Loading...
HomeMy WebLinkAboutPermit D99-0073 - Museum of Flight - Raised Floortiseum.of.FIight City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Signature: Print Name: '1C6Gvd.( 332404 -9019 94.04 EAST MARGINAL WY AOT DEVPERM MIC /H 001 North: SEATTLE License .: Fire::.Lo.op Hydrant': N' South: Sewei^: s l o:p DEVELOPMENT PERMIT S Occupancy: PUBLIC BUILDING UBC: 1997 Fire Protection: AUTO FIRE ALARM ..0... East: .0 West: .0 EATTLE' OCCUPANT. MUSEUM" OF -'FLIGHT 940;:4: EAST MARGINAL .WY S `TUKWILA :WA 98188 OWNER MUS 94;04 E `MARGINAL WAY .S � ,07024 -00, SEATTLE WA' 98,108 CONTACT ;,RICHARD BECKERMAN '-' -Phone,: 206- 764 -5731 ,9404,!'EAST MARGINAL WY, Si, TUKWILA WA 98108. *********** *, Ac.**** k****** 4*****'* . * * *. **•k * * * * * * * * * * * * ** ** * * *.ik * * * ;k * ** ** * * * * *k * * *** Permit Desc'ri,ption: 'INSTALLA FLOOR SYSTEM : WITH STAIRS TO PROV VISITOR;ACCESS TO ** * **** * ** (c: ctr* ic*** k**.***** 4k*******.** *.*********,****** * * * *. * * * * * *.;k * * * * * ** * ** ** * * *** Construut1on Valuation $ ;12,000.00 PUBLIC WORKSn'`PERMITS:: *-(Wa'te'r Meter Permits Listed Separate) Curb Cut /.'Acces's'/S i dewa'l k /CSS N No: Flood Control Zone:.: 'N Hauling: N Start Time: Land Altering :. N Landscape Irrigation: N Moving Oversized Load: N Start Time: Sa6itary Side `'Sewer: N No: Sewer Main Extension N Private: Storm ;Drainage: N Street Use: N Water Main Extension: N Private: N ******************* * * * * * *k * * * * * * ** * * * * * * * * * * *** TOTAL DEVELOPMENT PERMIT FEES: $ 349.76 *it ********************** k***k************* *•k* * * * * * * * * * * * * * *k * * * * * * * * *** Date (' -V --cn Permit Center Authorized Signature: I hereby certify that I have read and examined to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development emit. geir-criti �... _n h, d f1, 1;4- This permit shall become null and void if the work 180 days from the date of issuance, or if the work for a period of 180 days from the last inspection. Permit No: Status: Issued: Expires: Streams: D99 -0073 ISSUED 04/08/1999 10/05/1999 Eng Appr: `Size(n)' .00 End Time: Fill End Time: Public: N Public: N (206) 431 -3670 this permit and know the same Date: -(9' is not commenced within is suspended or abandoned € GITY CAF. T J WI Address. ` 9404 EAST MARialNAL W Y S Per °rri7 t No D9 UU ?� ;salt e { Teria� i p tatu, ISSUED �Tyr D.EVPERM Applied 0' #104 .199 areal # 132404:4,901 48 'Issued 04108 1999 h** k * * ;* k* k ** *. ** k* k; *k k',•k; * **•k * *k **. *!r k* ** i* ** * *:k k ** b*** * * k k k'k** k ** k *' * k* k k:* `e. 'mlt r .:ond do n .: 1" $ Ncr changes: wi 1:1 be made.`to : th e p la unless approved : bv the ngineer and the Tulrwi la uB�i;�ld.3r g_ Di;;ris�ion 2' rAl 1 cons . ta b e d n ..,. l c ort ; ,e�ce ,,wi •appro Tans • and r e ct q u i:rement s ti �of t U toTin 'Bu. ;l i''f n.o Co de ( 1 tEd �itio n ) as meti�ie+;,- `Clnifol�ni, Mech t�i cal C 'dez( ,997 Ed tion�) , h a �• ..� 1 897 E 1 ti onun ; .sand Wes i rr'gCO �'�.ixa'�e EsO x9� , d e : d n 3 f y j i � Va`l d i.ty of P i t:: Thy' iY s tance: o i s p e' xnr1 t`' or app1 l of r i �',�' 4.if♦ w .. �, r> ank a l` s .(;,, catr wn ad m� .n ti s .hl l po t, e.. • � � e' .M1 `;. d i. .': � .ca f t Y 4S �1 R cr • '�. a9 at� � Y •} b� b : n :y ;strue to b a �yerzttti' f:or, o�r� an.. a pr�ou T of 3`? n �� �t p 1p t3 x i 4� y , of any theF� p;r ov�.1 ions of -by l 1 d i ng :code. or , .'0. t an : t ot ,her; gr n o f : : ,.l ur i d i t1 on N0• ::pil' e.n r i t : ''D : re s u.nm i ng to M gi;v+e u to v >iol ate4�or' cance�1 szions, of t hisk, a v !.:� t y or S t. he prov t Taierry •;�S cod ��5t'r'a i : v k l d.. .4. i :• `� P 5 F 4: El;ectt cal perm its s,ha l be 'r bta ' i ned t hr.o:ug h : th+e ,,WJ 1i1n a Di }tan,; ;L ; ;and ..T�rdu and a,l l e.7 e,c t is a 1 e wo r r � w ; i DO. 1 be i n b' r ..0? � a • c 4.L .66:.0) ;. 1 , p erm it i �1"nspeet0ion r e�.ord,�`:.a�rd.r a pp`r. ae.d pla ; ia l T be r .; av i able t e th job ,'i,.te �spr.io t t }, tie l's.t:ay f. of any can stru t T do me • ,are `tot p,v fi a n d avS iNl- r t ab' a ant i 1 f t i�tl =1;` i n .pe -c i on appr l •- 1 s ',.gran ,te �i ''..#q!. -:'• • Project Name/Tenant: Cockpit Exhibit Raised Floor and Stairs Value of Construction: $12,000 Site Address: City State /Zip: 9404 East Marginal Way South Tukwila WA' ()AMR Tax Parcel Number: 332404 - 9019 Property Owner: Museum of Flight Phonpl (206) 764 -5700 Street Address: City State /Zip: 9404 East Marginal Way South, Tukwila, WA 98108 Fax #: (206) 764 -5707 Contractor: Barclay Dean Architectural Products Phone: (206) 587 - 5353 Street Address: City State /Zip: 667 South Snnqualmie Street. Seattle. WA 98108 Fax #: (206) 682 -3537 Architect: Gregov Architects Phone: (360) 437 -7629 Street Address: City State /Zip: 62 Keller Lane, Port Ludlow, WA 98365 Fax #: (360) 437 -7638 Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: Richard Beckerman, Director of Facilities Operations Phone: (206) 764 -5731 Street Address: City State /Zip: 9404 East Marginal Way South, Tukwila, WA 98108 Fax #: (206) 764 -5707 Description of work to be done: Install a raised floor system with stairs to provide visitor access to exhibit Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University Q Other museum Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse 10 Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ® no Existing fire protection features: ® sprinklers ® automatic fire alarm ❑ none ® other (specify) 24 hr. securi t: Building Square Feet: 185,075 existing Area of Construction: (sq. ft.) 372 sq . f t . Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUK'' Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST. FOR PUBLIC WORKS SITE/CIVIL.PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): Cl Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s)• 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous CTPERMIT.DOC 1 /29/97 Project iNlirtiliel °j Permit;Number: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 5 Date application expires: Applipat on taken by: (initials) /9 4 PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW`'IER OR AUTOR/ZED AGENT: Signature:Z a / u Date: 3/3/99 F5' 'ett' Beckerman, Director of Fac. Ops. 12060 &64 -5731 Lax I Phon© Pax #: 00 Marginal Way South City /State /. Iwil 98108 ALL COMMERCIAUMULTI -INWILY TENANT IMPROVEMENT /A RATION PERMIT APPLICATIONS M T BE SUBMITTED WITH THE FOL OWING: ■ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ® ❑ Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : Cl ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ 0 Floor plan: show location of tenant space with proposed use of each room labeled ❑ ® Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Vicinity Map showing location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ® ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ © Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. O ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ® ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ® ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. 0 ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296-4787. (Form H -5) El ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPI.RMIT.DOC 1/29/97 . .,. ****/.* *h** 4 .F* ?,'4(.*.*:/.c*ft'k'ir,***.**,*.• . : 0, I T V;;:' C) F '"`. T1.1, KW ;1 :' , " 1:4A,:.-' , • .: - , . : ? TRAPISMIT .. .,...,,. , .., *A *k**- * *4"-*/Pvirlsr'1*".*' T fi .. 1 1i Mi t.; ' `il 1,l ill b 61'. , R 9 Ei 0 0 0 4 .) 1'f1 gl CI ll 1 t it . ; '' . ' 2:13.: 7 5 -04/ 14:14 , , • ''P f Na+ ton t. RICHARD BECJ(ERi1i In i ff,' Not: ' 1)99-° ° 73 T y n e: Pa • DEVELOPMENT PERMI Parcel No: - " te Adiliess: 9464 EAST MARGINAL WY 3 'Fees 349 .;76 This Payinent 213.75 "Total ALL Pint si'l 349.76 ' . H1 aric . 00 **********************A*:A***.A*************IP***AA****A***********• AC:COI:krt Code Der 1 pt i niount ' 000/322.10D. BUILDING - NONRES 209;25 000/366.904 STATE. BUILDING SURC'riARGE 4.50 • , • • , , . . . • • • . • • , • . • • . . . . . 1 . . . . . , . • , . . • • . . . , . , . • , • , . . . • •, ... 229,1 04/12 9717 TOTAL' 357.50 .r * I * % * *gr*1*,**.k*: *A* t * k*•*tk **•**. k** 4 *ti* *qtr * * ' *4 1 *k' . l A** * . t C '] T Y QF 1 UKawlI.L.A . * *h *A,A qt:'•( 4yt'Ao1k0( i1 *.*1 # it tc.* Ir ..t. h+-irs ki41**I, *A'* A k***.**;=.,k, +', {i ire,* 'IR N:Siti `T N unber `R9800029 Amount• 136:0.1 , 03/.04%9..9 .0u Pav'�eo.nt Methudw- 'CH.EC.IC Uota iort6' •:RICHH.CRO..13EC1;•};1214ia. ° : ;..:Cinift:.' P r:mit T4r�: .99 1 :.;','•, 0073 :; :..`.DEVP.EI M... I)EVELDPM1.U'T,: PER41I' arcl '._No: ;33240.4 90:J 9 • S ite. A'dd r. 940 EASST:�IlARG.INAI. WY :S • Total reds. 349.7E' This Pa'vriertt' ..13 f PILL `P 1:36,OJ.: Dui artce: .2i3.74; ; *t *•4 *::1 * ** * * * *'. *,: 1* *'• *i4. * *** * * * *4* ** *'A*..i,, ,. *•k *** * * *'A *k*9 *•Ac *** I• * *A 4 '.. Ace;attrtt, Cc c1E Qe�.c ) r iptiork.. ' . Amc,i�rtitr 040134 ...83U PI:AN CHECK t�ONRtE. 136. .01 ' CITY OF '1UKWILA TOTAL 136.01 7' Tir e Ion P uAr r l X.4 (� `/ Addres Date called ,;Special instructions: Date wanted: 4 1 9 // 9 p.m. Requester: Phone. ,,o"-7 r "7//"--' INSPECTION RECORD f Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 tilA pproved per applicable codes. COMMENTS: Inspector: 1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 447n Date: 6...9 0 $47.00 REINSPECTIONF REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i; ' „tiri` 1 v r , Type of Inspe / 'Address: .‘ / f I Date called : (41 77 S ns p,eci . 1 instru tio: . oe. , Date • wanted fl. ' P.Thi '- i. Requester. • 1 h fil4e-:76?-7//oz • • , • INSPECTION RECORD Retain a copy with permit , INSPECTION NO. , 60.0F TUKWIII.A BUILDING DIVISION Southcdnter Blvd j1 WA 98 ' 6 9 7 PERMIT NO. (206)431-3670 k pOroved per applicable codes. D $47.0O9EINSPECTIO at 6300 Southcenter Blvd. Receipt No: RI Corrections required prior to approval.• COMMENTS: • / h a ,14-1 5 , n17 . :.• .• • Inspector: Date& E REQUIRED. Prior to inspection, fee must be paid , Suite 100. Call to schedule reinspection. Date; ain'ollikiaVILInfiliktitelkgrig,,N107btiatrittZ)IltDIAN.§Ii; Pry F ucr... • k siP‘ Type of I • Nc°' — ' ---, Address E vvir . w 5 Date called: 11-99 Special instructions: Date wanted& r 4111, Requester:f ri'l ME e.n • INSPECTION RECORD Retain a copy with permit :INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. 0.2.' (2 6)4 670 • Approved per applicable codes. L j Corrections required prior to approval. COMMENTS: 14-14.-cikse,/ ioree 4 $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Approved per applicable codes ' -INSPECTION RECORD • Retain a,coprwith permit INSPECTION NO • CITY OF TUICW1i.A, BUILDING DIVISION 6300 Southcenter BI■fcl, #100, Tukwila, WA 98188 Project: ( ocit Address L.1 Special instructions: Type of Inspection: 1 1 yvt-eral 5Alt Da te called: LI (4) Date wanted: ) 2-0 ct at p.m. Requester: 4218i4(441A1C.311mA\ Phone: -1 (1 1 kk, PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: d r , 14,4 $47.00 REINSPECTION FEE REQUIRED. Prior to insp ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , • , APP-20-99 0111! 04M tktdtIV AkcHifEC• t 360 431 1630 P.03 Zat a 7/ NM S 200w RECEIVED CITY OF TUKWILA APR 2 2 1999 PERMIT CENTER I00" VJ • P1. 1 01. C- U I— 0 0 • (1) AM I;WEGOV ARCH tL 36O 481 7638 N OP? AN PR0'!E 11M 19 Bi iIL451 N D VISIO 0.92 RECEIVE CITY OF TIM APR 2 2 1 PERMIT CEN NILA X 99 ER Architectural Products, L.L.C. S ubmittal: .. Project: Museum of Flight Architect Gregov Architects ,Division: 10270 Raised Access Flooring Table of Contents C onCore SF: CSF 1000 Panel Detail - Sheet Combination Bolted Stringer & Cornerlock Understructure.Detail — Sheet Panel Lifting Devices for Hard Surfaces Detail- Sheet Concentrated Load Test - Sheet Rolling Load Test — 2 Sheets 6. Ultimate Load Test - Sheet MEOWED 4(TY QF T JKW(LA 7. Seismic Analysis Report — 3 Sheets MAR 0 1999 PERMIT CE N'EN 667 • South Snoqualmie Street, Seattle, WA 98108 Phone (206) 687.6363 • Fax: (206) 682.3637 ;System Type SYSTEM WEIGHT STATIC LOADS ROLLING LOADS IMPACT LOADS I Panel Understructure Concentrated Loads (see note 1) Top Surface Deflection Uniform Loads • Ultimate Loads (see note 2) 10 Passes 10,000 Passes (See Note 3) ; ConCore SF 1000 • Seringeneu / Comeriock Bolted stringer 6.5 lbs 1 IS 2 41 kg / m 1000 lbs. 454 kg 0.100' 2.54 mm 250112s. 113 kg 3250 lbs. 1474 kg BOO lbs. 600 lbs. 363 kg 272 kg 100 lbs. 45 kg 9.5 lbs /ft 2 46 kg/m 1000 lbs. 454 kg 0.100' 2.54 mm 250 lbs. 113 kg 3300 lbs. 1497 kg 600 tbs. 600 lbs. 363 kg 272 kg 1501es. 66 kg Tate i i Full hard cold rolled steel top sheet Tile w! Top Set Trim BOTTOM VIEW Performance Selection Chart Cementitious core matenal Draw quality steel bottom pan Tate Access Floors, Inc. 7510 Montevideo Road Jessup, MD 20794 Tel (410)799 -4200 Fax (410)799 -3559 . Painted Finish (25 ea) Die formed Quad Domes (Panel I.D. stenciled on side) Welded assembly at domes and perimeter • Quad Dome Design • (4 ea) Comerlodc Holes Panel ID Tile w/ Integral Trim ConCore SF : CSF1000 Panel 1. Loads to be applied anywhere on panel; permanent set after application of concentrated load shall be 40.010". 2. Loads applied on a one square inch area. Results above indicate weakest point of panel. 3. Local and overall top surface deformation shall not exceed 0.040 ". SPECIFICATIONS Genera! Information • 24 Indies square. Panel Weight 8.25 lbs./ft 2 bare. • 1.35 inches deep. with no covenng. • All steel welded construction filled internally with a cementitious core matenal. • Protected from corrosion by a painted finish. • Class A flame spread rating. • Noncombustible material. UNDERSTRUCTURE OPTIONS J Stringerless J Snap -On Stenger Cbmedocc J 2' Bolted Stnnger "eotl Stringer COVERING OPTIONS Tile factory laminated with top set trim edge 1/16" HPL (color) ] 116' HPL (color) VCT (color) ] 1/8" Conductive Vinyl (color) Tile factory laminated with Integral trim ] 1/16" HPL (color) 0 1/16" Conductive HPL (color) Carpet factory laminated with: Monolithic (styIe.color)___ ] Trim Edge (style.color) Bare Painted Panel Options: J Bare Painted Finish to accept carpet tile application. ] Bare Painted Finish to accept PoslTile/PanelMate II Monolithic Carpet Carpet w/ Top Set Trim ©1995 Tate Access Floors; Inc. 11/95 er and C ombination Bolted Stringer t ornerlock Understructure Tate 9 Access Flo ors for ConCorep SF and All Steel II Access Floor Panels 0 D D 0 0 O LEGEND 1. Access floor panel 2. Roll formed galv. steel stringer with factory applied gasket 3. 114" - 20 screw 4.8 ga. die formed galv. steel head 5. Steel stud 3/4" -10 UNC 6. Nut with vibration proof locking device (6" FFH and up) 7. 718" sq. galv. tubing 8. Die formed galv. steel base Tate Access Floors, Inc. 7510 Montevideo Road Jessup, MD 20794 Tel (410)799 -4200 Fax (410)799 -4207 PEDESTAL SPECIFICATIONS Pedestal Aasembhr • Assembly up to 30" FFH shall provide an 5,000 lb. axial load without permanent deformation. • Assembly shall provke 2" total adjustment with a floor height of Tor greater. • Standard finished floor heights from 6" to 36". For other finished floor heights please . contact the Tats Technical Hotline 500. 231 -7785. For seismic conditions, refer to seismic submittal details. • Overturning moment of 1,0001nJ lbs. using Tate recommended pedestal adhesive. P l�h.d • 5 ga. die formed galvanized steel pedestal head and projection welded stud with adjustment nut. Head and installed stringers shall provide full perimeter edge support for panel. • Stringers to be attached with 1/4720 fist head screws. • Pedestal head shall be tapped for engagement of stringer and comeriock screws. • Steel stud shall be3/4 "- 10UNCroll formed. • Nut shall be 314" - UNC and galvanised. • Stud shall provide an anti -rotation feature when engaged with the pedestal bass assembly. P.talBust • Base to be at least l6" square and galvanbed steel. • Pedestal tube shall be 7/5" square galvanized tubing. Shlno.ru • Heavy duty roll formed steel stringer will withstand 450 lb. mid.epan load. • Standard duty roll formed steel stringer will withstand 250 lb. mid.epan load. • Galvanized stringer construction to prevent corrosion. • Stringer shall be 1 -1/4" deep x 3/4" wide and have a factory applied conductive gasket • Stringer grid pattern shall be 2'X2', 2' X 4', or 4'X4'. Pldmttar • Perimeter pedestal shall provide support for panels around columns and at walls. See eaperate detall sheet for examples. • Comerlock fastener shall be 1/4 " -20 flat head machine screw. 01996 Tate Access Floors, Inc. 8196 Tate Access Roars Tate Access Floors. Inc. P.O. Box 278 Jessup, Marylarid 20794.0278 1301)799.4200 Panel LiftiC Devices for Hard Surfaces & Accessories SINGLE CUP SUCTION LIFTER DOUBLE CUP SUCTION UFTER O 1111989 Tate Access Flax:. Inc. R 6194 6252 FALLS ROAD / P.O. BOX 65309 / BALTIMORE, MARYLAND 21209-0509 / TELEPHONE 410- 825 -4131 / FAX 410-321-7384 P &B Test No. 95-40 -0343 Date: July 28 & 31, 1995 Client: Tate Access Floors, Inc. Panel type: ConCore SF: CSF1000 SETUP: Three ConCore SF: CSF1000 panels were mounted on steel blocks configured to provide support identical to Tate undeistructure systems (stringerless, cornerlock, snap -on stringer and standard duty bolted stringer). PROCEDURE: Loads were applied to the top surface of the panel by a hydraulic cylinder and measured via Morehouse Force Ring Gauge (S/N 51285). The loads were transmitted to the panel surface via a round indentor with a footprint contact area of one square inch. The panel was loaded at the center and at the midpoint of the edge of the panel and at the panel's "weakest point ". In Tate's case, the weakest point was found to be either the center or the center edge of the panel. The resultant deflections were measured from the top surface of the panel via dial gauges positioned directly in line with the applied load. The ConCore SF: CSF1000 panels were tested in accordance with the "Recommended Test Procedures for Access floors: Section 1 - Concentrated Loads" as published by the CISCA organization. RESULTS: Results of this test indicated that the panel was able to withstand the design load with a top surface deflection less than 0.100" anywhere on the panel surface. Permanent set in the panel after the design load was removed was less than 0.010 ". Design load: 1000 lbs. £A &BROWNE, INC. CHEMISTS / ENGINEERS / INSPECTORS CONCENTRATED LOAD FOUNDED 1896 49T1 REPORTAGE: IMENNUVIAN &BROWNE, INC. CHEMISTS / ENGINEERS / INSPECTORS 6252 FALLS ROAD / P.O. BOX 65309 / BALTIMORE. MARYLAND 21208.0509 / TELEPHONE 410-825-4131 / FAX 410-321-7384 REPORT OF TEST NO:: 93-40.O158/9440012 SAMPLE OF CONCORE SF1000 WITH STANDARD ESRG UNDERSTRUCTURE CUENT: TATE ACCESS FLOORS, INC. DATE FEBRUARY 15, 1994 SOURCE OF SAMPLE: PLANT PRODUCTION • MARKS OR OTHER DATA ROLLING LOAD TEST Test Procedure - M sample preparation, test prcadures and reportage are performed in accordance with 1987 CISCA BEW—UnkeitaIMALUM&PIMSLS221 Section . Test Sample Description - Two standard CcoCom SF1000 Access Floor panels reference dyeing nurrbe 2%2563. Steel thicknesses were .030 Top and .036 Bottom, and panel weights ewe 31.5 bs. The panel was supported on Standard Duty ESRG understructure (ref. avg. 2A2526). Steel thickness %vas .036, Standard ESRG understrudure (ref. dig. 2A2523). Apparatus Description - Rolling load was ag3pied via a test machine art with a steel mass dandy over the wheel. Accuracy of the mass was verified with a Morehouse ring force gauge #527865 calbated 2/18/92. Coned Wheel S1 3' dia. x 1-13116.* width phenolic tread, .062 awn 10 passes id 800 lbs. Wheel 112 6' dia. x 1-112° width 'Wham tread 10,000 passes at 600 lbs. Wheel path 2 3 ABCDEF 1111 4 1 FOUNDED 1896 12" A= 12" B=1/r C = 16" D = 18" E = 20" F = 22" 2 ;' TESTS: 93.40 -0158 / 94.40.0172 CERTIFICATION DATE: OCT - 28193 CERTIFICATION DATE: 04/27.28193 PANEL TYPE: CONCORE SF1000 TOP SHEET - .030' TOTAL PASSES -10 WEIGHT: 30.5 LBS BOTTOM PAN - .036' LOAD - 800 LBS LOCATION 6'A 671 6 6 6 6 24 -2 3-4 24' 1.4 24 . 2.3 DIA. 2.4 DIA. 1-3 PANEL SUPPORTED ON FREESTANDING UNDERSTRUCTURE TEST WAS CONDUCTED w/ A 3" DIA. X 1. 13/16" WIDE PHENOLIC WHEEL James Shening Penniman & Browne, Inc. CONCORE SF1000 • 'TOP SHEET - .030' TOTAL PASSES - 10,000 30.5 LBS BOTTOM PAN - .036' LOAD - 600 LBS • PANEL SUPPORTED ON ESRG UNDERSTRUCTURE TEST.WAS CONDUCTED wi A 6" DIA. X 1 -111" WIDE ALA7HANE WHEEL FINAL FINAL SET SET (10 PASSES) (10,000 PASSES) 693- 40.0158 093.40417Z .014 .015 .003 .004 .014 .006 .004 .003 .000 .003 .004 .002 .000 .003 .011 .007 .004 .002 .001 .001 .028 .025 .028 .026 6252 FALLS ROAD / P.O. BOX 65309 / BALTIMORE. MARYLAND 21209-0509 / TELEPHONE 410.825.4131 / FAX 410. 321.7384 P &B No. 95-40 -0354 Date: July 31, 1995, Aug 2, 3 & 4, 1995 Client: Tate Access Floors, Inc. Panel: ConCore SF: CSF1000 Design Load: 1000 lbs. Understructure(s): Freestanding Cornerlock Snap -on stringer 2' bolted stringer 4' bolted stringer SETUP: A bare ConCore SF: CSF 1000 panel was mounted and supported on each undeistructure type described above. A safety restraining frame was used to restrain the horizontal movement of the mockup, but did not interfere with its vertical movement. PROCEDURE: The load was applied to the top surface of each panel by a hydraulic cylinder and measured by a Morehouse Force Ring Gauge (S/N 53002). The load was transmitted to the panel surface via a round indentor with a footprint contact area of one square inch. Panel 1 was loaded at the center. Panel 2 was loaded at the midpoint edge of the panel. Panel 3 was loaded at its "weakest point" (2" x 2" from the corner). The tests were performed following the "Recommended Test Procedure for Access Floors: Section 2 - Ultimate Loading" as published by the CISCA organization and as described herein. RESULTS: Each ConCore SF: CSF 1000 panel and understructure type was tested in all three locations and held for a period of 1 minute. The tests indicated that the panel was able to support at least two times its concentrated load without failure when supported on all understructures listed above. James Sherring . . Penniman & BroWne M C� PENNIMAN & BROWNE, INC. CHEMISTS / ENGINEERS / INSPECTORS ULTIMATE LOAD TEST FOUNDED 1896 � • 2- 15- 0';12:51PM; SEISNIIC ANALYSIS TATE ACCESS FLOORS, INC. SEISMIC ENVIRONMENT: Zone 3 PROJECT: Museum of Flight FINISHED FLOOR HEIGHT: 44" The lateral force due to seismic loads is determined by using the guidelines set forth in the • 1994 Uniform Building Code (UBC) Section 1630, Equation 30 -1. Equation 30 -1: Fp = Z Ip Cp Wp Fp = Lateral forces on a part of the structure and in the direction under consideration. Numerical coefficient dependent upon seismic zone. For locations in Zone 1: Z = 0.075 Zone 2A: Z = 0.15 Zone 2B: Z = 0.20 Zone 3: Z = 0.30 Zone 4: Z =0.40 Project requires: Zone 3 Ip. = Occupancy importance factor, which varies depending upon building use. Project Requirement: Ip = 1.00 Cp = Numerical coefficient (horizontal force factor) which varies depending on type of structure; for access floor Cp = 0.75 [Table 16 -0] Wp = (Live load X 25 %) + (dead load) + (partition load) Live — The load superimposed by the use or occupancy of the building not including wind, load earthquake or dead load. [Table 16 -A] Live load: Computer Rooms: 100 lb. /sq.ft. General Office: 50 lb. /sq.ft. Project Requirements: 100 lb. /sq.ft. Dead =The vertical load due to the weight of all permanent structural and non - structural load components of a building such as walls, floors, roofs, and fixed service equipment. Dead Load Values: Actess Floors: 10 lb./sq.ft. Partitions: 10 lb. /sq.ft. Therefore, equation 30-1 reads as follows: Fp --= Z 1p Cp Wp Fp = Z Ip (0.75) [(Live load x 25%) + 10 lb./sq.ft. + 10 lb./sq.ft.] Z = 0.30 Live Load = 100 lb./sq.ft. Fp = (0.30) (1.00) (0.75) [(100 lb./sq.ft. x 25%) + 10 lb./sq.ft. + 10 lb./sq.ft.] .Fp =10.13 lb. One pedestal supports an area of 4 square feet, therefore, the lateral force on one pedestal equals (Fp x 4 = Fpedestal ) Fpedestal = 10.13 x 4 = 40.5 lb. (lateral force at the top of one pedestal) 1f40.5 lb. of force is applied to the top of a pedestal that has a 44" ffh, an overturning moment of 1782 in.lb. is created. (40.5 lb.) (44 in.) = 1782 in.lb. The understructure system submitted for this project is Tate's bolted stringer system, utilizing Taylor #105 pedestal adhesive for attachment of the bases to the sub-floor. The following test report verifies that Tate's Type 6 pedestal design will meet the overturning moment requirements of a Seismic Zone 3 force for a 44" finished floor height with a minimum safety factor of 2.81. Compiled by liam D. err) Sr. Sales Support Engineer February 15, 1999 6252 FALLS ROAD / P.O. BOX 65309 / BALTIMORE, MARYLAND 21209-0509 / TELEPHONE 410-825-4131 / FAX 410 -321 -7384 James Sherring Pennimann & Browne, Inc. ea NI IN PENNIMAN CHEMISTS/ EININEER$ / IM$PECTORS OVERTURNING MOMENT TEST Test # 96-40 -0116 Date: March 22, 1996 Base assembly type:. Type 6 - 6" x 6" x 3/16" with fillet welded 1 -1 /2" swaged tube Adhesive type: W.F. Taylor 4105 Pedestal adhesive Sealer: None The following test was performed in accordance with the "Recommended Test Procedures for Access Floors: Section 6 Pedestal Overturning Moment Test" as published by the CTSCA organization and as described herein: Eight Tate base assemblies were secured to a concrete floor with W.F. Taylor #105 pedestal adhesive in a manner consistent with normal installation practice. Base assemblies were allowed to cure for a period of at least 21 days or until filly cured prior to testing. A horizontal load was applied by a calibrated force gauge against a moment arm of 40 or 25 in. above the concrete surface. The load was continuously applied until failure of the pedestal or adhesive occurred and results arc noted below: 1. Horizontal Load 93 lb. x Moment Arm 40 in. = 3720 in. lb. 2. Horizontal Load 109 lb. x Moment Arm 40 in. = 4360 in. lb. 3. Horizontal Load 128 lb. x Moment Arm 40 in. = 5120 in. lb. 4. Horizontal Load 153 lb. x Moment Ann 40 in. = 6120 in. lb. 5. Horizontal Load 221 lb. x Moment Arm 25 in. = 5525 in. lb. 6. Horizontal Load 175 lb. x Moment Arm 25 in. = 4375 in. lb. 7. Horizontal Load 206 lb. x Moment Arm 25 in. = 5150 in. lb. 8. Horizontal Load 231 lb. x Moment Ann 25 in. = 5775 in. lb. FOUNDED 1896 Average — 5018 in. lb. ... DEPARTMENTS: Bu in Division tWr 4-r H 4 i Public W,p s -Z? DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete Comments: TUES /THURS ROUTING: Please Route \PR- ROUTE,DOC 6/98 Perrn:c CDad. CDft4 PLAN REVIEW /ROUTING SLIP NO Fire Prevention VI Plannligc5ivision *. 3011 LE-a7 E rn Structural tittai n Permit Coordinator Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: REVIEWERS INITIALS: REVIEWERS INITIALS: DUE DATE: 4 -27 -99 Not Applicable n No further Review Required APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 -25 -99 DATE: DATE: Approved Approved with Conditions n Not Approved (attach comments) F7 DATE: Approved n Approved with Conditions ri Not Approved (attach comments) ri ACTIVITY NUMBER: D99 -0073 DATE: 3 -4 -99 PROJECT NAME:.: COCKPIT EXHIBIT RAISED. FLLOR & STAIRS Original. Plan . Subm ittal Response: to Correction, Letter.: # Response to Incomplete Letter Revision # After Permit Is Issued ui • Division -- Public Works IA DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 - - 99 Complete Comments: TUES /THURS ROUTING: Please Route Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) _ DUE DATE: 4 - - 99 Approved ❑ Approved with Conditions REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions El REVIEWERS INITIALS: DATE: wR•ROUTE.DOC 6/98 C Coovc. Cct� PLAN REVIEW /ROUTING SLIP" Fire Prevention Structure Incomplete Plannirig 5ivision 3-141 Permit Coordinator It Not Applicable ❑ No further Review Required Not Approved (attach comments) E DUE DATE: Not Approved (attach comments) Revision No. Date Received Staff Initials Date Issued Staff Initials 4 I 4 -23- 1313 I Summar of Revision: A) 3 lenin9 the stairs -}'p (d. ; B) Aelc ling iodes *- handrails as shown -ar visi fvr Cantml. j CiSv / " AcfyWc. awe) 4r wife ►nosh under quardras E,. Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Staff Initials 1 Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Staff Initials 1 Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Staff Initials Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 1 Summary of Revision: Received By: PROJECT NAME: . . j CCCk f I+ Fxh■b R s+ PER ' NO:. D - Site Address: gU Date: Original F lar ina/ 1� S Ori inal Issue D : � y REVISION LOG (please print) (please print) (please print) (please print) (please print) Date: April 21, 1999 ❑ Response to Incomplete Letter ❑ Response to Correction Letter ® Revision after Permit Issued Summary of Revision: CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 A) Widening the stairs to 6' Plan Check/Permit Number: D99 - 0073 Project Name: Museum of Flight - Cockpit Exhibit: Raised floor and Stair Project Address: 9404 East Marginal Way South Contact Person: Richard Beckerman Phone Number: 764 -5731 B) Adding gates and handrails as shown for visitor control, C) Substitute' 'A" acrylic panel for wire mesh under guardrails. Sheet Number(s) See attached. "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center 3 0.1C .g. Er Entered in Sierra on 3/4/99 STATE OF WASHINGTON COUNTY OF KING AFFCONT.DOC 5/29/96 CITY OF TUILLA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ss. residing at King Richard Beckerman for Museum of Flight states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. APPLICANT Signed and sworn to before me this 7 day of April , 19QQ Name as commissioned: Linda :G. T.Hi ssong My commission expires: May 09. 2002 Dcq -00 3 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. 11 13 , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. AR PUBLIC in and fqr th = *tate of Washington, County. 18.27.090 Exemptions. This ch ar `lr shall not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT.DOC 5/29/96 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. OWNER MUSEUM', OF FLIGHT FOUNDATION 9404 EAST MARGINAL WAY SOUTH SEATTLE, WA 98108 TELEPHONE (206) 764 -5700 FAX (206) 764 -5707 RICHARD BECKERMAN PROJECT DIRECTOR ARCHITECTS GREGOV ARCHITECTS 62 KELLER LANE PORT LUDLOW, WA 98365 TELEPHONE (360)437 -7629 FAX (360) 437 -7638 IVO GREGOV GENERAL INFORMATION EXISTING SITE AREA: 226,565 SF EXISTING ZONING: M — H HEAVY MANUFACTURING SEISMIC ZONE: ZONE 3 FIRE ZONE: ZONE 3 USE OF EXISTING BUILDING: MUSEUM OCCUPANCY GROUP A, DIVISION 2.1 (3) TYPE OF CONSTRUCTION: TYPE II, 1 HOUR EXISTING BUILDINGS: 185,075 SF COCKPITS EXHIBIT AREA: 372 SF EXIST. FIRE EXTINGUISHING SYSTEM AUTOMATIC SPRINKLER SYSTEM AUTOMATIC FIRE DETECTION SYSTEM SCOPE OF WORK INCLUDES AN ELEVATED FLOOR WITH STAIRS FOR THE COCKPIT EXHIBIT AT THE GREAT GALLERY MUSEUM OF FLIGHT COCKPITS EXHIBIT 9404 EAST MARGINAL WAY SOUTH, SEATTLE, WA 98108 EXHIBIT LOCATION 1111111111 SIDE GALLERY GREAT GALLERY GENERAL NOTES ALL WORK SHALL COMPLY WITH APPLICABLE CODES AN ORDINANCES. 2. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE JOB BEFORE PROCEEDING WITH THE WORK. DISCEPANCIES, IF ANY, ARE TO BE REFERRED TO THE ARCHITECT FOR DIRECTION PRIOR TO PROCEEDING WITH RELATED WORK. PARR 'c PE FOH' ELEC FILE COPY the Plan Check approvals are understand that the of �� b ect ?d errors and omissions and app vio;at.,,n of any glens does not author 2' Receipt of con - t adopted code or orda I tractor's co. . f approved .Ians acknovviedged. By pate �1 8 Permit No. DM a73 EX137714, /ZANP RAVOY5 6.1;l377NG. RAIIING 2 'O. BLACKBIRD COCKPIT PLAN COCKPIT EXHIBIT go' PN 111111 c' RA 4.1NO E (A: jigi extsmv& NEW HANDRAIL. SECTION-A- COCKPIT EXHIBIT 5rLE £ ea Atati,waY RAiL,Pvc. (AN0DizEOJ WI L i4RB WNeE 1.1.5H (6 GA) gevuivo FOST EXZFAIDO ,ANID_ANChtle. Favie. CONe. ScAS flL AY owN6g Ft.c0E._ pAveg_ 11111111111111F Ii paoss 11111 ,Fcoofe. PANEL GYPSUM WALLBOARD, METAL STUDS, MINERAL FIBER (kw layer Ye type X gypsum wallboard or veneer base applied parallel to each side of V, metal studs 24 1 drywall screws 8 o.c. to edges and 12' o.c. b ...emirate studs. 2 rein. - fiber 2.5 pcf friction fit in stud space. Also fire tested alb rnirearal fiber 3.0 pcf stapled to board in stud spaces. Stagger join. 24 o.c. each side. (MB) - GyP 2 .5TC.01, 571; 1 ` I Exp .9z-r FOR DETAIL- RAILING FLOOR : WALL AR e.go,e b u. ,eAtc./Ai fosr ( Doici NO. 62 KELLER LANE PORT LUDLOW, WA 98365 (360) 437-7629 (360) 437-7638 MUSEUM OF FLIGHT COCKPIT EXHIBIT SEATTLE, WASHINGTON DATE DRAWN BY 1. CHECKED BY JOB NO. DRAWING SCALE GREGOV ARCHITECTS REVISIONS DATE 7 - 1S 4 leCH / /777 PLAN, SECTION AND DETAILS AS INDICATED SHEET s R 0 3 799q oNiti