING NO. 2693164, SEPTEMBER 25, 1931; THENCE NORTH 48 °13'44" WEST ALONG SAID NORTHEASTERLY MARGIN 1,570.27 FEET; THENCE NORTH 41 °46'16" EAST 310.54 FEET; THENCE NORTH 8'29'46" EAST 20.0 FEET TO THE TRUE POINT OF BEGINNING OF THE ABOVE MENTIONED DESCRIPTION LINE; THENCE ALONG SAID DESCRIPTION LINE, NORTH 81 °30'14" WEST 595.37 FEET TO THE NORTHEASTERLY MARGIN OF THE PUGET SOUND POWER & LIGHT CO. RIGHT —OF —WAY; TOGETHER WITH A STRIP OF LAND 16.0 FEET IN WIDTH EXTENDING FROM THE MOST WESTERLY CORNER OF THE ABOVE DESCRIBED EASEMENT, NORTHWESTERLY ALONG THE NORTHEASTERLY MARGIN OF THE PUGET SOUND POWER & LIGHT CO. RIGHT —OF —WAY A DISTANCE OF 190.0 FEET, MORE OR LESS, TO A ROAD CROSSING SAID RIGHT —OF —WAY BEING KNOWN AS 42ND AVENUE SOUTH.. EXCEPT ANY PORTION WHICH MAY LIE WITHIN PARCEL A. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. CODE DATA PROJECT DESCRIPTION: TENANT IMPROVEMENTS TO EXISTING OCCUPIED BUILDING LAND USE ZONE: M1 (LIGHT INDUSTRIAL) PARKING REQUIRED AT 1.0 PER 1000 GSF: 3 GATEWAY BUILDING 16 GROSS FLOOR AREA: 39,210 BUILDING CODE: 1988 UBC OCCUPANCY GROUP: 82 CONSTRUCTION TYPE: V N — SPRINKLERED /VW -L-50 FACILITIES DEPARTMENT ON THE NORTHEASTERLY MARGIN OF THE PUGET COMPANY RIGHT OF WAY, SAID POINT BEING NORTH THE QUARTER CORNER BETWEEN SECTIONS 14 AND 722.57 FEET BASED ON THE NORTH ZONE LAMBERT STATE OF WASHINGTON, SAID POINT BEING ALSO OF THAT CERTAIN TRACT OF LAND CONVEYED TO ITIORIE DEMARCKI, AS RECORDED IN VOLUME 1513 N KING COUNTY RECORDING NO..2693164; 4" WEST ALONG SAID NORTHEASTERLY MARGIN POINT OF BEGINNING; 6" EAST 119.21 FEET; 4" WEST 45.00 FEET; 2" WEST 159.11 FEET TO THE TRUE POINT OF SF ❑ AUBURN, WA. 98002 ❑ BELLEVUE, WA. 98008 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 III SEATTLE, WA. 98124. / I I ?1 ff I 1 j woo NY=Lt7, 6111 l loi iiiihiifii6hiii iiidiiiiliiii6i11 T((( uiII!III iilI llI iii ihiAi i u iiiihii!1iirh!ii iII IIf i 6iiiP 7.034 —A1.4 7.034 —A -3 R7.034 —A -10 7.034 —A -10 7.034 —A -160 A —I60 A200 1 7.034.2— A200.1 7.034 —A -204 7.034 —A -280 7 034 —A510 7.034 —S -3 7 034 —S -4R 7 034 —S -4 7.034 —S -6 7.034 —S -8 7.034 —S -500 7 034 —M -4 R7.034- 2M -10R 7.034 -1M —lO 7.034 -2M -10 7 034- 0M -110R 7.034 —IM -110 7.034- 0M -160A 7.034 -1M -160 7.034 —M5 7.034 —M -502 7.034 —M -504 7.034 -3M -10 tU_tcn npnnrnn . 7.034 -1M -210 7.034—R 0 SPECIAL INSPECTION BY AN APPROVED TESTING LABORATORY -IS -- REQUIRED FOR THE ") j LD lath R7 7.u34— 7.034-1E1 E 7.034 -1E10 7.034 -1E60 R7.034 -1E60 DRAWING NO. 034 -1E61 F r 7.034 —E502 7.034 —E504 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY Al NO. 4 A -10 S -4R S -4 S -6 S -8 S -500 1M -110 ARCHITECTURAL COVER/ INDEX SHEET TRENCH AND DRAIN PLAN, SOUTH FLOOR PLAN — SOUTH FLOOR PLAN — SOUTH ROOF PLAN WALL SECTIONS AND DETAILS DETAIL PLANS AT 1/4" REFLECTED CEILING PLAN —SOUTH ROOF DETAILS STRUCTURAL MEZZANINE FLOOR PLAN & SECTIONS PARTIAL ROOF FRAMING PLAN —SOUTH REMOVAL PARTIAL ROOF FRAMING PLAN —SOUTH r. SECTIONS AND DETAILS TRENCHES — PARTAIL FIRST FLOOR PLAN SECTIONS & DETAILS MECHANICAL MECHANICAL SCHEDULES HVAC RETURN AND EXHAUST AIR DUCTWORK PLAN SOUTH (REMOVAL) 1M -10 HVAC SUPPLY AND RETURN AIR DUCTWORK PLAN SOUTH 2M -10 HVAC RETURN AND EXHAUST AIR DUCTWORK PLAN SOUTH M -11OR PLUMBING — PIPING UNDERFLOOR PLAN PLUMBING — —lour. UNDERFLOOR WASTE PIPING PLAN SOUTH DRAWING TITLE PIPING PLAN SOUTH NOTE FILE COPY I understand that the Plan Check approvals are s„hlect to errors and omissions and approval of ()tans does not authorize the veeeiionoffcanY adopted code or crdi ed plans acknowledged. tractor' actor'scopy ofap ' /L. Permit No. INDEX OF DR :�E�I�Rt�ik E.LECCRAGAL t'ERMAit AND :- .i)l-k) MY NL' ApP tOV 1Gt��l IC. REQUIRED 6 THESE INSPECTIONS )EPT. ATE PPROY D A WAI aft 1.09.92 1I1LE BLDG. 7.034 COL REV. DATE ORIC JAN. 9, 1992 H JAN. 9, 1992 ORIC JAN. 9, 1992 G JAN. 9, 1992 G ORIG I. NAR DRAWINGS. ADVISE & SHOWN ON THE DISCREPANCIES. GENERAL NOTES . 2. CONTRACTOR SHALL VERIFY LOCATION, DIMS. & ANCHORAGES OF ALL EQUIP. AND ACCESSORIES TO BE INSTALL. 3. DIMENTIONING IS AS FOLLOWS: TO TOP OF EXISTING CONCRETE FLOOR SLAB TO EXISTING COLUMN GRID LINES TO FACE OF EXISTING CONCRETE WALLS TO FACE OF STUDS FOR FRAMED WALLS AND PARTITIONS TO CENTERLINE OF COLUMNS AND BEAMS COVER /INDEX SHEET ARCHITECTURAL MASTER PHOTO - -MARKERS -RAD J JAN. 9, 1992 A JAN. 9, 1992 I; JAN. 9, 1992 E JAN 9, 1992 8 JAN 9, 1992 K JAN 9, 1992 JAN. 9, 1992 JAN. 9, 1992 JAN 9, 1992 JAN 9, 1992 JAN 9, 1992 P JAN. 9, 1992 A JAN. 9, 1992 G JAN. 9, 1992 J JAN. 9, 1992 A JAN. 9, 1992 H JAN. 9, 1992 . JAN. 9, 1992 JAN 9, 1992 GATEWAY JAN. 9, 1992 IAN 9, 1992 IAN 9, 1992 'AN. 9, 1992 AN. 9, 1992 AN. 9, 1992 1N. 9 1992 IN. 9, 1992 N 9, 1992 N 9, 1992 N. 9, 1992 N. 9, 1992 N. 9, 1992 N. 9, 1992 RECEIVFO CITY OF TUT:'.'.'.' A JAN 3 0 11392 1= �tirai r 4. BACKGROUND PLANS AND SECTIONS ON :dECHANICAL, ELECT. STRUCTURAL & CIVIL DWGS. ARE BACGROUND ONLY. REFER TO ARCH. FOR °INNS. AND CONSTRUCTION OF GEN. CONSTRUCTION. • 5. CONTRACTOR SHALL PROVIDE CUTTING AND PATCHING AS REQUIRED FOR INSTALLATION OF MECH. AND ELECT. WORK. BE&C _ R I G LAS SHEET est A18 4' JOB NO. 91303 DWG. NO. 7.034 —Al. 01.09.92 Y A OF t. . 4 ; 1 A Rs SSOR 103 PROCESSOR M11111111 01= TRENCH DRAIN PROCE iQ+ �IIIIIIIII PROCESSOR •ULM NK DRAIN TYP GS. COORDIN STAT CAMERA PROCESSOR I __ • � 114 = • __ �•�•�• I - IROCES � � = 1 1III1111= 1.1111111 =EAll 111 ii r i■�ilt C = 11111111111111m limmmIIIIII IIUII INSPECT PIT SEE M CH DWGS, TYP. PROCESSOR 1 ROCESS PROCS n \ \ \ \ \ \ (2) SCALE 1/8 "= 1 — O " FLOOR VOID P L A N - SLAB D E M O L I T I O N • R77 FACILITIES DEPARTMENT i ❑ AUBURN, WA. ❑ BELLEVUE, WA. ❑ EVERETT, WA. ❑ KENT, WA. ❑ PORTLAND, OR. ❑ RENTON, WA. III SEATTLE, WA. I T IT I ' [ll lit' � I �I IIIII I I I IIIII ^ � II1 � 1II � r � 1 °ITI I I I I I I II ` 1 � II'i1I 1 I 1II � 1IlIf � l 1 4 No.18 �"�� I EiT T II T 6 � 8 L 9 9 E Z M IIIIIIIII �IIIIIIII1II1IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II 11 IIIIIIhIII II LIIIIIIlIIIII� 98002 98008 98201 98031 97220 98055 98124 NOTE: COAT FACE OF CONCRETE, ALUMINUM FRAME AND COVER WITH EPDXY. SEE SPECIFICATIONS, CHEMICAL RESISTANT COATINGS. O 0 aw 11 U; min . .I 11111111111418 mmummummillnr, M NAMMIIIIIM EPT. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY TITLE BLDG. FINISH FLOORING EXISTING WWF SCALE 1- 1/2 " =1'- • GENERAL NOTES NOTES 1. FOR DEMOLITION OF EXISTING FLOOR SLAB FOR NEW FOOTINGS AND FOUNDATIONS SEE SHEETS S - 1 AND S - 2. 2. FOR DEMOLITION OF EXISTING FLOOR SLAB FOR WATER AND SANITARY PIPING SEE SHEETS OM -110 AND OM -111. 3. SEE 1/4" SCALE PLAN OF TRENCHES AT PROCESSORS, DWG A -204. TRENCH & DRAIN PLAN, SOUTH PHOTO LABORATORY 7.034 ALUMINUM SLOTTED COVER PLATE OUTLET PIPE AT ,END OF TRENCH DRAIN ARCHITECTURAL MASTER COL 1 -8 /A -E SEE STRUCTURAL BE&C ENGINEERS GATEWAY 0 FACE OF FRAME SAW CUT LINE TRENCH DRAIN AT PROCESSORS 7. PATCH VINYL FLOOR TO MATCH EXISTING WHERE REQUIRED. H DIMENSION POINT ON PLAN JO NO. ON' . NO. A-3 87060 J LAST REVISION ISYY 7.034-A-3 } SEE STRUCTURAL DRAWINGS FOR REINFORCING �i 1 FIELD VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. ANY VARIATION FROM DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 2 SAW CUT EXISTING CONCRETE FLOOR SLAB TO INSTALL PIPING AND TRENCH DRAIN.(SEE DRAWINGS S -8 3C A204) 3 BURY PIPES AND COMPACT BACKFILL. INSTALL UNDER SLAB VAPOR BARRIER SHEETING, 6 MIL. VISQUEEN OR APPROVED EQUAL OVER COMPACTED BASE AND COVER WITH 2 OF SAND PRIOR TO POURING SLAB 4 CONSTRUCT TRENCH DRAIN USING POLYDRAIN MODULAR PRECAST SYSTEM AS SHOWN ON DWG S -6. SLOPE DRAIN AS SHOWN ON PLAN. 5. WHERE NEW CONCRETE JOINS WITH IN -PLACE CONCRETE, COAT IN -PLACE CONCRETE WITH BURKE EPDXY M.V. OR EQUAL. 6. APPLY CONCRETE WATER PROOFING TO SLAB UNDER PHOTO PROCESSOR WITH BURKE EPDXY M.V. 0 ONSTRUCT N NOTES EXISTING TRENCH DRAIN TO REMAIN, MODIFY TO ACCOMODATE NEW TRENCH DRAIN. INSTALL NEW TRENCH DRAIN, TO MATCH EXISTING REFER TO SHEET A -204 INSTALL NEW "LIGHT TIGHT" PARTITION, EXTEND (3) STUDS TO STRUCTURE ABOVE. REFER TO DETAIL C, SHEET A200.1 TO VERIFY LOCATION SEE MECHANICAL. Fi2CEIV;:o PLAN CITY OF TU.;KWI A NORTH JAN 3 9 isa2 PalAWCENTER 01.09. DATE _OF SYY A . REVISION : APPROVED DATE 9.9.87 9.21.87 F e� REVISION BY APPROVED DATE ISSUED FOR CONSTRUCTION RECORD DRAWING -- PHOTO LAB PH 10.28.8 ISSUED FOR METRO PERMIT PHOTO PROCESSOR ROOD 110 MD 11.20.8 C ISSUED FOR CONSTRUCTION AA 10.1.87 H RECORD DRAWING FOA 03.30.9 REVISED TRENCH LAYOUT 10.8.07 J DIP TANK (J191303) SR' � 01 099 E l GENERAL REVISION RAB 11.18.8 t. . 4 ; 1 A Rs SSOR 103 PROCESSOR M11111111 01= TRENCH DRAIN PROCE iQ+ �IIIIIIIII PROCESSOR •ULM NK DRAIN TYP GS. COORDIN STAT CAMERA PROCESSOR I __ • � 114 = • __ �•�•�• I - IROCES � � = 1 1III1111= 1.1111111 =EAll 111 ii r i■�ilt C = 11111111111111m limmmIIIIII IIUII INSPECT PIT SEE M CH DWGS, TYP. PROCESSOR 1 ROCESS PROCS n \ \ \ \ \ \ (2) SCALE 1/8 "= 1 — O " FLOOR VOID P L A N - SLAB D E M O L I T I O N • R77 FACILITIES DEPARTMENT i ❑ AUBURN, WA. ❑ BELLEVUE, WA. ❑ EVERETT, WA. ❑ KENT, WA. ❑ PORTLAND, OR. ❑ RENTON, WA. III SEATTLE, WA. I T IT I ' [ll lit' � I �I IIIII I I I IIIII ^ � II1 � 1II � r � 1 °ITI I I I I I I II ` 1 � II'i1I 1 I 1II � 1IlIf � l 1 4 No.18 �"�� I EiT T II T 6 � 8 L 9 9 E Z M IIIIIIIII �IIIIIIII1II1IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II 11 IIIIIIhIII II LIIIIIIlIIIII� 98002 98008 98201 98031 97220 98055 98124 NOTE: COAT FACE OF CONCRETE, ALUMINUM FRAME AND COVER WITH EPDXY. SEE SPECIFICATIONS, CHEMICAL RESISTANT COATINGS. O 0 aw 11 U; min . .I 11111111111418 mmummummillnr, M NAMMIIIIIM EPT. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY TITLE BLDG. FINISH FLOORING EXISTING WWF SCALE 1- 1/2 " =1'- • GENERAL NOTES NOTES 1. FOR DEMOLITION OF EXISTING FLOOR SLAB FOR NEW FOOTINGS AND FOUNDATIONS SEE SHEETS S - 1 AND S - 2. 2. FOR DEMOLITION OF EXISTING FLOOR SLAB FOR WATER AND SANITARY PIPING SEE SHEETS OM -110 AND OM -111. 3. SEE 1/4" SCALE PLAN OF TRENCHES AT PROCESSORS, DWG A -204. TRENCH & DRAIN PLAN, SOUTH PHOTO LABORATORY 7.034 ALUMINUM SLOTTED COVER PLATE OUTLET PIPE AT ,END OF TRENCH DRAIN ARCHITECTURAL MASTER COL 1 -8 /A -E SEE STRUCTURAL BE&C ENGINEERS GATEWAY 0 FACE OF FRAME SAW CUT LINE TRENCH DRAIN AT PROCESSORS 7. PATCH VINYL FLOOR TO MATCH EXISTING WHERE REQUIRED. H DIMENSION POINT ON PLAN JO NO. ON' . NO. A-3 87060 J LAST REVISION ISYY 7.034-A-3 } SEE STRUCTURAL DRAWINGS FOR REINFORCING �i 1 FIELD VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. ANY VARIATION FROM DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 2 SAW CUT EXISTING CONCRETE FLOOR SLAB TO INSTALL PIPING AND TRENCH DRAIN.(SEE DRAWINGS S -8 3C A204) 3 BURY PIPES AND COMPACT BACKFILL. INSTALL UNDER SLAB VAPOR BARRIER SHEETING, 6 MIL. VISQUEEN OR APPROVED EQUAL OVER COMPACTED BASE AND COVER WITH 2 OF SAND PRIOR TO POURING SLAB 4 CONSTRUCT TRENCH DRAIN USING POLYDRAIN MODULAR PRECAST SYSTEM AS SHOWN ON DWG S -6. SLOPE DRAIN AS SHOWN ON PLAN. 5. WHERE NEW CONCRETE JOINS WITH IN -PLACE CONCRETE, COAT IN -PLACE CONCRETE WITH BURKE EPDXY M.V. OR EQUAL. 6. APPLY CONCRETE WATER PROOFING TO SLAB UNDER PHOTO PROCESSOR WITH BURKE EPDXY M.V. 0 ONSTRUCT N NOTES EXISTING TRENCH DRAIN TO REMAIN, MODIFY TO ACCOMODATE NEW TRENCH DRAIN. INSTALL NEW TRENCH DRAIN, TO MATCH EXISTING REFER TO SHEET A -204 INSTALL NEW "LIGHT TIGHT" PARTITION, EXTEND (3) STUDS TO STRUCTURE ABOVE. REFER TO DETAIL C, SHEET A200.1 TO VERIFY LOCATION SEE MECHANICAL. Fi2CEIV;:o PLAN CITY OF TU.;KWI A NORTH JAN 3 9 isa2 PalAWCENTER 01.09. DATE _OF I £I ZI IIIIIIIII Ii iiitIIiiiJilIIiili 1 IIIIIIIII 6 IIIIIIIII 8 ' IIIII!Iil G IIIIIIIII 8 IIIIlIIiiillilIIII IIIIIIIII £ Z 'I IIIIIIIII rt (:;') LANGSTON COPY CAMERA 11021 678 SQ FT ELEC PANEL RED LIGHT HALLW LASER FILM RECORDUR LASER FILM CONTROLLER 121 SQ FT ONOFLEX OC FIL ROCE lllllllllgl DARK SIDE COPY CAMERA 344 SO FT ROBERTSON PY CAMERA 1061 713 SO FT -4" TROJAN RI NT E 6' (6) ICONICS CONTACT PRINTER HAND LI PROCE 6'(6) 8 14' " t er � � '.. � i 4 i �!* �'7 a11�. lI111111111II1_. 7111111111 729 SO FT 8 1_ 7 11 PROCESS -; CONTRO g I COLD III 11111111i1= Co STORAGE ' uunu +tl l N I i= CM 112 SF 1 1 1 1- 11 6 2 , 0A1 I, menormil 1 , 321 C �� ■M111. Dun- SINKS B 3 ,_ 8 h / 11 z SCR EN PRINTING 550 SO FT f &W PRINTING III 149 I EUMUIi NSAI c.,. P ROCES► 1 176 J a niuun PHOTO DRAWING . a .a.ara.a.a.a.a- a - . -. - • . a.,.a.a.a. r- !.'ava .t 0 STEP & REPEAT .. CAMERA 286 SQ FT 220 SQ FT CORRIDOR MANAGER I SUPERV SOR 160 145 SQ FT I 136 S '. FT 299 SO FT <160> SUPERVISOR Alk MAIL DISTRI 202 SQ FT SEE NOTE 156 5 MM SLI PHOTO PLOTTER DfSI GN TERMINAL 11681 247 SO FT n nf^: r -nr. CORRi UU1t 118s 318 SF ti DS ENLARGER <176C) 250 S O F T 1 ,— MARKER NT R 7'(6) 270 SQ FT Mall REVISION BY APPROVED DATE ea P TANK (JI 91303) Z ' 01.09.92 . . — . -- MEI IMIIIIIIIMIIIIIIIIIIIIIIIIIIMIIIIIIIIIIINIIIIIIMN -1111 ; • ,; ! EIM111111111111111111111111111..MINNE 111111 .;,, �� MEI . __ REV - <181Lt> (24 TYP. 0 CORE REA r COLITE !CONTACT PRINTER ►._ 426 SQ FT PRECISION L 821 SQ FT i� 6' ( BON STAT CA RA 198 SQ FT CORRIDOR 355 SQ F 7\ 00 A RT ME NT NEGATIVE REGIS 11521 675 SQ LT 18 ' - ESTIBUL PROVIDE GLAZING AT DOORS FILM PROCESS 11 -, r PAKOLITH PROCESSOR Ir 4 r 1 98 SF REMOVAL NOT ❑ AUBURN, WA. 98002 ❑ BELLEVUE, WA. 98008 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 A/C UNIT OWNER B & W SP CTION GENIGRAP SEE NOTE (10) GENIGRAPH 155] 12 SQ FT CORRIDOk 185 1. SQ FT 1531 165 SQ FT I L E 1 C 65 SQ FT A/C PANEL 1'L61/ 11 2 11 1_ 5 " 4 1_ 5 1 /2 1 REMOVE APROX, (8) L.F. OF EXISTING STEEL STUD PARTITION TO UNDERSIDE OF (12') HIGH CLG. REMOVE EXISTING WAINSCOT TO BE RE -USED IF POSSIBLE. REFER TO REFLECTED CEILING PLAN SHT. A -280. REMOVE APPROX. (11) S.F. OF EXISTING VINYL FLOOR 1 2 APPROVED ACCEPTABIIITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY BE&C ENGINEERS FLOOR PLAN — SOUTH ARCHITECTURAL MASTER PHOTO LABORATORY .034 COL 1 -8 /A -E GATEWAY SHEET A1OR JO NO. 91303 DWG. NO. R7.034iA -1O GUARDPOST , SEE A =10 A -10 0 PROVIDE GLAZING FILM AT DOOR & SIDELIGHT. W w M M an CJ \ (24' -9") EXISTING OVFRHFAD DOOR, REMOVE OVERHEAC ;RACK ABOVE DOOR SCALE 1/8 " =1' -0" (24 22 1_ 2 N FLOOR PLAN NOTE: ALL PARTITIONS TO BE PARTITION TYPE 8 EXCEPT AS NOTED. (24 (5 NOT,: ALIGN PARTITION CENTERLINES WITH EXISTING WINDOW MULLIONS TYPICAL. 1.1 IlirilIIIIIrII i I ! 1 1 EXISTING DOOR TO BE PERMANENTLY CLOSED (24 O Ada 5P '('y ii'1i I 1 1.1'1' I' I 1.L- 11.11' '!'1.'I'I'Irlrlr I i 5 I 6 N o. 18 (24' -7 ") 6' -5" OFT l7 (24 1_'111) 32' -7'/2' EXISTING OVERHEAD DOOR U 1— I I PLAN LEGEND ROOM NUMBER, REF. SHEET A350 <__.> DOOR NUMBER, REF. SHEET 351 / PARTITION TYPES, REF. SHEET A201 O RELITE NUMBER, REF. SHEET A351 EXISTING CONCRETE WLLS & COLUMNS mummum TEMPORARY OPENINGS IN WALL INSULATED WALL METAL FRAMED PARTITIONS, FURRING & INFILL NEW EXCEPT WHERE NOTED AS EXISTING REMOVE EXISTING PARTITION WAIL — NEW PARTITION WALL A - 1004 OOR GRATING PLAN NOTES (7.) (8.) (9.) (1 REMOVAL 0 EXISTING STEEL PIPE COLUMN 0 FLOOR DRAIN OR FLOOR SINK, REF. MECH 1 MECHANICAL & ELECTRICAL a. J EQUIPMENT, REF. MECHANICAL & ELECTRICAL. SINK LIGHT BOX HOT WATER HEATER REFER TO SHEET All FOR THE PORTION OF THE WORK NORTH OF THE MATCH LINE. (2. D I M E N S I O N S SHOWN I N PARENTHESES () ARE EXISTING AND MUST BE VERIFIED. (3.) DIMENSIONING IS AS FOLLOWS: TO EXISTING GRID & COLUMN LINES TO FACE OF EXISTING CONCRETE WALLS T O FACE OF STUDS (4.) MECHANICAL AND ELECTRICAL EQUIPMENT AND FIXTURES SHOWN ARE PICTORAL ONLY, REFER MECHANICAL AND ELECTRICAL FOR ACTUAL LOCATION AND CONSTRUCTION (5.) ROOM SQUARE FOOTAGES SHOWN ARE NET 'FLOOR AREAS FOR OCCUPANCY LOAD CALCULATIONS. DO NOT USE SQUARE FOOTAGES SHOWN FOR CONSTRUCTION QUANTITIES. (6.) PROVIDE TEMPORARY FRAMED OPENING IN PARTITION FOR MOVING EQUIPMENT INTO ROOM. FILL WITH METAL. STUDS & GYP. WALL BRD. AFTER MOVE IN. HEIGHT OF OPENING IS 8' -0" TYP. THE DIMENSIONS OF OPENINGS IN WALLS FOR EQUIPMENT ARE SHOWN ON INTERIOR ELEVATIONS INSTALL WALLS AFTER EQUIPMENT IS INSTALLED I N ROOM. FOR INTERIOR ELEVATIONS, SEE. SHEETS A -400 TO A -413. (10.) PROVIDE GLAZING FILM AT WINDOW WALL WHERE STUD WALLS AND CABINETS OCCUR. PROVIDE 24 CORNER GUARDS & LOCATE AS DIRECTED BY BOEING REPRESENTATIVE IN CORRIDORS, COLOR PRINT FINISHING & INVENTORY STORAGE. (12.) CONTRACTOR TO PROVIDE EIGH1 FIRE EXTINGUISHERS & RECESSED FIRE EXTINGUISHER CABINETS, TO BE MOUNTED PER DIRECTION OF BE &C ENGINEERS. STUD WALLS TO BE MODIFIED AT CABINET LOCATIONS TO MAINTAIN FIRE RATING & /OR INTEGRITY OF PARTITION TYPE AS LISTED. LOCATION & TYPE OF FIRE HOSE CABINET TO BE APPROVED BY BE &C ENGINEERS. FOR CABINET DETAIL SEE 15/A503. (13.) DETACH EXISTING WOOD STEP /PLATFORM UNIT FROM FLOOR. RELOCATE AND STORE STEP/PLATFORM UNIT DURING CONSTRUCTION AS DIRECTED BY PROJECT MANAGER. RELOCATE AND REMOUNT STEP /PLATFORM UNIT AS DIRECTED BY PROJECT MANAGER (REINSTALLATION TO MATCH EXISTING) . ism //77; PLAN CITY(TWTIIl WUI:A NORTH JAN 30 ( ) Ni ii r l'ER A 101.09.92 A 1; GUARDPOST, SEE A -10 A -110 PROVIDE GLAZING FILM AT DOOR & SIDELIGHT. 1- 0 PHOTO PLOTTER DESIGN TERMINAL RED LIGHT HALLW Ell ROCE UIIIIIIIUIIHI_ DARK SIDE LANGSTON CAMERA 101 308 SQ FT 28' -2" ENCLOSURE, SEE MECH. 29' -0" LANGSTON COPY CAMERA Egi 678 SQ FT 11 o n LASER FILM LASER FILM \/ MCORDER g3 CONTROLLER STEP & REPEAT CAMERA 11641 286 SQ FT 121 SQ FT P & A OFFICE 1 163 317 SQ FT <102A) 02B 16 4" ELEC PANEL ENT n64 1 (6) 21 ' - 6 1 <169B> DS ENLARGER I I:uJ 270 SQ FT 220 SQ FT 105 M CA ERA I� i CORRIDOR r1 88� tlu; our 318 SF ; AD' PROCESS �I = LIEU C1 76C, III 250 SQ f \/ 4'-0" _ _ .._.14 ,.8." ._ ._ ._.._ CONFERENCE PHOTO DRAWING 1 1781 104 S 6' -10 E CL.0S 18 ►, 64 SF FAA nr. IIIIIIImQ II_ 407 SQ FT — T T L HECKI 114 SQ FT 11. A IIIII I IMMO . NM �IH II11�111 a' nl l r.1111lt1111111 r1,70Tril n[■Kc 4 11111111111 111• Ala ° I v 66 a1LLIIib1 111 ,111111111 CONTRa g SINKS B 3 1 - 8 1/ 2 11 B & W PRINTING 1O'-5" &W P'INTIN 185 SQ FT — 700 o!!IIIIII,I 111 _A, 1111111 1IIIII!lJIIDI II "T ;C].1/ � •. �� I 11� DARK SIDE COPY CAMERA ROBERTSON COPY CAMERA 713 SQ FT <181A> ( 161 MANAGER X 1611 145 SQ FT (2 COLITE CONTACT FRINTER 426 SQ FT 320 sa F1 - -- YP . 0 CORE A PRECISION L 821 SQ FT CV G'V . CORRIDOR 187 ! 299 SQ FT <160> SUPERV SOR 160 136 Sr FT SEE NOTE 8 CESSING (159 SUPERVISOR X591 136 SO FT ICONICS CONTACT PRINTER 461 SQ FT <107> 6'( WASH -0 ROCESS r B &W STAT CA 198 SQ FT 11 60 HAND PR 202 SQ F1 MAIL DISTRI :UTI SEE NOTE (10) CORRIDOR 11861 355 SQ FT" co ELEC PANEL 21' -4" COPY CAMERA 11461 550 SO FT 10 IV T 675 SQ FT ESTIBUL ( DARK S FILM PROCESS NEGATIVE REGISTRATION CUSTOMER SERVICE a; 1019 SQ FT A/C UNIT FILM PROCE • `' 11171 63 SO FT OWNER GENIGRAP FOROX 35 (24' -7") 32' -7 EXISTING OVERHEAD D0012 GENIGRAPH 165 ELEC PANE a.) I !�"�I _- CORRIDOR 1 S F< 155 SLIDE SPECTI CORRIDOk CHEMICAL COLLECTION A =10 CA) 1N \ \ (24'-9") \ \ \ \ \ 01.09.92 11.20.8 03.30.9 REVISION REVISION elf PHOTO PROCESSOR ROOM 110 FO RECORD DRAWING FO FILM PROCESS T.I. (J191012 -065) GM NOT ISSUED POWER & DOORWAY (J #91012 -167) PC APPROVED APPROVED BY ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED FLOOR PLAN -- SOUT H BE &C ENGINEERS DIP TANK (J191303) MIN ISSUED FOR CONSTRUCTION AA B REVISED TRENCH LAYOUT I AA IIIIIII + GENERAL REVISION RAB EXISTING OVERHEAD DOOR, REMOVE OVERHEAD TRACK ABOVE DOOR (24' -7") \ .•._..- __.•-__ FLOOR PLAN SCALE 1/8 " =1' -0" NOTE: ALL PARTITIONS TO BE PARTITION TYPE 8 EXCEPT AS NOTED. (24'-7") (s� NOTE: ALIGN PARTITION CENTERLINES WITH EXISTING WINDOW MULLIONS TYPICAL. tagitEgY7, FACILITIES DEPARTMENT ri ! V II I , rl l t l l t l r l l l l i l .,,,..1 . r I I I I � I I I I I I r "�� "I 11.1,I(YLI, 11 � � T I . L � . T . l . 33 I S II(Iliill lill�lill IIII�iill Il :1111111 ii1111i11 1 I EXISTING DOOR TO BE PERMANENTLY CLOSED (24' -7 ") PROVIDE GLAZING AT DOORS IIiI�IIIIIIII�IIII FILM 04 ❑ AUBURN, WA. 98002 ❑ BELLEVUE, WA. 98008 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON,• WA. 98055 ❑ SEATTLE, WA. 98124 No•18 (24 - n 0 SIBIONOME PLAN LEGEND A -1 ROOM NUMBER, REF. SHEET A350 DOOR HUtiBER, REF. SHEET 351 PARTITION TYPES, REF. SHEET A201 RELITE NUMBER, REF. SHEET A351 EXISTING CONCRETE WALLS & COLUMNS TEMPORARY OPENINGS IN WALL INSULATED WALL METAL FRAMED PARTITIONS, FURRING & INFILL NEW EXCEPT WHERE NOTED AS EXISTING REMOVE EXISTING PARTITION WALL NEW PARTITION WALL OOR GRATING 04 TITLE BLDG. GENERAL NOTES (4.) (5.) r I 1 CJ E XI SI 1 NG STEEL PIPE COLUMN ® FLOOR DRAIN OR FLOOR SINK, REF. MECH MECHANICAL & ELECTRICAL J EQUIPMENT, REF. MECHANICAL & ELECTRICAL. ILB1 SINK LIGHT BOX HOT WATER HEATER REFER TO SHEET All FOR THE PORTION OF THE WORK NORTH OF THE MATCH LINE. DIMENSIONS SHOWN IN PARENTHESES () ARE EXISTING AND MUST BE VERIFIED. DIMENSIONING IS AS FOLLOWS: TO EXISTING GRID & COLUMN LINES TO FACE OF EXISTING CONCRETE WALLS TO FACE OF STUDS MECHANICAL AND ELECTRICAL EQUIPMENT AND FIXTURES SHOWN ARE PICTORAL ONLY, REFER MECHANICAL AND ELECTRICAL FOR ACTUAL LOCATION AND CONSTRUCTION ROOM SQUARE FOOTAGES SHOWN ARE NET FLOOR AREAS FOR OCCUPANCY LOAD CALCULATIONS. DO NOT USE SQUARE FOOTAGES SHOWN FOR CONSTRUCTION QUANTITIES. THE DIMENSIONS OF OPENINGS IN WALLS FOR EQUIPMENT ARE SHOWN ON INTERIOR ELEVATIONS INSTALL WALLS AFTER EQUIPMENT IS INSTALLED I N ROOM. FOR INTERIOR ELEVATIONS, SEE SHEETS A -400 TO A -413. CONSTRUCTION NOTES [1:2> INSTALL APPROX. (12) L.F. X 12' HIGH "LIGHT TIGHT" PARTITION;16 GA. 3 5/8" MET. STUDS @ 24" O.C. W/ 5/8" GW EA. SIDE. REFER TO 1/4" PLAN SHT. A -204. WALL FINISH TO MATCH EXIST. PROVIDE 1520 -008 (GRAY) RIGID PVC �- SHEET BY RYAN HERCO & INSTALL AS RECOMMENDED BY "' MANUFACTURERS INSTRUCTIONS, TO 7'-2" ABOVE FINISH FIR. SEE DETAIL C, A200.1 ARCH 6TECTtlRAL MASTER PHOTO LABORATORY .034 COL 1 -8 /A -E KEY PLAN JOB NO. 87060 GATEWAY D11 NO 7.034-A-10 PLAN CITY OFTUK V!LA NORTION 30 1 2: PLHNI f CLIV I Glt A -10 OF REVISION ISSUED FOR 907. REVIEW ISSUED FOR CONSTRUCTION GENERAL REVISION PHOTO— MARKERS..RAD RECORD DRAWING REVISION DIP TANK (J08.91303) SYN CONDENSING UNIT 1/2" ROOF VENT DATE 0 SUPPLY FAN COVER WITH OPENI Q SUPPLY FAN EXISTING SKYLI YP BD AT INSIDE G. ROOF PLAN SCALE 1/16 " =1' -0" EXHAUST FAN TY A160t1 0 -1/2" ROOF V TYP A160 10 PLAN NORTH DATE EXHAUST FAN CONDENS 0 8 "GAS SEE MEC EXI ST I N NG UNITS ROOF EXHAUST ENT H. DWG.1M ROOF VENT G SKYLIGHT, /6 o ��OG�I0 FACILITIES DEPARTMENT 1/2" ROOF VENT EXHAUST FAN 2" ROOF V TYPICAL 11\ 1/2" ROOF VENT ROOF EXHAUST 0 AUBURN, WA. 98002 0 BELLEVUE, WA. 98008 0 EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 II SEATTLE, WA. 98124 t 1 .� i £i 7� I I 6 $ G 111111111 iiIililii If111111i 111111i�iiilIIJI Iiiili!i� iiiili1ii ii�liiii iiiiliiii iiiiliiii S i iiili1ii No.18 6777.. T ROOF EXHAU /1 I TITLE CQNST RUCT I ON NOTES INSTALL ROOF CURB FOR DUCT THRU ROOF, REFER TO DETAIL ,REFER TO MECHANICAL & STRUCTURAL DWGS A160 0 INSTALL (2) 4' -0 "X 2' -9" EQUIPMENT PLATFORMS VERIFY LOCATION WIIH MECHANICAL, REFER TO DETAIL A160 10 ' WIN& . 1111 Mt ACCEPTAB THIS DESICN SPECIFICATION I APPROVED BY ILITY AND /OR S APPROVED 8.17.90 ROOF PLAN rim A -160 01.09.92 OF ARCHITECTURAL MASTER SE&C ENGINEERS PHOTO- MARKERS -RAD JO 60 C= I!�'t PLAN GITY ft C)� C[ TiUl A rit.A NORT HlAf4 3 0 s J I-L:F VilI BLDG. 7 -034 COL 11- 15 /A —D GATEWAY 7.034 —A -160 0 a 00 8 A telt RECORD DRAWING JORI 90034 -090 FOA DIP TANK (J #91303) A B APPROVED DATE SYY 03.29.9' 01.09.92 11101 INN Mill111111111111111 REVISION BY BY WH AW APPROVED 2 l- WA. 98002 ACCEPTAR THIS DES SPECIF TY AND /OR N IS APPRO I II a 1 1 y ED BY APPROV + 1 1 ITIF 4 BE &G ENGINEERS WALL SECTIONS AND DETAILS ARCHITECTURAL MASTER PHOTO- MARKERS-RAD BLDG. 7.034 COL 11- 15 /A -D GATEWAY LAST ROM oil M HEE I , . 2OO. 1 DATE JOB NO. 81060 DN'G. NO. 7.034.2- A200.1 01.09.92 OF SCALE 3 "=1' -0" unwnuut Htfl11H HHHtttnntuntlunutuuunptnu(ta I1HflIhItIttIHI1ttltitttt ltuIt(ultttttillt PARTITION DETAIL SCALE 1 1/2 " =l' -0" A2 PARTITIONS AT WINDOWS & MULLIONS % 1\ A11.2 A200.1 SCALE 1/2 " =1'- N. 1 . O 1 tl V. O 1'4 V 10 1v . • 11111II11111111111111111111 II ..n .... 111111111111111 1111111111111 — SILL III IIIIIIIIIIIII IIIII111IIIiOHOHIIHIIIII 1' 4' -3" FIN. OPG. VERIFY BUILT -UP ROOF 2 "X6 5/8" RECEIVER I INSTALL BEFORE APPLYING FIREPROOFING ACOUSTIC BATTS FASTEN RUNNER TO SLAB AT 24" OC WITH 1/2" ACHORS RESILIENT BASE ' - - FINISH FLOORING AS PER SCHEDULE EXISTING CONCRET i E SUSPENDED CEIIING 4" 22GA METAL STUDS AT 24 "OC 5/8" GWB TYPE "X" GLASS EXPANDABLE FOAM (ODERLESS AND SUNLIGHT RESISTANT) SILL - PARTITION CEILING RUNNER OR ANODIZED ALUMINUM CHANNEL. COLOR TO MATCH MULLIONS GLASS WINDOW MULLION DEMOUNTABLE PARTITION - CEILING RUNNER OR ANODIZED ALUMINUM CHANNEL. COLOR TO MATCH MULLION PARTITION ENTRY -TYP. 3 CV THREE -WAY DARKROOM REVOLVING DOOR ROOM FINISH FLOORING CONT. UNDER DOOR VERIFY THREE -WAY REVOLV. DOOR PLAN A4 -14 A200.1 5/8" GWB TYP. MTI. CORNER BEAD - TYP. DARKROOM REVOLVING DOOR NO SUSPENDED C=ILING AT EXISTING STORAGE AREA A11 .2 A200.1 SCALE 3/8" =1' -0" REVOLVING DARKROOM DOOR FLANGE --- —� SCALE 3 "= A 1 HR PARTITION iul1r>trruu• ■iaaiiunuuiu NEW SUSPENDED CEILING SYSTEM ---- SCALE 1 1/2 " =i' -0" REVOLVING DOOR HEAD - SUSPENDED ACOUSTICAL TILE CEILING 5/8" GWB (TYPE "X" BOTH SIDES) METAL STUDS AT 24 "OC EXISTING METAL FRAME WALL AND CEILING AT REST ROOMS IIII €� T I111111!�Illl IIII CEILING @ RESTROOM /STORAGE EXISTING STRUCTURE 6' -8" TO FIN. FLOOR- VERIFY B A11.2 A200.1 A281.2 A200.1 METAL STUD PARTITION PLYWD FILLER AS REQ'D (2) 2X6 0 JAMB (KD LUMBER) SIMPSON U46 0 PERPENDICULA HEADER 0 3 -WAY DOOR PERPENDICULAR HEAD BEYOND 0 3 -WAY DOOR REVOLVING DOOR HEAD SEAL BEYOND 0 3 -WAY DOOR A210.1A200.1 M7V// 7 / 7 /0 FACILITIES DEPARTMENT SCALE 3 " =1' -0" SCALE 1 1/2 " =1' PARTITION SCALE 3/8 " =1' -0" REVOLVING DOOR_JAMB ❑ AUB ❑ BELLEVUE, ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 91220 ❑ RENTON, WA. 98055 SEATTLE, WA. 98124 lllllll ' lulll Ill) 1111 'I I'II II I IIIII � 4 J No.18 T 9 5 I� E Z w� i �II IIII IIII !III IIII IIII IIII Ili! IIII IIII IIII�IIII 1111!11!! - -PARTITION EXTEND (3) STUDS TO STRUCTURE ABOVE. REFER TO S500 FOR FRAMING. VERIFY LOCATION W /MECH. BRACE SPACING 4' -0" O.C. SUSPENDED ACOUSTICAL TILE CEILING -METAL STUD RUNNER FASTEN RUNNER TO SLAB 0 2' -0" O.C. BRACES 3/4 "0 RIGID METAL CONDUIT AS SHOWN, 25GA. STEEL STUDS OR 12 GA WIRE (ALTERNATIVES) ALTERNATE (180 °) DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP 1RACK OF PARTITION W /SELF TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF 2X4 PURL I NS SPACE BRACES AT 4' -O" OC ALTERNATE DIRECTION (180 °) EVERY BRACE. NOTCH CEILING TILE AS REQUIRED DEMOUNTABLE PATITION BRACE A20 .1A200.1 3 METAL STUD PARTITION (2) 2X4 0 JAMB (KO LUMBER) 5/8" GWB TYP. GASKET ----- REVOLVING DARKROOM DOOR REVOLVING DARKROOM DOOR FLANGE A2 00.1 A204 i r i SCALE 3 " =1' -0" -� r SILL DETAIL SECTION @ WINDOW SCALE 3 " =1' -0" I iw Imm4r1111 HEAD DETAIL t 1 ---] SUSPENDED CEILING PARTITION @ CONT. CELL. PARTITION PANELS FIN. PER SCHEDULE 4 "METAL STUDS 0 24" OC 5/8" GWB EACH SIDE BOXED DBE 20 GA. STUDS — ALUMINUM WINDOW FRAME TRIM TO MATCH EXISTING 5/8" GWB EACH SIDE 4 "METAL STUDS ® 24" OC A281 .2 A200.1 A11.2 A200.1 CONTINUOUS SEALANT, (2) BEADS 0 EA. SIDE OF TRACK AND GWB. SEALANT TO FILL IN TEXTURE CEILING TILE TO PROVIDE A LIGHT PROOF BARRIER. CITY iii- • r• .!!: ,'ii JAN 3 0 I. L., „, i i Ci_cv t i.;t • 1111H11 H1111111111 11111111111MIIIIMIIIF 1111111111I1 ' 1m FILM PROCESS R OIVING DiOR FILM 4 PROCESS 112 COLOR COPIER 11 PERIMET'R OF NEW VIN L FIOORIN REMOVE ; EXISTING FILM CHECKING AREA 114 � - IIII IIII 511 101-0" CONTINUOUS TRENCH DRAIN PROCESS CONTROL 4 -0" 1 6' -10" FILM PROCESS UNASSIGNED 11431 C SCALE 1„•_ DETAIL PLAN AT FF 00 WI NDOW 5 1 —. II r v I PROCESSOR SHOWN I DASHED — 1 4 I w 0 CD LANGSTON COPY CAMERA 1 1 1 1 L_._J 9 1_ 2 " 1 102 1 11 DARK SIDE GSTO. .. ERA 1-2" 31-2" LL-10" 2'710" 6' -6" 5 1_ 2 " OPENING FOR CAMERA i ' 1 J SUPPORT STRUCTURE FOR CAMERA SHOWN DASHED 16' J 21_211 2 11-8..1" 5" 1111111= SUPPORT STRUCTURE FOR CAMERA SHOWN DASHED REVOLVING DOOR COLOR PRINT FINISHING r1381 CO s tt I L DETAIL PLAN AT SCALE 1/4 " =1' -0" DARK SIDE COPY CAMERA 1105j 1 1 72 i FACILITIES DEPARTMENT [114W666Tagi 1 SHELF ABOVE ` FOR POWER SUPPLY IS -3' -0 1 1 L ROBERTSON COPY CAMERA r , 1i L, 91_6" NOTES /A [105 SUPPORT STRUCTURE FOR CAMERA SHOWN DASHE --- SHELF ABOVE FOR POWER ISSU i FOR 0 S 'UCTION GENERAL REVISION PHOTO PROCESSOR ROOM 110 RECORD DRAWING REVISION BY AA AA RAB FA FOA D ETAIL PLAN AT SCALE 1/4 " =!' -0" ESSOR N ED--�� 1 REVISED TREN H LAYOUT FILM PROCESS T . I . DIP TANK (JS91303) REVISION (J.91012 -065) CUSTOM COLOR PRINTING F1461 CUSTOM COLOR PRINTING DATE os.o 9 01.09.92 CONSTRUCTION NOTES APPROVED PATCH & REPAIR FLOOR, WALLS & CLG, DAMAGED BY CONSTRUCTION TO MATCH EXISTING. INSTALL NEW TRENCH DRAM REFER TO STRUCTURAL DWGS. SHT. S -6 & S -8, DET. PATCH FLOOR TO MATCH EXIS FRAME NEW OPENING FOR PROCESSOR APPROX. 2' -8" WIDE BY 4' -11" HIGH, VERIFY OPNG. DIA W /BOEING CONSTRUCTION REPRESENTATIVE. FINISH & PAINT GYP. BD PARTITION TO MATCH EXIST. INSTALL WAINSCOT. TO 7' -2" FROM TOP OF FLOOR'EACII SIDE OF PARTITION TO MATCH EXIST. INSTALL NEW EPDXY SEALER ON EXISTING CONCRETE SLAB AT AREAS INDICATED PATCH & REPAIR EXISTING VINYL FLOOR AT NEW DRAIN DARK SIDE CAMERA 1 1451 REVOLIVI NG( PAKOLITH DOOR PROCESSOR ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED SCREEN PRINTING • 1 1481 B &W PRINTING 1441 B & W ; M I O N APPROVED BY LIGHT BAR 91- 1iosj SUPPLY 15'_-0" N S PPORT STRUCTURE 4' -0" -- -I /F R CAMERA SHOWN r DASHED , 1 1 1 1 1 1 1 L __J EXISTING DOOR TO BE PERMANENTLY CLOSED REMOVE DOOR HARDWARE FROM EXTERIOR AND RETURN TO CENTRAL STORAGE. PROVIDE EXTERIOR LOCK SET COVER. INSTALL DOOR SIGN WITH ARROW IN THE NORTH DIRECTION AND WITH THE FOLLOWING TEXT RECEIVING DOOR FOR 12779 GATEWAY DRIVE. SAW CUT CONC. FLOOR SLAB TO ACCOMMODATE THE EXTENSION OF UNDERGROUND DRAINS TO NEW PROCESSOR. PROVIDE TWO INCH (2 ") UNDERGROUND DOUBLE CONTAINMENT CONDUIT FOR CHEMICAL SUPPLY LINE . USE 45' ELBOWS SO TUBES CAN BE FED THROUGH. THE CONDUIT SHALL BE LIGHT TIGHT. PROVIDE TWO INCH (2 ") CONDUIT TRHOUG WALL 9" A.F.F. AND CONNECT TO NEW UNDERGROUND CONDUIT. ALL CONNECTIONS LIGHT TIGHT. 0 AUBURN, WA. 98002 0 BELLEVUE, WA. 98008 D EVERETT, •WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 1, SEATTLE. WA. 98124 C I r ) 1 1 1 ] 1 I I . 1 1 I 1 I I .� LT , : I :��. 1 i 1 _� i ' I *..�.c l .' [11 - I 1 r`� I1 - 1 i I' rT']T I 1� 11 1` 2 31 1J 41 I 51 � T 6 8'- REVOLVING DOOR -� A- 1�01A • COPY CAMERA 11461 1 CD SCALE 1/4 " -' 1'- _ . OPENI C6 3'- NG cr DETAIL PLAN AT • SCALE 1/4 " =1' -0" DETAIL PLAN AT 8 10' -0" VERIFY 111 .E -CORRIDOR 11 04 A -10 A -204 �r DETAIL PLANS AT 1/4" ARCH ITEC1'URAL MASTER PHOTO LABORATORY i: .. - 111111111EMMITINNI ( f ' i t t BLDG . 7 034 GATEWAY 18' -4" BE &C ENGINEERS RECEiVED (3TY Or-1 { NO LA JAN 3 0 1;::►2 PL{�1vi1 I' CU.31 Eat Fur 11 A -204 JOB ND. 87060 Orfc moo. 7.034 -A -204 w a CORRIDOR Lia5 0'.09.92 OF 8 t: 1' S!(W C 4 - CEILING PLAN III lag 1�1111�1111 __ I � . 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S - I `I _ - 1111 1111111111111=1111 I ci A ci ci ci 0 A ci ci ci 1111111M611111111111111610 ci 11101 0 P E � •II j �--- II- 1 I. a MillE111.1 AIM= _ IIIENITAW.M11117127eirawe ""iiii=m1=6 I UM % pm _I_If1 c��.IIII1IIIt ci IN ci Ell IIN 11111 IM111111111111 lill Ii. 1111111 ■I_ = ci ci ci ci -11111111111 EN1110111 IMO UMW ■iI:i n lll� I �' =•_ �• =�• =1� NM I I 1� �� :r■� I wi II = _ _ I!I � IM I � MINIM �1E1 I' ME a r•� I II I IIII . � I 11111 .� I : . r B AA AA RAB JTH 9.21.8 10.1.87 11.18.8 01.20,8 E RECORD DRAWING - PHOTO LAB FILM PROCESS T.I. (J #91012 -O65) H DIP TANK (J191303) SR APPROVED DATE 10.8.87 G BY JTH GM APPROVED DATE 1 ISSUED ISSUED REVISED GENERAL GENERAL REVISION FOR 90% REVIEW FOR CONSTRUCTION LAYOUT REVISION REVISION AA TZA GENERAL REVISION REVISION IIIIIII X3.0 ?•8� 11111111 !6.06. -: fi , 1 09 9 izif/MIS FACILITIES DEPARTMENT PLYWOOD TO EXTEN TO SUPPORT MECH SEE MECH. DWGS. -- CEILING MOUNTED CABINET HEATER, D SEE MECH. DWGS. DUCTWORK CONST RUCT I ON NOT ES ❑ AUBURN, WA. 98002 ❑ BELLEVUE, WA. 98008 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, . WA. 98055 M SEATTLE, WA. 98124 I V REMOVE MONORAIL AND HOIST. REPLACE CEILING TILES. HOISI TO BE TURNED OVER TO BOEING. APPROVED BY i raii =ub--- =0= MEI a im=•=EN- 1 MINEWI mirmani # =EMI --- - -M I__ ..1. INSTALL SEISMIC BRACING AT NEW WALL AS PER DETAIL C, SHEET A201.1 MODIFY SUSPENDED CELING TO REFLECT MECH. & ELEC. CHANGES. REMOVE & REPLACE ACOUSTICAL CEILING TILES DAMAGED BY CONSTRUCTION. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. IIIIMAMIL AMR Z 1111.E l REELECTED CEILING PLAN -SOUTH BLDG. 7.034 ARCH ! TECTURAL MASTER PHOTO LABORATORY BE &C ENGINEERS COL 1 -8 /A -E GATEWAY LA „,_ A -280 JOB NO. DWG NO 87060 7.034 -A -280 01.09.92 OF p GENERAL NOTES REFLECTED CEILING PLAN LEGEND LAY -IN SUSPENDED CEILING I EXPOSED STRUCTURE GYPSUM WALLBOARD man MECHANICAL DIFFUSERS do GRILLES 0 SEE MECHANICAL DRAWINGS. ELECTRICAL RECESSED & /OR SURFACE MOUNTED Eala LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS. ci r • ELECTRICAL SURFACE MOUNTED LIGHT FIXTURES ( :__ ?' BELOW FINISH CEILING. SEE ELECTRICAL DRAWINGS. ei WALL MOUNTED OR SUSPENDED EXIT SIGNS. SEE ELECTRICAL DRAWINGS. CEILING MOUNTED SPEAKER. SEE ELECTRICAL DRAWINGS. CORRIDOR CEILINGS DECKED WITH PLYWOOD, SEE DETAILS 6/A504 & 15/A504 PARTITION LEGEND DRAFT STOP EXTENDED TO BOTTOM OF STRUCTURE. COORDINATE WITH MECH DWG 1M260. PARTITIONS EXTENDED ABOVE CEILING GRID PARTITIONS EXTENDED TO BOTTOM FACE OF CEILING GRID (1.) ACOUSTICAL TILE CEILINGS, LIGHT FIXTURES, DIFFUSERS, ETC., ARE TO BE IN CONFORMANCE WITH THE UNIFORM • BUILDING CODE STANDARDS 47-18. (2.) ELECTRICAL DOWNLIGHT FIXTURES SHALL BE MOUNTED ON CENTERLINE OF CEILING TILE AT TILE'S 1/3 POINT UNLESS SHOWN OTHERWISE ON REFLECTED CEILING PLAN. (3.) CEILING MOUNTED ELECTRICAL RECEPTACLES TO BE MOUNTED ON CEILING SUPSPENSION SYSTEM AT LOCATIONS TO BE CORRDINATED W/ BE &C ENGINEERS. REFER TO SHEET E10. (4.) FOR PARTITION TYPES, SEE SHEET A -10 AND PARTITION SCHEDULE SHEET A201. (5.) OUTLINE OF OVERHEAD LIGHT SOURCE, PROVIDED BY OWNER. PROVIDE ADDITIONAL GUIDEWIRE SUPPORT TO SUSPENDED CEILING 0 2' -O" OC & 2X4 FIRE RETARDANT TREATED KERF WOOD BLOCKING ON EDGE PERIMETER OF OVERHEAD LIGHT SOURCE. RM 177- OVERHEAD LIGHT SOURCE 2' -O" SQ. RM 179- OVERHEAD LIGHT SOURCE -- 4' -0" SO. (6.) REPLACE, TO MATCH EXISTING, 15 CEILING TILES DUE TO REMOVAL / CONSTRUCTION. KEY PLAN FI FirC.._.!. i- crry A PLAN NORTH JiII 3 SL • SYY REVISION h .. 8Y an APPROVED , DATE 111 REVISION BY INIIIIIIIIIIIIMI APPROVED _ MO DATE IIIINIIIIIMNIMNMIIIIIMIIIIMIIIIIIIIIIIIIIIMIIIIMIMIIIIMIUIMINMIIIII 1111011111111 . IIHIIIIIIIMIIIIIIIIMIMIIIIIIIIIMMMMIIIII Ss i• C . c• PATCH /REPAIR EXISTING BUILT UP ROOFING NO SCALE • ROOF CURB DETAIL EXTEND BUILT -UP ROOFING TO TOP OF PREFAB CURB SEE MECH FOR PREFLASHFD UNIT PREFABRICATED CURB (SEE MECH) CUT CANT AND NAILER FROM 4X4 HEADER (SEE STRUCTURAL) EXISTING ROOF DECK & INSUL A -160 A- 10 24 GA 61 FLASHING TREATED 2 X 2 24 GA KEEPER CONTINUOUS CAULK PATCH/REPAIR EXISTING BUILT UP ROOFING EXISTING ROOF DECK 1 1/2" = 1'- DETAIL - EQUIPMENT CURB ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED HY PP VE .09.92 A WARY . �; ,'� TITLE ROOF DETAILS TITLE . ARCHITECTURAL MASTER BLDG. 7.034 PHOTO- MARKERS -RAD • COL GATEWAY LAST REVII1 H A510 JOB NO. 91303 DING. NO. • 7.034 -A510 01.09.92 -DATE OF IIII�IIII�IIII�IIII rlrlilrlrl,I'II I w1 ROOF TOP EQUIPMENT VERIFY SIZE AND LOCATION _--SET BOLTS IN SEALANT MEMBRANE ROOF OVER PLYWOOD FACILITIES DEPARTMENT TTIT ih1�IIJl lI�IIII 3/4" EXTERIOR PLYWOOD 3 X 10 WOOD BLOCKING WOOD CANT CUT FROM 4 X 4 DRILL (4) 1" 0 HOLES AT CORNERS REFER TO STRUCTURAL DRAWINGS FOR NEW ROOF FRAMING A --1&O 10 ❑ AUBURN, WA. 98002 ❑ BELLEVUE, WA. 98008 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ® SEATTLE, WA. 98124 1I�I 4 I I,I,Ir II , � , I , I , I , I , I , i ,� I I , No.18 646 Wf w [wu• � • 0 BE &C ENGINEERS FIcLv;E7 CITY OF i tJKWILA JAN 3 0 1C t��i1L'lii C1_iV►�� ORIG m W REVISION ICJ J Fog GON *TIZUCTION S TI Of`J 03 6Eiyow �� - OH - 7.o.e. EL. IO &'- H" APPROVED 10. 1.87 1621 ,E$ 4 Me'.f'A,L ITU7 WALL. t3E COL'S. SEE ARCH. SNeer A, FOR pe•AIL NORTH �L.�VAYION 1/4.0 11 -011 LOOKING SOUTH REVISION OETAI L 1 ' - 0 '' SE AM 61 OMI/TC'D FOR Ct,ARITY SE Il2 = I' -o I APPROVED 4 M ETA L STOP WALL a ,,,1» FACILITIES DEPARTMENT FIN. FLR. SL.. 100 ❑ AUBURN, WA. ❑ EVERETT, WA. ❑ KENT, WA. ❑ PORTLAND, OR. ❑ RENTON, WA. ❑ SEATTLE, WA. TAIL I % I oII 98002 98201 98031 97220 98055 98124 SECTION Ir -ou 4' METAL APPROVED BY ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED SUBTITLE TITLE 14 ruOE HANDRAIL PoI2 LAYOUT $ 17 TAIL 6e ARCH. SHEET A -203 BLDG. 7.034 SECTION L3 x 3'2 x w(2) * A- 25 +3O4S KEY PLAN DEPT. J� SNO. • $,000 I sew ENGIPMERS •GATEWAY PLAN NORTH '"DID T,at4y. . . CIT\'•Ur `CuvNfl.A JAN' 3 V �;;; : • I'LI�IVi) f. CEN ILIt SRC DRAte 6i 00 $0O0 4075 R E V 7/ L 11111IIIIIIII "— L I'IfI' � !1'I' __ "1 '11111! VIII' 3� 1' I' I' � II' 11 '1'lllll1 . I 1111; 1 ' 11111111 I 11i11III 1111111;111111111 1111111 i No.18 T .4 VIP TAME- ( N �v✓ �$K 6W-L.&M TYr OP -9 PRO•frils. REVISION r• 4: f3A\t /.5 24.'- 7v ! • - .._. -. -. . - 1 , JAL- 1, --A'v G Root • I r ; a j I N To ✓ FRIII ! Z ft ate I -o t l M a OPE J JGev \ \ /ID c. iv 0,G,., 1 0 AUBURN, WA 0 EVERETT, WA. 0 KENT, • WA. 0 PORTLAND, OR. 0 RENTON, VGA. 110 SEATTLE Cift C.40t4leYrikUdTIONI tz6v 4 ,10146 `t ^ tiY APPROVED 11. !1► P17 424114v APPROVED ,11 Tke. ?Rue. L.00A1ION ©r. ALL 1' RoOP DPe.I4 t1Cs% WILL DEPet4o ow THP. psor ?ION Or. . me. eXIGTl NG 4 I47 RoQP PURL; N (6. ! WMCN LOC.A'CIti4 IMP °PENIWC2r Do No GUT ANY eur goop purzuNe . 1 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 15 APPROVED APPROVED BY DEPT. DAIS SEE SHEET Si FOR GENERAL NOTES 1. THROUGH 6. . ADDITIONAL GENERAL NOTES 7. THE DUCTWORK FOR THE HVAC AS SHOWN ON DRAWING SHEETS 1M -10A, 1M -11, 1M -10 & 2M -11 SHALL BE SUPPORTED AS FOLLOWS: _ A) . DUCTWORK 18" DIA AND LESS SHALL BE SUPPORTED BY EXISTING 4" X 16" ROOF PURLINS. THE ALLOWABLE LOAD FOR MECHANICAL DUCTWORK SUPPORTED '> BY THE EXISTING PURLINS SHALL NOT EXCEED AN EQUIVALENT U.D.L. OF' 8.0 /LIN, FT. . 8) WHERE THE DUCTWORK EXCEEDS AN EQUIVALENT U.D.L. OF 8.0 #MLIN FT,. 3 -1/8" X 12" G.L.B. SHALL BE PROVIDED IN THE LOCATIONS AS SHOWN. ON • STRUCTURAL SHEETS . S4 & S5. C) THE CORRIDORS AS SHOWN ON THE ARCHITECTURAL SHEETS SHALL 'FULLY SUPPORT THE DUCTWORK THAT HAS BEEN ROUTED ABOVE THEM. D) THE LARGE HOODS IN THE WASH -OFF PROCESSING ROOMS SHALL SE SUPPORTED BY THE CEILING JOIST FOR THOSE ROOMS, AND IN TURN BY THE METAL STUD E) THE LARGE DUCTS IN THE MECHANICAL ROOM SHALL BE FULLY SUPPORTED BY STEEL FRAMES BELOW THE DUCTS. F) . WHERE THE DUCT WEIGHT EXCEEDS 8. # /LIN FT AND ADDITIONAL FRAMING HAS NOT BEEN INDICATED ON THE STRUCTURAL DRAWINGS, NOTIFY THE ENGINEER OF THE SITUATION FOR HIS DIRECTION G) INSTALL ONLY THE ADDITIONAL FRAMING THAT IS SHOWN ON THE STRUCTURAL DRAWINGS. • 8. MATERIALS A) TIMBER 1. ALL LUMBER SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER LATEST EDITION." 2. THE GRADE OF THE LUMBER SHALL BE D.F. DENSE #1. ALL'WOOL IN CONTACT WITH CONCRETE SHALL BE TREATED. 3 GLU- LAMINATED W000 BEAMS SHALL BE DOUGLAS FIR COAST REGION, 1 KILN DRIED STRESS GRADE COMBINATION 24F (FL = 2400 PSI). 4'. HANGERS SHALL BE SIMPSON STRONG -TIE CONNECTORS OR APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS 4 ALL HOLES SHALL BE NAILED. 5. MACHINE BOLTS TO BE A -307. BOLT HEADS AND NUTS BEARING AGAIIjT WOOD SHALL BE PROVIDED WyTH STANDARD CUT WASHERS. .,`'..4. k} ^ij Ji''$' I2. uj ' /'►J`� �t9Q B U T' r Q �.. Mt $J M U M L 4 101.1 hl g � L vOL1RA 1 �1A1 - � LLY�I�.TI4PJ ZD D N Ems✓ efr ,m \V ITH MOt.40 R,p.1 L.. a, F'PL ER , s6e, AL t1, ae1'' A- 2-6o. (-ONYP1)41'OR OO hHALL Pav IDE P I Nh�L L.� N W i � pf,H M 1i'N MQD t 'L1PPTPo� ED �I(� i3`( COMMON I200P W P)EAM P ■ I wDi i Nfv ONL ( vt�� MONORAIL. hkAl,L.13 . i 0 AT A �. TI ETM T�R ING,, , T 'p IGrN SMALL aL)O L.1610 THE OTHER ROOM' wiTN w1HIGH 4e . MOt1ORAtL (4 M1j60T 56 COORPINATEP, IvINIP/I�Y s,� i0 k RDWOO17 F /-+1 t, 1�4► RI:P REMdYE 3 x tE Cpt-) ToTo 2.4‘6'5 v '(1511•4b pErIETPATIOt4 SUSTITEE R CElV(rJ. : CITY OF TEJKWILA> .1 AN 3.Q 9 P RM i . �.} Il rt 11 r 1r,.rti_ ri ' I I I I �l q'T iJl TII I�1WTIi 'p lil I -I' 1 TI1 1� r p " 1 1' I +1 12rr� I 5� 1 � r 6` 1 No.18 e1` a rimer .... 441; S 111I ��I� ��I�� ilr�� t�` ��I��i� iii�li�iii�iliiii ��i�� • '�.T'- "']i'cr Ihc��i"«►�k7 `ia��".'3TPK1:Ci ^.`t,:.Y/.' APPROVED /21,07 5.,14,0V REVISION F� 155uILo Fog, GoNgTI@UGTIoN o 1ZEVI'IDN S • � f5 MD 4 R IL am-ILo 00 4000 407E PI E V. 7183 REVISION bib' ..c3 pecAMg• FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 0 EVERETT, WA. 98201 Q KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 ® SEATTLE WA. 98124 APPROVED BY DEPT. SUBTITLE PHOTO LABORATORY p 1 P TAIL LAST REVISION SYMBOL CAT EWA Y' SHEET JOB NO. DWG NO. L.034 6706,0 y2 DATE 4 OF to E ST. 4x1(3 SIM 41 -ry COW pak.I' U,44 uN IT?T 3 dI LU - LAM -T-(r 81 f2 614.1- L..M T -, 1t Vf. I2 R. i�i,I 0T 1 j I sI 010,10s as F40 s' LIG h IsF ixrdi 'I 1� I -- - - - 5-4 I /IIa II•a1' (4) R fJ F I ICAM I -- -- — Q' R.a� R.a. e. 4 � -7 M N I FAN (e, • � 2 r% „, 10_0 sI 1 I S r :r t , PA RYI,.1.. R w FR.A,M Ik1 4If A•lo Pork *11J © wo4.4, Ler,Ie.10 0 r a •Otir D •& �. i C I ? . 4I. 5• G. 24 5A, t;4 k T- 5- THE. 'mum. LOCA'f IOt4 OP ALL . I ICO0P DPP1 WILL pepet4o' ON 1H0. File,IT101.4 or- Ma CXIbTING 4."+c IG" Roofs PUR.L1N5. WHC1J L.Ot'.ATIN4 /Woe oPewit4Gra. Do NoT CU? ANY 6,X15?1NG Fe.GDFI PURL-INS ■/Nll. P. vaaD 62.10• Tp N lay✓ F2r 1 I J NI-1b a OPJ�►JG5 W/1a4 L° 4 "0,4.. -(P [ [ I T r i , I ,�� 'rl - Li. t I i I 1 I ' � I I ' I J I< NoJB 4+j �er.n Vj i 111111 i 1111 i 1 1111 1 01110 1 61111 i111lifii iiiilriiI ii ii 1 li11 ;lR i�i�liri�. il�lii�iC�lilil��ii�� (�i��li��►�i�i " 4 R 4 nuGT I' I- ININIMOVISizt $I ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 2.! II SEE SHEET S1 FOR GENERAL NOTES 1. THROUGH 6. . ADDITIONAL. GENERAL NOTES 7. THEsOUCTWORK FOR THE HVAC AS SHOWN ON ORAkING.SHEETS 1M -10A, IM -11 1M -10 8 2M -11 SHALL BE SUPPORTED AS FOLLOWS: • A) DUCTWORK 18" DIA AND LESS SHALL BE SUPPORTED 81 EXISTING 4" X 16" ROOF PURLINS.. THE ALLOWABLE LOAD FOR MECHANICAL DUCTWORK SUPPORTED BY THE EXISTING PURLINS SHALL NOT EXCEED AN EQUIVALENT U.D.I. OF 8.0 M /LI$. FT. k 8) WHERE THE DUCTWORK EXCEEDS 'AN . EQUIVALENT U.D.L. OF 8.0 # /LIN FT. 3 -1/8" X 12" G.L.Q. SHALL BE PROVIDED IN THE LOCATIONS AS SHOWN ON STRUCTURAL SHEETS S4 S S5. C) THE CORRIDORS AS SHOWN ON THE ARCHITECTURAL SHEETS SHALL FULLY _ SUPPORT THE DUCTWORK. THAT HAS BEEN ROUTED ABOVE THEM. 0) THE LARGE HOODS IN THE WASH -OFF PROCESSING ROOMS SHALL BE SUPPORTED • BY THE CEILING JOIST FOR THOSE ROOMS, AND IN TURN BY THE METAL STUD WALLS. E) THE LARGE DUCTS IN THE MECHANICAL ROOM SHALL BE FULLY SUPPORTED BY STEEL FRAMES BELOW THE DUCTS. F) WHERE THE DUCT WEIGHT EXCEEDS 8.0 MIN FT AND ADDITIONAL FRAMING HAS NOT BEEN INDICATED ON THE STRUCTURAL DRAWINGS. NOTIFY THE ENGINEER OF THE SITUATION. FOR HIS DIRECTION. G) INSTALL ONLY THE ADDITIONAL FRAMING THAT IS SHOWN ON THE STRUCTURAL DRAWINGS. . MATERIALS A) TIMBER 1. ALL LUMBER SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER LATEST EDITION." 2. THE GRADE OF THE LUMBER SHALL BE D.F. DENSE 11. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED: 3. GLU- LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COAST REGION, KILN DRIED, STRESS GRADE COMBINATION 24F (F IL at 2400 PSI) . 1 4. HANGERS SHALL BE SIMPSON STRONG -TIE CONNECTORS OR APPROVED EQUAL. ALL HANGERS TO BE•FASTENED "TO WOOD WITH PROPER NAILS ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. BOLT HEADS AND NUTS BEARING AG W(Kilii 8E PROVIDED WITH STANDARD CUT WASHERS. N ✓ 5,1 I2 CrLU Fvi► stll:12 r OF; 200 Le) Mhx.I M U M LG.►D Male►., L , GOafup I INIA Lit-0.110W aF i•+ Gam% oi=r.iei \V i i ri n%IQNO RAI L. 511 PPL.I f - 5 e4 1 er A.� Z €o GONTI¢AGTOR',HALL rt20VYI a » Ap D, I L.t ST A 616 04 !s✓pA�C4 go/ WITH A MONORAIL. uPpOf2''ED t3 GOMaiON ROOT= iba■M I NDIGATI Nor ONL`( ONe MONOIepsIL 6 (,1 t.1 AT A-rime T . 61441 sivkLL AL50 LIST TH6 oTE12 Room6 wnTN wi i til0i4ORAIL..1A6a MW ,i' PEE copra iotTEp, MIw1MV m 8 x 10 1Al29WOOP FI?AM5 Es 1/411 tar, L5T` aRit44', 0 A Ft • I . ..EE DiLv-V., 5500 lb- cods - 11 2 u C.Ttcri Hares 7 ' 7RLfr_- TUIlAL H oTE S UNIF224 OiSrRI Loy. , ' k61 I 'LAw b • RI::CI:IVED CITY OF TUKWILA oRTHJAN 30 192 PERMIT CENtER 0 m LU SYM 0)0c4, Revie,v, REVISION IE>N.J 7 Got. reflau cii. lot4 :E.e,irldIJ M APPROVED . 3.21, VI APPROVED 11,20,e) 3. GATE REVISION RE- G6420 OR,a wINas rHoT PKOCEI.ING I°.00M i i0 Ell 1 h R%AW 114 11.1 ,8 Ell DI 7;40 ADD HEJA s TitEri u) J a BLOC.. 7.'034 7 OF 10 PIP TAIt._ SHEET LAST REVISION SYMBOL bAo..ir 6 41-U- LAM at 4-1 \locz o-o" FI tJ FL \ t-xisr 4-I' SLR► / 4, MoL.T td� 3" JIr ' Q Pro' \v G CA9TroM NcT�' CONTRACTOR e,p AL.L c.00RPI NATe FIN�►,L f LOGA TIDN WI A f'Ck4T [ERGS GIGJJ .I., R REVISED SECT►o i C a t 1_ 00 6000 4075 REV. 7/83 11/0": 11 -Du WA) o7 TNRU (2) Et'17 ^ioIJIJ °.a`'' G I.R GG TI! °Laa1' 3LtIPDRT k-ct&r !,W/ " e Lu - LAM • /-- T /611.L,6. FLUrat+ ANGo.INat' (°L•(wxt G 44. C'i 45 FILL T 1 11_ I L D1 , I � a 1 1 = I I -a II I C>IM *NAow I-60 � ; -(,x (.9 wile_ cp ' NOII4 — G4AL1/ PIPE c 4M ` FC i o'er ! .t• M �yn� • ... V 9+r 6 /POp7C 1211 Atli -LAM eSM ( LDG ^1c '% T J L`( \\A-1Ee,e St 1 "'ow N Rc>o t=' FRAM 1 fJG I°I- 44%1'2) w/ IMPSoN U ZIr -2 EA O • MI MANN •111111•1•1 • • ••■••••••••■T"."'"" 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Tyr. 60h1G1 OR 6Q , \16•RIt¢.. . %S I r. 1 5.3" 4.,d" 11 POLY OK AI N MOtOUL.APL CAT 1,KAINAG6 SY51EM 10 d (JAIL x3Z' t-t e 12"C /C (TYP e)U I LT Ut ROOP Soo 2 - IJEW 2 • ¢(NP) C I P L y 4 L( €12'c,/c I4yJ 3' iLC4L3 oUG1_ ',U PR 5 Y +/AG Go t Cs) 3 / 4 44 cowc. AlJ fif-tD I � *meet, 3ve AUBURN, WA. 98002 0 EV E R ETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 ❑ RENTON, . WA. 98055 Of SEATTLE, WA. 98124 � r1111111111_ I , il i' _ 1 Iiil ii ' r1111 � rI l i piii l l i l i fil l T ALI 71111 21 31 I 41 I56` W111111111 I6 w�T '` II � ` T E T T ✓% TI LT -UP I V cri OLl 4,G, RaOF M UU6grat , Gr�tJ G tJiR. u IJ rr (TOO? OF N'cW 3 '/j 2`• I LB 5111QSoN wait. U 2b Oil. APf toVET), PREFAB& 1cA'tE.P A•31.. STEEL HAIJy E . (CONNECT TO 2:$ 4 4 coo, I,Ooo* MIIJ . V Eiz1 CAP VJOR.KIN(i LOAD ) (TYP) S UPPORT Faza RooF p4 UNx Gtr opeNlev .. UPJ IT SECTION I%211: I'.op 1 (2) 3 /4 A307 114r -u 1 5 , 9L.1 te L rt l�l�v S 12 bLU -1.#5.M e.M 51MPSONI }aA■1(j61t,. - TYPE LEG 3 12G:140../ W-..,,ce--A N! G ►JU = :1 A.10 1 NSr,N L N 413'1 UNc- Ofr OF PL.-N.00 p R DpF, f+.IR, 1 1=1raol.AT- IaN H■ P e.4 APPtoV- ! o ' dRUoTU F P. 4.144It4E6Pit Mi tat-roI.AGE 1 LAT1 cur arras..14, sw I NJ *wear RoOP P`�Ft Nom✓ al GT ' ?r 4 :1(� PURL I N ----� SECTION 14" Icoo I/ 4 Gd.P vt `K - o G - 1 9 /€'x" i w igUeir o*. tiI r t N TOP Or NEvJ 3'/& I2" 41-13 NEIN 2'6 � 51P1 oN HtAZ U tin O2 A ?PRDJED PER FABittCATEA A 36 STEEL H KiE re. J 1000" MIN. VERT CAP tNOR.MAL WORKING Lo - 1 - "rel6ki. 1140oF OFE1.I11•.JGi • 6 T FL i4E / 5-5 T'S 3�3 gr 'B -1 I 15 - 1 /4 N.S. L 53/6 )4. r0'- lo (LL.W) POP. E RI TIQN 0,01 -- �o/t _c' To ES - t 4 5 1-i FP b 1Jc4 Lk I►J 1-(f' aL.L pJJoUr.lo 111 1T- UP 1GOF - -- IIJgUL.ATIaN r v.S, IU$' II" 12. 41_ t3 (Npn/) FOE $ALANCE Q CALL OU1 S SEE ECT. 5 - 5' S- C. FOR 4.fi•IJGS OF . • CAJ..L..DU'1 S- RI RECEIVED CITY OF TUF;WItA JA 3 - 0 1992 PLII MlIcf.:r• Tt —TS ,x0 0 m 1z 1 Rr CR,eNwIt PHOTO I INOOM it 0 DO *goo 40715 PIE V. 7/83 --nuommossoismonsommor i I 11111 l' ri tirrilt11111 p 1 rp ITIVIT111 I ' ' 2 - =1 I 41 I • 5 ' I 6] • grsp....r-• • v't [1111111111till tili14111111111;111411;1111#11I10111 2 1111111111 1 1111#111111111111111 1 111AIIIIIIII 0 0 • Cqt1"TfkLIC:L. OT I. Sm4 Co axlVtItiC, St.A al 612-Aba.noircE NEbI - n2€4 4N .Fgp- w,..nct4 2 24 • - a APPROVED ■ - • Tr. 4'#1' II - 4111 17 - 1 Lr Its co- 6IM 6 r3 4 imm11 I 11 1 OF MAN ( - T - ( eL g14)'-e." - ryP Al' 1-kiG)4 Polwt S • REVISION 1 t2MANNI 1)1p arAT41 (Apo fl grati,o ..4•11MMIONN9M11..11■•••••■•■••110000111.11, Torii c; °KAI 14 L 1)& Tye. Ar C.ONI•sec4 Ot4 WiTh lIZeNC.14 - r-'P le.p...1- (4& I M I L FOR 5 . e , ALL pire - It r I tYP BY Hs «D) 046.45(10. 1.4. i47 (■;1 :2Leo 04 1 ed-3 111 111 V ?XIV 1.9 9z 111111111.111111111 11.111111111111111 5 2 3'4 • -t- II 1/6 1 0 . ( 196.05 4-)Hou i : rse 3r Typ , a5 5 3 1 0 3 a 2 10" 4 p ;. ,Innormer Iwo AY is= 1 7:pira CAN 3 PO! KEP. 1:7ATUM L. 00 p REVISION Felt Cda...bajnaUarle0r4 RMs/Ittg.t: Tize-46H CDRA.114 011. gRAL 14VIWP46 121 c r,„ris rzwilwil DATE WA. 11:90)..e8 1120.89 S4 AirilIEZAW FACILITIES DEPARTMENT I 12 0" - (4 -(0" 5ft,W CUT 1._ 5-b Id- Id' r3,0,o. etel'-b" • If 14'-V 7L IO" O AUBURN, WA. O EVERETT, WA. 0 KENT, WA. D PORTLAND, OR, O RENTON, WA. • SEATTLE, WA. • I F ! ID_Y4" 98002 98201 98031 97220 98055 98124 U 11 1111W 11110 T •411111~4.11 •••■ OhI 6. o,p. elq '-e.p TYP ' 1 1' 72t7s 0 APPROVED BY 1V4" e/.■•••••10 ▪ - • ICU • Fat oit.016 , ....7 ,:•,.. - 74 7: .- . : a '" a ,- 574: - ..i I 1 ''171..: -,.,, r4"...21 ,- ?:7.....c.73 7. :.,, .., .,..2 , • ...'..' ,.....".' 47 4* '.., -• -.4 .. . • • • r '"• •••• • •'• 4441•1: "44 • ....••••••■ ••• .4A4 . 7• ' • iy7 - , .- ••■■•••■• ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED -OP \ f i• PC.I1Oki f-0" 1 A...5F146.1-T pAtba..4 F..1 - Fog,. Pa' 1:10-repk.IL. '54St. Sktr, 5- 1 .5-e) 0001P, Aktz5., a1 140l41 I/4 e %woe GrA096 11■1 6 Aqo ea-r_loo OF lateNGH 'GAL., FOR paTAIL„ OF ir..6S0 Maal 614t$1 Pe1i5C0 Hoie CONTRACTOR to (2140frrip*i (eHtke cog 14i4(iT14614) PF„?‘14010 QIJ Pirve, TO AC(00140PAltP I 9ouir3i,5 vvAL,10 PIP5 ma&H 5G) 3•41_ (2) # 4 1011.20- pogy130NPIN6T At4sN1, 66g No"r6 X 16 GONG ON CilzADa 1.11 /1; SUBTITLE -s • C " 1. 664-16(7. 40 PVC. pi r"6/ 1 /4.tif2ve,. Ft. PLA0646 ' - to )1Ae.N t2f ILA, 5" INTO e-xTcq, SLAB PoP, 0 4 ,k 5' a TYP HIL.TI 14VA ANCHOR OP go, AL Lao 1 L• 77 II ; ' 01 1 .4 II ••■••••••■• ..••■•••••■• ■•■••••11. •••■••■■■••■••••••• 2 • 6AW GMT- , pipe cHAlve I op •••••••••••••••• NW GONG 6L,a6 Ov6R e'imeiel, Pipe 55C:110N Cr' -Na.NCI-1 t•.1 12) Tie " i 0 TREst4G4riv-PftkR11,64. FiRloT FLPOR PLA41.1 Pi:161`0 LABOIATO a 4 11110111 MIN sAW CWT 416T' GONG or4 Alava - 'TYPICAL. PIPe CI-4A65 De.TAIL, 11/2 -Pothr4 DAGK6F,P\OP ') &,''-C1 HARae.t.4114C1 1 111.1C,Okle CAULK. fi / 4" STe.e.L. P) 1 /4." I( 1" w l iJ CA C.OLL.4." 2 T (!), 12 Apr 0 0, 0 'ff. ovi ° O k T ° n'o ------------,--------,_ -` A I. see D14.40. 65c0x21.. A 6TilikTUFf4l. HD GoriVrit oCriorl avg. .........-------.----- WtAhvilpg& -W2 %W2, " 1 • r :I • . d 3/1€0 V compAcrw A.M1LL OVZ 51.4121*0 ripe, - ro FOR VAPOR OARFUER 4 ).6 (-OWTIMI/Its i gaINF Th /knot' , Pre GHAT sit 1/411 4ALV Ft„ . rat.4+41,400414 ( 1, 0 I E :I:A JA N 30 1S92 Pip . SHEET LAST REVISION • to ▪ NO. 0 GATEWAY 9 I. G9 SYMBOL DATE OF i0 I MAP 'solomaxis rr rn P.) , 1b' 0 m < m lifil IiiiM8 1, 11 El IT ig rm die L . , , , - , 9, rift ' . , t 11111 , ;E` till , . oll , limb , ,. <U REVISION gz 11111.101111111111111 MIEN DATE ASSEPIOYAKff FACILITIES DEPARTMENT O AUBURN AUBURN, WA. 98002 O BELLE UE, WA. 98007 O EVERETT, WA . 98201 0 KENT, WA. 98031 El P ORTLAND, OR . 97220 C7 E ON , WA. 98055 ■ SEATTLE , WA. 98124 i• MI= 6ittikl:M1111111111 DATE ACCEPTABILIT`t 'THIS S S 1691 A!�?� SPECIFICATION IS R BLDG x.0 4•` . DE &C ! -1 12 ADD DIP TANK SECS & SAILS STRUCTURAL MASTER IHVS500D LAST NEVI $ ION "M S50U rendooi. DATE JON NO, 91303 coot. * GATEW D "°' 7; 03 -5500 1 • Y. 3x10 CURB BEAM 10d 0 6" 0.C., STAG., TYP. 10d 04" 0.C, 2x4 EXIST. SUB- PURLIN EXIST. GLU- - LAM BM. 5 1/8x12 GLU -LAM BM. SECTION 3/4 " =1 3x10 CURB BEAM IOd NAILS 0 6' O.C., STAG. 8d 0 6' O.C. I'-6 3 4' I ' --3 7 8' NOTE : TRIM THE INSIDE FACE OF THE 5 I /8x12 GLB'S APPROX 1 I/4' O LOCATION OF THE DUCT PENETRATION ONLY. Ir 9 2x8 CROSS MEMBER UNDER FAN'S CURB BM. 6x12 DF #I BEAM C6x10.5x1' --0" 2 -5/8 BOLTS, 3 PLCS. 3/8 "e IO"xI' -0" SHIM WITH PLYWOOD AS REQUIRED 3'0 STD. PIPE COL, TYP, EXIST. WI0x17 MEZZ. BEAM REV6Sr I /4" BASE e SECTION 5/8 "0 BOLT, TYP. 8 PLCS. 11/2 1/4 S3,S4 S500 C S500 NOTE: STUDS ABOVE CEILING SHALL BE LOCATED DIRECTLY USE NO. 6 SCREWS TO ATTACH STUDS TO THE TOP & USE 2 #8 SCREWS TO CONNECT BLOCK TO EA. STUD. USE I #8 SCREW TO CONNECT STRAPS TO EA. STUD. CONNECT STRAP TO EA. PIECE OF BLK'G. EFI2 & 3/4'= .rr T� ri Tr .�� r � � r . h � T r � -r T �.. � r ii i rji 3 4f. EFI4 SUPPORT DETAIL Ii Yj tJT1 I I 5 l I F� I6XHD358 'ANGELES' STUDS, TYP. CEILING ABOVE STUDS BELOW. BOTTOM TRACKS. USE 4 #8 SCREWS TO 10d 0 12' O.C. TOE NAIL, EA. SIDE, STAG. 4x6 DF# I BEAM, USE "S 169SON" APPROVED CONNECTORS FOR ATTACHMENT TO PURLIN A THE EXTERIOR SUPPORT #8 SCREWS 0 8" 0 TOP A SOT. TRACK'S CONNECTIONS 3 5/8' STUD USED AS BLK'G W/ I6GA. I I /2' STRAP EA. FACE CONSTRUCTION NOTES: 3 5/8" STUD WALL W/ 5/8" GWB EA. SIDE I. CONTRACTOR MUST EXERCISE CARE DURING 3AWCUT OPERATION TO AVOID DAMAGE TO EXISTING FOOTINGS AND UNDERGROUND UTILITIES. 2. NAIL EXIST. ROOF PLYWOOD TO EDGE MEMBERS (PROVIDE MINIMUM 2x8 FOR EDGE MEMBERS U.N.O,) USING 8d NAILS 0 6 O.C. 0 ALL ROOF PENETRATIONS. SECTION 3/4' =1' -0' M504 , 2M 10 S500 SEISMIC ISOLATOR dr 1/4"0 BOLT 0 EA. CONNECTION COMPLETE W/ LOCKNUTS,TYP., 6 PLC'S. I4GA. BENT W/ I/4 "0 BOLT A LOCKNUT, TYP. BOTH END LI I /2x1 I/2x1/4 rE .1 5500 STRUCTURAL NOTES: I. GOVERNING CODE: 1988 UNIFORM BUILDING CODE 2. DESIGN' LOADS: MECH.UNITS TOTAL WT. INCLUDING ALL MISC: EFI2 & EF 14: I20# EA. EF 13 350# EF 9 250,# 3. STEEL PIPE tOLUMd: ASTM A501 GRADE B, PAINTED 4. MISC. STEEL: PLATES AND SHAPES ASTM A36 5. WOOD FRAMING: DT FOR SOLID SAWN BEAMS AND 24F —V3 FOR GLB'S 6. WOOD CONNECTORS: PROVIDE SIMPSON APPROVED CONNECTORS AT ALL CONNECTIONS UNLESS SHOWN OTHERWISE 7. ALL METAL DUCT BRACING ELEMENTS ABOVE ROOF FOR EFI2 8 EFI4 SHALL BE GALVANIZED A PP R OVE F EB 1 4 i! BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 3 I) 11592 . P F )T CEN En 0.1:09.92/