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HomeMy WebLinkAboutPermit 5893 - Gateway Corporate Center - ITT - Tenant ImprovementAPPROVED FOR ISSUANCE BY: , ,eeei 4 ( 911 / X-1‘) BUILDING OFFICIAL know the same whether specified the provisions to sign DATE: `� f �j �6 to be true and correct. All provisions herein or not. The granting of of any other state or local laws for and obtain this building permit. I hereby certif Y that I have read and / amined this permit and of law and ordinances governing this work will be complied with, this permit does not presume to give authority to violate or cancel regulating construction or the performance or work. I am authorized SIGNATURE: ' - DATE: — / S — '0 PRINT NAME/3 c7 � , Q J` /` � i r` �t, - C o COMPANY: - S. r , PROPERTY OWNER Bedford Properties PHONE -1103 ADDRESS 12720 Gateway Drive, Suite 107, Seattle, WA ZIP 981 FiA CONTRACTOR SSG Corp. PHONE _ ADDRESS P.O. Box 33970, Seattle, WA P Zi 98133 5 -28 -90 WA. ST. CONTRACTOR'S LICENSE C SSGC(� *249J8 EXP DATE PHONE -8997 ARCHITECT David Kehle ADDRESS 12878 Interurban Avenue South, Seattle, WA ZIP 98168 TYPE OF CONSTRUCTION: III- k UBC EDITION (year) , , SETBACKS: _ _ W — FIRE PROTECTION: JSprinklers GD Detectors 0 N/A UTILITY PERMITS REt]UIRED?O Yes N o (through Public Works) ZONING: M _ 1 BAR /LAND USE CONDITIONSOYes r No CONDITIONS (other than those noted on or attached to permit/plans): CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. 5 DATE ISSUED: PROJECT NAME/TENANT G CERTIFICATE OF OCCUPANCY NO. UI 12Z2Q Gateway Dr inn BUILDIIG PERMIT (POST WITH INSk CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL - AMOUNT RCPT DATE 2.370.50 434.00 X158 932.00 4158 12 -12 -89 4 50 4158 12 -12 -29 12 -12 -89 PLAN CHECK #89 -428 PROJECT INFOFTr,111T)OFF TYPE OF Li New Building • Addition E$ Tenant Improvement (commercial) WORK: 0 Rack Storage 0 Reroot 0 Remodel (residential) 0 Other U FEES 327,000.00 ASSESSOR ACCOUNT 0 000480 -Q08 Demolition (building) U Grading/Fill DESCRIBE WORK TO BE DONE: Install tenant walls, ceiling tile and finishes. Partial demolition of interior corridor walls. CODE cc)r.1r't..11\rl(: E USE -) FLOOR SQUARE OCC. SQUARE CCC, SQUARE FEET LOAD FEET LOAD FEET TOTAL OCC. LOAD SQUARE CCC. ' SQUARE CCC. TOTAL FEET LOAD FEET LOAD SQUARE FEET 4 TOTAL OCC. LOAD This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: APIA O ED FOR ISSUANCE BY: t 0/ //" BUILDING //,7, 7 / 4 l ; � / 1. tl / � � ' OFFICIAL I have read and ‘ amined this permit and know the same governing this wont will be complied with, whether specified not presume to give authority to violate or cancel the provisions or the performance or work. I am authorized to sign D / - /;:)- - ` (.) to be true and correct. All provisions herein or not. The granting of of any other state or local laws for and obtain this building permit. I hereby certiy that of law and ordinances this permit does regulating construction SIGNATURE: ---c PHONE -9393 EXP. DATE DATE: / _' / 6 — Cle) COMPANY: S. S. G- - ,p, _, j PRINT NAME;/3 9.2:2 A r /' •.,._ i r ' PROPERTY OWNER Bedford Projrties PHONE ZIP I.8 ZI 9 $]•x,3 90 ADDRESS 12720 Gateway Drive, Suite 107, Seattle, WA CONTRACTOR SSG Corp. PHONE -9393 EXP. DATE ADDRESS P.O. Box 3397(h Seattle, WA WA. ST. CONTRACTOR'S LICENSE # SSGCO *249,16 ARCHITECT David Kehl e PHONE -8997 ADDRESS 12878 Interurban Avenue Soul , Seattle ,• - ZIP 8168 TYPE OF CONSTRUCTION: I I I-11 UBC EDITION (year) SETBACKS: N — — E — W — FIRE PROTECTION: QSprinklers Detectors ❑ N/A UTILITY PERMITS REQUIRED Yes Z N o (through Public work4.l_, ZONING: M -1 BAR /LAND USE CONDlTIONSO -) No PLAN CHECK FEE CONDITIONS (other than those noted on or attached to permit/plans): A i 12=12=8_ - ' • BUILDING SURCHARGE 4 I OCC. ENERGY SURCHARGE OCC. CAP,_ SQUARE Fes_ OESCRfP tON ATOIN RC•T I DATE BUILDING PERMIT FEE 1,43.4.00 - _; • PLAN CHECK FEE 932.00 A i 12=12=8_ - ' • BUILDING SURCHARGE 4 I OCC. ENERGY SURCHARGE OCC. CAP,_ SQUARE Fes_ OCC. LOAD OTHER: OCC. LOA a TOTAL --". ARE FEET TOTAL OCC, FAQ TOTAL_ - 2 USE / I I / / FurR SQUARE FEET OCC. LOAD SQUARE AU...! OCC. SQUARE OCC. CAP,_ SQUARE Fes_ OCC. LOAD SQUARE FEET OCC. LOA a TOTAL --". ARE FEET TOTAL OCC, FAQ TOTAL CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: 5a13 SITE TRES 12720 Gat av Dr SUI 1 .._ VA u>:o • sTRUCnorJ• QO PROJECT NAME/TENANT ASSESSOR ACCOUNT # Gateway aater_(IT_U 0(104.$9 TYPE OF - 0 New Building lJ Addition LB Tenant Improvement (commercial) -0 Demolition (building) U Grading/Fill WORK: 0 Rack Storage ❑ Roroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Install tenant walls, ceiling tile and finishes. Partial demolition of interior corridor walls. CERTIFICATE OF OCCUPANCY NO. BUILDING PERMIT.J (POST WITH INSPL TION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK #89 - 428 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from tho last inspection. FEES DATE ISSUED: Special Instructions n�iromuer+rcw�,.rae,�w. new «....w..,....,.........�....... CITY OF TUKWILA Building Division Tukwila, Washinotonul98188 (206) 433 -1849 Type of Inspection ,� F Inspection Results /Comments: Site Address /7 --C7 G;G9 ' L - Requestor /`- S C INSPECTION RECORD PERMIT #.5 93 rU Date Date Wanted Project . 2' Phone # Date p.m• yr :....0 wrrw+w. urn•. �W+• rnUnaa. nwuinsx .•v.msM.•.n�.•sµw• +w..•w�. Inspector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 11,VLGC4 Site Address (2-102[ Requestor / 1 ! 5-04) Special Instructions tN45 :7 Inspection Results /Comments: �/ f • iY' +cna11444nt l�M ^::1I.T'a'nw441e�C�: c11.rMN,M11's�- 'Y•y+3,14, t+j,490 .( t: Gh, R' fkAiXJ 'Zii::Q:tK..1,"..,'>1JiiNf4 V- INSPECTION RECORD PERMIT # Date 5--$ - '90 Date Wanted 3 Project .TY Phone # �L(t4 _ 19 a: a.m. Date 3 -7--90 Permit No.5'3 9? Date CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 ; 9-- re) Job Address CORRECTION NOTICE Th following items are found to be in violation of Ordinance and shall be corrected. // / ? ; ,:,, A !/11 "/" !-J I'r'4,4r x F> Signed Buil.ing Otticial /Inspector CITY OF TUKWILA Building Division Tukwila, Boulevard (206) 433 -1849 Type of Inspection .(e1 4 Site Address /? 7,2.0 Gam ( t i c f )‘---, Requestord� Special Instructions Inspection Results /Comments: Inspector ria/frx ...,wnwufv >.,aw . wwwe+, x, t. uu.w n+ ww,. e. nw. Y+ wx, ns a+.: wa; iF�rn:.+ ra3bhw :t�t+.riM4��ru'S:r+w�4rr�l INSPECTION RECORD k ' PERMIT # J c - Date .S77/YO Date Wanted / /00 Project . Phone # Date 3/7/P .m. CITY OF.TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 Type of Inspection elf lU Site Address Requestor Special Instructions Inspector Inspection Results /Comments: on. set+var4r 4 71 alaC) GIoew 6L ;Dr r ealsi ta:*dvtaa444aratcdstwizet urAute; var_ slitku ,mcw ss52 ncivrl dtx$VY:' INSPECTION RECORD PERMIT # Date 1 ' - (lb Date Wanted '5- t -90 Project - :1 - 1 - 1" Bldg Phone # Li Li- Q' j Ft O r 1 q S- (0;2401 /..Gt"-P Date ( 3--7 --- 90 • . Inspector CITE OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection (7r Site Address /a270� - 6-4P?Peciay Requestor Special Instructions /f 30 Ca-m0,4 ��,, ( - %e 1 6 ;4;e : 4h Inspection Results /Comments: PIA ...... a..».,. wvwr«,.- �w aratoanwH:rrartxtzvc urx vKtttt tnsllukttrJ :ki% fxrY: rAa1:. tM11. 1 $r-4W 7,td: ,. INSPECTION RECORD P ERM IT # call3 Date .2, 9 Date Wanted Project .-L Phone # Date , 2 �f�e . m . Inspector MITT OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection cceie Site Address /720 6,34= (9)t Requestor Special Instructions Sr-h, ....w+«r.aay..wmw+uxwv. wrrvwanv+ rtnermnw4ra nrlavrrsrolYr ASAICek:RWWW,VT1s Y INSPECTION RECORD PERMIT # Date .2` /9d Date Wanted 2/2 009 Project .2 Phone # Inspection Results /Comments: 6.106 t;? / SG ,p /dfS - G� ch 007, role c�v- d /^DUVLd he Se- 1 S 631 le- / -- Date - ; 2' 019. .m. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection . Site Address Requestor Special Instructions Date . .w..�u.. ., ...., »w.u moan . +.u.nxu ✓.m+ «;vMV. �L r. 1,00 WS16t WU xea 4r!Y+:•!.1M.��vra. r F.121 , 41( YNta. viViaVA ItrX,V.5'. v INSPECTION RECORD 3;a0,/2,7 PERMIT #9 e /i/qo Date Wanted a l6 /qO Project , 7` Phone # .; — / -1:C.d. & i1411°'. 4;)— PL407(Th Inspection "" Re nn sults /Comments: G rev& - -e.- �Ga,,r �- C q�(/ n 10 Inspector 0,7,244 Date a.m. p.rr Special Instructions Inspector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 /-'Do 171 'iv S Cto6 Type of Inspection Site Address /2702 cu e r?-7 Requestor — SSG Inspection Results /Comments: C(d/ /vtc U i ((AY/ /Old d I- 1 , oPG/ S r F /1 ^SI" FkD/i` 6-14/ e F- 5 Z"- p_d ork 5k 0, i • -e o7--S C' .5i cue / /.p -- 'v!1 Mme - r 5 doll leI" . G © v i Q37 j S 6-ki 14 6 c %ClP 64 c e /-2 .01W4 V, l -54 ik /( seaapV. od �- w . �, ,.t ..rnut�.�,�le a�_.•1 . ;Fit} b'1.:. F .t> >S.v; dL ^...) • INSPECTION RECORD PERMIT # Ce7.3 Date e .2//3/9 / 5" M Date Wanted P-./ Project , % 1 - 7 7` Phone # Date 7'.2 3/9 eh? a9 •• • Special Instructions Inspection Results/Comments: Inspector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 INSPECTION RECORD PERMIT # Date Type of Inspection Fra-0/1-09 /6-;6 Date Wanted 2// /go /R20 ,1c 0 Project /70i--eWri—ii Site Address Requestor Oaxc., - $S6- Phone # Date ,CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection %f22ni,,; Site Address Requestor Special Instructions Inspection Results /Comments: Inspector .......................... w�..��.. ..w....,weu....n nv .e.w..�.w�+i •t.t+uiR cSnLl �Ifr:tk�;M. wM 1t ✓•i...�. � •:.6AC t;tM'i: ti; 5t .. :4tYK INSPECTION RECORD PERMIT # � '7- Date ! `v -- ` /l;) L �: Date Wanted 5/v a.m. Project /� 222 Phone # � G /Gf ryes -- c J Date Us' r Project Name TO: ❑ Building ❑ Planning Address Type of Permit(s) , / Authorized Signature CITY OF TUK$iLA Central Permit System FINAL APPROVAL FORM { r.7 -. ,'�.. 1 -•" , < • I'4,0 - ❑ Public Works '. Fire Dept. This project is approved by this department: 5•• S 'control No. Permit No. . 51 (73 ❑ Police ❑ Parks/Recreation Date 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. I This project is NOT approved by this department; the following corrections are necessary: () O to .eg ( (.) ( ( ( ( O ( ( O Authorized Signature Date CPS Form 3 CITY OF 4 1'9)01/ILA Central Permit. System TO: Cl Building ❑ Planning El Public Works El Fire Dept. ❑ Police ❑ Parks/Recreation r Project Name / 17u Address /7- 72 er, Type of Permit(s) %- This project is approved by this department: Authorized Signature FINAL APPROVAL FORM Authorized Signature Date Permit No. -CO" 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. p roject is NOT approved by this department; the following corrections are necessary: () () () () () () ( ) () () () () () r.s/ Date CPS form 1 PERMIT NO. - CONTACTED DATE READY DATE NOTIFIED '" (� - l� BY: p (init.) - p� 41: PERMIT EXPIRES 2nd NOTIFICATION BY: init. AMOUNT OWING 6 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER REVIEW COMPLETED BUILDING PERMIT APPLICATION TRACKING PROJECT NAME C� w a Cor • ' SITE ADDRESS 3 G/IV-eWaj INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD i TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. BUILDING - initial review 2. FIRE O PLANNING O PUBLIC WORKS 0 OTHER ® BUILDING - 1.15-90 final review la -la -I — q - 90 (ROUTED) I-9-90 t -i \ - -('ca INIT: 9 INIT: INIT: INIT: CONSULTANT: Date Sent - Date A roved - FIRE PROTECTION: N Sprinklers Detectors [1 N/A FIRE DEPT. LETTER DATED: I Il - 9p INSPECTOR: y ) ZONING: IBAR/LAND USE CONDITIONS? fYes A No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? (l Yes (I No PUBLIC WORKS LETTER DATED: 1_ /5 -90 TYPE OF CONSTRUCTION: �= N UBC EDITION (year): SUITE NO, (c SITE ADDRESS SUITE # 1Z7 GA awp.Y 100 Z VAJE OF CONSTRUCTION - $ 3Z 7,000 PROJE T NAME/TENANT lnf waco rr./ GAO ! 17? ASSESSOR ACCOUNT # OO D 4f00 - O'er. (commercial) U Demolition (building) ❑ Other TYPE OF New Build Ad dition Tenant Improvement WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: Iti.•rA - re�.wNf walls,c.e;Iiti .,. :■e e F ;Niches. 1 PcwAo1■1 --`o,a a' „,fi- ect'cr co ececi y r walls BUILDING USE (office, warehouse, etc.) (9 NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: (05 6.75 Tenant Space: Zsoq'3 Area of Construction: 0G , WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER ,, , coin 1:7005 52 PHONE Z41 o - I10 Z IP .73164 7_ 9393 ZIP qe133 5 ADDRESS 1 -z ♦ Ci( .vPS),jG.L 4 10-1 CONTRACTOR GK co j 2.4.1 18 PHONE 3e, EXP. DATE (o,EP ADDRESS P. 7�ox 3 6 S eal c� I-, . WA. ST. CONTRACTOR'S LICENSE # 0.25 _ - SS - G ARCHITECT I7AL ( c) K 01 PHONE 433_e '19.7 ADDRESS ) 287B 1hi 4 - crNr A. . s e,A41-1e ZIP /6e53 I CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 APPLICATION MUST BE FILLED OUT COMPLETELY BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE PRINT NAME 12 B PERMIT APPLICATION FEES (for staff use only) 1111111. ; rrel VIIIT M;riit:L3Allall1111:Z • ��'i,11111® ®i111 sU LD NG. SURCHARGE INEEIMMIIIIIMININEI _ MIEN® TOTAL -+>:.'$Nr PAINIME = UILDING PERMIT. FEE PLAN CHECK FEE' ; ENERGY SURCHARGE I HEREBY CERTIF THAT I;HAVE R EAD AND. EXAMINED THIS APPLICA'fl TRUE :AND CORRECT, AND 1 AM TO ::APPLY > FORrtHIS PE 6Ae E.. °i - OW t DATE (2///0/ PHONE ¢.33 q ADDRESS )2_01 e iN{w- Nrba.! Ave.., , CITY /ZIP � ,tAk, 'ft!? cog CONTACT PERSON 0S3 ( - 3lvrl PHONE 4.33_ 97 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 1133 - 1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES (c) )a 9 0 COMMERCIAL by aW$.iln 40*(0 Completed budng permit appcedon (on. br each stru _ Account Number , . ....StNatUtal by . 4.i.::WeetiftiatiOn. : 6041160h flQlfle�f 9900'repon NO•nitiC100 Topographk*I survey • ix (6) sets of civtl drawings submittal ..... re quftum etfls . . • .. RA Completed building permit appllcatk 1 • ;1: ;4; -.. ai:,• :... ;;;;640k Number # • • • :..801000 • • Tenant space floor plan showing rack storage Isyc • " • NPTE (pi •••:iikiciii • engineer or architect Legal de.cdptlon ■ • which indude • Arch itectural :•00 • Mechanical drawings wi ngs RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS/ADD! SIL3MITTAL CHECK/1ST ..... • . • letictii00.11;04001;001000ii:(00:,f.or; each 6 u110!:!;!::„.?...;„.;.....,.....;;. • • • • ....11;:iehapt;,-,••.,•foota , Tenant • ..„..••••••,,,„,.....,,:?,...tiart:::.•••••••.•:••.•••••••••• an:wa ... . • ••••,... • . • Us • 'OPP! • e lf chor • Dnsbuctiofl details • 1$ & be cbna submit separate udlity permit ...... • :.•:. . 1 Completed bulIng permit . for each structure) • • • Two (2) sets of working drawings, which include • • ••' • 60(0 permit application S • Structural framing plans NOTE If any udhty work is to be done pro'.lcle utility REROOFS in 111M11■11M Mess, c-f— • • WOW •.tc.• FIRST FLOOR KEY PLAN t raj iwutowora a M . w a 'fait r rt. - xr_. t>.• ,tm:ac.ca11fN111 .a.. a • • • P •••l. • :• *WO _.• •. 7. 11...,,11141100 - •j 4 • • ._.- sae : t41 Q ..••••• Crnsr • s cramo • • . • • 1N 11..117 •• 11:L (WWI A WW. • • • • • WY. • • • • • u SECOND FLOOR KEY PLAN r1. , 7 .' � -:) r Vi a• ._ .�. u4 a .: ,- 1:P4.7,4 -: ' '': /no r - -..° I Iii I 1 I I I I I 1 111 1 1 1 1 1 1 11111 i i I l i I l 1 i l l l I I l! 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Ri.,l l L~ is ii.16, 1' -- N-I .c.›Fl.JK1 KL- E. i, i t4 -M•r AIZM = Z.$ 6 ' ° 13 l?LG U •t•"i L-c;; co 94 Peklel<106 % Z.5 /1 otc (0 a sTAL.A..s SEPARATE PERMIT ADD APPROVAL REQUIRED CITY OF i KWILI APPROVED . I s� B ' ID GPI�IISION FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval Of plans does no't authorize the violation of any adopted code or ordinance. R ceipt of contractor's copy of approved plans acknowledged. By Date / — r 3• -� c Permit No „ RECENEt+ art Of *RAMA DEC 1 7 1989 PeRLv4(f CENTER nj >%;rtssti?. v.ey. � �lrrrebs�. -_ 61ec.ott t t rP( Amp' r J PNI 1 Tx Oa- ■/01-trOP r , ' % r 6 z4 sr 11 tra+it - 24 I4'ie dakiriN )4I 'i 1 NI 511;, Iditiofolo t 12 i r Fly H L A I-;. 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INCA. 2 4 S 6 '7 8 9 1() 1 MADE IIIr;ERMAN 1 1 2 J h Z {{ IIIItIIIIlllllllllllIIii, !IIII111!Illillliillil .: ..0 .00 'To de vpt.ts co i tsclifn p tZ!I : tlRR gs. VgiiewA goes 41044 ' t:T I' 1'' 1IIIjhIh1 II IIIIIIIIt III!III+IIIIIII 11I!I111111111111111 II��II�I�� `I!i,li`1!111111 111111 1111 1I1111111111I'1l iIi 1y1111 5 NOT If the micrcfilmr c document is less .clecr then this ncticc, it is CUE" tc the custity Cr the cricincI document. 0 1G TItf. INC. •1 4 6 7 8 9 10 11 I,tiGE :r,fpuarly 1 2 9c GZ 1 7Z CZ ZZ lL oe bl 9t Ll 9L Gl £I Zl 'l OL 6 8 L 9 111111111 i� iIfJllllnl f II!JllllllI ! IIIIl illiii�iill! �IiIIIIIIIIIIIIIIIiI )I`�IIIInIIII I,II!!II ! f ill! Ilillliil !l�nlllllllllllnillllilllnl! II iiI iii iiilllillllIT!JI II IIIIitii llllllll! �i,. x+�7r.''�":�iL�,�.�t'` :.s ,s��d�`t�•�:rnt�I;";5_✓.�,.. ,tx"rx�"!.°_�%'. �r:.t�*2�xsa; s f1 E Z 1 v. w / 1 li liiilliliif fI Iill I! !IIIIIIIIIIIi!!Iilll!I111 V I 270 FIRE RESISTANCE DIRECTORY RESISTANCE RATINGS (BXUV)- Continued the grid fps hich also support the protection materials. (S)= surface perforations, (P)= throug!.1perfc ations. A strt g World Industries, Inc.-Type Vs in. P (S or P) 26. Concealed 1. oss co (not shown)-Nom 681/2 in. long, 28 MSG paintod•stoai tee, 11 in high with a 15/16 n . lenge end a 30 MSG painted steel wrap on the flange. 27. Flexible Air Duct -6 in. diem. Any Class 0 or Class I Air Dunt Material bearing the UL Listing Mark. 28. Air Deflector - {Optional, not shown} - Attached to air•handling cross runners by means of spring steel clips. May be used only in conjunction with air handling runners equipped with air handling boots (item 20). 29. Acoustical Materiel• -Nom 1/2 in. min thickness in ceiling modules containing recessed light fixtures or flat areas. Lay-in panels for use in flat modules larger than 30 by 60 in. (i.e.. those modules having widths greater than 30 in.). shall have e kerfed edge detail along one long edge. These panels shall be joined along the ker. with a concealed croas tee (Item 26). Trape- zoidal and rectangular panels in ceiling modules containing recessed light fixtures are sized to fit a particular light fixture size. Package markings indicate the fixture size for which a panel is intended. Trapezoidal panels, other than those intended for use with nom 24 by 24 or 30 by 30 in. recessed light fixtures, may be equipped with edge molding along their nonparallel edges, consisting of either a vinyl or a min 0.010 in. thick (31 gauge) painted•steef channel. Holddown clips required. Two clips per edge, installed to secure the edge of the panel to the grid system. (S)= surface perforations. (P)=--through perforations. Armstrong World Industries, Inc.-Type 1/2 In. P (S or P) 30. Seismic Cross Runner Clip -Stool Framing Members'- (Optional, Not shown) -Used as re. quirod for seismic restraint. Armstrong Cork Co. -Type C•sorios....,. 31. MIneral and Fiber Boards' -- (Optional, not shown)- Applied over concrete floor with no limit on max overall thickness. When the insulation is used, the Unrestrained Beam Rating is 2 hr. The concrete topping thickness may be reduced to a min of 2 in. provided a min 1 in. thick. nese of insulation is applied over concrete floor. Sso Mineral and Fiber Board (CERZ) cetegory for names of manufacturers. 32. Built•Up Roof Covering Materials•--(Not shown; for use with insulation described in Item 31) -Class A. B or C consisting only of felt and asphalt for cost tar pitch) in alternate layers. See Building Materials Directory. •Bearing the UL Classification Mar ..•""" fe°'g� " N., Design No. G213 �,,' Restrained Assembly Rstinge-4.anel3.Hr,i oe Items 1. 3A, 9. 12 and 131 Unrestrained Assembly Ratings - -2 and 3 Hr. (see Items 1, 12 end 13) Unrestrained Beam Ratings -2 and 3 Hr. (see Items 2 and 13) FIRE R midspan of cross t and parallel with w es end at each tor; of cross tees betwr; 6. Cold•Rolfed Cheer duct assembly. Tin at air outlets. 7. Air Ducts -Gale s: each 100 eq ft of, dimension of oper not to exceed 57e, not to exceed 67E;' 8. Damper -No. 10 and held open 21 suit; tat 1 in. min. The following Claj: sizos, as alternate -. Ruskin :< In lieu of the dart; General Irformatie 9. Steel Framing M' Cla U ?, o. Main ssified gun ner ,;. 860. 870, 88 b. Cross Taos ft 0.C. to forr 849, 854. 85 c. Coffer From square fiztur four quarter - be assn carton of qur d. Impali ng Cir flo which bets impale their; dined acou except in Ca aggro. 8 in'.s fixtures (her, `' panel. (CMC Chita Res -: 9k Steel Framing 3 various colors tr 4 in. O.C. The y`: the Type 1652 shall occur adji at least two ma c, Chic:','' 95 Stool . Framing meta: pans (Se a tee or main rwj' use with ma aluminum in i .. Chic 9C. Steel Framing 1854 to cross grid ads `/ the grid ada vt Ch 9D. Fminf long install 7- - Nat Beam- W6X12, min size. 1. Normal•Weight Concrete- Carbonate or siliceous aggregate, 152 pcf unit weight, 3000 psi compressive strength. Thickness of concrete over joists shall be 2' /a In. for 2 Hr Restrained end Unrestrained Assembly Ratings and 31/2 in. for 3 Hr Restrained and Unrestrained Assem- bly Ratings -: 2. Metal Lath- ' /..in. rib, 3.4 Ib. /sq yd expanded steal; secured to each jolt at every other rib with 41/2 in. long 13 SWS galv wire lath clips, spaced 9 in. 0.C. Selvage overlap wire tied with 18 SWG gal, wire midway between joists. As en aitetnrte, corrugated stool deck, y,. In. deep. min 28 MSG gale steel moy be used. Back welded to supports 16 in. O.C. using weld• frig washers. As another alternate, 1 / in. deep, 24 in. wide Type B gels steel fluted deck of 22 GSG min gauge may be used. Fluted units welded to supports 12 in. 0.C. end button - punched or welded together at side joints 36 in. OA. Corrugated and fluted steel deck must R .. be topped with 3 in. of concrete above the upper plane of the deck. 10. Fixtures, Rec 3. Steel Joists -Type 10.12 min size; spiced 24 ir,. 0.C., welded to end supports. in sizes and r 3A. (Not shown) -As an alternate to Items 2, 3 end 4, the following components may be used: a. Nom 24 be 4 (1) Welded Wire Fabric -- 6x6- W2.0xW2.0 h. Nom 24 by : F (2) Structural Steel Membero•- Hamoro joists, min nom depths 10 in., max spacing Flat fixtures ass'. ed fixtures st el , . Cenem•Hambro Systems, Inc. -Type 0.500. The concrete ix cast on removable ply once with th(i' wood forms. Min concrete elab thickness for nip with Item 3A is 3 In. for 2 Hr Re- hinnt tampon:, strained and Unrestrained Assembly Ratings and 4 in. for 3 Hr Rectrained and Un• 10A. Fixture Stab ,' restrained Assembly Ratings - - .!rx : 9A):' Die mit . 4. Bridging-Vein. diem steel bar welded to top and bottom chords of each joist. secured to tt 6. Hangar Wire -No. 12 SWG galv steel wire, twisttiod to lower chord of joists or cold•rolied channels. Hanger wires twist tied to main runners at mein runner /cross tea intersections and spaced 48 in. 0.C. Additional hanger wires are required at the four corners of light fixtures, at LOOK FOR MARK ON PRODUCT 109. Fixture Stak , .' painted stool; { pendiculsr k 111111ll!ill!illlfll ill!Illll!lillliifl(II �i;�, lei- �ijt �11! Ni�i�!! �11 !��I!�►�►iili�ili�!Ii �!Ir� if ) I !�! ! ' ! 'E'�'l i I'�'I'�'l'�' . l�� I' �'�'' �i' 'I =' ►'�'I 0 t' TH, INC.+ 1 2 3 ! 41 5 6 7 8 9 1n 11 "ADE", GERMANY 12 �•rc NOT If the micrcfilmcd cecument.is less clear thEn :this retied, it is cue to :the cu3llty cr the cric'ir.el c'ocument. LZ yC 5 Z c; £Z Z lG O fit Sl Ll 91. 91. +/L £L Z.l II (;I, 110 11111 IIIlhMliillllllll II111!lif II!illi!i flit {III! IIIIIIlI! � lllfll!li 1111lIlii I11111!li !11111111 iilLlllf 1!Ilrllll i iilliii llll111111111il1!II -ff�4 y�'f �r ..r "..f wc *.. ��r� +;� r -o., ,.�a,'. v/ FS ,✓.,� .,:3.5' -y" c....Si.a,,s- ✓,:>!f»ss"Yi?.�:1, � r_:.���•�'�.,.,...car.$.,. ..r_.. ` �w`, 1� »'gFi"��"�-� .�.�c�'f:�''£�...__ . �..- �.. r�r.. s! t, i'. a�a. ..�.a:Fw;t c' Z L 6 % v4 U { IIIIIl1li ItIIAIIIIiilllilillifi! 1111! I lilll! illlliiil111ilfilllillili ►Illliililiiliii1I ESISTANCE DIRECTORY E RATINGS (BXUV)- Continued port the protection materials. (S) =eurfeca perforations, :tries, Inc.-Type 1/2 in. P (S or P) -Nom b81/2 in long, 26 MSG painted -steal tee. 11/2 in high MSG painted steel wrap on the flange. , Class 0 or Class I Air Duct Material beuring the UL Listing wn}- Attached to air- handling cross runners by means of Ay in conjunction with air handling runners equipped with min thickness in ceiling modules containing recessed light for use in flat modules larger than 30 by 60 in. (i.e.. those 3n 30 in.), shall have a kerfed edge detait along one long along the kcal with a concealed cross lee (Item 26). Trepte -fling modules containing recessed light fixtures are sized to ekego markings indicate the fixture size for which s panel is than those intended for use with nom 24 by 24 or 30 by y be equipped with edge molding along their non - parallel or a min 0.010 in. thick (31 gauge) painted -steel channel. ; per edge, installed to secure the edge of the panel to the .is. (P) =through perforations. .ries, Inc. -Type /. !n. P (S or P) 1 Framing Members•- (Optional, Not shown) --Used as re- ,pe C- series. roil, not shown} -- Applied over concrete floor with no limit o insulation is used, the Unrestrained Beam Rating is 2 hr. -y be reduced to a min of 2 in. provided a min 1 in. thick• mcrete floor. 3ard (CERZ) category for names of manufacturers. ' --(Not shown; for use with insulation, described in item .y of felt and asphalt (or coal tar pitch) in alternate layers. sign No. G213 - js-2 and 3 Hr. (See Items 1, 3A, 9, 12 and 13) cgs -2 and 3 Hr. (See Items 1, 3A, 9. 12 end 13) ings - and 3 Hr. (Sec !terns 12 and 13) .d. r "- " 'a-te -x6) V. ( e or siliceous aggregate, 152 pcf unit weight, 3000 par concrete over joists shall be 21/2 in. for 2 Hr Retrained end 3'/ in. for 3 Hr Restrained and Unrestrained Assert - expanded steel; secured to each joist at every other rib e lath clips, spaced 9 in. O.C. Selvage overlap wire tied veen joirts. As an alternate. corrugated steel dock, In. j used. Deck welded to supports 15 in. O.C. using weld- 1/2 in- deep, 24 in.. wide Type B gale steel fluted deck of :luted units welded to supports 12 in. O.C. and button - joints 35 in. O.C. Corrugated and fluted steel deck must .5 the upper plane of the deck. aced 24 in. O.C., welded to and supporiz. 2. 3 and 4, the following components may be used: .xW2.0 3rnbro joists, min now depths 10 In., max spacing nc. -Type D -500. The concrete is cast on removable ple- a slab thickness for use with item 3A is 3 in. for 2 Hr Be Assembly Retings end 4 in. for 3 Hr Restrained and b're 9s. , i to top and bottom chords of each joist. 31 wire, twist -tied to lower chord of joists or cold - rolled nein runners at main runner /cross tea intersections and 'rtes are required at the four corners of light fixtures, el `HARK ON PRODUCT FIRE RESISTANCE RATINGS (BXUV)- Continued midspan of cross tees adjacent to light fixtures and to air duct outlets, at cross tees nearest and parallel with walls, at cut cross tees over 2 ft long at walls, adjacent to main runner splic• es and at each top corner of coffer frames. Additional hanger wires also required at midspan of cross toes between tandem toiler frames. 6. Cold-Rolled Channels -No. 16 MSG cold - rolled steel 1'/rin. channels used to support the air duct assembly. The channels in the form of trapeze supports spaced not over 48 in. O.C. and at air outlets. 7. Air Ducts -Gal• steel. 22 MSG min. Total area of duct openings not to exceed 154 sq in. per each 100 sq it of ceiling area. Area of individual duct opening not to exceed 154 sq in. Max dimension of opening 14 in. For the 2 hr Assembly Ratings only, total area of duct openings not to exceed 576 sq in. per each 100 sq ft of coiling area. Area of individual duct opening not to exceed 576 sq in. Max dimension of opening 30 in. 8. Damper -No. 10 MSG: gale steel. Protected on both surfaces with Va in. ceramic fiber paper and held open with a Fusible Link (Bearing the UL Listing Mark). Damper to overlap duct out. lot 1 in. min. The following Classified Ceiling Dampers' mey ,, used in the duct outlet at max specified sizes. as alternate protection: Ruskin Mfg.. Div. of Philips industrial Components Inc, -Type CFD•1, max length 21 in., max width 18 in., for use in 324 sq in. max duct outlet In lieu of the dampers described above, Duct Outlet Protection System A, as described in the General Information Section may be used with steel ducts. 9. Steal Framing Members' -The following components of the ceiling suspension system are Classified by UL. a. Main Runners -Nom 12 ft. long. spaced 4 ft. O.C. (CMC Cat. Nos. 250, 260, 550. 850, 860. 870. 880, 1850. 1860). b, Cross Tees -Nom 4 ft. long. installed perpendicular to main runners spaced 2 ft O.C. or 4 ft O.C. to form 4 by 4 ft coffer frame modules. (CMC Cat. Nos. 249, 254, 259. 548, 554. 849 c fly A 9 864. 674 684 1854, 1864) . 8 5 c. Coffer Frames -The truncated pyramid - shaped coffer frame used to support the 24 in. square fixtures and the inclined trapezoidal acoustical material panels is assembled from four quarter -frame subassemblies secured together using steel rivets. The coffer frame shall be assembled and installed in accordance with the instructions accompanying each carton of quarter -frame subassemblies (CMC Cat. No. 1714). - d. impaling Clip -1•1/2 in. wide channel - shaped clip with V. in. web and with l/ and 1- '/. in. flanges. The I -' /, in. flange is provided with o 1/2 in. long by '/, in. wide tongue which bears against the back of panel and two V. in. long rounded tongues designed to impale the inclined acoustical panel edge. One clip shall be used at the base of each in- clined acoustical material panel, placed over the main runners and cross tees at midspan except in cases whore there is a midspan hanger wire. then two impaling clips are planed approx 8 in. from and on both sides of the midspan. Also used with Type 8V 48/24 light fixtures (Item 10C). Two clip, required at the base or each inclined acoustical material panel, spaced 8 in apart near midpoint of panel edge and placed over cross tee bulb. Chicago Metallic Corp. -Types 11 250. 850. 1850. Types 260, 860, 1860 for 2 hr. Restrained and Unrestrained Assembly Ratings only - 9A. Steel Framing Members -Metal pane -(Not shown) 1Cptionai)- •Chennel•shaped metal pens, various colors and finishes, installed perpendicular to cross tees or main runners and spaced 4 in. O.C. The flange edges of the metal pans engage and interlock with the vertical tabs of the Type 1652 and Type 1654 (Soe )ten 96) grid adapters. End laps joints of the natal pens shall occur adjacent to main runners or cross tees. the metal pans shall each be supported by at least two main runners or cross tens (CMC Cat. Nos. 1510 end 1610). Chicago Metallic Corp, -Type 1650. SB. Steal Framing Members' --Grid adapter --INot shown) (Optional) -For use with Type 1650 metal pans (See Item 9A). Angle - shaped adapter with a looped return flange; installed parallel to cress toes or main runners by engaging return flange of adapter to the flange of the cross tee or main runner. Type !654 is intended for use with cross tees. Type 1652 is intended for use with main runners (CMC Cat. Nos. 1652 and 1654). Chicago Metallic Corp. -Tyne 1650. SC. Steel Framing Members'- Fillar strips --(Not shown) (Optional) -For use with Type 1652 or 1654 grid adapters (See Item 9B). Channel- shaped metal pans, 0.18 to .024 in. thick, steel or aluminum V. in. deep and " /a, in. wide. placed with the painted side down In the cut -outs of the grid adapters adjacent to the vertical tabs. (CMC Cat. Nos. 1532 ant! 1,n I2) Chicago Metallic Corp. -Type 1650. . 90. Stool Framing Members' -Main runners nom 12 tt long spaced 4 ft 0.C. Cross tees now 4 ft long installed perpendicular to main runners and spaced 2 ft O.C. Donn Corp.-Type DXL. National Rolling Mills, Inc. - -Types FST -6000, •6000A, •8000, •8000k When Types FST -6000A or -8000A steal framing members are used, the Assembly and Beam Ratings are 2 hr. 10. Fixtures. Recessed Light - (Bearing the UL Listing Mark). Fluorescent lamp type. steel housing in sizes and types listed below. a. Now 24 by 46 in. flat. b. Horn 24 by 24 in. vaulted. Flat fixtures spaced to their area does not exceed 24 sq ft per 100 sq ft of ceiling area. Vault- ed fixtures spaced so their area does not exceed one per 4 by 4 ft module. Wired in conform- . ante with the National Electrical Code. Fixtures and ballasts must be considered for these am- bient temperature conditions before installation. . 10A. Fixture Stabilizer -(Not shown) -For use with the Type 1650 metal pens ere used (See Item 9A); One min 0 047 in. thick (16 MSG) gah•anizod steel channel yoke par etch light fixture, secured to the web et midspan of cross tee on each aide of fixture,. 1 0B. Fixture Stoblltzsi -(Not shown) -As an alternate to Item 10A. Min. 0.020 in. thick (25 MSG) painted tel spacer bar formed as en angle with 1 in. lege and hemmed edges and slots per• aendicuter to and near the ends of the spacer bar for engaging over the bulb of the tees. En- FIRE RESISTANCE DIRECTORY LOOK FOR MARK' ON PRODUCT 271 pL l ' • } • 272 FiRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS (BXUV)— Continued gaged over the bulb at the midspan of the cross tee on each side of the light fixture and over the bulb of the adjacent cross tee. 10C. Fluorescent Recessed Fixtures- Classified for Fire resistonco'— Fluorescent lamp type. nom 50 in. long, 7 in. wide and 2 in. deep. Fixture provided v.ith trapezoidal steel end panels which are fastened to fixture ends with No. B by Va in. long steel sheet metal screws before installation. The Type BV48/24 fixtures shall be supported independently of the grid suspen- sion system using No. 12 MSG gale. steel hanger wires located at each and of the fixture. The hanger wires shall be threaded through two slots located in the top of the fixture housing tt each end of the fixture. The adjacent cross-tees shell also be supported at midspan with No. 12 MSG gale. steel hanger wire. The Type BV48/24 fixtures are designed for use with invert. od '"C' type Steel Framing Members. Aggregate of fixtures not to exceed two per 100 eq. ft. of calling area. Wired in conformance with National electrical Code. Conwed Corp. —Type 8V48/24 11. Fixture Protection -- Acoustical Material• —Five sided enclosure constructed from the /, in. thick acoustical material (Item 12). Top panel whose width and length are equal to the width and length of the fixture, is centered over and spaced 1-V, in. from the top of the fixture housing by scrap pieces of steel homing member toes (Item 9b). A rectengular piece of scour. ficel material of a length end width equal to tha length and height of the fixture, respectively, is placed at each side of the fixture. Ends of fixture are protected by rectangular pieces cover. ing the height from the top of main runners to the top of protection top panel by the width of the fixture. End pieces attached to the top panel with Ed cc nails spaced approx 12 in. O.C. Where fixtures are butted end•to-end, the end pieces, at the butting ends, are omitted and the gap between the adjacent top panels is covered by one of the end pieces.. 11A. Alternate Fixture Protection —Batts and Blankets' -1' /x in. thick. Fixture protection for each flat light fixture consists of a top piece resting on spacers and two end pieces. The top piece shall equal the long dimension of the fixture. The top piece width shall equal the top width of the fixture plus twice the width of the inclined or vertical fixture side. The top piece shell be centered over the fixture with its two sides cantilevered end allowed to drape over the fixture sides. The edges of the top piece shall be slit as necessary to accommodate hang. er wires. End pieces equal to the width of the fixture by 6'/z in. high are held in place by slip- ping them between the fixture housing end the hanger wire at each corner of the fixture. in addition, the top piece shall be secured to each end piece with No. 18 SWG gale steel wire threaded through the pieces and twist•tied. The spacers shall consist of scrap pieces of sus- pension system tees located as required to maintain a min IY, in. clearance between the top of the light fixture and the fixture protection top piece. Fixture protection for each vaulted light Future consists of a single top piece resting on spacers as for the flat fixtures. The top piece length and width shall equal the long dimension end the top width of the fixture, re- spectively, plus twice the height of the inclined or vertical fixture side. Tho top piece shall be alit at the four corners parallel with the fixture ends to facilitate draping of the top piece edg- es over the fixture sides and ends. The length of the slits should equal the height of the fix- ture. When Type 3V48/24 light fixtures are used. fixture protection shall consist of a top piece resting on spaces. The top piece length shall be a min of 53 in. and the width s min of 11.3/4 in. The top piece shall be centered over the fixture and the ends allowed to drape over the fixture ends. The edges of the top piece shall be slit as necessary to accommodate hanger wires. The spacers shah consist of scrap pieces of cross -tees oriented parallel to and spaced approximately 6 in. from the ends of tho light fixture and at midpoint. End pieces of bens 30 in. long by 6.1/2 in high are held in place against the metal end panels with No. 18 SWG gale steel wire. The wire is placed against the end piece at about mid height and twist- ed to the hanger wires at corners of the fixture module. In addition, the end piece shall be se- cured with No. 18 SWG gale steel wire running venicafiy from the main runner to the right fix- ture hanger wire and twist•tied. USG Acoustical Products Co. -Type FP.. 12. Acoustical Materiel' -5/8 in. thick, rectangular and trapezoidal shapes. Nom 24 by 48 in. rectangular layin panels. Trapezoidal panels are used in conjunction with coffer frames (items 9c). The trapezoidal panels used with the nom 24 in. sq vaulted fixtures are 47 -1/4 in. wide at the base. 23.7/8 in. wide et the top 12.7/8 in. high. Bottom edge of all inclined panels rests on the flange of steel framing members and is ate shed thereto by two impaling clips (item 9d) at panel midspan except in cases whore there is a rnidspan hanger wire. then two impal- ing clips are placed approx. 8 in. from and on both sides of midspan. Border panels support• an by min 0.016 in. thick (26 gauge) painted -steel angle with 1 in. legs: or, min 0.01e in. thick (26 gauge) painted•steel channels 1.1/2 in. deep with 1 in. bottom flange and 3/4 in. top flange. (S) ve Surface Perforations_ , USG Acoustical Products Co, —Types 5/8 in. FR•81 (S), 5/8 in. FR -83 (S) or 7/8 in. 5/8 in M (S), or 7/8 in. FR -84 (S(. When the Type M or the Type FR -8I scoustical material is used, the Unrestrained Beam Rating is 2 hr. 13. Mineral and Fiber Board,' — (Optional, not shown)— Appiied over concrete floor with no limit on overall thickness. When the insulaiion is used. the Restrained and Unrestrained Assembly Ratings era 2 hr and the Unrestrained Bear., Rating is 2 hr. '' ... See Mineral and Fiber Board (CERZ( category for names of manufacturers. 14. Roof Covering --(Not shown. for use with insulation described in Item 13.1 —Class A. B, er C Built.Up Roof Covering Materiels' consisting only of felt and asphalt (or coal tar pitch) mate- rials in alternate layers. See Building Materials Directory. 'Bearing the Ul Classification Marking LOOK FOR MARK ON PRODUCT ,�� �„_ y ,.:s� • y - 'r r r... � '� � � 'i ' J..`�y s /:..: n �s r CE; oe 'iG LZ 9 c: 9Z +iZ CZ ; ZZ lZ O e 6L 8L LL 91. 5L +/L CL ZL LL oi I111011H I i 1111II1111II1111I11 111111111 1111111111111111111111111111 !1)11111111 I 111!11111 I 1111111111111111111 I 111!11111 111111111 I 111111111 I 11111111!1111111111 i 111111111 l 111111!II l 11111111111111111111'11111111 ✓ -' 'r- 7 ° S T .: .. �. � ;,`s ' ..r , ✓� %r...0 r r `.4 ,�.3' r .,, ,.. o- �.:_ . 'T.G'> t.. �+?! ,_. .... � .r st''.>s,- -az .b'. ' y ✓' yam.. �.; ,✓' =rte .,r: �. ,,..: �� yt4�����i��� n �1���i �.� i�. '_+iYa!i_.'t�^• S r ���,E��r�� : ^� 0 16 TIM HNC. 1 2 9 NOT : I he r- icrcfilrrcd c'ocurnent is less clear the.n this ' nct(cf, it i3 cue tr.: the quality cr the - c'o c(.rrent. = : 111111111111111111111111111111111111111111 hI1 IIIIII11111111h1111111l1ll 1III1II111111i1i11111111111111l1111111111111I111111111 ,11111111 11111111 111; 11111111 11111111III111111 `111111III`II111I 9 S t7 C Z. L vs O I !1111I11 l ^ l {I!1�II!Ill!f II!llil{IiiiIiill�lll11liI � '�'Yrv. •�• ! mo t T fiJ' ° ' 1 � �xc rs4t' i'*•wY.fis`Y." �' 1 C) 11 MADEIN GEPMAnr 12 FIRE Beam—W8 x 1. Normal Weight %r compressive steer 2. Welded Wire Fat 3. Metal Lath —s /. -tt-. lath clips et aver steel wira. 4. Steel Joists—Tyr 5. Bridging— ' /rin. I 6. Manger Wire --C rolled channels. `• wires spaced 48 '.::' corners of light end adjacent to G.% panels, hanger v sues, at the mid 7. Cold•Rolled Cha used to support a not over 48 in. C 8. Damper —No. 1C ramie fiber pope n , overlap duct out' 9. Air Duct —No. 2 per each 100 srs?.' Max dimension re, 10. Steel Framing It A. Main runner.! {' pendicular [r' Chloe, Donn;', Netiore B. Mein runner pendicular t 10A. Steel Framing I serious colors a s'> 4 in. O.C. The f the Type 1652 re shall occur adjor e at least two mai ;e Chico ..- 108. Steel Framing e metal pans (See"' lel to cross toe.; cross tee or mai ad for use with i Chico 10C. Steel Framing ;. 1854 grid °dap =;` aluminum V. in the grid sdapterel. : Chic* ;. 11. Fixture Protect of fixture euppo :• 12. Fixtures. Races .'' 2 by 4 ft or 20 y' sq ft of ceiling i 12A) shall be u cross tees. Wirt be considered I f:<: 12A. Fixture Stablliz ". FIRE RESISTANCE DIRECTORY II 1IIIIIIIIIIIJIIIIIIIIIIIIIIi jiIIIIIIIIII;III1IIif 111111111111IIIIIIlJI`IJ!IIIIII 'II 11 . 11111111111 g 1111111111, 1111III11111II111111III1i11111i111111I1111111I11 !11111111 11111111I1i`I1111111 3 /( 10 1 v 6 7 8 9 11 Mtf1EINGERMAr1' 12 0 lb Tti:, INC*. ' 2 1; 1`40 7.: If the riicrcfilmec; c'ocument is :less clear th;;n this notice, it is cue tc -the cJolity CT the crieir.2I coclimf3nt. JJt UG LZ 9G SZ bZ CZ , ZZ lZ Oc CA 81 LL 9L SL 'L C. ZL Ll QI 6 8 L 9 IIIII IIIIII I IIl hIl !IIIlI!f HIT IIIIIII IfIIIiIIIIII iill11111111111111111 11111111!! 111! 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BF 4 by 24 in. -res -(Not Shown) -0.015 in. thick spring steel, placed over main runners and ximatety 2 ft. O.C. :sification Marking Design No. P254 Restrained Assembly Rating-1 Hr. Unrestrained Assembly Rating - -3/4 Hr. Unrestrained Beam Rating -3/4 Hr. ninimum size. - .. t - Consisting of hot mopped or cold application materials compatible with in- fed herein which provide Class A, B or C coverings. See Building Materials :overing Materials (TEVT). tr Boards - (Optional) -Nom 24 by 48 in. cr larger. To bo applied in one or :Mows: ply laid on top of gypsum board (item 5). peed w steel roof neck (through gypsum wallboard) with mechanical fasteners ed to gypsum wallboard with adhesive. ers of mineral and fiber boards above the mechanical fasteners, if used, may the bottom layer and to each other with adhesive or hot asphalt. , perpendicular to gypsum wallboard direction with end joints staggered 2 :yen applied in more than one layer, each toyer of boards to he offset in both Ilow a min of 12 in. in order to lap all joints. When mechanical fasteners are nsulation is 2 in. (No limit on maximum overall thickness.) e Building Materials Corp. . _. ial- (Optionaq -Vinyl film or paper scrim vapor barrier, applied with adhesive inboard. Adjecent sheets overlapped 2 in. See Sheathing Material (CHIZ) cat- ; sf manufacturers. T rd' - Suppiied in sheets nom 2 by 4 ft to 4 by 12 ft, by norn '/. In. thick. e /sq ft. Applied perpendicular to the steel roof deck direction with or without Janice! fasteners (through the Insulation). End joints to occur over crests of th end joints staggered 1 ft or more In adjacent row. , ypsum (CKNX) category for names of manufacturers. -Min 1'/, in. deep, nom 30 In. wide fluted units, min 0.029 In. thick (No, 22 . Welded to supports with '/ In. puddle welds, through welding washers. djacent units welded or secured together with No. 8 by'/. In long self- drill- teel screws midway between steel joists. /nen-Applied to the crests of the steel roof deck In '/, In. wide ribbons at a r 100 sq ft (epprox 6 in. OC). Applied In % in. wide ribbons at 0.4 gal per • n the vapor barrier and the gypsum wallboard and between the gypsum wall- t layer of roof Insulation. NRI category for names of manufacturors. mere-( Optional, not shown)-- insutat!on clips with discs. may be used to ec- dahen to the steel root deck (through the gypsum wallboard). Clips 3'1/2 In. Ink diem of 0.203 in. Clip designed so that their tips "lock" against the tin - ' el roof deck. Steel disc 2'/. Ion. In diameter, 0.030 In. thick. Fastener spec - 'i :curers specifications, :oat Tar Pitch - (Optional, not shown) -May be applied between layers of en applied at a rate not exceeding 25 lb per 100 sq ft. 10H3, min size; spaced 48 In. OC, welded to end supports. shall stress Joists to a max bending stress of 22,000 pc:, e In. diem stool rode welded to top and bottom chord of each joist. nets -Min 0.060 In. thick (No, 16 gauge) cold- rolled steel channels, 11/2 !n. flanges, placed on and wire -tied to top of Joist bottom chord with a double 18 SWG gale steal wire, and :paced as required to provide attachment pro' '.,enger wires away from steel joist. , 12 SWG gale steel wire, twlst-tied to lower chord of joists or cold - rolled nger wires spaced 48 In. OC along main runners (at every other main run- FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS (BXUV) — Continued ner /cross tee intersection). Hanger wires also to occure at all fotir corners of Ugh. res, at midspan of cross tees adjacent to light fixtures and ceiling air diffusers. 14. Air Duct -No. 24 MSG min gale steel. Total area of duct opening not to exceed 1 13 sq in. per each 100 sq ft of ceiling area. Ares of individual duct opening not to exceed 113 sq in. Max dimension of opening 12 in. Duct supported by 11/2 in. deep. No 16 MSG cold - rolled steel channels with web installed vertically, suspended by 12 SWG gale steel wire channels installed adjacent to duct outlets and spaced a maximum of 48 in. OC between duct outlets. As an alternate, Classified Ceiling Air Diffusers may be used in lieu of the above duct drop penetrations in accordance with the Classification of the specific unit. 15. Damper -No. 14 MSG gale steel, sized to overlap duct opening 1 in. minimum. Protected on both surfaces with ' /,. in. thick ceramic fiber paper and held open with a Fusible Link (bear- ing the UL Listing Mark.) 16. Fixtures, Recessed Light - (Bearing the UL Listing Mark). Fluorescent lamp type. steal housing, 2 by 2 ft or 2 by 4 ft size. Fixtures spaced eo their area does not exceed 24 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. 17. Fixture Protection - Acoustical Materials' -5/8 in. thick, nominal 24 by 24 in. or 24 by 48 in. panels, cut to form a five -sided enclosure, trapezoidal in cross - section. Top panel whose width and length are equal to the width and Length of the fixture is centered over and spaced 1.1/2 in. from the fixture housing by scrap pieces of steel framing members (item 18). Pieces of the acoustical material, sized to equal the length and height of the fixture, are placed at each side of the fixture. Ends of fixture are protected by acoustical material cut to protect the height and width of the fixture at its ends and attcched to side pieces with 8d nails. End pieces are omitted when fixtures and top panels are butted eno -to -end. (S) = Surface perfora- tion. • USG Acoustical Products Co. -Types GR (S), FR -81 (S). 18. Steal Framing Members•-Main runners, nom 12 ft long spaced 4 ft GC. Cross tees, nom 4 ft long installed perpendicular to main renders and spaced 2 ft OC. Cross tees, nom 2 ft long. installed perpendicular to the A fi cross tees and spaced 2 ft OC. Chicago Metallic Corp. -Type 3550. Donn Corporation -Type DXLF. 13. Acoustical Material -Nom 24 by 24 by 3/4 in. thick reveal edge lay-in panels. Border panels supported at walls by No. 26 MSG painted steel angles with 1 -3/16 and 5/8 in. legs. (S) _ Surface perforations. USG Acoustical Products Companv. -Type GR (S). 20. Steel Framing Members -Metal pans -Not shown -Nom 24 by 24 in. formed from min 0.30 in. thick aluminum sheet, plain or perforated, installed by snapping flanges of metal pan into the box flange of the DXLF main runners and cross tees; the border metal pans are supported at the walls by min 0.025 in. thick (24 MSG; steel retrofit wall molding which is installed over the steel wall angle described in Item No. 19 A 23 in. length of 0.281 in. diem. PVC spacer is applied to the back of each border pan at the retrofit wall molding to secure the cut edge of the metal pan to the retrofit wall molding. Donn Corporation -Types CF, CM, CP. 'Bearing the UL Classification Merkine Design No. P255. Restrained Assembly Rating -1 Hr. Unrestrained Assembly Rating -1 Hr. Unrestrained Beam Rating -1 Hr. 585 1. Beam- W min size. 2. Roof Covering' -- Consisting of hot mopped or cold application materials compatible with in- sulation(s) doscribed herein which provide Class A, 8 or C coverings. See Building Materials Directory - Roof Covering Materials (TEVT)- 3. Vermiculite Concrete -6 cu ft of Vermiculite Aggregate' to 94 lb of Portland cement and 0.11 lb of sir entraining agent. A slurry coat of hur, 1/5 in. thickness is required between ton of steel deck and bottom of foamed plastic. Min thickness above foamed plastic shall be 2 in. No limit for max thickness. • Zonolite Construction Products Div., W. R. Greco Co.. , 4. Foamed Plastic' - Optional -Nom 24 by 48 in. insulation boards with or without holes and slots. When nom 24 by 24 in. acoustical panels are used the maximum thickness of insulation is 2 in.; otherwise the insulation thickness may be increased to 3 in. As on alternate, the foamed plastic insulation may be omitted provided that a min vermiculite concrete topping thickness of 2 in is maintained, as measured from the surface of the vermiculite concrete to the top of the steel form unit corrugations. eIees �SY ' ' � .. ;� ' - .t 'T ,!sr .:,, f .r*•? r " � J'i, 5, ; . ;' : _ y ,:,. .. �... ._. ...- ,:...- :_ , _.::• .� •..: . . .., .,._:.. ` .,. -..- S ,.•,., .. :... ....:..:,.v.6 *.. :� �„ •:.;fi i . . s .. mss, r .. ,. .. ' I' I1► 1 ... _..� I IIIiIII1IIIII�IIIIl IIi 1 I 1 I� J , I1IIIIIIII1II IIIIIIIIIIIIIIIIIII1IL11(Il1lll +111 ( lllll1l1IIIIIII 1II1 , I , 1Ia 1 l11LIIIIIIIIIIIII III I` I 11 1IIi I IIaI1l11'IfiLfII1ilLIL 6 't iHS UJC.. 2 4 _ 11 rawfEiNGFRuArer 12 .`�°_.��... 9 I I `mil' r N3T if `the microfilmed document is less clear than this 40 r. ( notice it is cue to thc- cuelity cr.thecrictinel,'c'ocument. 0c, e 1 Ucf. 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'� r'4, •c r. :,dv c ••%,.,• f .,. .. ..,.F � :^ : � r € _.,.7..._E� _.. _ _.., - ......__ -__ _., _.._ £ >._•. � ........,_ ._:. ..�- P_s.._7_- .� : _ -, .. _... a. t- ,..,, � -. :.,, )., t., _.. ✓._.. �._ .. __, ...�.. _ s�f ,. c.. ,.r` � .T ., _ .._,...�; e',r... _.. s.<+.,1.�..�. ,•L:,. .•t _.. :l 5861r�j FIRE RESISTANCE DIRECTORY ; FIRE RESISTANCE RATINGS (BXUV)- Continued See Foamed Plastic' (BRYX) category in Building Materials Directory or Foamed Pleetk' (CCVW) category in Fire Resistance Directory for•list of manufacturers. Any polystyrene foamed plastic Insulation boards meeting the above specifications and bearing the ij Classification Marking with a Flame Spread value of 10 or less and a Smoke Deeelopy value of 130 or less may be used. 5. Wire Mesh - (Optional)--No. 19 SWG gale steel twisted to form 2 in. hexagons. In addition, straight 16 SWG gaty steel woven into mesh and spaced 3 in. apart for stiffness. Mesh in- stalled without attachment perpendicular to supports and overlapped 6 In. at the sides. 6. Steel Floor and Form Units'• - Noncomposite design, 9/16, 15/16 end 1.5/16 in. deep, nom 30 in. wide corrugated units, min 0.016 in. thick (28 gauge) gaiv steel. Welded to supports with 5/16 in. puddle welds through welding washers, welds located at each sidelop with en additional weld midway between sidelaps (15 in. O.C.). End laps to occur over joists. Consolidated Systems, Inc.- Consoliform and Comvent Typos EHD, HD, S, SD. Vulcraft, Div. of Nucor Corp. -Types 0.6C, C.6CSV, 0.6CPR, 0.6CPRV, 1.00, 1.00SV, 1.3C, 1.3CSV, 1.6C. Wheeling Corrugating Co. -Type TV•50, TV-75 or TV -125. 7. Steel Joists -Type 8H3; min size; spaced max 4 ft. O.C. and welded to end supports. Note: Design load shall stress jcists to a max bending stress of 22,000 psi. 8. Bridging -Steel bars, 5/8 in. diam, welded to lop and bottom chord of each joist. 9. Cold - Rolled Channels -Min 0.053 in. thick (No. 16 gauge) cold - rolled steel channels, 1%, in. deep with ' /re in. flanges, placed on lower chord of joists and secured with 18 SWG gale steel wire. Installed perpendicular to Joists. located as required to provide hanger wire enact: - ment 10. Hanger Wire -No. 12 SWG gaiv steel wire, twist -tied to lower chord of joists or cold - rolled channels. Spaced 48 in. O.C. max on main runners; hanger wires to occur at all four corners of light fixtures, at all four corners of grid modules containing an air duct opening, at mid- point of cross tees adjacent to light fixtures and duct outlets, and adjacent to main runner splices. 11. Air Duct -Min. 0.023 in. thick (No. 24 gauge) Daly steel. Total area of duct opening not to ere ceed 57 sq in. per each 100 sq ft. of ceiling area. Area of ind duct opening not to exceed 113 sq in. Max dimension of opening 12 In. Duct throat protected with ceramic fiber paper laminated to the metal. Duct supported by 1'/ in. deep, 16 MSG cold - rolled steel channels spaced not c 9r 48 in. O.C. suspended by 12 SWG gaiv steel wires. 12. Damper -Min. 0.034 in. thick (No. 20 gauge) gale steel, sized to overlap duct opening 2 In. min. Protected on bottom surface with ceramic fiber paper laminated to the metal and held open with a Fusible Link (bearing the UL Listing Mark). . - 13. 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 24 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. 14. Fixture Protection - Acoustical Material*-5/8 in. thick, cut to form a five -sided enclosure, trapezoidal in cross-section. The fixture protection consists of an 18 to 23 -3/4 by 47-3/4 in. top piece, two 7 to 8 by 47.3/4 in. side pieces and two 6 to 8 by 23.3/4 in. end pieces. The top piece must clear the top of fixture housing a min of 1 in. Scrap pieces of suspension sys- tem tees may be placed on top of the fixture as spacers for the top protection board. The top edge of each side piece may be provided with a 1 in. deep by 5 in. long notch near its mid- point for venting of heat. The side and top pieces are laid in place and the end pieces are held in place with three 8d nails inserted into the top piece at each end. (S)= Surface perfure- lions. USG Acoustical Products Co. -Typo 5/8 or 3/4 in. GR (5): Type 5/8 in. GR -1 (S). 15. Steel Framing Members•-Main runners and cross tees in combinations listed below. A. Main runners norr, 12 ft long spaced 4 ft O.C. Cross tees nom 4 it long installed perpen- dicular to main runners and spaced 2 ft O.C. Cross tees nom 2 ft long installed perpendic- ular to 4 ft cross tees and spaced 4 ft O.C. For nom 24x24 and 24x48 in. panels. ' Donn Corp. -Types XD, DXL, DXI.A. 16. Acoustical Material' -Nom 24 by 48 or 24 by 24 in. lay-in panels. Border panels supported et wails by min 0.016 in. thick (26 gauge) painted - steel angle with 7/8 in. legs; or min 0016 in. thick 126 gauge) painted -steel channel, 1 in. deep with 7/8 in. flanges. (S)= Surface perforations. USG Acoustical Products Co.-Type 5/8 or 3/4 in. GR. or 6/8 in. GR•1 (S) 24x24 or 24x45 in. 17. Hold -Dowry Clips -{Not Shown} -Min 0.020 in. thick (No. 24 gauge) spring steel. placed over cross tees 2 ft O.C. 'Searing the UL Classification Marking LOOK FOR MARK ON PRODUCT Fh: Beam -(Not 1. Roof Covert sulation(s) dr Directory-R IA, In lieu of Ite lasted, adhe Classificatior ; 2. Roof Insulat Min thickner ?: overall thick " end joints a: each layer t '> joints. Adhe: and to vapc foamed play hesive or as fasteners. , 2A Mineral am thickness is Boards to c a min of 6• be offset in only one la r. more layer: with macho ed to additi asphalt ma' ; 0 3. Vapor Rote s sum wallbo sl (CHIZ) ca 4. Gypsum W ft, by nom with adhesr 2 ft in adja• 5 5 Steel Roof steal deck MSG. Ends a max of 1 with No. 1: 6. Adhesive - - - gypsum w. • in 1/2 In. retarder ar. and roof in ce,'., tween layer 7. Mechanica 1 washer de: steel roof c 8. Net Anphe coed 25 IL 9. Steel Jobs sign load s 10. Bridging -t 11. Cell. Retie: flanges, Ph gale steel py. tachment 12. Hanger IA' • channels. 1: ,_.... 48 in. OC • 111111 1110111P1111111.:.1 1111111111111111 •. WAetirdi Art ----\\, \\\ 4 lot I 1 4----e---- iouR • -ma O(TeND Ac-44.V4 wegiPola 14*- 1,14 , .5-Kopcts..,2,1as.1-17.) 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Pi F4..isoc Si L. • • • 'V .VV V V V „ • • , • ." • • ENGINEERS— NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. Jos NAME GATEL Ay CoQP CEIJTE2 DATE I 2 SUBJECT l�i� I,,l S - TAIt� S ijl,IILDI IJ(' #1 SHEETXX I OF 4 By PHIL V /qEw 3 �� (Tong L . 774 icle_Ne SS\ SL A6 ov- IL" ZiC 6, Lv gg poa ,-! Dec iC. 9 0 RE(iE!VED CITY G TUKWILA JAN 2 6 1990 PERMIT CENTER E> 5•r 3 z"c K OF TUKW{tA 7' /Z. e APPROVED EXISTI/J6 ` fotST & wDC ' t) PAr2 L. 2 1 ' ► " FLbOP RAO E // ( J t . T, fs 1 r2 ,DF - ? 6 tC8v►.SE.• • I -2_6 —90 k7 ! S7nJ(� F1nr- li'JC, is CROSS !Vq(1 r) NOTES: I.) VERIFY ALL AS BUILT CONDITIONS IN THE FIELD AND NOTIFY ENGINEERS NORTHWEST IF ' CONDITIONS ARE OTHER THAN SHOWN. • 2) ALL FIELD WELDS ARE TO BE VISUALLY INSPECTED BY AN INDEPENDENT TESTING LAB. 3) ALL STEEL IS TO BE ASTM A -36. ALL BOLTS ARE TO BE A325N. 4) INSTALLATION OF PARABOLTS (TYPE PB, GRADE 5, GOLD COLOR) IS TO BE INSPECTED BY AN INDEPEN— DENT TESTING LAB. { - v � ). r �ili�ilif ililil il► I+ l�IiIIIIIIIIIIiIIiIIIIlIIIIIIIl ill IIIilll! 'IIllll�lf lJlll�ill(III�III�ii' IIIll I!I`I II Il Il Il 11liililIIIIIIIIIIIjII''IIIIIII IlI!lIil illl ll► lill{IIIlIIIl11►lIIIlIII(lillll 2 4 5 6 7 8 9 10 11 12 M10E Iti f jERMLtiY 40 i NOT - 7:: if the micrcfilmed c'ocument is less clear then this neticc, it is Cue tc the •quality cr the cririnel recurrent. Uc hG 1.3C Le Yc �� tie 6 e. ZZ Le. o e bi 9l A LL 9L SL Oil Et Zl Lt CL 6 8 L 9 S +i £ l ,iW I! )i llilil �nl l! IIlJIIIiII)II i MiliIIIl 1I I1iiillnil l iiii iii l iiii � iaii l ilii � IIIiIIIII iiiiliiii ii i !iii iiii iii ! Mliiii, iiiiiiiiiiiiiiiiiiiiiiiiiiiiliii !1iiiiii;iil �.',� [ ,., :f �^. :. •:. F'+ '�. .. ,. .. .,,;l J•..:: Jt. 1. Ji ... ^ ::J C' ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX #f (206) 522 -6698 JOB NO. Joe NAME _& I E YV AY .0 X) 7 I7t DATE 1 - 2 - 9 0 SHEET x)( 2- OF 2- BY PHIL V. i Lr, x 1�" fe, it 2ev #. ED a - -6 - 9 0 . P /At 5Pec7 eY u L.TRA5Ot11O oIL / ADioC IC_ P-1 e rHO p DE. r' -'— Off. EE A2CI'1. Fv2 t T.IL& 4 n; E_oslciLs to 7 I !I Cl it I /2 t"brz/1fECK CITY OF TUKWILA APPROVED FEB G 1990 IL AN N , DIVISION (T : .RJLOJ ttr S I X12 k_LTh /1Nb LAUDikiG PLAO rAt F Y1 (\—r xsx 3 ,s 3 / /cam (4 PLAC.8- s) -4. r r .;fir , s ..tK x '' v a y , .s J v �ir ,W. '.s r h fT..F�". .f r . r '` .;`:' tt en �. '� +_.'L, r,.. K£ -y .,~ ~a t .� �• tY - ._3r - 1 « .,.• �, . 3�.. y v: � - o 3 3 � *� '� }�:_ ., t<` -�"' fi is 1 �' � ....0 r•? ill I�f I {III�I ICI (�I �fll I!I I�f I�IIf ICI I(I I�I lil I I I I (� II i I I�I i I I I I I I I l I 1 Il I I } II •I I { . 1 . I I �I "1 f rl I 1 I I I I� I I I:1 i ! 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N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522.6698 JOB No JOB NAME 6A W' C62PO (f . Jr- e/L-.. 6 u' L2I'v e, 7 SUBJECT CITY OF TUKWILA APPROVED FEB C 1990 .; • =/ "% OP O ?c /3 BUJLDlN DIVISION Yisr J. 6 (4--6" DEE' ENGINEERS—NORTHWEST INC. PS. F 3 6 1 /L' E rLE c."O" 4 A / e' 0 7 t, 6 Si= a -/ tom A NOTE: JACK CAMBERED UNTIL BOTH ENDS COME WITH BOTTOM OF FLOOR THEN CONNECTION FROM GIRDER CAN BE MADE. DATE OJ '" /el -90 SHEET Xh OF By FLA. 3S-r 7t] p c H c/Z- J Pet. BEAM INTO PLACE. INTO CONTACT JOIST TOP CHORD. BEAM TO JOIST • I'I'I'I'IttI ' I! IlIF I' Ii f'► i, ' I' 1 ' !' �'I'�'i'�'I'�'I'i'I'! 0 1G T,,:. 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C300-01001 ONE GovM - ro Iwo!' `j"Aslle A i` ;Pot 049P IN6 `zEs ..710/,0 a 3/4 - -4-R 1' 1 i1/ CITY OF Tl1� APPRO JA 5 19 90 - , 1 E3 IL ING DIVISION NHS W►r;F. F't.A)JG L „ pAM 4 'Da e .x�r Pere ,!e• c.r S No t c d \ u/J •v(, (04"-4.5 3r taxi .s to _..Jot 5 T 4Re0: 1-13A0 SE(.Tlt ad G ohAL t1.L.144 fcPM L 0 OLLIA. A1,4 )Yks � <v 1/ - 6 PLIC• lI 6T EEL. f)140p -mpowc6 _ 4PP2W ` Lc' ENS I eg , 'c -t w j ! -- ) , M WiAiwtra 01 ( Ao m ) 'r.1 ON N e E ,[O Pb �, f NsFecliou ` o ' t A5 gun-7 lr U -'r e,s .�A '1 pcA n A - Li --4,. o rt._ r,166 r 21X 2lb. CoNrr. Foe CUPPoP7 c : l r o42 MO( Holt co t L Tto . v aW Oft 1WS tAikeser Reo5E-0. AN ;. 2 1990 °Ref . PtirAct+ED ENGINEERS— NORTHWEST INC. PS. rerAILS 6869 W0QDl.AV.N AVE. N. E. SUITE 205 • SEATTLE, wA 98115 - 12O6)520.7560 - MX a $2,24 r � ': ..f, /'}F /,e �•�..: rs•i'F - fV Frtc T -�1.� >0 Z tr 720 00 6 — co C.) X1 :?S?+•'r: ge rAiv Xs s M �fr czA v:,,,••9 h:. iZ :b ?�" :#,'f✓°`iY .t9..ntT.YY% ' } „ 7( C' ter; 140:4r . 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S / I , 00 'Sr Co 3 s•At,ar:s RECEIVED are OF TUKWILA JAN 3 0 1990 Eilo,[7N6 r PILE COPY I understand that the Plan Check approvals are 3ebject to errors and omissions and approval of plans does not authorize tlx: violation of any adopted code or ordinance. Receipt of contractor's copy • a�,• .ved plans ackn vfdged. Date . r2 q-90 j 4fin Pe mit Ma 161014 eee-TasiO � IZE CANON Gnu riel ���' CITY OF TUKWILA AF PROVED 11 1990 )4 ;1 .4 ;'A BUIL T ` '"' SIOR , ' • i • e r*11 Mitt tibfai etwoo 1, p ir r.i.:1012) tttiu*, etcro reotaierx, ,1 1,- 0,661.t. 1 kiv Ka? moi froa ib $014 ti 1 [AO - eft e,MOI Alt 10 M /O 44mod•-• klotz iV'f Id • „Rua owhelarti. 0 IG IPE. ut" W61.10 v% I Lo it46 O' 1 -N lb 41c ettlm tetiti.„ piaci NO ; -ro ktirturt • , ,i! 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Gollzotpit. , Otte; Ve: I LoN •ks. , =,w1:fgeatifeitaa r frf ii401140 \ VAL. —iffevA riat VtiOtNi 4xleftte-1;41814. btic) r 09,414 beets - - - l tt? ol bt' v6,1, tu4iLp'7'''''' ••■••■•••••■*1■Nele...01. • z•Vgri%)=N;OtraraLMEarevrArIrMreMpasav._ !!i4 got vit4r2"si f &I./Melt Rita- 1 :1114 tft , CITY A P FE ROVED 1990 BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 3 0 1990 PERMIT CENTER FE1 06 '0 atiNteS'NORflAWEtT =6698 THE FOLLOWING NOTES APPLY UNLESS NOTED ,OTHERWISE CODE2 UNIFORM BUILDING CODE -- 1988 EDITION — ASTM'S LATEST EDITION ALAI ROOF.....25 PSF WIND 80 MPH, EXPOSURE B SEISM/C ZONE. a FD LULDAT 1Q14 OE be fie 12 9c 5Z VZ CZ , ZZ 6140111611HHAUHUIIIHMMhMhMhMhifilIdifilIM I ! I GENERAL NOTE FOR PLAZA FRAMING ====c0= (GATEWAY BLne) 1 1 SOIL 8EARING=2000 PSF, IN ACCORDANCE WITH SOILS REPORT * 14260-016-016 DATEr AUG-26—I987 BY DAMES AND MOOREM PLWAELE •Pc 2500 psi FOR t'UOTINGS AND ALL OTHER. ULTIMATE STRENGTH DESIGN METHOr USED MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE EgLOMDMINIATJEL ALL CONCRETE RETNFOMerNG STEEL SHALL 6E DEFORMED PER AGYM A61.6—/o, UKAU (fy=60,000 psi) COVER TO MAIN REINFORCEMENT TO BE BOTTOM OF FOOTINGS INCHES ronmED ounrAoco..ocATHcr4 (ram FAOE i TIMM -.INTERIOR FATE 3/4 INCHES STRUCTURAL STEEL, ALL WORK IN ACCORDANCE W "IAISO SPEefFiCATION POI THE DE3TaN, rAMICATTM AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARK PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A-36 (Fy=36,000 PSI) PTPF no' INNS ASTM GRADE B CSCHEDULE 40) PROVIDE MINIMUM EMBEDMENT FOR ANCHOR DOLTS PER LJBC TABLE 26G FOR CONCRETE. APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF ANCHOR BOLTS IN CONCRETE. CONFORM WITH ICB0 APPROVAL FOR EXPANSION ANCHORS USED. ALL WELDING TO oomrorm WITH AWM BI.1 HUE P WHAMS VW ZUILZVW6 8MW5111U.ST215W". WML58 14157 SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL. WELDS BY CERTIFIED WELDERS. USE FRESH 7OXX ELECTRODES. STEEL DECK UGC 23 CA. ci i/no DCCP) !NVERTED VEPCOP GALVANIZED OTCEL DECV TO ooNron WITH ASTM A446 GRADE B. GALVANIZE G-60 PER ASTM A525. CONFORM WITH ICBC RPFMRT 0 16 MS INC., ; 2 3 5 6 7 8 9 NO17: If the rnicrefilme0 document is less clear then this t ncticc, it is cue . to the quality ;el: the cripinel document. N .. .,........ , --0 te 10, bt 9! a 9l GL 4 7l et it It 01, 6 8 Z. 9 III!lTlII II !!I!lt!! I I IIIII II It 4TATH110144 I() 11 MADE iN3ER1-1"' 12 d FEB 06 ' 96 17: 4:) Lrtuustt.E.Kr. i`Iv I nl :r_o l cc sac,_ v J NSPECT I ONS IN tPECTIONS ARE TO BE PER UBC SECTION 206 ANDI ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. • AND THE ENGINEER. FOUNDATION: CONCRETE: REINFORCING: CONC. ANCHORS: WELDING: 2 INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. TAKE CONCRETE CYLINDERS STRENGTH. VERIFY ALL REINFORCING APPROVED PLANS. CHECK GRADE. ALL FIELD INSTALLATION OF CONC. ANCHORS IS TO BE I1\ ACCORDANCE WITH I CB0 AND IS TO BE CONTINUOUSLY INSPECTED. CONTRACTOR IS TO HAVE A COPY OF ICBO EVALUATION REPORT ON SITE FOR CONC. ANCHORS USED. INSPECT ALL FIELD WELDING.. VERIFY CERTIFICATION 1 WELDERS. CONTRACTOR SHALL PAY FOR REWELDING ANI REXNSPECTION OF ALL. WELDS NOT MEETING SPECS. INSPECTCJF SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. AS REQUIRED, VERIFY SLUMP AND IS PLACED IN ACCORDANCE WIT FOR REQUIRED COVER,, SIZE AWL SHOP MW I NCt SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED STAMPEI FOR COMPLIANCE AND PRIOF: TO FABRICATION FOR: STRUCTURAL STEEL, REINFORCINI STEEL AND TRUSSES. SPECIAL. CONUI tXgNs CONTRACTOR SHALL VERIFY ALL DIMENSIONS 1 N THE F! PL n AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANCES PRIOR TO INSTALLATION. 0 16 TICS INco, .t. 1 ►IIIII IIII 1 J 1 1 1 + 1 ; 1 1 1 I I I' II ;I�IIIII�I�I�II;I�I;'I ;l+l�l It! tJIII;I�I;I1( III; I�l; Illjlll; 111�I�I; lil�l�l ;l+I;III�III;III;I(I�III; III{ iljillj ;1I1!i`111IIj11111` 2 3 4 _ 5 6 7 8 .9 10 0 [ NOTE: If the rnicrcfilmec document is less clear the >n this , notice, it is cue to the quality cr the cricinel c'ccument. 0E; be :3C Le YC SG 47e ce , ZZ 1.i Oe 6t 8L LL 9t SL tit CL ZL t pl, 6 8 L 9 f C z tt wN U 1111111 111 1 ll 111101111lt })!111j141 I111jilllil41( 110IIIAAAili�AllIIAIII11111, 111II! ll1 1IIIIIIIIII111iIAII► IAlllilll{ IIIIIIIIWAllilAIIIIAIIIIAIIII4III I4IllflAIIIIIfIIIIIIlilllllOJ 1 UICE IIGERM"' 12 1 • C f A / , T1'' T � ?X400- I ` . I 0 " xs.. T7P - 5A • 0" r4Paf mart w1X22 1 -- . a JAN 30 '90 11:03 ENGINEERS NORTHWEST 522 -6698 10 k -534.1 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 - SEATTLE, WA`98115 - (206)525-7560 • FAX # (206) 522 -6698 JOB NO JOB NAME Sue� A( lA�j -� pCd _ ,.SHEET 1 of 5 �?lC'uGT- f�l15 cl5 -:'- GJ�LC - ®Y DATE 1 . C4.1.t 1124i1f2 1 7 /Ll ffi . /Al6 pLAAJ ‘1.LWAM ,, A s. O PA/ C-7 PG. PAAJJCEL 4 P.2 RECEIVED CITY OF TUKWILA JAN 3 0 1990 PERMIT CENTER �... .r' JE 22 2P, C u:_' �,'t.+Grra tt. ., r � ` sf •. 1 • ., l _ . 1 ,. /c 1 , •1�y �.��\ � . if 1. '.. .ilYl nlll J. .� � 75.:/f A .. .s. .. �....� ?R v:iLG 4 1� }aS AT _E•.:.i. WPM n:;!' :.�.'1.E :,p :2" c;: 1.� ?E ! . .ti'>'_.•_J _EO, '•, i- r ,.` . as 24 1.:AT.. Dr ^Fcl • .`.i4 iii. i:'M. 40 ire pave, TOP (X 15 • ate, ! tIIIIIIIIII l 'I' IIl�i� 1 . 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WOODLAWN AVE, N.E. • SUITE 205 • SEATTLE, WA $8118 - (206162v -1680 - FAX fr (sue) 622 -6688 Jos NO.------J06 NAME SUOJEGT tAi6T7 , P.1. 6PAIJEVE2 , Montt b*.YLbN75 4 ,fl tte A7TA0H8 A r 8Y 5x344. V!/3/4 PA2AACLT.' 24"£ MAY (geiJP Lep TO Matti SwPEJ p 4 RAN De t•.,. 6 ``1 DerrA , Ji:t 24 '90 10:10 ENGINEERS NDRTI4EST S22 -6698 P.3 ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 • SEATTLE, WA 98115 • (206)525.7560 - FAX # (206) 522 -6698 JOE No. Job NAM[ _ DATE SODJ$LT SHEET OF BY txT'E-RJOk r7 A16N .. pert ARCN - S -- 4 #5 : I - Tnev GA UAW (3 real. S) 4Lo3r # =o °xl lo. fir 5r1.. MWt& Pak Pak ( ;>,/„7 . De• A iL. J DATE SHEET OF 1 8 . 1 T7P / L cr COL • 7�JAlTN ff J'ai41 r7rr a r' 1 P Derkt. F 61h C/ 6L / 25 Pte= f P.4 ;' 2 G.T.P. pL,u7tt iCtAk W /40 %4L:51 t" $A . / w/4-'S /4. ?AAA i3ot (YNP31CD g•'/2' MW, ►44' ($.0 EA. WA`( (7QP t Bor.) ENGINEERS—NORTHWEST INC. P.S. 0868 WOODLAWN: AVE. N.E. • SUITE 205 • SEATTLE, WA OS115 • 1203)523.7660 • FAX N (103] 12 JOS P40. $UOJECT • Joa NO SUIiJCCT . JAN 24 '50 10:11 ENGINEERS NOR1r4F3T 522 -6E99 A• 7Ye scff ee.vR rfasc/A PEA ARta CHAUNra- /X12 PLAN "` ?OPptr Got. 15.9 eTAL Joo NAME C C11444XL gendirerJ X151 r• jr e6 peck 672.•,aM 7*ade Z E rA u. ''' G Gnduv8S. P PsA i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIiII !IIII11111f i11 111111l!II1 1 111 1 111111IIII11 IIIIIIIIIIIIIIIiII1 III1I1I1 1ttIIIIIIII1I IIl11 !lllllllllll11 11 IIIIIIIIIIIIIIIIII _ 0 NOT?: If the micrcfilmcd document is less clear then this ncticc, it is cue tc the cuelity CT the cripInel c'ccument. ^_ • pt, t,, be Le 9, sz. ,z EZ Ze 1C OG e1 et Lt 91 SI 1 1 et z1 a 01, 6 e 1. 9 S . e z 1 ••„ U hminnl !inlniilniihiiilnliln!iln1, Im�l ni IIIII Iiiil iiiin ililnnhn !lniihinlidil!jinniUilliilli �l�nilinilnuhiuii�nllniiiiiihniinn fnillinihni hiillidli hniliiiiiiiiiuiiilliliunlunilnnlpliluiliuuinnluuiiiiihull '1. 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NS SHEET 0► BY A p w T ¢ ;( 2 2 G1ax,5.$ -> • pL &J - -..: Iii 2'e u :i;'ni7. - :, ' :1.14 ; : Pan At • Eta 02F0:1 k.? :74 :: a; t • :T: g ;224722. • 1TA 341 ? 2E3 7 : •• •' ';I: 1%2 At 24' oft. t; ont :.- AL.: ". 45 TOP eg LAOS 15 '• CITY OF TUf(4 "Jill+ APPROVED - FEB " 1990 YLI. a k ; molop ow lJ4W. ri.- V )&.i ' 00111 Cf1Y OF T KWIIA mid" Mal innokL JAN 3 PERMIT CENTER 1l�t t � NEtJ6 TD Cwup s .3 a 0 N V co os < o 1— co N HALL- 1_110j Poi NKI Nr� it)I.J PI^c vIc rope pAcki L\E5: G i ec w T eAlf-. Sox I 1-1A6 -A ct© AM 1_IWt 6. ,ag A Kt 2d AI°e MA, 1 4.4po+•ri cr u ffirvo) A71+`gII"IiIU W gpear R1 xlslli\:G r°1 a8!- 91fi 1 11 . 142t.P OP *4 11E \ �MoKt: I'ts.Tk.:eroI\i A4\ J11Ri�+ f\i.A4zi Y.rp 1-1 • II L II so - 70 Pe 0 ,4/ F °ie 24 sr. 2 t* Retire y" we?" Pr-N.16 20 wl 1 6 Otr'fr kileadl I t-1511 . r ul e . 1Z r F_COND L� FLAN 1 LJP cA,131?4#=T Aecva SO.J 4 INSIJ1J' W ¢ Goa M M I \. t` . 1 It IJNTA �I r_� r � 1 • !-i 1: rRr L- L DC� ' i A - OP f4rrr� P 5 O K F 'Tc . 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