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Permit 5510 - Boeing Computer Services - Tenant Improvement
CITY OF TUKWILA a-ilding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /80 BUILDING PERMIT Work to be done T.I. Site Address BOEING COMPUTER SERVICES Building Use CLASSROOM- TRAINING Property Owner TRUST COMPANY OF THE WEST Address 400 SOUTH HOPE STREET Contractor MYCOR CONSTRUCTION SYSTEMS #M Address 801 SECOND AVENUE #217 PERMIT # S Y -/a Control # 88 -378 (512) Suite # Tenant BOEING COMPUTER SERVICES Assessors Account # alv Q3f1L( -0075 Phone # (213)681 -4200 LOS ANGFIFS, CA Zip 90071 -2899 YWFSMtl ? ?RS. Phone # (206) 467 -8118 SEATTLE. n I Zi. 98124 By: Jeu' Date: AY FOR BUILDING PERMIT ONLY Approved for Issuance S Ft. Sq. • Office Storage/ Warehouse Retail Other Occ. Load 1st F1. 2nd Fl. 3rd Fl. Total - Fire Protection: Sprinklers [� Detectors Zoning e,-rn Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ Total Valuation of Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL 1st Fi. $ 2nd F1. $ other $ other $ Construction $ 75,000 Receipt 46383/b/S,$ 528.00 Receipt 16383 $ 343.00 Receipt # $ Receipt — $ 3.5U Receipt # $ Receipt # $ $ 874.50 FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face ❑ Double Face [] Wall Mounted Building face Setbacks: Front Square Footage of each sign face Special Conditions ❑ Free Standing ❑ Other Side Side Rear Total square footage of sign THIS PERMII BECOMES NULL ANO VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 15 SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK l5 COMMENCED. k�0 THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES 1 IT WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO -A Y OTHER STATE OR LOCAL LAW REGULATING CONS UCTI0I1 Oi� THE PERFORMANCE OF CONSTRUCTION. i:DA Date 1 __ Z Al 141) VIP L Date I HEREBY CERTIFY THAT a VE READ A ' EXAM! GOVERNING T iS TYPE OF W0 K WILL 8 COM VIOLATE O P CA EL T PROVISIONS OF Signed I hereby affirm that 1 Contractor (signature) li ense 9 r provis ED CONTRACTORS DECLARATION s'tlfess and Professions Code, and my(licens s n full force and effect. OWNER- BUILDER DECLARATION ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure offered for sale. ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Oats Owner (signature) is not Intended or 1 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /8o BUILDING PERMIT Work to be done T.I. Site Address BOEING COMPUTER SERVICES Building Use CLASSROOM- TRAINING Property Owner TRUST COMPANY OF THE WEST Address 400 SOUTH HOPE STREET Contractor MYCOR CONSTRUCTION SYSTEMS #MY Address 801 SECOND AVENUE #217 PERMIT # /G Control # 88 -378 (512) Suite # Tenant BOEING COMPUTER SERVICES Assessors Account # a� �3(1L/ —0075 Phone # (213)6R1 -42n0 Zip 90(171 -2899 WESMlI226 Phone # (206) 467 -8118 SEATTLE , ) Zi. 98124 FOR BUILDING PERMIT ONLY LOS ANGFI FS, CA Approved for Issuance By: Sq. Tit—FT. Office Storage e s ous LT °:/e Retail Other Occ. Load 2nd F1. 3rd Fl. Total Fire Protection: 51 Sprinklers ig Detectors Zoning (; -m Type of Construction Special Conditions Fees • Date: sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 75,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt +383 /4ilsy$ 528.00 Receipt +383 $ 343.00 Receipt # $ Receipt 0383 $ 3.50 Receipt # $ Receipt # $ $ 874.50 FOR SIGN PERMIT ONLY 1 El Permanent ❑ Temporary ❑ Single Face ❑ Double Face ❑ Wall Mounted ['Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR vORK IS ,:5PENDED OR ABANOUNEU FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I5 COMMENCED. I HEREBY CERTIFY THAT GOVERNING T 5 TYPE OF VIOLATE I CA L T Signed fi 1 hereby affirm that I Contractor (signature) VE READ AILEKAMI K WILL BE' Cr E' PROVISIONS / li ens OF D THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND JROINANCES 1T# WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING s A PERMIT DOES NOT PRESUME TU GIVE AI;T.ORITY TO Y OTHER STATE OR LOCAL LAW REGULATING CONS UCTI 9 THE PERFORMANCE OF CONSTRUCTION. Date 1 ZO ED CONTRACTORS DECLARATION ss and Professions Code, and my licens -L� Date OWNER - BUILDER DECLARATION ( ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure offered for sale. ( ) 1, as owner of the property, arm exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date is jn full force and effect. is not ^'. ded or •CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection i !7 Site Address ,37 f.5 (bi - /0 'ov Requestor Special Instructions INSPECT''N RECORD • PERMIT # 55/0. Date Date Wanted . / /cr Project 6.e,- Phone # Inspection Results /Comments: Inspector Date • 3 / /d" ' CITY OF TUKMILA Building Division '8200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection F^G Mq q ('P.�l�✓l Site Address 375 �'�o —r t i 4v_, Requestor Instructions INSPECT)ON RECORD E ) PERMIT # 55/o Date / /P5- /8q Date Wanted /-07Z1—g9 Project vIg- e../;12, Phone # ;39' j d c? Inspection Results /Comments: / 7Jm, J C6)01/10 c2 "� D ft,- 517 kovei rJ 2-44 sU /a G` /dot ff del '/1 7 �r /< -�,�1 S r.kcd � 4. S'y -Leal eA1c6•1, CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # _. Date / /,* - �' g Type of Inspection Date Wanted 7-)k.,../ a.m. Site Address 7 5 Cu,—r �r Project �v s e�L 1 Phone # ���3 —06 a Y Requestor Special Instructions Inspection Results /Comments: 14 0/,00A4— e0Air ��,�/S,�l'" j%�y��! ���r,►� 1 g t'/ ? over , i3.cs* /I: ' K/ )4a vin 2 Inspector Date / — /?'-87 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 Type of Inspection ,/,- 1?/7/. Site Address 977 4.4/ Requestor Special Instructions INSPECTION RECORD PERMIT # IjY–A / Date . /-47-777 7 Date Wanted / a.m Project7htt ./'"AO 44// 5 Phone # Inspection Results /Comments: " "a ' ci„a5.4./ 5400,0? 1rlJJJ�/�iZ- 4 ,_ -,2)/3/2._ }_I Inspector.eg Date w7 CITY OF TUKJILA Central Permit System FINAL APPROVAL FORM TO: ❑ Building ❑ Public Works ❑ Police ❑ Planning IQ. Fire Dept. ❑ Parks /Recreation Project Name , ,ii- c.:;.,1;,, ,. z, t , ..),-- r ,G:.� Address �5 (_.,j .,.;,,, ., -,- �.J..-1. .) . Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: (-pL,1 -,, (l i! Cee r,�,-., / . �ru�\,�. ;,Ali .r cra�'.1. ' ! •j Authorized Signature Date / • This project is approved by this department: qufh ized Signature Date CPS Form 3 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER . 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 3. All mechanical work to be under separate permit. 4. All permits to be posted at job site prior to start of any construction. 5. Any new ceiling grid and light fixture installation to . meet lateral bracing requirements for Seismic Zone 3. 6. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facility (1986 Edition). '19 09 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor December 16, 1988 Fire Department Review Control Number 88 -378 Re: Boeing Computer Services - 375 Corporate Drive South, PA05540.11 Tukwila Wa. Dear Sir: • The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. * ** FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10 The total number of fire extinguishers required for your establishment is calculated at one extinguisher Cor each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10.301.b) Maintain fire extinguisher coverage throughout. 2. * ** EXITS * ** - UFC Article 12 No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302) (UFC 12.101) Exit doors shall swing in the direction of•exit travel when serving an occupant load of 50 or more. (UBC • 3303) (UFC 12.101) Exit doors shall be openable from the inside without the use of a key or any. special knowledge or effort.. (UFC 12.104b) Exi t hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.1 14 . Cityy of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 Exit signs shall he installed at required exit doorways and where otherwise necessary to clearly, indicate the direction of egress when the exit serves an occupant load of 50 or more. Signs shall be internally or externally illuminated by two electric lamps or shall be of an approved self- luminous type. 'Exits shall be illuminated at any time the building is occupied An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) 3. * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & 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 #1141 & NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Local UL Central Station Supervision is required per (UFC 10.309) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.307) 4. * ** FIRE ALARM SYSTEMS * ** - City Ordinance #1327 - NFT'A 72 Install smoke detectors in new HVAC units per code. Please provide plans for detection installation including wiring diagram, detector and panel cut • .• City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 compatibility cards if the components are not all from one manufacturer. Local UL Central Station supervision is required. (City. Ordinance #1327) A rechargeable battery back -up is required on any fire alarm installation. There shall be enough battery capacity to run the alarm system in standby for twenty -four. (24) hours and, after that time, sound all alert devices for at least five (5) minutes. (NFPA 72A, 2- 3.4.2) (UFC 10.301) Remote alarm and trouble annunciation indication is required if the control panel is not visible from the main entrance. (NFPA 72A, 2- 4.4.1) (UFC 10.301) * ** ELECTRICAL *** UFC Article 85 - NFPA 70 - NEC All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.1.04) 6. * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 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 improperly installed. (UFC 10.401) All interior wall covering materials shall be f.i.r.e- resistive or shall be treated to be fire- resistive, so as to result in a flame- spread rati.ng as required by UFC Appendix VI -C tables 42A and 1213. A c'ert..i 1.icnLe of the flame spread rating is Cif of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number Department. (UBC 4204) (UFC 10.401) All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed. description of intended`.use. Yours truly, eXaci.t.a The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd MYCOR CONSTRUCTION SYS .,IS, INC. 801 Second Avenue 217 Norton Building SEATTLE, WA 98104 (206) 467 -8118 TO 6 '1),(---N i 10 -0 C I of IC-wI LAv _ WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via LEJ IJ L! •l OE MAUVSUVJU1 lJMEL DATE I2./ I S I %% jail NOS - 152 NO. DESCRIPTION ATTENTION _, oet' RE: -PJG6 'buD -1 -11 I c1 -1-1 5✓ -Sul LD I T- 2M i T -- VI I le-i e. CA'--1 2.4--t e-,1- Se.-k_, I Set 'L rc1 ,1SIv11c . '$ (ao,ca t.3C1___1 -T ati L c. the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION _. _, oet' 1 z el l,o 41.- L —J) 1 1 L. /u L 1 N - e-1-6 rK1' 9 -f A. 1 L / 01_ m Pa tot 1 N Ota \A1 I o N - -- VI I le-i e. CA'--1 2.4--t e-,1- Se.-k_, I Set 'L rc1 ,1SIv11c . '$ (ao,ca t.3C1___1 -T ati L c. THESE ARE TRANSMITTED as checked below: 1$. For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution --- g As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY .TO PROOUCI 2401 (MCS9f Mc, Croke, Mm 01411. SIGNED: 11 enclosures are not as noted, kindly notify us at on e. _ _ _ _ F e N 11:27 11)14EST MFG. k CITY OF TiiHWILA APPROVED Si 2 19aV •• • 1.11.1999 51.14 •••••••••• P. 3 P. 3 (1 ...•••••••••11••••,..... M11•1111111•001111111 ••••■•••••••••■••••••••■••• InN =If 11=111. 5 5 22321:=P1 Ag. r1Re ckterSO 11;450 40\403 'M 101.4 F 1 L Ebb17 co 1 understand that the Plr alvkltytavvvra,rzr, Zubjctt to errors and :7:1 approval 0 , plans does not author;,.._, • atc:044:4 eldv.ptal code •&. • ;.;- c.-ontrat..tcRtf • C,Orrif of ••••••••••••■•• >x)Ft $4. Akts triv1,14WS C.LOS'ail, MA1%44 ez 4, It] NJI64.4 DJ Acz PT $41•111,J CA. a 46 eit.5 645r- ST ipDolz OAS MI$1:41` • 4rgemqve CALPPirr It%) c2m A.fluir No IS" IIIIIMIIIIIINIIIIIII R",5ED 0^" RP _ Liex)i:z. FLAs CIZI_IIIIIIIIIII11131111101Z1 1:3111111111111111111111111111111111111 Mill= AFIRE/AA WM= DI COOP 200 ORIG. f1/72 RemcAtt s faiSc> Fbe rvti: 2.41,1%o Ei11■1141 Vi. A. ILO t.t.c 2 , 6 1 -7-111 Ei11■1141 iNsi 11 '69 112B M%"1,,IEST MFG. P1:vri r :4; un,u...r , • • 1•11,19$9 9I«S (.71; F2,',4 4 • CITY 'OF TOiiilditA • P:ROVED -JAN 1989" s fie " "T "La e"tk \1 al'Act 'STUDS a ito" ). —1, D(E) arYre ')('' 4 v.) L. t. TA lee&P. AZ !At -14111 oto =II -p .111M111111111111.1=111 CHICK DACE O E ‘ibL)12. IL '7 .‘ 1 11-94 All API IIIIIIIIIIIII IlliMinin 4111iPlarerto cit *Go goo 01114, 403 49.04/ .4314 IL '7 .‘ 1 g- 1 49.04/ 1.,1,.;92,,11 29 MYWEST MFG. 1.11.1-989 923 s'A'' "re f' )i G.042 Qt .WtW,104 •••••••• se• ••••-1...-14-4.....* 4 I 7,1101 1" 20 CPA yieTA eiruos ,e Qt4" CITY OF TUKWILA APPROVED JAN 19 91 L NG DI'/lSION / t 154 !TYPE 1MS, P.5 "1-41.41-46 R. 4g. .r.t svi-rep tel)(T.z.t34t,,,tNep) k 35 int=liall ca,te, <R4.7.E. •oca, 't cti Li som CM= 3 IIMIlt.to. MUiMI Cal MUM 11110.11111111 Anistrol IMMINI11111111111 MEM DI 4047 1074 0010.1173 JG, -5 'air sou. twee 1.II1 01.047 • 53 09500 /ARO BuyLine 0729 MAXIMUM MAXIMUM FIXTURE DUCT UNIT SIZE UNIT PENETRATION PENETRATION ULI DESIGN CONCRETE THICKNESS & TYPE* THICKNESS (ft2 /100 ft2) (In,2 /100 ft2) NUMBER 2.Hour—Exposed Grid (cont.) 212' 24' x 48'; P 48' or 12" 16 57 G243 (230.2) 20"x60';P 212• 24' x 48'; P 48' None None G236 (21.2) 24" x 24'; P 21' 30'x60';POrPC 4b" 20 113 0250( —) 20' x 60'; P or PC 24'x48 ";P or PC 24" x 24 "; P 20'x60';PorPC 11/2'Hour— Concealed Grid 2' 2' (2'x(2';BForP 24' x 24'; BF or P 3/•4" (tor BF) or 8" (for P) t' (for BF) or 44f (for P) 21 576 G027 (7.112) 25 576 G029 (21.11) G239 (9.114) 11/2- Hour — Exposed Grid 24•x48';PorPC 4b" (tor P or PC) or 12' (for P) Nona None 1- Hour— Exposed Grid 2' 1 -Hour— Concealed Grid NA 1 -Hour— Exposed Grid 11/2-Hour — Exposed Grid 2- Hour — Concealed Grid 2-Hour—Exposed Grid NA NA N A. 2' r 2" 2' 23/4• Minimum to 64'4" • • 24'x48 ";P 24' x 24"; P (2'x12';P (2 "x12';BForP 12" x 24'; BF or P 24' x 48'; P 24' x 48'; P 24' x 48'; P or PC 24' x 24'; P 12'x(2 ";BForP 12 "x(2 ";BForP 24' x 48'; PC plus x24' x 448 "; Gypsum Bd. plus 24' x 48'; Gypsum Bd. 24 "x48';PorPC 24" x 24"; BF, P or PC 20" x 60"; P or PC 4b" or 12' 3'4' or 4b" .1/4' (tor BF) 48" (for P) 4b' or l2• 4b' or (4' 4b' None None 14 None None 81 G241 (32.1) 1004 (9.1) 1005 ( —) 3/4' (for BF) or 8• (tor P) 4' 413' PC plus 12' Gyp. Bd. 48' PC plus le Gyp. 8d. 313" for P '/4' (for BF) r PC) 16 24 None 12 None 16 16 24 110 227 None 126 None 57 57 576 L209 (30.1) L210(51.1) 1208 (8.112) P001 (RCI4.21 P004 (RC4.2) P215 )RC24.2) P219 ( —) P251 11/2-Hour--Exposed Grid 34s••• 24" x 48'; P 4b' 24 255 1- Hour — Exposed Grid 11/2-Hour— Exposed Grid 2' INSULATION THICKNESS 1' Minimum to Unlimited Maximum 1" Minimum to Unlimited Maximum 24' x 48'; P 24' x 48'; P or PC 24' x 48'; P or PC 48• or 1/2' 5,8" 5y . 16 24 24 57 255 255 P231 P216 )RC8.1) P225 ( —) P227 ( —) 1 -Hour— Exposed Grid 11/2- Hour — Exposed Grid 1' Min. & Max. 24' x 48'; P 1' Min. & Max. 24" x 48 "; PC 1• Minimum to 24' x 48'; PC 2' Maximum 1' Minimum C•Series Luminaire; P to Unlimited Maximum 1' Minimum to Unlimited Maximum 1` Minimum to Unlimited Maximum PLANK THICKNESS 212' Minimum to Unlimited Maximum• ' 24' x 48'; P or PC 24' x 24'; P or PC 24' x 48'; P or PC 24' a24'.PorPC 24" x 48'; P 24" x 24'; OF 20"x60";P a/•r On Flat Areas) and 8' (in Vaults) 413" 4b" 4b' (tor PI 3/4' (tor BF) 16 113 P206 (RCI6.1) 16 57 P210 0RC4.11 16 57 P211 (RC3.1) 100 255 or SALD P224 ( —) 24 24 24 576 255 254 P225 (—) P227 ( —) P253 1 -Hour— Exposed Grid 11- Hour — Exposed Grid 1-Hour---Exposed Grid •P —Fire Guard PC— Ceramaguard BF— Travenone Fire Guard ••Concrete plus Insulation Thickness ••'Plank plus insulation thickness 212" Minimum to Unlimited Maximum" CONCRETE THICKNESS 11,2' INSULATION THICKNESS 2' Minimum to Unlimited Maximum 24" x 48'; P or PC 24' x 24 "; BF, P or PC 20' x 60'; P or PC 24 "x60";1' 24" • 48'; P or PC 24'x24'; BF 48' (for P or PC) 3/4' (tor BF) 4:4' 24 16 24 576 288 255 P253 P217 )RC6.1121 R2I7 (ULC)I (Underwriters' Laboratories of Canada Fire -Rated Assemblies From the Fire Resistance Index of Underwriters' Laboratories, Inc. Resistance Classification (Fire), Floor or Root, and Ceiling Constructions and Beam Protection. Donn DXL /DXLA Fire•Rated Systems UL Design Numbers Hour Rating i UL Number Concrete on Full Cellular Deck Module 8!xe Panel Thickness Panel Mtn % Fixtures Per 100 sq. It. Air Openings In.•/100 sq. It. Concrete Thickness 2 hr , A•202 24' x 24', 48' 96 Armslrong 24% 576 21/2" 2 hr ; A•206 24' x 24', 48" s• Gold Bond 8% 288 21/2' 2 hr.: D•208 24" x 24 ". 48' R6' Armslrong — — 21/2" 2 hr.; D•215 24' x 46" R6' USG Interiors 1616 .113 21 11/2 hr.; A•210 24" x 24", 48' Rri Armslrong 24% 576 21 etal La 2 hr ; 0.204 24", 30' x 60' 46" USG Interiors 2596 2'x2',2'x4' 20'x60" 576 21" 2 hr ; 0.208 24" x 24 ", 48' 20 ", 24" x 60" W, Celolex 25% 2' x 4', 20" x 48" 20'x60' 576 21/2' 2 hr; 0.209 24' x 24', 46" 9Y Armslrong 816 — 3" 28,., 3 hr.: G•211 24" x 24', 48" 96", 3/4" USG Interiors 16% 113 2,..5' 2 hr., 3 hr.; 0.213 24' x 48" 16', V. USG Interiors 2496 154 2,1." 2 hr.. 0.218 24" x 24', 48' 96 Celotex, USG Interiors 2516 11510, 2' 0 2' 576 for 2' x 4' 21/2" 2 hr.. 0.221 24' x 24", 48' R'.' Gold Bond 81. 57 21 2 hr.; G•222 (Heavyduty) 24" x 48" 'h' USG Interiors 12% 57 21/2 2 hr.; 0.223 18', 24" x 60' 4 Gold Bond 24% 57 21" 2 hr., G.231 24" x 24" 18 ", 20', or 30" x 60' 1/4". 4' USG Inferiors 16% 57 21 2 hr.; 0.236 24" x 24', 48' ki '4" Armstrong Celolex — — — — 2' • 2 "i 2 51.; 0.248 24" x 24', 48' 11 hr., 2 hr.. 3hr.. 0.229 24" x 24 ", 48" 20' x 60' 4t' Armstrong 20% 2' x 4' 20'x60' 576 for 2' x 4' or 20" x 60' 113 for 2'x2' 2' 11 hr., 2 hr., G•243 24" x 48' 20' x 60" 1/2', V.", 1Y Armslrong 16% 2' x 4', 20" x 60" 57 21'r 11/2 tic; G•259 IHeavydulyl 24' x 48' 1t USG Interiors 16% 57 21/2' 114 hr., 2 he: G•260 24'0 24', 48' '/" Gold Bond 16% 57 2!: 1 hr., 11/2 hr.; 0.241 24" x 24'. 48" W. ti", V' Armslrong — — 2' 1 hr.; G•201 24' x 48' kV USG Inferiors 8% — 2" Concrete on Ribbed orCorruapled Deck 2 hr.; G•209 24" x 24". 48' ar• Armstrong 816 — 3' 2 hr., 3 hr.; 0.211 24" x 24", 48' 4':, 46" USG Inloriors 16% 113 21 2 hr., 3 hr.: G•213 24' x 48' 15','/i USG Interiors 24% 154 21/2' 2 hr.; G•219 24" x 24", 48' 15 Gold Bond 12% 28 21/2' 16% 57 — 2'x4',6'x4' for 2'x2' 2'x2' 576 2 hr.. 0.236 24" x 24", 48' 4': Armstrong — — 2' 2 hr.: G•258 24" x 24 ", 48' 11.' Armstrong 24% 113 21/2' 11/2 hr., 2 hr.: G•243 24" x 46" 'h', 4S' Armstrong 16% 57 21/2" 20'x60' 3 2' x 4', 20' x 60' Wood Joist —2" x 10' 1 hr L.204 -., 1 hr.; L.206 1 ht :L.209' Wood Joist — 3" x 8' 24" x 24", 48" 1't", *5 Grelco 24% 113 24" x 24', 46' RV, Yi USG Interiors 8% 110 .24"x 48' %14',Wi;44'' Armstrong 16% ." 113' -':'' 11/2 hr.; L•208 24" x 24 ", 48" si Armslrong Mineral Fiber on Fluted Steel Deck 1 hr.; P•210 24" x 48" a6" Armstrong Armslrong 16% 24% 2' x 4', 20" x 60' 113 255 — — 1 hr., 1' hr.; P•225 24" x 24', 48" R6 ", Y.' 1 hr.. P•230 24' x 24', 48' R'.' USG Interiors 24% 255 — 1 hr.: P•233 24' x 24', 48" Xi', 3'.' USG Inloriors 24% 57 — 1. hr.: P.204 24" x 48" Ni", 1' Celolex 16% 57 — Mineral Fiber on Corrugated Steel Deck 1 ht.; P.252 24"x24',48' 96 Grelco 24% 576 Lightweight Insulating Concrete on Corrugated Deck 1 v: hr.: P•231 I 24' x 48" Foam Insulation on Fluted Steel Deck 1 hr.: P.226 1 5t.: P•255 24" x 48" 45' Armslrong 24% 1 255 5j" Masonlle Canada 25% 204 24" x 24' 24' x 48' Ws", ak USG Intorlors 24% 57 2' Cellular Glass Blocks on Fluted Steel Deck 1 hr.. 1.: hr.: P.227 24' x 24' 1 R• 1 Armstrong 1 2496 1 255 General Naives 1. Hanger wisps should ho Wcaled between the main lee splice and tiro espansion ruhul notch and a maximum 40' 0 0 , or per the requirements 51 the specific UL design 2 All 60' cross toes are to Nava banger wires al their midpoint. 3 Assemblies are lusted wen the method and criteria established In Standard UL 203, also known as A2 1. ASTM 6.119 and NFPA 251 20 4. Hold down clips aro roquhod when the lira•ralod board used weighs loss Than 1 015. /11' 5. ! Fixtures column Indicates 24" a 48' halm only, unless noted Check listing (0r suspension tequiremonte. 8 Some designs pertain to 001. only. Consult UL Fire Desistance Directory and revisions to confirm all Information listed in these tables. • i#as:is0'Oil' CTORY X UV)— Continued k, cut Into pieces to form a 4 sided en- ter and wider than the fixture with suffl- men the top of the fixture and the encio- 1 In 0.C, min. Gap at top of enclosure Is max. ported by 24 MSG painted-steel border 4 by 48 In. or Type' /. In. KFR (S) 24 by of 0.023•in. olectrogalvenlzed steel. Two n each cross tee. 8 ing -1' /z Hr. Min. FIRE RESISTANCE DIRECTORY 321 FIRE RESISTANCE RATINGS (BXUV) — Continued Design No. L209 Unrestrained Assembly Rating -1 Hr. Finish Rating -14 Min. *Notice, Claimer s 0 © 0 Ists, or'/. In. plywood, min grade "under - h PS 1.88. Face grain of plywood to be k. lywood, min grade "standard,' with sate- of plywood to be perpendicular to joists olsts with 20d common nails spaced 48 in runner splices. Hanger wires shall be ns. long, spaced 4 ft 0.C. Cross tees nom 4 spaced 2 ft 0.C. when nom 24 by 24 In. ailed perpendicular to 4 ft cross tee mid. , DXL, OXLA. XD. Splices in main runners shall be lo- unners and cross tees which have hanger snels. Border panels supported by 1 by 1 ngles. (S =surface perforations). •/. in. P (S) 24 x 24 or 48 in., or' /. In. In. thick spring steel. Two clips placed yt• 0 d 1. Finish Flooring -1 by 4 in., T &G; laid perpendicular to joists, or '/. In. plywood, min grade "underlayment," with T &G long edges, and conforming with PS 1.88. Face grain of plywood to be perpendicular to joists with joints staggered. 2. Building Paper— Commercial roaln•slzed, 0.010 in, thick. 3. Subflooring -1 by 8 In. T &G, fastened diagonally to joists, or grin. plywood, min grade "stan- dard," with exterior glue, and conforming with PS 1.88. Face grain of plywood to be perpen- dicular to joists with joints staggered. 4. Cross Bridging -1 by 3 In. 5. Wood Joists -2 by 10 In., spaced 18 In. 0.C„ firestopped. B, Fixture Protection— Acoustical Material'-1/2 in, thick, cut Into pieces to form a 5 sided en- closure, trapezoidal In cross- section, approx '/, In. longer and wider than the fixture with suffi• clent depth of provide at least 21/2 in. clearance between the top of the fixture and the enclo- sure. The pieces are held together by 8d nails spaced 12 In. 0.C. min. (S)- Surface Fedora• tions. Armstrong World Industries, Inc. —Type P (S). 7. Flexible Steel Conduit —(Bearing the UL Listing Mark). 8. Fixtures, Recessed Light— (Bearing the UL Listing Mark). Fluorescent lamp type, steel housing, 2 by 4 ft size. Fixtures spaced so their area does not exceed 18 sq ft per 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code . Fixtures and ballasts must be considered for these ambient temperature conditions before installation. 9. Hanger Wire—Gels steel 12 SWG min diem. Spaced not more than 48 In. 0.C. along main runners, adjacent to intersections of main runners and cross tees. Additional hanger wires re- quired at all four corners of light fixtures, at midspan of cross tees adjacent to light fixtures, air duct outlets and at main runner splice locations. Hanger wire supported from 8d common nails located 1'/2 In. below aubflooring. 10. Steel Framing Members• —Mein runner tees nom 12 ft long, spaced 4 ft O.C. Cross tees nom 4 ft long Installed perpendicular to main runnors and spaced 2 ft O.C. Chicago Metallic Corp. —Type II. Donn Corp. —Types DBL, DBLA, DVL, DVLA, DXL, DXLA. Lok Ceiling Systems /General Electric Co. —Type 4800FR. National Rolling Mills Co. —Types FG. MLFR•8000. Roblin Building Prods. Systems —Types X, XD. 11. Air Duct — Formed of 20 MSG galv steel, with duct openings not exceeding 113 sq In. per each 100 •q ft of ceiling area. Area of Ind duct opening not to exceed 113 sq In. Max dimen- sion of opening 12 In. Supported from hanger straps made of double thickness 24 MSG gale steel and spaced 42 In. O.C. 12. Alr•Duct Protection Board —Made of min 24 by 24 in. piece of Mineral and Fiber Board' placed on top of duct over opening, extending the entire width of the duct and beyond the edges of tho opening not less than 5 In. Armstrong World Industries, Inc.—'!, in. min thickness. Knout Fiber Glass OmbH -1 In. min thickness, 13. Acoustical Material' -24 by 48 by'/, In. layIn panels. Border places supported on 1• by 1-in. angles formed of 25 MSG galv steel. Acoustical material held securely on steel framing mem. bars by moans of hold-down clips, 1/2 In. wide, formed of 24 MSG spring steel and spaced 2 ft 0.C. along cross tees. (S)- Surface Perforations. Armstrong World Industries, Inc. —Type P (S). 14. Wood Hanger Block -2 by 4 In., Installed between and perpendicular to wood joists. Located to support duct suspension straps and hanger wire 11/2 in. below aubflooring M sides of light fixtures wherever duct straps and hanger wires are located between wood joists. 'Bearing the UL Classification Marking PRODUCT LOOK FOR MARK ON PRODUCT 'e �YI international conference of Building utticiais EVALUATION REPORT RCC•O NV 37 Report No. 2243 September, 1483 Filing Category; F1RE•RESISTIVf: CONSTRUCTION - -Other Fire- reslative Construction DONN NONRATED AND FiRE•RATEI) PARTITION SYSTEMS DONN CORPORATION 1000 CROCKER ROAI) WESTLAKE, 01110 44145 1. Subject: Donn Nonrated and Fire-rated Partition Systems. 11. Description: A. he•hour Fire rated Crusader Parllltont The Cru• seder nonbearing partition panels have a 3.inch or 6.inch overall thickness and a 30.inch net modular width. The panels arc available in I •foot incre• menu of length from 8 feet to 14 feet. A 'h•inc•h•thick layer of f)cstwall Fitettop Super Type X gypsum wallboard is bonded to a O,O25•inch• thick elecirugalvaniacd, cold•ro led, prepatntcd steel facing, The steel facing has roll- formed, triangularly hemmed lips bent inward along each vertical edge of the panel to mechinically interlock with thc wall stud flanges. The wall studs are spaced a maximum of 30 inches on center and the assembly • consists of two 0.025.inch -thick electrogalvanired, culd•rollcd steel, pre. painted elements back to back, tah•clinched together at 6 inches on center. Each modified channel section is formed to provide a shoulder to bear against the back of the wallboard, with a triangularly hemmed projecting flange to engage the panel steel facing dcscnbed above, The studs are stripped on each side with two layers of • /'•inch Type X gypsum wullhnard, held in place with three No. 6 by 1 s /4•inch•Inng sel(•tapping drywall screws, each side to the stud web. The remaining space between the wallbnard faces and studs is filled with mineral fiber insulation harts having a density of 2,66 pounds per cubic foot. The hafts are 2 Inches thick for the 3•ineh walls and 5 inches thick for the 6•inch walls The construction at the ceiling consists of u channel ceiling track fitted over the lop of the partition and a ceiling channel molding backing up the partition wallboard lacing. Bath members are attached to the ceiling sttuc• turul .y stem by approved anchors spaced ut a maximum 48 inches on center. Both ceiling attachment channels ore o1' elcctropulvanizcd, repainted, cold•rnllcd stool sections, 0.(121.inch. and 0,030.tnch.thick, respectively. Thc floor track section consists of one half of a stud assembly section, fastcnzd to the floor h) :means of approved anchors spaced u maximum 48 inches art center. A hacker angle, of clectrugulvunircd cold•ralled steel, 0.021 inch thick, has dimples spaced ut 3 Inehcs on center along its I -inch. wide leg, and is slipped in under the projecting flange of the floor track. The angle is held in place by the interlocking action of the dimples and the triangularly hemmed flange of the flour track. The 3.1nch vertical leg of the backer angle retains the wallboard facings in alignment. Vertical wall closure elements arc the same as used fur the ceiling detail, and arc fastened with the same fasteners, The partition is also supplied with recessed lead and base connection. See Figure No. 1 for additional construction details. Thc light gauge steel used in Use fabrication of thc sections meets the requirements of ASTM Designation A•446, Oracle A, The maximum unsupported height for the one -hour firc•resistive nnnbcarin`t Crusader partition shall not eatced 12 feet. Wlhen the Crusader partition is used as a nonrated partition, the maximum unsupported height shall he 13 feet 6 inches for the 3•inch•thiek panel and 24 Net 9 Inches for the 6•inch•thick panel. B. One.hour g'ire.raled Vanguard Partitions The Vanguard nnnbear• ing partition utilizes tither 2.inch• or 5•inch•wide metal H•shupcd studs at 24 inches OD center with three layers of either 'V'inch. or s / *.inrit•thick T,y'pc X ypsum board. A layer of 1.inch•thick United States Gypsum Company THL RMAFIBBlts insulation is placed between alternate studs an opposite sides of the partition. Figure No. 2 shows the typical construction details for the ~/..inch gypsum board assembly. The' •Inch gypsum heard patlhlon is similar In construction except for the thickness of (he board. !loth have a. one•hour Rre•resistivc rating when installed and constructed as described above and as shown In Figure No. 2. Thc light gauge steel used in the fabrication of the sections complies with ASTM A.446 Grade A. All studs are a minimum of Na. 22 gauge steel. The maximum allowable unsupported heights for the all Vanguard nonbearing partitions with 2-foot stud spacing are as follows: Stud width Height 2" 5" 10' 19,•3. An alternate one•hnur firc•resisiive Vanguard nonbearing partition otitis• ing the sine studs spaced 24 Inches on center with a layer of Y.•inch•thiek beveled edge United States Oypsum Company FIRCCOAIc+ gypsum wall board on each side and constructed as Set forth in Figures No. 3 and No. 4 may also he used. The maximum allowable unsupported heights for the alternate Vanguard nonbearing; partition are the same as above. C. Nonrated Vanguard Partition: This partition consists of the same type of construction as the alternate Vanguard partition except no joint treatment is required,'h•inch•thick gypsum wallboard may be uscd, and the Vanguard clips may be spaced a maximum of 1K inches on center. This partition may be used with studs spaced 24 inches or 30 inches on center and the spacer channels may he 30 inches nn center. The maximum allowable unsupported height shall be as follows: STUD WIDTH MAXIMUM HEIGHT Stud 24'0.e. Stud s0' o•o. 2" 10'•4" 10,•0" 5" 23'•4" •19'4" D, Highlander Nonrated Wall System: This s a nonhcaring, nonlire. Titled interior partition of steel studs faced on each side with one Iuyet of sit. inclt•thick Donn vinyl. faced or paper• faced gypsum wallboard. Thc No. 25 gauge 1•shaped studs arc made from steel conforming to ASTht A•446, Grade A and ate 21/, inches deep with a 1•inch.widc roll•formed section which fits Into the kerfcd edges of the g psum wallboard. The steel ceiling track is 3'/4 inches wide and I V4 inches deep. The bottom truck is 114 inches wide and 1 inch deep. A Highlander stud extension of No. 20 gauge steel, 21/4 inches deer, by 11/4 inches wide with tabs that clip onto the studs and Interlock into tits tap Hack is provided. Thc system is designed for studs spaced at 24, 30 and •R inches on center. For the 48•Inch on•center spacing, an intermediate Nu. 25 gauge C•shaped stud is used at the panel ccntcr line. elypsum wallboard panels are attached to this stud with an approved drywall adhesive. The maximum wall height for the 24.inch, 30.inch and 4R -inch stud spacing is 10.5 feet, 9,5 feet and 10.5 feet, respectively. E. Donn Gypsum Wallboard Nonrated Systems This nonhearing nonfire•ratod interior partition consists of heel Muds faced on each side with s /a•inch•thick 48.inclrwidc gypsum wallboard with square or beveled edges and factor covered wills decorative vinyls, or with standard 5/1-inch. thick tapered-edge gypsum wallboard with kerfed edges and joints field finished. The No. 25 gauge l•shapcd studs are fabricated from steel con. forming to ASTM A 446, Grade A, and are 2'/4 inches deep with 1.inch. wide roll-formed section spaced at 24 inches on center. Thc gypsum wail. board is kerfed continuously along the long edge to accept the outer flange of the stud. One stud is located at the center line of the gypsum wallboard with' oho flat flange of the stud aQainsl the back of the gypsum wallboard, An approved gypsum wallboard adhesive Is applied between the flat flange of the stud and the gypsum wallboard panel. The maximum wall height for the 24.inch spacing is 10.3 feet. The channel•shaped steel ceiling and bottom tracks are 3114 inches wide with 1 s /«•Inch flanges and 11/4 inches wide with I.Inch flanges, respectively. F Highlander f)ne• hour Flre• rated System: The nonbearing system consists of 11/4•Inch• or iy.•Inch.dcep 114haped studs fabricated with No. 22 gauge (.03•Inch•iltick) galvanized steel and `I-Inch•Ihick type X gyp• auto wallboard on each side. Attachment clips fabricated from No. 26 gauge cold•roiled steel clip over the entire length of one side of studs and fit into IC$O esnluation reports are issued solely to provide information to Class A members of the organization utiliJng the (ode upon which the report 11 based. Es,oivation reports are not to be construed as representing aesthetics or any other attributes not specffcally addressed nor as an endorsement or recommendation for use of the subject report, This report is based upon Independent tests or other technical data submitted by the applicant. The ICAO technical staff has reviewed the test results and/or other data, but does not possess test fadlitiet to make an independent s'er(fication. There is no warranty bylC80, expressed or implied, as to any "Findini "or other matter In the report or or to any product covered by the report. This disclaimer Includes, but is not limited to, merchentablhly. Pegs 1of11 Pogo 2 of 9 Report No. 2243 the keyed edges (Attie Type X' /- Inch•thick wallboard. The studs are spaced at 24 Inches on center tnaximum. Channel•shapcd top and bottom tracks fabricated from No. 25 gauge steel and other closing occcssnties are provided. A Highlander stud extension of No. 20 gauge steel 21/4 inches wide by I inch deep is provided, MI steel products are cold funned from ASTM A.336. Por tidditbonal construction details see Figure No. 5, The maximum height for the 1' /.inch-deep highlander studs is 13 feet and 15 feet 6 inches for the 31/4-inch studs. An altemste Highlander one -hour flre•tated, nonbearing partition system utilizes the same studs as the Highlander nonruled wall system spaced 24 inches on center with one layer of'/4•hnch•thick by 24.inch.wide beveled- edge Potwar type X gypsum wallboard on each side. Channel -shaped top and bottom tracks end stud extension are the same as the highlander one. hour flre•rated system previously described, Por additional construction details, see Figure No. 6. The maxl:num height for the 21/4•Incls•Jeop Highlander studs is 10,5 feet. 0. Donn Full•helght Nonrated Wall System! The nonbearing nonlife. rated Inietior partition consists of Donn full.hcight well studs spaced 30 inches on center with throe horizontal rows of spacer channels lucked in prepunchcd hole. provided in the studding. Donn full•hcight wall stud extensions are attached to the top of the studs, which are cut 2 inches less than the overall floor•celling height and enguged in an oseriappingg' head track, The bottom of the studs is Inserted into a light gauge mctal•channcl floor track, The Donn full•hcight wall studs consist of No, 22 gauge; 2• Inch-deep by 11/4•1nch•wide studs with 11/4-inch by 2.inch hales punched through the web al 20. 54 and 78 inches from the stud bottom. No. 24 gauge, 2•inch•dcep by 30•inch•tung spacer channels v. ith a Winch vertical leg on each side are notched ul the ends 10 interlock with holes In the Stud web. No, 20 gauge L- shaped stud extensions are provided with a 114,Inch- long by 31/4•1nch.wide leg to engage the head track and an 8•inch•i0n8 by 2. Inch-wide Icg to engage the stud. The Donn full-height wall panels consist of No, 26 gauge (.021•inch) steel ppuncls with eteninuous roll-formed edges laminated to' /,•Inch ypsum wullhoord, The panels may he soft edged with a fabric covering or have a revealed edge with u painted finish. The call panels are attached to the steel studs with Ni. 26 gauge panel spring clips shaped lo retain the panel edge and snap.lock lo the stud flange. The panel clips are Installed 6 inches from the stud bottom and spuc4d 18 inches on cenlerun the vertical face of the stud. The revealed-edge panels have a silty! filler strip Insetted between the panels, and the sufi.cdgc punts have a resilient edge appplied to the anel edge prior to covering with fabric. The allowable wall height Is 12 feel 6 inches, See Piguro No, 7 for additional details. H. Donn Htgh•performance One.hour Flre.raled System: The Donn High•performance wall nonbearing, one.hour flte•rated system consists of a top ceiling track 31/4 inches wide, channel shaped, with 1 ,,•inch vertical legs, manufactured from No. 24 gouge prepalnled steel. The floor track is 2 inches wide, channel shaped, with I•Inch•high vertical legs manufactured from No. 25 gaup steel, The "11" studs are 2 inches deep with. 1 % .inch - wide face on both sides, manufactured from No, 24 gauge steel. The studs are spaced one•half the panel width on center, I.e., 24•Inchrwlde panels are spaced armaximum 12 inches on center; 30•Inch.wide panels at maximum 15 inches ors center; 40.inch -wide panels at ntaximum 20 inches on center. The studs ace aimed using spacer channels which are 2 inches wide and have ih•inch•long legs manufactured from No, 26 gauge steel and have locating notches at each end to interlock with the stud webs. The spacer channels are installed 24 inches on center vertically. Stud extensions, die. formed L angles, are manufactured from .035•Inch•thick steel and are filled Into the top of the stud and also lilted Into the ceiling track channel. Panel attachment clips are die•formed ,018•lnch spring steel clips, irregular shaped, with flanges that lock over the 11/4-Inch-wide wide stud flange, And also have receiving nibs which receive the fuse panel legs. The clips are installed 12 inches on center to one side of each stud, staggering the sides of each stud. The face panels, consisting of ,018.inch•thick prepalnled rolled steel sheets with the long vertical legs formed to engage the panel clips, are laminated to a' /s•inch•thick'type X gypsum wallboard. The cavity of the wall Is Insulated with 11/4-Inch-thick, 3•puund.per•cubic•foot density U.S. Gypsum Company Thentsafiber Sound Attenuation Pile Blanket, The base is treated with either drive.in steel base dips 4 inches high, .048 inch thick and a sllp•on steel base 4 Inches high, No, 24 gauge steel prepaintcd, or with an optional 4-inch-high vinyl base laminated to the wall with vinyl base adhesive, Thc allowable height is 15 feet 6 inches. Sec Figure No. 8 for additional details. I. Donn HIgh•perfnrmence Nonrated Wall System, The Donn High. performance wall nonbearing nonrated systetn consists of the same type of construction as the Dunn Iligh.perfurmanco wall one.hour flre•reted sys- tem except for the following items: The studs are spaced the same as the panel widths, I.e., 24- inch.wide panels with a 24•inch stud spacing and 30. Inch-wide panels with a 30.inch stud spncine, The clips are Installed 18 inches on center vertically on bush sides of each stud flange. The face panels con>isting of .018•inch•thick prepalnled roiled steel sheets with the tong vertical legs formed to engage the panel clips are laminated to regular Vs. inch•thick gypsum wallboard The base is treated with 4.inch-high No. 24 gauge steel base applied to a channel applied lo the steel face panel bottoms or with an optional 4.inch -high vinyl base laminated to the wall with vinyl base adhesive. The ullowable height is 12 foot 6 inches. J. Crusader Clean Room Nonrated Wall Portition Systems The Cru- sader Clean Koons nonrated nonbearin6 artition system consists of the same type of construction as the nonrated Crusader Partition, except for the following tems; The panels huve a 24-Inch modular width. The panels consist of a'rs•inch•thick I •M•3 particleboard core to which No, 24 and 140, 28 gauge elcctrogalvanized, cold'rolled, prepalnled steel facings are adhe• sively bonded to the exposed and unexposed faces, respectively, The maxi• mum unsupported height of the purtition is 1,3 feel 6 Inches and 24 feet 9 Inches when used with the 3.inch and 6•inelt studs, respectively. K. Identification: All products are shipped In cottons or bundles that bear a label cunt:ining the nume of the product and the manufacturer's name and address, 111, Et Wow Submlttedt Fire test data, calculations, load tests and descriptive literature are submitted, Findings IV. Flndln st That the Donn Nonrated and Fire•rated Partition Sys• terns as described In Ibis report are an alternate type deconstruction to that specified In the 1901 Uniform Dultding Code, subjec% to the follow. Ing conditions I. All wallboard 1s Installed vertically. 2. The construction shall be as set forth In this report and the manufacturer's Instructions. 3. Horizontal joints In the gypsum wallboard are not permitted In the fir.. rated perlttlons. 4. in the nonrated partitions, no horizontal joints are permitted within the middle half of the stud height. Wallboard panels above and below the noddle hall are to be In one piece, 5. The Crusader Clean Room partition system Is limited to com. buellble construction. This report Is subject to re•examtnadon In one yeah FROM HBI - ICS 0/.46.3 } ,Itge M~iilll4l IM /C /i CwNH. 411444.01 •!a:^: 11II.111111 ChINIA Cr.1 /MI w1n p.yl C■114 MM44 1 10' SO' SECTION A•A �atiwr uii.�i II" e11nA1fad I r H 12.12.1980 •MI41.A 'gig An11.1r Nom 4 41 * Clnh. 111110 114 rdlw . 1'f Mb Wq.O hw rNi 'jnMutlaN "%NIA '1" 1•�l .1 ■ � i ion Naomi wN1 tiMll NO IMO • tau r nd) mod 011 Nods C. /All./n Ids d lb Lan, IA Mrs N We wyo. WWI fad 63V. firlharr 11133 ' it►1'i11M� lints MN.1 1 i 1' 1'• 11 INAllI.LNy Val 140 0.1 w•I ken $r.WII O/11M1 101/1 tt1 1I114 11 C,•IN *d 4110 /114 IN GANf Ml1N 1.M/ wN1h1111 -- P. 4 Report No. 2243 -111 MINI !MA AwN>•N/ • C41iy wwll t11MN1 i1I11. you 1114 INgIM 11111 1111 IrtiII..1 M 111 1f On! C�Mw -- 'M. UM QETAIL C SECTION Bit a11rWO1+ AMN./11'.1 / I l• /wil•/w./ W � In M/ti u'u Spy% Pe MAI L • li T . .01112311RfOkint& =WM" MULL Flpura No.1- •- Typlcal Conitructlon Delano for Crusader Pu1111on 0 VlmUU•. ems $'OC. 1 I� I•"} wlU110 $I dord Lu+a11 :o Ti.l.ri Shamrock °motel Sutw. rkttodi,TypeX WO Cow( ed • Gypsum W011bev4 11IWO Seri.dv i a Von Wel 4444,CIl.nMl leO.C. ---"' 4 24' .....T.24' i • -i✓ 4- •• 04411444 PM.Oed. Type 11 oypwm Wattpeard Whim 24• ITTr °1)e MAO Thimelper / % T.rmhahOn 016 It+ /Cu. Pt f Molding TYP. Spoor Channel Sawed t. Wolf TYl3 1y.220 /eew IA Spot', Gnomes el Top 12). Canty 121.an411alroml21 ` storm Portal (2) Nom 121 1 �• r - a �ar• rr • 1 $�1 Vonpuor4 • r• .I }' Orynoll WW1 (2)PVr Seoul (SPPPrdadaar , 69 410 C.) If COO Dim -• -•' • Odd Bend ttit g, Adhlai�i, { Died Continuous on ittarmt4iele Srudr 1 }'110ti I` inallon it i }'Orywell 11aw Nstolti07 f,rirri 094 pond MC Adhaalvt, Immediate aStuds / on }' w•11011 !Urfa (4ywCup) imenorgi C4d1rj Doak- 50ord Spry Wiper, Stud - •: ICI 11'I %N1(o,c. Swine I2' from 110110111 » -.• - -• • }'USO Snitlrcak FIrSCOdt Too X Gypsum Wellboord $4 plum VinyuIrd CIS, 11'0.0 Alamo (load Edge 144191 112I 0.012' Pool 'flock I lo 1 --• ,— ,1. -if tempo Moltirn l}' Drywall lug ■s Cy,aum woAee►d Mocks 91 Midhaloht tod room Top ant) 'orison linear CMMtah 2(QC. 1 1,7•W -020 Drywall ••— ;'uto'lemma now* Intelmck Piecodi, TyP.X Vinyl Corers. Oyplum Mewl — Sod GUnYen TYR • O �--• lease aeleke Figure No. 2— lyplal Construction Details for Vanguard Partition FR,OM HBI - ICS POO50to t'r AEI rr r, 12.12.1988 11134 P. 6 Report No. 2243 1 'wren* IC11Ew111 1r O.C. A• • L /OW T— SRACIAComoMCOOT 111I'O.C. RUAIMAINT COIAr « 0UNO (I W N. firm . X1.1• •p��'A• 1'4`•�MM. 4 it O A. STEIL C/t4M IL DIC�ImoAlTIAMINAN utlNOrrwM p� X2w DRAWL scREWIAT SPACERS ONLY �11N•><�OE�EO td11b�Af qN ItATIEO y,. 1 • • Yw1U. r•, R CHANT i W1LY(14.0 r0 1 • • 11 • SECTION B•B • •• ••• 1•h'C ILINOmow • • 0 • fl 4ATIQN PMMEIAO►�l•' . ICn! W MI ►LAC! �- IMCS0 CNANNlLI Q I I' 0 C. W • 14' w IRO' OYPI411I004.A0'NA1 /. SASE CI IM • I1PIRSCAM) 244• TI,IMIINATION MI .—�. 1J r wouOMIIA0CLIP r • ONYDAAS! •'4., .. ILEVATION 11 • •1 ICIIlYIIM IPOC CANE IN TRIM •LANG AAOCLIP.lro 112 OCORN Mc!. pA WIOUA O•Tub� -' -� �'-••• - A+N,olwl0 $TUO 1111N41IO4 OYPIIIlM WMb •• ON•Ib0 W! 1A1t ar - •ive W.gO FLOOR TANN • • I; I•. , / III �• / WALL SECT10N A•A tir Mo. 0—Alternate WnOunrd PrnlIt11dfr Co'ti t�uofbn Dlltntl� • � 1� � 01 • , • I ' ,•'1.•,• or 4. ‘•" ' ' • •'~••• , • • - • • .IOINTCO riutT O N1 t• OYPIIA11104 Plpur No;'4- Aflim.t� lhinpu�nl Onahqur F1rr•nud 41%41, JoIM ThdmIlnl pito, . • FROM H81 — ICS Page e of 9 12.12.1988 1J:34 P. 7 • Report No. 2243 40" 0.0. SEE DETAIL A HIGHLANDER PIRE.RATED STUD HIGHLANDER SPACER CHANNEL AT MIDHEIGHT SECTION A•A , ' . i of 11 1 1 I; 1 1 t 1 i I , II 1 1 11 t 11 11 4 I li I rile 1 r I II il 41 l• 1i II i I ' , o, 41 1• o sil 11 4 1 al I . I i .1 e ELEVATION 4' METAL BASE W FIRE•RATED.GYPSUM BOARD W PIRE.RATED GYPSUM BOARD PANEL ADHESIVE HIGHLANDER SPACER CHANNEL. DETAIL A OPTIONAL ALUMINUM TRIM MOLDING 1' x 1W ANGLE MOLDING SPECIAL DRYWALL STUD TRACK STUD EXTENSION NO, e x 11/4 (PHILLIPS) PANCAKE HEAD TEK TIP SCREW TYPICAL, HIGHLANDER FIRE•RATED STUD • W FIRE•RATED GYPSUM BOARD 4' mrtst BASE 4' VINYL COVE OPTIONAL UNIVERSAL BASE CLIP DS•280 DRYWALL TRACK HIGHLANDER STUD SECTION 84 HIGHLANDER BOARD EDGE CHANNEL Insure No, I—Typical Construc110110t Highland/I On&hour P144414$1 Partition System FROM HBI - ICS 12.12.1988 11t35 144" 24' ' 24' 24' 24" K 1.—:24 "...._ 24" 24" 24" IRE RATED HIGHLANDER STUD GYPSUM BOARD .24" 4' STEEL BASE 3' P. 8 Report No. 2243 IWSCREWS 1• ON CENTER DRYWALL STUD TRACK./ 314' FIRE RATED GYPSUM BOARD t 1 Ve SCREWS ' 3 PAR PANEL N 111 x i% ANGLE MOLDING HIGHLANDER STUD 4' McTAL BASE (4' VINYL OPTIONAL) UNIVERSAL BASE CLIP DRYWALL STUD TRACK 1W SCREWS 3 PER PANEL W FIRE RATED GYPSUM BOARD Agora No. 6- 1ypIcal Construction DelnIle for Alternate Highlander On. -hour Fire-Mid P4rlplon System FROM HBI - ICS ..• Pegellote Report No. 2243 411111•• •••••• ..mosigno MONO *Nome aft 11.12.1958 11:36 P. 10 .. is- - -Or Ili 1st w ram .►. lir N 1:Q11 ri .„,,,,,libel nu , NO 11 M I r ! b katiirroil /clip, . lift& .2 1 ,... 2.....pir. ..... i • 1 CT' hip wavLrs gor.a•.mvr rarwr.rr s t:f alr In IN Ir gab 'NM 401 FROM HBI - ICS •,. I1. Steel Panel Test Data: Fire Rating - One -hour endurance and hose stream test • Test $WH1.694.0098 by Warnock Hersey International, Inc. Tested with 2' HP stud 20' o.c. 40' wide steel panels with 1/2" thick gypsum backer • staggered panel Joints, 05300 ceiling traok;111372 floor /intersection track at floor and Intersections. Alternate head detail 111372 track with 1.3/8' wall angle. Panel adhesive on Intermediate studs where Joints do not occur. Metal panel attachment clips 12" o.c. Spacer channels at mid - height and 24' above and below mid - height. Vinyl cove base or 3 -3/4' PVC base with base channel on panels. Tested with 1-1/24 thermofiber Insulation. (1-1/24 thermofiber insulation not required to pass test.) 24" and 30' steel panels are also approved, Sound Tests • by Riverbank Acoustical Laboratories • STC 40 • Teat No TL- 83•290. 115300 Ceiling track, 811372 floor and Intersection track atfloor and Intersections. 1 -3/8', angle `' mold al intersections, 2' HP studs 30' o.c. Spacer channels at mid - height and 24" above and below mid- height. 30" wide steel panels with 1/24 thick gypsum backer • common Joints: Metal panel attachment clips 18" o,c, Vinyl cove base or 3.3/4" PVC base with base channel on panels. No Insulation installed in the watt. Sound seal at perimeter of wall. STC 41 • Test No. TL•83.292. 415300 Ceiling track, 111372 floor and intersection track at fidor and intersections. 1 -3/8" angle mold at intersections. 2" HP studs at 30" o.c, Spacer channels at mid - height of wall and 24" above and below mid - height point. 30" wide steel panels with 1/2" thick gypauhi board backer • common joints. Metal panel attachment clips 18" ac, Vinyl cove base or 3 -3/4" PVC base with base channel on panels. Cavity lined at top and bottom only with 12" 011-1/2" thlok thermafiber insulation. Sound seal at perimeter of wall. OTC 43 • Teat No. TL•63•291, 115300 Ceiling track, *1372 floor and intersection track at floor and intersections. 1.3/8" angle mold at Intersections. 2" HP studs at 30' 0.0. Spacer channels at mld- height and 24" above and below mld- helght. 30" wide steel panels with 1/2° thick gypsum board backer - common joints. Metal panel attachment clips 18" o.c, Vinyl cove base or 3.3/4" PVC base with base channel on panels, Cavity fully packed with 1 -1/2' thick thermofiber insulation. Sound seal at perimeter of wall. Structural Tests • by Herron Testing Labs. 1.,. Transverse load - Test No, R -9365. 40' wide steel panel with 1/24 thick gypsum board backer - ataggered joints. Metal panel attachment clips spaced 18" o.c. Spacer channels spaced 24.0.0. Following recommendations of ASTM E -72 Reads; 1. The average load at a deflection of span /120 was 44.6 Ibs /ft' 2. The average Toad at a dellectlon`of span /240 was 28.0 Ibs /ft= 3, The average Toad at a deflection of span /360 was 20.7 Ibs /ft2 4, Th9 evoir.apt .L *Q BI ±.f -av,tj •38 66. r lbsl'r" FROM HBI •• 12.12.1988 11637 P.12 111. Gypsum Panel Teat Date 3•1/4A Wall One Hour Fire Endurance Hose Stream Test . Teat #5598 by Building Research Laboratories, Ohio State University. Tested with 2' HP stud 24' o.c, 24" x 5/8" thick fire rated gypsum wallboard panels - oommon joints. #1673 backed ceiling /intersection track at ceiling and Intersections; 111372 floor /Intersection track at floor, 112223 ceiling /intersection mold at ceiling and Intersections. Gypsum Board attachment clips spaced 8' o.c. Spacer channels positioned 24" o.c. starting 12' from base. Stud fire channel stifiners are used with spacer channels at cut panel intersections. Adhesive backed glass fiber heat resistant tape field applied full length to both faces of each stud, Joint compound used to seal joints (USG all purpose ready mixed Joint compound.) 3/16' bead of compound was used for the full length of the studs, Six Inches of 2' thick thermafiber insulation Is stapled to the top of the board, In the cavity of the well between studs, Al Intersections, 2 strips of 5/8" think gypsum wallboard were cut and inserted in each vertical track and secured with screws, Sound Tests by Riverbank Acoustical Laboratories: STC 35 - Test #TL71.179. 48' wide x 1/2" thick vinyl covered gypsum board - staggered joints. 2" HP studs 24' o,c, Gypsum board attachment clips spaced 18' o.c. Spacer channels spaced 24" o.o, Panel adhesive on intermediate studs where Joints do not occur, Vinyl cove base or 3 -3/4' PVC base with base channel on panels, No insulation installed in the wall. Sound seal at perimeter of wall. 8TC 37 • Test #TL71.188, 24" wide x 5/6' thick vinyl covered gypsum board - common joints, 2" HP studs 24" o.c. Spacer channels spaced 24" o.c, Vinyl cove base or 3.3/4" PVC base with base channel on panels. Cavity contained 1-1/2" thick mineral wool Insulation with a density of 311 per cuff. Sound seal at perimeter of wall, STC 37 • Test #TL71 -187. 48" wide x 5 /8' thick vinyl covered gypsum board • staggered Joints. 2" HP studs 24' o,c. Gypsum board attachment clips spaced 18" o.c. Spacer channels spaced 24' o.c. Panel adhesive on intermediate studs where joints do not occur. Vinyl cove base or 3.3/4' PVC base with base channel on panels. No Insulation Installed in the wall, Sound seal al perimeter of wail. STC 40 -Test #YL71•181. 48" wide x 1/2" thick vinyl covered gypsum board - common joints. 2" HP studs 24' o,c. Gypsum board attachment clips 18" o.o. Spacer channels spaced 24" 0.c. Panel adhesive on Intermediate studs where joints do not occur. Vinyl cove base or 3 -3/4' PVC base with base channel on panels. Cavity contained 1-1/2' thick mineral wood insulation with a density of 311 per cu,N. Sound seal at perimeter of wall. FRQM H81 ;..ICS 12.12.1958 11t38 fir! '4111r r'rr► � Y P.13 IV. Steel /Gypsum Panel Test Data Fire Rating • One•hour endurance and hose stream test. Test 0WHt- 694.0194 by Warnock Hersey International, Inc. Tested with 2" HP stud 15' o.c. 30" wide steel panels with 5 /8' think Type X gypsum board backer on one side of wall and 30" wide x 5/8' thick Type X gypsum board on other side of wall. staggered joints. #1372 floor /Intersection tracks used full pertmeter 1 -3/8" angle mold at ceiling and Intersections. Gypsum board attachment clips 8" o.c. Steer panel attachment clips 12' o,c. Panel adhesive on intermediate studs where Joints do not occur. Gypsum board panel screwed to tracks top and bottom. Spacer channels 24" o.c. Vinyl cove base or 3.3/4' PVC base with base channel on panels. Shelf Load Test - Test #P2900 by Herron Testing tabs. « 2' HP stud 24' o.c. One side of stud fitted with steel panel attachment clips 12" 0.0. 24" wide steel panels with 1/2" thick gypsum board backer. Panel screwed to stud 2 places at base,„ Other side of wall clad with 48" wide x 1/2" thick gypsum panels. Gypsum board attachmenL • clips spaced 18" o.c. Spacer channels spaced 24" 0.0. Knape & Vogt #87 wall standards were attached to the steel panel at 24' o.c. centerline to centerline of adjacent panels. Each standard fastened with five number 6 molly bolls. K&V 0187 ehell brackets were locked to standards at 12' o.c. with the center shell located 47" above the floor. Shelves were 2" x 10" x 54' long, Results: A total load of 1056,4 lbs. was distributed uniformly on the three shelves with no structural failure and no panel disengagement, Maximum horizontal deflection of panel was 1/8" measured at the top shelf. Maximum vertical deflection of standards was 5/18 ". Permanent ael after load release was 1/64" at the top shell and 1/4" at shelf standard. e-- ORDINANCE COMPi.IANCE - PLAN CHECK PROJECT uTCI�. Sc,l !Gt r Sheetjof. I Date: 121‘218e5 I 11 The following corrections and/or clarifications are required to complete the plan review. i• (1)1\U.-4D rGamh1CC (C= co 1Dog_ R.EG) TO t3E R - t-t to 'F 12, Cott t c to t t. ---- ov t OE. ''D .TA6-- Q� '3ATz C• 1L1kc ,,r....c,.›e. C3LL 02. LID (6 Me. _Co htS- C't�2c�GUpt1 PtS uoa t,.L.S . 1 Lk Ls .r. l.rl, -vE.t1 WALL/ \z/2/ Gxk-Ao 0.aud — I , • ORDINANC E COMPLIANC "CHECKLIST Prciect:130.1kn CAMLYISta Se.QOtGFS 9 Pea BS Sheet_ 1 OF File # 1. OC,CUPANCY GROUP: Fj-2 CDFpGE 1 (1t\to... cLAw744) ��/�, 2. TYPE OF CONSTRUCTION: VR?P(�l1�,►.. CZt_,.[� t•i/C 3. LOCATION ON PROPERTY: G)(1 T1 4. BLDG.HT./ NO of STORIES: 1 �VD4 6 ANI /C,, 5. FLOOR AREA: �7 e,() 't "F:).t7C. , Z K a TSi- 10,14T €V AC) er6. OCCUPANT LOAD: (DfRrA. EFFE.G'M.D : 251(087 IDE0aLopet> G1.4%)ewM C:KsA = c o 4 tit FLcX -4 2oN/20 = ta),5- 10 ± ®cc. t,veAt4rs pee. gym DETAILED REQUIREMENTS: 2 Occupancy�C - Type of Construction 'xiting NoTF (ic1LL oaiLlkc, °C? Cage. 1- N'a •RAIED 4 c R.1cc4.c. 7 -ct.E.1-ctu. o f K ode Regulations W/C 'ngineering Regs. & Reqmts 9ompliance w/ W.S.E.C.. Ompliance w/ Chapter 51 -10 W.A.C. NOTES: r • 44 ' RAe T J RY�Ar • T>r N4 t t4 b� I t1T ANb 601`1 'i )100 1$ AAA . +?'11■Y WIR > IN 0 o T.(o. ts' I 1 �f.'iAsr: — se FIL nderstand that the Plan bject to errors and omissions Tans dogs not authorize the violation o opted code or ordi py of ap oved pl By... Date Permit No • J �; > � U nce. Recei acl:n•wI of 'd �•zrEM. o ANNIt4 n'> H r % 4 l vJ Itz li o 'x' I hi '>�rl� 4, jA V Ti C,L. L , NLS FAN IGU► �Ta TRIG lA,& N 'z' rr� ,, " -Pt.C;t44L cea.1 . e ,V%, ' Air �pbs►t�iG�iNl► WS -'INor INTM.GNGD) aimt�WP 'FAG* y,114W, . - -- - 1- &' .AT W A l•1,.� AT... .. . �rr ,.�rr.��ww � r.ftt4 ea.. + !I +�Ib� .. irs..s' . SaAu. . IOW 8861'LI'Li S31 - ' * * *ar13 * ** ,fr.Y wires , ,1 "d•G. ra.14,42 1,10 Apia IN 9 7Nm . MAN � T , ?1ZA , • •d • 4411fitileiH : ::ii!....414174.. MI( o gAirik4. 64eA I IOF•i A O NON %Sr fAt O ., T O 'Per $4 L.AvY N I. 1a:1plr pDerd prik. Mai Felt ftS1 P PY jaONN tic 24 GEII. ING GPO A WAY- 4 WI2•6 loM IliY 1040) 12'-o" oz., IIJ �� DI�R.EG'(Iot� PAILT1161 Age �I, 14P-0" AP.Tr ioT�'floNti 40400 Giu r . 41 1.o" AlYsa ' MVAY w , Iq �Y OR�IC�, i� � 7 WAY 12d411c s�� O,G. Z 1.•rr ante r "CITY OF TUKWILA 1 C Southcenter Boulevard bUii', JII'IU rtllMI 1 HrrLI�.:P�'� IVII .fi.Nkw:la, Washington 98188 Control # �� 73� ' (206) -433 -1844. pp 0Idg- 1l Site Address T7 Cc,r)Or-cttc, fr N�I11<_-, `,a, 7uktuc(a- Suit : #I��C4 1'1 Floor# I c,)/ Project Name /Tenant -- Ya. tyt d]+ll. )(Ci CA.) 7i, ��L�)c£,) Valuation of Construction %410 Assessors Account# Property Owner wit C --1-4v_ tue--- "(, Phone (') -!?-) tog3.0.00 Address /1(1) .7,i,(`}4 blor-,, !-)tick ) 6/� A Ref:LC'A's ( A- Zip c{cU-7I- "2'17 Applicant n1LICac (O0-4,- }'(_c►cf10) (4))4-c hivS Phone (1-06) /-1VI•'3 H Address %I ; )rid AL)i. •i} Z-1 -7 1 .e(- A`}-{ -[� lug Zip `I�1C� Architect /Engi neer J4){ ►,�;1:, (CM 1L G.r `SW. U (('�'� Phone $�c '10 1r1. �I?a I� ' G��.� Address 1 l) f��) 2ci.?�il1f 1 P(Ii) (1l✓- 75 (!i�.i-}l.e. LOA Zip (.i112A Contractor M V o1;. Co n / - 5 7 ) i-11. C.ftia1 •.5Lih- 1-cols Li cense# M' F.S 1111:- 1 Z F M S Phone 41 1 Y I I X Address 1 1)C1 4(4 tt Zi ( Se n`fllQ_' (di Zip Ig►ott Class of Work: New [l Addition N Demolition E Interior Tenant Improvement Q Remodel (residential) fl Reroof Demolition [] Other Describe work to be done I�C�tYI(�f(r III I�titx- %c.1.Ei`i-, (11 -.1-0 0- (66aSsruu7y\ fed ck. c �' � n-rna. -�c6( jZ ) l �f(,I.( R. tutc -9 I-1 'U il C 1 ��. s (.4- f ( c. c�.: ( ern Ct..e� Cl a a EGALpc,cte h.) etk.,1 , ) ) r Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building 2A eV) Square footage of tenant space „2 ,I(Q Building Use CI (A.c{,rr..Dy)''-1-tu►ltr1.a} Will there be a change of use? Yes M No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? jJ Yes (1 No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED CORRECT AND THAT I HAVE THE PROPERTY OWNER'S` Applicant /Authorized Agent (signature) THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND AUTHORIZATION TO DO THIS WORK. J `""'�( lt,t, Date H129 /Y X (pri ntt name) I 0 Liiir,1I fx, Li ii-bz-- Contact Person (please print) t' I��1"(11 f1 i I , j • e .__ .. Phone ` 04 W OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 5�:18.o�"URgceipt# 6' 't Date Paid '=-•Z °' SY Plan Check Fee (000/345.830) .3 413 uv Receipt# C 3 S3 Date Paid Jr -- /c- -W Bldg Code Sur Charge (000/386.904) 3.50 Receipt# 6, 3 pJ Date Paid ,r_ ,(j 4'y Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL 7 --R-/. i (OWES: $ ' ) — - -- SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foota e f Entir U 00 ..2 J el.'(L t. ,- -°--�' Building: FLOOR USE /Occ Type SQ.FT. oGG LOAD. USE /Occ Type SQ.FT. ACC LOAD USE /Occ Tvo SO.FT.J OCC " nu_ TOTAL SQ.FT. TOTAL OCC. TOTAL, •TRACKING • I, 1 p' I OMMEN S /WO BLDG IZ-1-$1$ Approved for Issuance Type of Const. To Mahan: Date Approved: 12 -•1(p. 6 FIRE 12 -Iz-S3 •74 Approved (Initials) � Per letter dated l�i�t3, Fire Protection: in lers Approved (Initials) Detectors • BAR [] LAND USETSEPA CONDITIONS PLNG Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated A NOT USED PROVIDE AND INSTALA NEW FI XE G.W.B.` S'EVD WA "E1S ;PAINT NEW ANDEXIST.ING ADJACENT .WALT. "S AS NECESSA,Y FOR CQLOR, UNIPO.R TY., P TNT :COLOR AND.. NEW RUBB R 'BASE .SHALL MATCH EX l SH NG ADJACENT WALIaS. REISE DOOR DOOR FRAME, AND HARDWARE- FAA HAS BEEN «'REMOVE'D FROM IBIS B'UTLDI NG. TOTAL OF 2 (RH) 'D`6ORS THIS FLOOR. U/L FIRE RATED DOORS. SEE "O ABOVE . NOT USED PAT '01, REPAIR R AND `PAINT OR REF °I I`I1 = WALL AS rNEESSARY . MATCH 'EXIST `ING` Cbl R CUTIOPENING IN EXTERIO WA ;L*i, PpVIO AND INSTALL, 4,' 17 X ' SQL I D CORF .WOOD D00R., MFT A L _ DO0R FRAME AND LOCKING DOOR �HARDWA"RE PA I'NT E.RAME AND ,ST Al N DOOR 1`0 MATCH COLOR OF WOOD S I•'DI NG NOT USED REMOVE, CAR °PET. AND GLUE 4IN ,TkHISumROON EXPOSED C•ONC'RETE''WI LL' 'BE THE 'NEW'FI'NI F LOO R NOT USED. REMOVE EXISTING `•G W.B. FIXED WALLS, :.DOORS, FRAMES, HARDWARE,; ETC.,,AS NECESSARY FOR INSTALLATION '•OF" NEW WORK. NOT USED REPLACE ' :AL L REMOVED CE I L LNG LLE.AND GRID WITH 'NEW MATERIAL TO MATCH ADJACENT - MATERIALS. REUSE '''AND ,,RE::, INSTALL DOORS, DOOR FRAMES AND )HARDWARE . REFINISH' REUSED MATERIAL AS NECESSARY ALL '`'DIMENSIONS ARE TO FACE OF ` "STUDS P A I N T A L L L SURFACE `'MOUNTED W I RE MOLO ` MATCH WALL COLOR.'' •.YIP FIRST ; FLOOR PLAN SCALE: 1/8 =1' -0 I NSULAT E g'AL L NEUWAI I S , :PROVIDE 4'',:)BLANKET , I NSULATION` &ON`.IOP t0F aTHE` CEILINGS;; EXTENDING 41 -0" AEYOND''ALL NE/ ```k'AILS IN'BOTH DIRECT IONS: PATCH•:`AND REFINISH IALLS (OR•REPLACE;.` IF . DEMOUNTABLE)'NHERE OUTLETS; CONTROLL `I DEVICES, SWITCHES,'•ETC.. HAVE'BEEN`;REMOVED: '`•' PATCH H: '.SMALL 'AREAS OF 'CARPET §'HERE- DAMAGED'`fOR.`NON . 'EX I STANT MATCHLEXI ST I NG CARPET OR REUSE' PART IONS OF SEXI ST I NG `CARPLT''WHERE`'POSSI BLE 10 ALL NEW' 1 .'HR'.-` "FIRE RATED WALLS RECEIVE ,.} U/L • FIRE RATED ', DOORS''THAT :!HAVE 'BEEN REMOVED F ROM'T H 1 S'IBU I I D I NG. SUBMIT MATERIAL' SAMPLES TO ARCHITECT FOR APPROVAL m i FILE COP`:;.. I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any a. adopted code cr ordinance.` Receipt of contractor's copy of approved plans acknowledged. NEW WALLS EXISTING WALLS By Date Permit No(� NEW .5 HIGH °PARTITION. UII.t,:N , DIVI ON REVISION BY APPROVED DATE' SYM REVISION APPROVED A , REMODEL /TYPE ; CABLE 'ijN -5324 RB S H O `AUBURN, WA. 98002 k1 BELLEVUE, WA. 98007 O EVERETT, 'WA.' 98201 .0 'KENT , WA. 98031 O''PORTLAND, 'OR. 97220 O '- RENTON, WA. 98055 El SEATTLE, WA. 98124 ACCEPTABILITY THIS' AND/OR SPECIFICATION IS APPROVED APPROVED BY 'DEPT:[DATE DRAIN -1Y su[i`1�E N CK N E:D a . NORMAN 10- -88 " e ETrtFNEE1 ED "8Y TITLE B. BARBEE 10- -88 NECKED AP!511OV-tD APPROVED TUKVILA,< , 11 1 µII 1 i 1 1 III I I 1 III 1 I I 1 I I (I I 1 I 1I '1� I I °I I I; I I i II ,I 1 ► I i 1 7 t� Tte Ihicrof .c1 ^i li.ed 1 ' 1 dr o c.•r u nI'e .N n iz )is less / IcIlI, ea.. r 1; �•t, ihaya+ , tc this •P I 1 I III. 11111111111111 ''I 1 I L I A ! 9 II) 1; 111111 1 16 1116 INC, t %i.s due to the J.,�e:.. � ,,,. .E ".,. •.: . � . i �. r e D, .v. . f.,�. .}; . . :.r.>- „; , . .. . ' fn ?. , ,. ✓ J,;: � ,. .r.^ v e�- �,.:� :a� � ., ` +.'�en '..f � .., ; . �. ,,t. f �r • Y . da - • :. . t � �, ;;,; � �S .. �. m i'`�..; " •.-� ,.: / Y. �vf.'ti •,..w1 . <. ' ., M•r , K , S •y `J.. =�.;�. 7 ! : f, lc . �` ; � , : , • t �+y•, ^.r , .� •.: 3a3xt. ry. ck:,-:,;.rrn..,:,. : . . f _' ,?n�r�. �i: jE,.,.'.• � _ i{:; < r.s.r -.��<.' 4 ;�,�.�: .: : " r .srSs' �: ,5:� t '' t �> .F .ri .� . r . .. .. .s- . , , .'t:.".?} h.F'd .n�' .J. #.,'. tt. I ?.v n4I �.. u. . n�+. dl, .• l iII . t o f . S,t.. he or .v r/..a_-..g. I inadl d r o cy•,:ur .�'m"` 1 i'4 rt en. t Oc 6e Eie GZ 9e GE ve. £L Z �� ' ` I � r• I e r �f J ,_+..,} �•.'i. ��r G 1rii ii i ++mill liiiliiiiiiiiliiilililllii ilildhilliiiilnl1 tiIlitldil :l Ihltllhlr111 I lili Il-lllll IIIIII IIIil!il 'Whitt lllllll IIIMI Iinlli)i 1 ill! 111l1 IIIIIlI I ' li II” I. IlI' : ira1` ,.� ... l� c� l.r�l%'r..�. " •w� E- -. 1� i11 ,w .. ;., k �� -• • - � f� ''',. tr,>,.-- 11!j ... �'. X/ ,",w . 4� t'aa . ti :. 1 I 1 I l i 1 I ! i, LI . 1. I I 11 MADE CfRMANY 12 TYPICAL 2'X 4' ,1 =1OUR FIRE RATEDCEI`1lI T I L E , G R I D & T E E SYSTEM I S REQUIRED F1OR 'NEW WORK DO NOT USE Ti-I I S SHEET FOR 14EC1-IANICAL 'ELECTRICAL WORK THIS SHEET IS FOR LAYOUT '0NlY FIRST FLOOR PLAN SCALE: 1/& =1 -O • .1'x2' RETURN AIR GRi'l_L 2'x2' PET JRN AI.R G'RI'Lt..'. 2'x2' 1`DI FFL$SER SPRI' { <LER HEAD 2 4' 'E LUORESCENT LIfGHT'FI.XTURE Si'M APPROVED! DA1E El AUBUK,N, WA 9800.2 BELLEVUE, V+A. 48007 CJ EYE'RETT , WA. 982"1 "1 ;KENT WA 9'80 3�1 CJ POrRI LAN!, OR. 97,220 E:1 RENTON, ''W A. 9'805 5 0 SEATTLE, WA. 98124 ACCEPTAB IHI:S OESIGN SPECIEICAT ION ,1 APPROVED-BY— I AIE 10= =88 APP'►VE0 APPROVED 11'1' 1'1`1' 1' 1'''J 11 he. rdcrotilmed :At �is:due to the 1 11111111m lini1in 1 ilililii� 111���i1 dc,cument is lase c' Fat than to E tizigosv4ff the original:. doewrtent'. 11 111111!11111111 1111111111 111111 1 .e 11111 I1111 1111Y1111111111 frra,; yF3 42r Sty 1`I I I II I'j'111 1 111 I IF) 1111 1 x111 `1.` I 1,i 10 11 MLD U;(; MnNY 12 ye': ...<..,."�:ari -.:.. w. a. ,5•:,i,,,, r o ✓ <.'.s.'.e.-n.,., t.c'341 ..u:4..� -?. ..,,.. .n.wa... x'+.rv`d -W.�. ,., «•e. +t4 t.iiAi'::,S.:n l:t..; 1711=7------1/1 212 fi 4J 22C4 E 5 21A8 22A8 1 201410 21A1 22BIO TELEPHONE _ECTRI CAL nor RE IST ROOM MEN ,.- -R r 7 11 11 \ - _ 111 JI�I 1-- ■ / 1 SECOND FLOOR DEMOLITION PLAN SCALE; 1/8` =1' -0` 5 0 5 10 15 20 SCALE 1 /8" =1 '-0" FEET 13 24 I� 21C1 �22C1 DEMOLITION FLAG NOTES QA NOT USED QB REMOVE EXISTING C.W.B. FIXED WALLS, DOORS, FRAMES, HARDWARE, ETC. AS NECESSARY FOR INSTALLATION OF NEW WORK. QC NOT used 0 NOT USED GENERAL NOTES 1 REMOVE DAMAGED CEILING TILE AND /OR GRID IF NECESSARY. 2 REUSE AND REINSTALL EXISTING DOORS, DOOR FRAMES, AND HARDWARE. REFINISH REUSED MATERIAL AS NECESSARY. 3 ALL MATERIAL THAT IS REMOVED AND NOT REUSED SHALL BE STORED I N THE BOEING WAREHOUSE, BUILDING 7-45, AS DIRECTED. 4 SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR OTHER DEMOLITION. REFER TO FLOOR PLANS FOR LOCATION AND AMOUNT OF WALL TO BE REMOVED FOR THE INSTALLATION OF NEW DOORS. LEGEND EXISTING WALLS. — •WALLS/DOORS TO BC REMOVED. 5 HIGH CO OF TUKWILA APPROVED ART I T I ON TO BE REMOVED. MYC6 R CONSTRitTIB i SYSTEMS RECEIVED C1'nY OF litIMM.LA N OV 9 1988 NOV 10 1988 RECEIVED BUILDIrea Dien, /8 STD. BLANK 3 w z 0 z SY1! REVISION APPROVED DA1F REVISION APPROVED Avia-7gYz-D- FACI 1. IT I ES DEPARTMENT 'd:''nne+"u:9r•,X+,:,sic:'i' a ;''vF1i'- i++'u#V'•.�- .`rf'�,.�...:: 1 A REMODEL /TYPE 1 CABLE IN -5324 :stir ?+i RB i' RSH D AUBURN, WA..98002 1M BELLEVUE, WA. 98007 O EVERETT, WA. 98201 0 KENT, WA. 98031 O PORTLAND, OR. 97220 D RENTON, YA. 98055 D SEATTLE, WA. 98124 ACCEPTABILITY DRAWN -TY THIS DESIGN AND /OR RECD' NOR4AN SPECIFICATION IS APPROVED DATE Su T T-L• E t0 -88 SECOND FLOOR DEMOL 1 T 1 ON PLA LAST TEV T 1I ON Y14 SHEET APPROVED BY DEPT. DATENGI NF11Elr tHEi;KET TITLE 1. APPROVED APPROVED BCS NATIONAL TRAINING CENTER BUILDING 7 -111 665 ANDOVER PARK 'BEST, TUKVILA, WA JOB NO DPI. NO. 7.111 -2A3 1, ✓ ,a 9 a : � ' .'/..- aa.... .. "._.3 <:G,...c,.....k.....r�t: _.. .a,.. .�� . . ✓...;.�. .......:........:,.,.. �.�..i �_...3 .s.1... .,. ,.�. -_. -: .._a,�.", :1... >._:,r..- _. - f v. _.r,.. Y'"-. 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C .J` A i +' .:d1 d.` }.Y ,:'.r� .e.1 4 7 i,l ” : {Y ?,. , h . °., .� ,`:'b;' s- ...L..... i:i�;a' .- r�.Yt,.. _,i �� .2.t..`,f. 11i,1ill h111ill iL�iil�lllili�ii�il l(Illi�lllllilli�illl � itl . -- .✓,:. 191'1.• rt- �cY r ,441 g , .:4 SECOND FLOOR PLAN SCALE: 1/S =1' -0 5 0 5 10 15 20 SCALE 1 /8" =1 ' -0" FEET GENERAL NOTES 1. TYPICAL 2'X 4' 1 -HOUR FIRE RATED CEILING TILE, GRID & TEE SYSTEM IS REQUIRED FOR NEW WORK. 2. DO NOT USE THIS SHEET FOR MECHANICAL OR ELECTRICAL WORK - THIS SHEET IS FOR LAYOUT ONLY.- LEGEND: VARIABLE DIFFUSER 1'x2' RETURN AIR GRILL 2'x2' RETURN AIR GRILL. 2'x2' DIFFUSER SPRINKLER HEAD 2' X 4' FLUORESCENT LIGHT FIXTURE /5 35X24 1/32 STD'. BLANK z 0 z m. CITY OF TUKWIL# APPROVED 6 1988 • REC ED 41 1COIt CONSTOCTIOIJ SY EMS OF TUKWILA NOV 1 0 1988 BUILDING DIE111 NOV 9 198 RECE1Vid • 0 0 REVISION E .SIi}N r BY APPROVED DATE SYw VI IO RE S D N fBY APPROVED DATE FACILITIES DEPARTMENT REMODEL /TYPE 1 CABLE #N -•5324 R B.S H ;�+['� = ;c:c£�. .: 4:: �' �.- .fr..r:x- :�`u, ?_..r:.r>,.svcr, ,.� .�,.:.:_:. .i :_.�:..,. .M1i... -, :..c..,_C.�t> .c"''- :.�,a.....�c_ -• ...zysrr `` - - Q AUBURN, KS BELLEVUE, D EVERETT, • KENT, ❑ PORTLAND, ❑ RENT•ON , O SEATTLE, WA. 98002 VA. 98007 WA. 9 8 2 01 WA. 98031 OR. 97220 WA. 98055 WA. J8124 DRAW BY DALE — UBTITLE -- ACCEPTABILITY I,pRUAa ;o- p THIS DESIGN ANa/OR r,NECKED --- -___,_.---_.— . -:_�?l S.FC0ND FLOOR REF1_ECTFD CE I L I NG PLAN SPECIFICATION S APPROVED tiJi��`�t 6lY �t�TLE DEPT. DATE , WE�YED + 1 APPROVED BY r;IPP' VED • --I BCS NATIONAL TRAINING CENTER BUILDING 7-111 315 CORPORATE OR, 3. TUIEWILL, 8A t...:.Gi.�t:r: h::x:�!e.•zrsi,r.��: ". a.. a: Wr._:-. e�'..,... ma.:• �•es:rar�1.`eta�x`'�.ivz,..u.. xu 1. >...�F.r`. �.�. 61+T.mi.,.5�.,v;k;3 _4_ CAST REVISION 1 SHEET ,IOcj 40. 40. r "- 2.s78O i ;1��� y c f k S�i'id%^ei ��'���R 4J . f 111111 111111111111111111111111f111111i11111111111111111111111111111 .. 111111 II I 11111111111111111111111111 •11 2 3 0 t6 TH,. I 1 U :, he 48e LZ Ye SZ 4Z CZ's J ll r �I111IIIIIIIIIIIfIllliilllllllilllillllillllllllllllll !IIIIIIIIIIIIIIIiI111111i1IHAM 11111111111111111111111111111111IIIIIIIIIIjlll ,1111111 111111 9 10 if ,thelnicrof .].coed document is" less . cl.eat' ` than this-' i,C is d e to the', qii l y o t e',grigi��a�, document. • IIIIII 111 IIIIII 11111 III111111I! lillllillillllilllllllllllllllllllilllllllllllllllllllllll�illllll ;IIIIII�IIIIIfllllll,lil Ii i i) I 1.. 1 11,III IiIllllillll, 111111, II. Illlllillilllli „,1IlIIIll.11,�ln,l,il ,. ..,.... c.'., ....r<n ..r. 'P:'.,'u .:� ..,7 r:Y, >tayt .rt ,s "T.. 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DO NOT USE THIS SHEET FOR MECHANICAL OR ELECTRICAL WORK - THIS SHEET IS FOR LAYOUT ONLY.- LEGEND: VARIABLE DIFFUSER 1'x2' RETURN AIR GRILL 2'x2' RETURN AIR GRILL. 2'x2' DIFFUSER SPRINKLER HEAD 2' X 4' FLUORESCENT LIGHT FIXTURE /5 35X24 1/32 STD'. BLANK z 0 z m. CITY OF TUKWIL# APPROVED 6 1988 • REC ED 41 1COIt CONSTOCTIOIJ SY EMS OF TUKWILA NOV 1 0 1988 BUILDING DIE111 NOV 9 198 RECE1Vid • 0 0 REVISION E .SIi}N r BY APPROVED DATE SYw VI IO RE S D N fBY APPROVED DATE FACILITIES DEPARTMENT REMODEL /TYPE 1 CABLE #N -•5324 R B.S H ;�+['� = ;c:c£�. .: 4:: �' �.- .fr..r:x- :�`u, ?_..r:.r>,.svcr, ,.� .�,.:.:_:. .i :_.�:..,. .M1i... -, :..c..,_C.�t> .c"''- :.�,a.....�c_ -• ...zysrr `` - - Q AUBURN, KS BELLEVUE, D EVERETT, • KENT, ❑ PORTLAND, ❑ RENT•ON , O SEATTLE, WA. 98002 VA. 98007 WA. 9 8 2 01 WA. 98031 OR. 97220 WA. 98055 WA. J8124 DRAW BY DALE — UBTITLE -- ACCEPTABILITY I,pRUAa ;o- p THIS DESIGN ANa/OR r,NECKED --- -___,_.---_.— . -:_�?l S.FC0ND FLOOR REF1_ECTFD CE I L I NG PLAN SPECIFICATION S APPROVED tiJi��`�t 6lY �t�TLE DEPT. DATE , WE�YED + 1 APPROVED BY r;IPP' VED • --I BCS NATIONAL TRAINING CENTER BUILDING 7-111 315 CORPORATE OR, 3. TUIEWILL, 8A t...:.Gi.�t:r: h::x:�!e.•zrsi,r.��: ". a.. a: Wr._:-. e�'..,... ma.:• �•es:rar�1.`eta�x`'�.ivz,..u.. xu 1. >...�F.r`. �.�. 61+T.mi.,.5�.,v;k;3 _4_ CAST REVISION 1 SHEET ,IOcj 40. 40. r "- 2.s78O i ;1��� y c f k S�i'id%^ei ��'���R 4J . f 111111 111111111111111111111111f111111i11111111111111111111111111111 .. 111111 II I 11111111111111111111111111 •11 2 3 0 t6 TH,. 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RES1ROOM , 300 I, __ 12 1 K' Wail S1200 \ 10 • a1.11111111,111■tallie P :: 0 N, 1 0 _. _ L SOW 1_MP , 32 ----• _Ali& -t- _ _;._._1 _L. ___: \,r1-- 320 __ __ ..„,_ _ _ 1.P/141 1---:• . -7-,--f- A--I- __ _ Ili O. - T , :IL. ;;72 - n M E N ■ 35-Or .__ 0 1 II M.__ --- \ I- 300 t \ ' 4111111111 11111 ,,,.., 0 - RESTROOvi . \hi 0 M E t■1 4,. ,x, 18,112 ill 35) ., . , .. 7 N ‘ ' , 400 E,___ ',4" ,... t‘,,' , 300 ,x: .TO0 0/12 3 66. , 1r ____ _I _ _ j4k, - - - - -- C- h-it-4 -3-1 1 ,--„,v0_,....,.... i , _.I___ , , , 400 400 . ...f 450:-1.61.----- 1 450 1 ill 400 — . 350 - ....-... 400 100 ail 35P ----.=-- ..,_..-)--. 40.0 CrLA3SR OM 2 ±cAssT 1 Irs iAll HANN • _ ...2.1, r— 7 r . ____ 20/18 11§101\. N . . 7, , , ..,' 5 TON, 1500 CFM ,,,.' PACKAGED A/C UNIT WITH ELECTRIC HEAT. --- ---------- 6 TON, 3000 CFM PACKAGED A/C UNIT WITH ELECTRIC HEAT . CONSTRUCTION NOTES >. RELOCATE THERMOSTAT AS SHOWN. (t)Wi.'. • INSTALL NEW DIFFUSER. 0' DIA PECK JtJ MODEL 1235 OR APPROVED EQUAL. ONE PLACE. REBALANCE 10 AIR OUARI111ES SHOVI Ik DARK PRIN1. MOUNT ON CONCRETE SLAB. SEE: Im-- 1L1A APPROVED DATE SYM REVISION BY APPROVED DATE B • T RE1100ELITYPE 1 CABLE N-5324 HVAC AT CORPORATE SQUARE m-13270 AS BUILTS CRISP CRISP CRISP • • i 4g'r/77/88 ENGEL 4 If: 5/20/88 )777-772:1-7..._77/,-1/77-2 z DDA u z......7z/zzL/Lu? FAC1 LIT1 ES DEPARTMENT 4/2/88 • AUBURN, VA. 98002 BELLEVUE , WA 98007 EVERETT , WA. 98201 E1 KENT , WA. 98031 D PORTLAND, OR. 91220 D RENTON, WA A. 98055 • SEAITLE, A. 98124 ACCEPTAB THIS 'DESIGN SPECIFICATION I APPROVED Br SCALE gtakalAtEal. I I 1 TY UTAWN BY AND/OR • S APPROVED DEPT. DATf CHECKED N I iFEERED 5 0 5 10 15 20 1/8=1 it CITY OF TUKWILA APPROVED DE • WI (rig- 17 BUI •IN DIVISION FEET LEGEND: 1- M UN! ON CONCRETE SLAB. 2 SLOT 4 ' LI NEAR DI FFUSER - 9" NECK c=ousein 2 SLOT 4 NOTCHED LINEAR DIFFUSER-9" NECK. its]] [ s. 1.4 ,x, THERMI ST ER ON COLUMN OR WALL 4-5 FT FROM FLOOR 11)(2' RETURN AIR GRILL 2' x2' RETURN AIR GRILL. EGGCRATE TYPE . 2 ' x 2 ' DIFFUSER PAKAGED A I R CONDITIONER filICOR CONSTRUCTION SYSINS KW ELECTRIC DUCT HEAECENED NOV 9 198 CITY OF TUKWILA RIENTIO) NOV 1 0 1988 114e)r.&LLATICAA LARDEe "" DATE I -DST RrVIS'ONI SYcil SHEET 8 F 0 11.1 2 0 TITLE CHECKED PPROVED APPROVED FIRST FLOOR PLAN—HVAC BCS NATIONAL TRAINING CENTER BUILDING H "-:;•■•'77, -orifsirliWOw • :•;../ , . ; ; • • d • .iri'...,,:;•.4.,•t4i..4,44--P4X1,:;;44.•:4:;;4.-4•45-; 4.4.;:444';4444.4-: • 1 M1 0 (X) Ct CO 0_ '4 1 ‘1 c i 0 DWG, NO, ,_ 7-4 Ili i 375 CORPORATE R. S. TUKWILA, WA • 7 111---.1Mio; _....1______ ___ ,:::, ___ ' ixi;''':''''''''''''' 45' ' ' '' '' - ''''ift;': f • ,'."',,';t77..,-_)),.,>,:';a,ft'n..)i),)'-A%:,i:,',t'.)UI,,-),I.iA),:-.:-,-),;i.:),.:.7..,:ci.fZ,,...)",f,'.f):,.',:.4:t,;1:..1.,"f,:-'.*i"LI-...4i',,t,'I'L-:.,:)-''::':'s••,,%':,;:!,'i*s"*g"grV')3,2Ef.,-.00;,,.,*,r)•,,.!''t,-.-'Iq,.....'if.iffi''fNio;Aq.h.r.....,-.. ,, ..... ,.., ',%.. ... • , • JOB NO. • ... ... • . • • 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 11111111 1 1 1 I 111 - • ' • i• Ili! II 11 11111 11 II IIIII11111111111111111111 111111111 11111111111111111111 11111 0 ID THE 2 3 6- 7 . 11 MADE IN DERNANE 12 • 94 . If t•he'illicrorilined.do61.2tent is less cleer'ihan-this:: oc he', /. +/Z CZ = 9 hinhil !MI6 Hid ifil 111111111 'Winn Iffill111111I1 HP,111111111hH111111hHIIMAII.:,11,:11,11,411,,,,,,.11?.:,:11:h111111111111111111HUHMUH1111)11hH1110111111111111 lIMO ; • ;••• • • • �wctw.+ra++i.erzs at / /r • . 0 \\.(ss,/,,, 1 . JLLjT —!L j : .. .. - - -- - -� ---71- _ 0 ._ _ ____ ge, ________________ • 1 _. _ . _ _ __ ____ T _ ---1 ,..._ ___________ .. -T -� -__. 0 I - r -1— ...- - - -- -- 0 . f • ® 11 II , ,.. _ _ ______ ________ __I • --4 ...--,-- — ..--. ___ _ .. L-. — L.....:::: v_ .1 t r=:.-_-_ , . h 0 1-71 -r___..- L: _±..7.1 �� 0 di --- -a.__� ® — — = - - { 0 [ - 0 0 �- is 1 _ _ Is 4 , 0 �---- --- ti - I r t 111 r e ® `� -T ; ' / _... .- _..._.___ --_ --_- -- -- _ j, _- �. -I ,\� \\ -,!!J': . ti \\ \tea\ '. (A CONSTRUCTION NOTES 1 HOVE SPRINKLER HEAD. ONE TYPICAL. REV1 SI ON DATE FACILITIES DEPARTMENT 1E1400E1 /19E i CABIE 1.5314 j CRISP / %�r (� •0/7/98 :.i,. rY•:t- :; •. ss,-vacay�...�.r' r � W . .- v<s <- - ,� y�;,:. s! t _ rX � w 0 AUBURN, WA. 980.02 9 BELLEVUE, WA 98007 L� EVERE11`, WA. 98201 O KENT, . 98031 • PORTLAND, OR 9722.0 O RENTON, WA 98055 O SCATTLE`, WA. 98124 ACCEPTABILITY THIS RESIGN AND /OR SPECIFICAEIbN IS`APPPOVED DRAWN BY CHECKED arTrirn D:i CHIC K-1:0 APPROVED APPROVED TITLE • �ri•r•P- . •-n .r- xr'..+kS'vi`Gr lstN a1.7mc..4 �3' - rds • 1111 11I111111111111111I111I1 !1'11111111111L11 1111 1` 1111 11 11 9 10 the ioroiibned documeitt ib1ess' clear° t due- to the ua1, ey - ofAthe; orig {nab. docitunent. hl 3c GZ 9L GE i/Z CE _ s ti b . �L ..+�.teKl!w+a o ? 4 �:!-. .. . i :� r�',:. : 1 :c1r 1. ir' -. .._ . . , z. II ..,,., . -_. .. F ; .t,' . ..c.:.r,, f...[. ..::P.:,.,,....� - . ..� r ..- . . .,.JJ _. . ,.,w. .! ,.te. . , ! r , It e. ._, e,,,,, . .l, � t[i...7kK ,... f _.,. . i c:.. !., k .. .. f Ir. . 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EREMOVE CONTROL CONNECTIONS AND RECD NEC1 AS INDICATED ON DRAWING 7.111.2M1O. (9 PLACES.) REVISION DUCTS IM,BOLD DASHED LINES ARE DUCTS IIHICH CONTRACTOR IS 10 REMOVE. CAP TAKE °OFFS "rOR REMOVED DUCTS NEAR MAIN DUCT UNLESS TAKE -OFFS ARE REUSED DURING CONSTRUCTION PHASE. (SEE 7.111 - 2810). RTMOYE ALL RETURN GRILLS SHOWN IN BOLD BARK LINES AND RESERVE 6'FOR REINSTALLATION DURING CONSTRUCTION PHASE. "(SEE ':•7.111- 1M10). DELIYER`THE REMAINING 6 10 BOEING 7 -45 UAREHOUSE, REMOVE ALL DIFFUSERS' SHOWN IN BOLD DASHED LINES. RESERVE FOR REUSE. (7 PLACES). RENOvE YAV BOX 'AND DUCT HEATER. DELIVER MAY BOX "10'BOEINC 7 -45 VAREHOUSE. RESERVE DUC1`HEATER FOR REUSE. SEE 7.1!1-2n60. LEGEND: 2 SLOT 4' LINEAR DI'r FUSER — 9 "' NEC}( . --1. 2 SLOT 4' NOTCHED LINEAR D'I'FFUSER =9" NECK 0 THERMOSTAT • ON •COLD! N OR "HALL 4 --5 FT I-ROM FLOOR r i 1'x2' '1 FTURN A1'R GRILL •2'x2' RETURN AI`R GRILL. EGGCRATE TYPE. • \x' 2'x2' `DIFFUSER REMOVE DUtT.HEATER, YAY BOX, THERMOSTAT' AND :OA,. 7... STORE THESE TOGETHER Al BOEING 7 -45 WAREHOU E. (I. TYP) . '>EJI L Orr VC_ - , -,11.4%... t!:',1..( AT Ti- BY APPOVEDI DALE FiYCOO CONSTRUCTION SYSTEMS RECEIVED ELECT RI C DUCT HEATER art Q� �`tti�.,A NOV 9 19$8 8 REMODEL /TYPE I CABLE N•5324 ] CRISP �<,f I' 10/1/83 A COPIED ;'.k10C ECOMP CRISP 1 9/22/88 Cl AUBURN!, WA. 98002 Si BELLFVU)E, WA. 98007 E]`EVERE T, WA. 98201 f7 KENT , WA. 98'031 0 PORT LAN[ , OR 97220 0 RENT ON, WA. 98055 0 SEATTLE, OVA 98124 ACCEPTABI I L.fY ' EIY DATE THIS DESIC'J D CHDRAECN VED SPLCIFICAIION !`5 APPROVE APPROVED BY DEPT. DATE rNoi Nr_EI MBY CHECKED APPRO'JE APPROVED JOB No. cif .uiLuts ts+.' err `tK"ffc v':`�'x�+ Y II111]1111111111II11 111111111) II1111111111111 1111111111I111I111(1 1 0 16 i11S INCH 1 2 3 • 111 IIIII1I1111111I11111111T11111111II 'pig 10 11 ,ALOE N ENUAl1Y 12 i [C II l !HIfl1 fIIIIhJI!I Iflhl l!iI! czof filmed, document ''Is legs cleat" than this e to the ,q ality csf' tl a ;origine e ! IIII !TIIII11I!!111111!11111{III111 1111111! III11 IIllliilll� .!IIIIIIIIiIIIIIIIII I! 1fl IIIIIIliIIII! I! l! II IIIIIIII!I ;IIll11111IIIIIIIii1! r <' r^ +�Sk �y 'Sal { ✓., � {sl y c✓` �n��7A�x lc"u_`.;�":��.%,��1�r�'`r�"� �;~�'� ' REMOVE_.'PIPINC 10 BREAKROOf`SINK AND CAP 10IDE'RAIU REPAIR' WM... I� eef APPROVED DATE SYM REVISION DATE CRISP 141, .' !0 . 8 11111 1LI1 11JI,il1`I1111111111f11`111 2 3 ` } l 4kw 13G GZ yZ SZ 17Z £Z % Iilll.l41*'1r 1111r1e1y lain! I ' y y lr .111 III{IIII.il • . llllrtT 11!11!1iiii1i!1!1iii a fae'y'1`.y,�3Y�.153': %�•'1F.w�? r:. �.' s�_ �:' ��."``+. �A" �st��� ,._��tiZ�r�i.�1.'t��`l�FiF�'a %f_ E� AUBURN, WA. 980.02 BEL LEVt;E • ,'WA . 9.8.007 T J KL 4T , 'N.A X8031 o RE�i.roN, /A. .805,5 S <ATTI:E, 'NA 9'$124 ACCEPTAIL'Iy.T' HIS - D•EShGN AND/OR SPEiiriCATION IS APPROVED DRA!iN BY CHECKED y.. :' ,TE CFI Y CHE.CK'D APPROVED APPROVED GF�PvT =ER BUI. DING 315 CORPORATE DR, `S. illKVII A. V.�. 3 yt a1111 lcr�filned doeui ell F, ciu tqt the. �Que F o I i II HAM 'l Illifllllllll li .. II II I J.. ess`:clear than thi the o 'growl document .: 1111111Hill LIlIlI (( ! IIIII II IIlI II Ill) I f I i 4 g tl ? IIII II r I ' III {Ililli� I I ill l Ilrllllill�lill. Lilliill_I illflll Af'i - .rw*ry 5 x v'� f� • %Y: �4 n • z � ��y�� • 1'15 't t4.... try.. hn .k t. i..Pa'>±,;: •. awF1 .'-iPli': ... ESJ 110 NKr/ 0 gazza v LEGEND 2'X 4' FLUORESCENT FIXTURE 2'X 4' FLUORESCENT FIXTURE ON RIGHT IIOHY CKT. 2'X 2' FLUORESCENT FIXTURE EXIT LIGHT EMERGENCY PATHWAY LIGHT INCANDESCENT FIXTURE 277/480V POWER PANEL 120/208V POWER PANEL TRACK LIGHTING GENERAL NOTES 1) ALL CONDUIT TO 2). ALL WIRE TO BE 3) THE FOLLOWING C OBSERVED ON ALL �gA BE 1/2" EMI UNLESS OTHERWISE N Ail THWN UNLESS OTHERWISE NOTE OIOR CODING OF CONDUCTORS SHAL CIRCUITS 600 VOLTS OR LESS. 120/208V "A" PHASE (LEFT BUS IN PANEL) "8" PHASE (CENTER BUS IN PANEL) 'C" PHASE (RIGHT BUS IN PANEL) NEUTRAL EQUIPMENT BLACK RED BLUE WHITE GREEN OTED. D. l BE 277/480V BROWN ORANGE YELLOW GREY 4) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6) LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 7) INSTALL REVISED PANEL SCHEDULES (UPON COIJPLETION OF JOB. h. CONSTRUCTION NOTES REARRANGE LIGHTING FIXTURE AS SH`OWW,,_, (TOTAL OF 3.6) TO ACCOMODATE NEW LAYOUT CONF I GURAT ION. ELECTRICIAN IS TO USE EXISTING LIGHTING CIRCUIT. .INSTALL SINGLE POLE LIGHTING SNITCH. (TOTAL OF 6) RELOCATE EXIT LIGHT TO THIS LOCATION. (TOTAL OF 2) INSTALL TRACK LIGHTING WITH DIMMER SWITCH. TOTAL OF 3 TRACK LIGHTING SETS. 5 0 5 10 15 20 SCALE _-- 1 /8 "ri' -0" FEET SECOND FLOOR PLAN SCALE: 1/8 7.1'-0 Y(RcNR=tu3NSYSEMS Cry a te# Nov 9 98 !VOV.T019x3 ,E QLUIIA)II b. REVISION BY APPROVED DATE AV(.81//C-LV L-7. FACILITIES DEPART,( ENT 0 AUBURN, VA. 98002 • B LLEVUE, WA. 9300: LJ EVE RETT , VvA 98201 O KEN' , WA 98'51 r7 PR LAND , ''R a 7: 20 :7 R 'JTC L� SCAN. A. REMODEL N'-•5324 ORTUNO ACCEPTABI L I TAY PITS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN BY J NORMAN CHECKED ORIUNO T4 .£pp Y_ J. OR1UNO (CHECKED APPROVED APPROVED APPROVED 'BY 1 DEPT. SUBTITLE 11 -06 -88 TITLE LIGHTING -- 2ND FLOOR LAST REVISION I S.fY SHEET BCS NATIONAL TRAINING CENTER BUILDING 7.111 665 ANDO"ER PARK WEST, TUKWILA, WA 0 DATE 6 CA t () 2E1 . JOB NO.N -5 2 DWG. NO. OF 7.111 -2E10 a 4, k s. i-' l C •r L. .rr V r v++s'Gii, -.- .a1.: z..�r... �.5: +',..2•r �^ ..::k ' �U. ,.�✓' w�'.} 1:i:as`f+. .+`. <:�'�.'sr b`. .,tra' +..•.c' . ^.G'.S��Y Yj� -5' 111 +III!!11111IlJJII!1!I!IIII11 1111111 1111111111111111111111WWl 2 181115 INCH 1 .Iii �!Lii.i. 111111! Ii1ii , .,! 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LEGEND (p 480V, 30 AMP, 3 POLE, NO FUSE OISCONECT SWITCH 30 /NF 0 JUNCTION BOX ozza 2IA6 _ 22A 2IA8 { Ii II II I —.u- 4 II 11 ,I 11 c_ mU 1- 11 11 11 11.111 II u LB NV2 1 HV 1 O 1 A/C UNIT 1 1 1 !8, 1 "EMT r3 -TON -1 A/C UNIT 1 5A 30/15A r-t 1 OKW DUCT HEAT LB/38,40,42 18, 1 "EMT e8, I "EMT 277/480V POWER PANEL GENERAL NOTES 1) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2) ALL WIRE TO BE '12 THWN UNLESS OTHERWISE NOTED 3) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS Ok LESS. 120/208V 277/480V "A" PHASE- (LEFT BUS IN PANEL) BLACK BROWN " 8 " PHASE ( C E N T E R BUS I N PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GREY EQUIPMENT GROUND GREEN 4) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6) IABIE ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. RNLI ? 7) INTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. • IOKW DUCT. NEATER (EXISTING) SECOND FLOOR PLAN SCALE: 1/8 " =1' -0" 5 0 5 10 15 20 SCALE 1/8 " =1' -0" FEET CONSTRUCT 1 ON NOTES: DISCONNECT /REMOVE CONDUIT AND WIRE BACK TO SOURCE FROM EXISTING IOKW DUCT'HEATER. DICONNECT POWER IEMPORARELY -ROM EXISTIN( UUCT HIR. TO ASSIST REWORK ON DUCT.RESTORE POWER WHEN REWORK IS COMPLETED. TRACE CIRCUIT AND IDENTIFY. PROVIDE POWER FOR `(2) A/C UNITS. INSTALL (2) 30A, 480V 3 -PH. DISCONNECT SWITCHES WITH 15A FUSES. RUN CONDUIT AND WIRE AS SHOWN. NOTE: TRACE AND LABLE ALL CJ,RCUI TS ON PANELS ILO, IHV1 AND HV2, REVISE PANEL SCHEDULE AND RED LINE DWG. RETURN AS BUILT DWG. AND REVISED PANEL SC'HEDUI:E TO ENGINEERING UPON COMPLITION OF JO1B. 0 QI z REVISION APPROVED) DATE SYM REVISION APPROVED BUJ / ` F A C I I I T I E S ZLI/Ti DEPART MENT 0 AUBURN, fiA. 98002 M BELLEVUE. WA. 98007. EVRET'' , [J KENT , NA. 98031 0 FORT AND, )R. 972 :0 D RENT'JN, WA. 9'0',)5 C SE.r{[r, ',y,: r- -12.• RECEIVED cm( QP TUKW LA 1\1av10 19838 BUILDINti Met, C YCRR CONSTRUCTION SYSTEMS NOV 0 1981 RECEIVED 0 ACCEPTABI L I TY '' ,, THIS DESIGN `AND /OR SPECIFICATION IS APPROVED 'rNfiJ.°WI DRAIN BY J, ORTUkO ? -'I 1 i`06-88 SUBTITLE — 'LAST r � 277/480V POWER - 2 N �. FLOOR O O R - REVISION I SYM l TJAT! CHECKED ' o. J, ORTUN011- J . ORTUNO CHECKED 0688 S'ITEET OF APPROVED BY DEPT . DATE 1 1- p6 =g'g T I T1.E B C S NATIONAL T R A I N N C C E N T E R B U I L D I N G 7. 1 1 1 665 IiKDOVER PARK VEST, TUKWILA. V1 JaB: :Na. N -5324 AP,PRO'VED APPROVED r. DWG: N0. 7.111 -2E50 L .:, • 1IIIII111lII1Ii11I111I111I II1 IIIIIIIIIIIIII 1111IIIIl111�IJ1t11 i 7115 INCH 1 2 3, 4E j yH 9Z sZ +7Z eZ 111111111111,11111111111111111 III1I1l1,) . .Myaw, ,y =4�,3Yi�lZ1*A II.1I, III lll�i, 111�II 1111111111111111111111111 11111111111111111111111111111111111111 9 10