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HomeMy WebLinkAboutPermit 6329 - Municipality of Metropolitan Seattle - Mezzanine Equipment StorageThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 6329 Municipality of Metropolitan Seattle 12100 East Marginal Way South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. 39 DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. metro 12100 east marginal way south 6329 PROPERTY OWNER Municipality of Metropolitan Seattle PHONE 684 -1333 ADDRESS 821 Second Avenue, M/S 112, Seattle, WA 2F 98104 -1598 CONTRACTOR Forgie Construction 'PHONE 392 -1218 ADDRESS 23233 S.E. 54th Place, Issaquah, WA ZIP 98027 WA. ST. CONTRACTOR'S LICENSE # BoBFOCC155 MA EXP. DATE 7 ARCHITECT John Walser PHONE 684 - L304 - r.. - ' • • • ` T.: II - UBC EDITION ( 1988 SETBACKS: N - S - E- W- FIREPROTECTION: °Sprinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED? Yes ® No ( publlo worksi ZONING: BAR/LAND USE CONDITIONS? 0 Yes ® No CONDITIONS (other than those noted on or attached to permlt/plans) APPROVED FOR ` ISSUANCE BY: I _ /I� Q 1 L'. '' I . BUILDING , OFFICIAL , � DATE: , . I hereby certify that I have read and ex this permit and know the same to be two and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performanc f work. I am authorized to sign for and obtain this building permit. l SIGNAT • tit (� - DATE: /,/ 90 PRINT NAME: / F" COMPANY: - CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING (i)5 PERMIT NO. DATE ISSUED: la- qo SI 12100 E Marginal Wy S S I TE # PROJECT NAME/TENANT Metro CO 90,000.00 ASSESSOR ACCOUNT # 734060 -0421 TYPE OF U New Building U Addition [U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage O Reroof O Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Add mezzanine equipment storage in two areas. RESS CODE c'OnnP1 IAtI(1 USE FLOOR+ TOTAL SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. SQUARE OCC. SQUARE OCC. TOTAL TOTAL LOAD FEET LOAD FEET LOAD SQUARE FEET OCC, LOAD Th permits all become null and v oid if the work is not commenced issuance, or if the work is suspended or abandoned for a period of 1 CERTIFICATE OF OCCUPANCY NO. 821 Second Avenue, M/S 117, Seattle, WA NIA BUILDI1 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDINGSURCHAROE. l PLAN CHECK NO.: 90 - 284 DATE ISSUED: 98104 -1598. a ron; the date • d ays from th last inspectlo PERMIT NO. CONTACTED J6\'1Y'\f1 e... DATE READY DATE NOTIFIED c�� '" � BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 5 9 9 . Ja 9 cJ 3RD NOTIFICATION (I it ) PLAN CHECK "1 NUMBER NUMBER 0--2.g , I BUILDING PERMIT APPLICATION TRACKING PRO T NAME L� go,(41/ SITE ADDRESS i s 100 . nlcerc9 1 11)j S INSTRUCTIONS TO STAFF SUITE NO. -1 • 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) G, SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. PARIV BUILDING - initial review titt,FIRE O PLANNING O PUBLIC WORKS A TE II N �)<► Ov: Sprinklers (ROUTED) 1 - Y,} -1v INIT: 1.) O OTHER INIT: R• BUILDING - S•ZO•` O Ere/ final review INIT: INIT: INIT: CONSULTANT: Date Sent - UIREME S / COMMENT Date Approved - FIRE PROTECTION: (� Detectors [ N/A FIRE DEPT. LETTER DATED: - ?130IN J INSPECTOR: 671/ ZONING: BAR&AND USE CONDITIONS? f Yes 14 No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: I: P OF CONSTRUCTION: C DITIO (year): REVIEW COMPLETED SITE ADDRESS SUITE # 12100 East Marginal Way South VALUE OF CONSTRUCTION - $90,000 ASSESSOR ACCOUNT # 734060 - 0421 PROJECT NAME/TENANT „- ell , i . ,. I. e TYPE OF • New Building • Addition x Tenant Improvement (commercial) Li Demolition (building) WORK: ❑ Rack Storage ❑ Reroof O Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: Add Mezzanine equipment storage in (2) areas. Enclose excess corridor space to create a new room for welding. Provide mechanical work for ventilation and fire protection and electrical work as necessary BUILDING USE (office, warehouse, etc.) Fleet Maintenance and Storage NATURE OF BUSINESS: Public Transportation WILL THERE BE A CHANGE IN USE? (xi No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 53,092 sf Tenant Space: same Area of Construction: 800 sf WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ❑ No ❑ Yes IF YES, EXPLAIN: No Change PROPERTY OWNER Municipality of Metropolitan Seattle PHONE 684 - 1333 ADDRESS 821 Second nu Avee MS /112 Seattle, Washington PHONE ZIP 98104 -1598 -1O� _ j I c CONTRACTOR .V0r i .P Con ( Bob ADDRESS I, u 0, ,, 1 ZIP (.l`CO 0 —377 E 5(-11h l WA. ST. CONTRACTOR'S LICENSE # �� l flu 1 SG7 I' I [ 1 Ek P. DATE 1 I 1 16) 1 ARCHITECT Jnhn Walsar PHONE 684 -1304 ADDRESS 821 Second Avenue MS /117 Seattle, Washington ZIP 98104 -1598 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 S v APPLICATION Il 1 U S T BE FILLED OUT COA1PLETELY PLAN CHECK NUMBER BUILDIK 3 PERMIT APPLICATION FEES (for staff use only) DESCRIPTION BUILDING PERMIT:: FEE PLAN • CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL AMOUNT RCPT: # DATE HEREBY CERTIFY I HAVE `READ AND; EXAMINED THIS A PPLICATION AND KNOW THE SAME TO B T RUE ,AND :CORRECT, AND I A • : HORIZED TO APPLY: FOR .THIS PERMIT,. BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON SIGNATU PRINT NAM ADDRESS dc&4 J ohnnie A. Butler 821 Second Avenue MS /112 .Johnnie A. Butler DATE June 29, 1990 PHONE 684 - 1333 CITY /ZIP 98104 - 1598 PHONE 684 - 1333 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 433 -1851 prior to submitting application. In an 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 COMMERCIAL Legal description •..:: :• • Mechanical drawings a civil ,drawings . Hilt '' • • • • it appli cation ' • • ' ' ' r"ThSis o f clvd drawings _ perm applies, . . RAck STORAGE RESIDENTIAL .10•■••••• S6d3MITTAL CHECKLIST NEW PWELL11913/ADFO El.CoMplelordbilliding permit applicatlOk(onefOreack structure) .•• • • • •• „ • L e g al description •• • .„ ••••• Two :eitts:(2)df : Working' drawings which include ................. . ....... .Foondetiti • Roof plan::: • • .:. .• • ••••: • (all •••.,••• • • ••:. • Bulking elevations . • Building cross section • 'framIn u plan s. Wetifsingtoe:Ptate Energy Code data Completed utility permit application SIx (6). sets of site plans showing utilities ...,.... :•. NOTE:: Building site plan and utility site plan may beiompicied;:::•,soe::.::.. uWlty p!rn*Ication and. chscidist for speeltic Aubrni.ltallst4tilrententi:.. ' ' ' • : Addbooattoppgraphicel.fend soils illopttalion mdys tintqya • ......„,.... ,..„....„...... • .... .. . • --ri CtA i...i. OV 400:gt171 .:. j or - • ' • '•'• • • •• •••••••• .:................ --• '' • ' ''''''''''' ' '''• ' ......-"::••••-:•:'.::•::::.•::::::::•:::::.......,.:.::;,........ ... '• C°44 18 11 0 1 '.... t it:CI:b6 .:.,... ..1 ... !0 0t1..P.O!itilt ....,...........::,................. ..... : . . , ,... . .. AstettoriActiiii . nt NuMber:::::•.;: . ••'.....,:.:.:•:::.•:.:::::::.„,,:„...„......,:... .... • : pliiiii;:WhiChlittliidel'::::i.:::::: E111..pr°P0 )ralI building plan "•••• ' a Use of adjacent (common wall) tenant • Overali dimensions of building or square footage ir plan of proposed tenant space • Tenant • New walls, : • s plan with use of each room labelled ••:-.0t e ... wall and walls to be demolished • Exit • Cross section. showing wall construction and icbral calculations stamped by a Washington State licensed iineer may be required if structural work is to be done (2 sets) If anyu'woi* Is tobe done, submit separate utility permit F • re) • • RESIDENTIAL . . . •":: E „ . Completed building application (iFene: for each structure) AitsieSSOr':.koCcitint Numb�r • •••• ••• • :. .• • .•••• . . • TWd(2):Sets:Of WorkingidraWingri,..which inc .. . ... •••••• ••••••••••• • ••••••••• ••••• • ••••:.:••••. •.•••.• •••••..- -••••• • •• ••••••••••• • Site p ••••••.• •••••.• ... • • • • Foundation plan • • ... . Roof plan ..... • Building elevations (all views) • Building cross section .••••:•:•,- • • • ...: • • NOTE If any to be done pro1de utLilly permit application and plans must be submftted . . . . • . , PROJECT: It ;%,► PERMIT NO. , „/ SITE ADDRESS: I 0 iMMITAM11101951 DATE CALLED: —" 7 —" q - TYPE OF INSPECTION: drgNEMIIMNIMIIIIIIIIIII DATE WANTED: — — q E� REQUESTER: , ����—. PHONE NO.: ( EC/— . SPECIAL INSTRUCTIONS: e: 3 D INSPECTION RESULTS /COMMENTS: d,(p 'S , ‘c jii,At.A . , e INSPECTOR: : (.. )2...__ -- DATE: 6 - (2- / �B y3 K'rti!ti .w�4Y3i75 3a tr!:a^. tat ik1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 O"tlJ.asw.F"111 • raw .+ , m.. , ., +,.w'�...n.ro.M1ws.:h.::+ Lre:r�t9�M>. ?.1. ............. INSPECTIO&RECORir 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 June 10, 1991 Gentlemen: Very truly yours, John Walser Dave Wyrick j ETRD Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. Seattle, WA 98104 -1598 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 South Base Weld Shop and Mezzanine Metro Contract T/M 57 -90 Report for Permit #6329 the above contract % Smit Construction Inspector 684 -2225 This letter is to confirm the completion of work on the above construction project. The new mechanical supports new anchors, stairways and related equipment used on this contract were installed as designed and approved by the City of Tukwila Building official. The following onsite special inspections were to observe the installation of the 4" CMU wall as shown on the approved drawing S102, Section I. All materials and construction methods used in this work did comply with the requirements of the uniform building code of 1988 edition and the approved drawings and permit #6329. CAF T c.a olv∎L.A G 1`�`► . rig - - Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98104 -1598 June 10, 1991 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 South Base Weld Shop and Mezzanine Metro Contract T/M 57 -90 Report for Permit #6329 the above contract Gentlemen: This letter is to confirm the completion of work on the above construction project. The new mechanical supports new anchors, stairways and related equipment used on this contract were installed as designed and approved by the City of Tukwila Building official. The following onsite special inspections were to observe the installation of the 4" CMU wall as shown on the approved drawing S102, Section I. All materials and construction methods used in this work did comply with the requirements of the uniform building code of 1988 edition and the approved drawings and permit #6329. Very truly yours, Ron Smit Sr. Construction Inspector Ph: 684 -2225 cc: John Walser Dave Wyrick *METRO Contract No. ` 4.51 "f Date X13 1, 7f9/ Contract Title . ' Ajet S�p� ''�2'.�bt / /iC.� P age f of Contractor / L ei 4 Weather ,' Ley Construction Activities Performed (Reference Construction Activities to Construction Schedule): svC .s,vevo 4.144 _ 44/S7S' L t - Dr*/ri P`-0 - 7 - "V wit s sus r ,r,oit) 4.407 C4r ftr . s _ / f it maw o i.e1c4.a/ rA 'r' 7 A/% .. 4, if f' S r oP AtideG4VaAJ v✓ cti+c- 972..r c / cut) r<72F vv0" fit- a/2ird9C- T.�J�r !o0 - live tits riA,L arm∎E fTS Ai trfe N.C. -rap edAdtie Atr 7 GJrsir 4a/ ,yI v5 i '' k!d t.f A/.rr AI,? o4 APDi 9*dt /.IG- at , 1 g ' ai4G',0 wA4 rte- v -rte" m4/6 4ra r .P46 ✓ Fes- &glee 9 1 TVO ot-1 1 s /LF/ e ' 77/0 Eo�S iVaa4ion/ Ar p *'is Strom ,644 S/i Q L✓/1.4 - A71.0 So& /si err" Arroto ✓'J c '71F" o/ s oot. 444.0- "'awe- rife Age Sc,ir2site _ t'.iZ+• ,Ao G�4 /LV✓ gem- Sub* /4ftr - rbfit o..ro -sasT>auol. t-/M• f; Ai oKekoo) • Materials & Equipment installed: Construction Schedule Achieved (Include Impact & Slippage): 77,--• tied age, ,y /c9d J - f y e 7Wc bvc'e.) S D 70 SG Carr Do / ;Ica Personnel Accidents (Details): Problems Encountered & Resolutions: Tests Conducted: Work Rejected: .I1( lector's Daily Construction lc .ort ,3Y Lio Go Time Work Started Time Work Stopped Instructions Given to Contractor & Changes Initiated: iwotogie. mow, T ab „mir SA,/ ra f yyvc a . rate Srioiwj4' w6sr /4.IL i✓! Ae,ggeD 7d 1k4u0-oar Tare. .1«4 Wohes rt'o ' o u r / tf. 1 A ",/jh'Z. -. 0276 (Rev. 10/8e) Please Complete Reverse Side Of This Report `j•rETRO I( lector's Daily Construction F ,ort Contract No. 77/44.5 7 -90 Date 1'00 7 9 99/ Contract Title So / Sea 4/0 .r# /%1?�� ',,i4 Page / of Contractor /P/ �o�tT Weather J *' L- Construction Activities Performed (Reference Construction Activities to Construction Schedule): - -rr r.4�rH,vc 5#, ,3106 Ste' Jt4 /o / Amp rife A9ooa1' . Go -AevAl aio .}lac. "'eyed . Vic. ,6;,v s • ti NUM &4N0d7 ri £ re,Lie. a jQ1rG/<`P 3069M I*0 !ST, rile' I26i /G"►" r2." raw 4 4A- - 1le1Jgovvr ?e /Abu_ 36- i(v c.A Abii.4sria re Pa- 71f-6 011201P1 t/i J L i d ) Loin/Az/VC., _RRA1cfr SNa/ - 1 or WGSrta dr 01C-nvT lien) •t'•'S 3*'dP TO L.oe.A, •I.c Kok Dwri rWe.G 44,40D i) /N Ta 11070C' i IJz.iP gorlooP Me !golf_ Se>wp Materials & Equipment Installed: Personnel Accidents (Details): Problems Encountered & Resolutions: Tests Conducted: Work Rejected: 0276 (Rev. 10/66) 0 -s dr "414041 ,f ,c- rAV°r''G_ 11 AV I A. c. yew .3e 0 -.• i A. Fir.: AT rite b S A 1. Construction Schedule Achieved (Include Impact & Slippage): • i TM� Nc� Pkwir .r uso'.Ks.;1 Please Complete Reveres Side Of This Report Time Work Started Time Work Stopped Day 36' vi= !e0 instructions Given to Contractor & Changes Initiated: jp Tile p /A / rite 4 , 60c40 .„ 4 „ 4 61. rive Td P, r uN&t ,e ''lift +Sic csr:AA, t o St dorr •fo .blr'f 7Vc= i A/woirdiGa ff ovd4 "Ewe SA .. r' • 0 S 2:METRO Contract No. 7704 5 9 Date 2- - J /'f/ Contract Title rCO / ►set /. ) rA 7 P /l/ Z / P age / of Contractor ��� esig." Weather t"u CAdW.1PJy Construction Activities Performed (Reference Construction Activities to Construction Schedule): rj/LZ ' s-A A.e'• em444 L.✓.E14_ c 4,, - 7.4 -7700- ti" s .tr 2 'S" C.G'. mros2o -e? .fvri- -i .gr * cvs/ p/ .47✓O S w.+ot # ice eods 007/0-/, eutst R.eso .r'.0«rr y ra, NorvFy rri617to A2idre- rr .may tiv AvJ' zeAttocr4ve, X- .4450 /d v viep'p ,t Cy .s eye' yapcsr7on! R..G • faoebij 427,t4r-sc:�vtrfr2Vg is ..v £ire=' rf%✓a of«1ieW7 2.0 At y s6rTi,v 1 . JASCr 7 Ad elk, srvs%g- r v2 �ii►vA i1# , '.'V Z*a iiaZKe v L.. T104}; /t'Z4sv4/e7 a..../7'Aritr reset. .d 44 .t�9' j6 Aeeta✓.t/ Y+, 144444-- l?a, ,st 4.Y.e .r<aKJ .H' ri e r 4440t.1 $441 Materials & Equipment installed: Construction Schedule Achieved (Include Impact & Slippage): Personnel Accidents (Details): Problems Encountered & Resolutions: Tests Conducted: Work Rejected: 0270 (Roy. 10e0) I( ?ector's Daily Construction ( port eD Please Complete Reverse Side Of This Report • Time Work Started Time Work Stopped $/ogg.JA''i Mtd AA," 007/0 -Z,03 Arnivi7onl Instructions Given to Contractor & Changes Initiated: 404 _ 44 ,-- a ‘.440,42,1;/ 4. // die v :;;•mETRo Contract No. -tip Contract Title r"�•; Contractor Weather 1 t /IC/ 7 / L)/2/0.7?‹.- Construction Activities Performed (Reference Construction Activities to Construction Schedule): - .Gt,2-,. f /.,, t-ee //47.6.4 // , Z Z6'7 a.?`' -t 4 / -'L/Z ,ca 4 el- / � / , L - / /tel(/U. i )4-L--e-- / t - t - e /L?A. (i�iv.5. C. 2c .t��1G r lwGjA - � 44— 4irL L4. .GO /.a• -r` _e-e � ,e •.L: G1--e d"-�'!• -e .. �. ..4.C...: 44. -141-t- Ajt..dart -i,"74 1 `- 7 Z. -j c> - ee r-•a.••• f .e --e-u Gk. ...,z.(-4, /,vd...21-/. � -'6 ,,,. /� i 5' xtf 0.4- • -.,-`f ziti _4 F -r p '2 ? A! G ,- •4. mow#? 77-'1 .47/00-4 e• o rsr�lrs r1E2f7 TairJ .Q J 5e • awe= TYC /A/ ,r Tacr 4-- /1V, bu,..r .44.Jn mint (rite Atoe-[ Y ,sw . — 0116 jfG r eszes crr -fL5d 8 S D 7' c4. -Cre-41 5 4.40C# 7 P••Of'e i . ;0 er 74 r f s4'- v ,4/t/45" Materials & Equipment installed: e �T / T,,- 016- Aissie - wt•✓F /1sM ;4 4000 ► .1h - Ad E btf Rx d r . Toe ice Construction Schedule Achieved (Include Impact & Slippage): Personnel Accidents (Details): Problems Encountered & Resolutions: Tests Conducted: Work Rejected: Instructions. Given to Contractor & Changes Initiated: 0276 (Piv. tome) Ir,' ector's Daily Construction I( )ort Please Complete Reverse Side Of This Report Date f a" / 3 /1___C/ Page Z- of Time Work Started • Time Work Stopped •sue T ..J 4d ddiet4 14d4GG- ,9r" *METRO I/ ector's Daily Construction i( ?ort Contract No. 77,- Date Xr�.r2i3O., /0" if& Contract Title S' ,I _ 4v,,ci� Page of Contractor Weather G'< cx /n% Construction Activities Performed (Reference Construction Activities to Construction Schedule): f; ;e'er ,errc.N) /i i fc%? <<. %.Tc`r� l`IfG� /VDT G:' '7 1c .41, 41 /)c -'sr l cwI / v • i!.. /0 ' ;7:77-'.. 4,1<e c_ s , G t l C c / f 12-. �' ! + l 1 � 1 ` / / 4 1 . 4 - i " ' i C . 2 e — ' s i e e < e r % 4 1 e dm/ 1% .. " - 7 S/fl'/ rt7 - T7.lE �yCG0' t ,4.v:7 /ecZ 47 S'T.!'4/''S" TD'S fit 4p ii 6T/.55 rt. 4 �/ •/ :�. — i%yG = r /efec'`4 /n✓ / / •G tr- ALr rC..h Vii 47./'r/✓4✓0 :I- /5 .Gcrae /,U.>" 7 -2-,r" n : 2,7 )IiC tvef2-!J _irk .._ /L! SC�l.L:�. ?fir < - /S Met/ ./ !�' A/4 / e-- „IWO c.c.. • i - Sc cr SS 1 . G ° ie=l/il. /r, � ' ✓A Tc'fG'` ,Q{r-coiS :, c-eci .a -►+�Z� i'^ — s�ft /C!�. /_'f0 c 5: J � C 0/.1 S ,' 4l -�! c)iv " 2 7 / .24°1 ' 1 • Materials & Equipment Installed: ? G{itt' � i u %VDeMJ /l ,/'c;ir' 6.9e .v:eNi'✓!G'c !•�- rril.4: //l/ /. �i ✓4 .".•�i /� / /.'�S Construction Schedule Achieved (Include Impact & Slippage): �.,c ��_y4�/�,c r /•'cv.s� =.7 7" LC . / /2€ TeX . C%e[1/;.1 ,Z/V'C[C =% C'��N i /ri:1�. /!t'1 ) .4 �=- •Gili��.cc�. ,{� e`.SY - CjGi Personnel Accidents (Details): Problems Encountered & Resolutions: _ Tests Conducted: ; r ; 4'- — ',- t- s Work Rejected: Instructions Given to Contractor & Changes initiated: 0276 (Rev. 10/66) i Please Complete Reverse Side Of This Report Time Work Started Time Work Stopped '/e/ /I 60 � 6 i/t.• ?U 3" :: : G ri>L=�sYi� -GCcrr i)/tecn .'-.Iii) S C : Suc.= S . /fi.i l.- t/'= CL %Ai i MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. h /2 g-- 2- —/ 74 3r�0 z1 A 27. • A s r. 31 2.-/s -' f 2.--2...z.... 7 /4 � /07507:7 //95,00 3' © ____c. H 2 2 0 li .d 2 3/ / ,// 2 a i y 2 5 00 so 3 O .27, 30 3-- s•_,,/ 2$' /H9S00 52S'o ICI £r- F1'2S . EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 MAILING ADDRESS mfr 5d, 0 . • 1,41,'( NU MBER RD. LOCATION /// PROJECT u v: U./ ., ATTENTION: PACIFIC TESTIN lw COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTION TEMP. & ! t 9 ? CAST .4. — '7( WEATHER leLn TYPE OF CEMENT TRUCK f -I TICKET # SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC ? POUR LOCATION AND NOTES Certified Report by Pacific Testing Laboratories CH Ie•7 CE C'SEyGG. 1ja� ADMIX PROPORTIONS Lbs, ❑Sacks /Cu. Yd. os. ❑ In. Mak• FIN G, bs. _ ❑Per Sack (Not Certified by P. T. L b) MIXING PLANT _s/7 zese Ails" SLUMP ins SUPER PLASTICIZED SLUMP MIX PROPORTIONS VERIFIED BY BATCHING SUPE ISION? AIR • REF' NUMBER CR 5 7 0 0 PREVIOUS RPT. NO J .... R E PORT BY . ' CAST BY RE C 4� DATE PERMIT CERTIF NUMBER NUMB ARCHITECT ENGINEER CONTRACTOR ASTM TEST ME DESIGN , THHO , b 460 DESIGN STRENGTH fc C/ 31 �7Y TYPE t ` 5 I'e r -t e €71 / 5 /3 _ °i° QUANTITY Cu cs4 MIX # DATE SAMPLE RECEIVED �'- 9- WORK CONFORMS YES,Z "This report Is proviced for the ettamat on of the cient any. The roproduobon of this report by any method and Us lrsnam ":ul by wry means to a thus party wilnoal the written parmesan on off Pact l.ahoralor:as a prohibiter. 'Tnia Ca ", lication attests to the acc.rracy of tre meu:s obla'nee 'rem :re aor.a tee: pa''orr•ad andlor observa:tona rta:o wither tha estireo scope of :h• work CefUhCal an she I not be construe: to aspersion. approve. or acceptance a! other aasoaated worn o' a warranr o' dsspr o• war+ao'ity o' Ile spec hca:on rsqurrsments' TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922.1512 o 1 - ; - 5 . ICAT) f — / L ER — //62. , • CITY OF TUKWILA Dept. e: of Community Development - Building DMslon AddlikkA INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PERMIT NO. to 3Z1 PROJECT: 01 e 1 11-c) SITE ADDRESS: S. 0 0E72.. 64..s6 DATE CALLED: TYPE OF INSPECTION: R N DATE WANTED: 6— . ci t a SPECIAL INSTRUCTIONS: ►r. REQUESTER: N) PHONE NO.: 0 $ (" Z226 INSPECTION RESULTS /COMMENTS: INSPECTOR: ( L-- nAve. /n -- cf, 41 CITY OF TUKWILA Dept. e: of Community Development - Building DMslon AddlikkA INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ) es1-3-- N_- c . .5 ra o e M E-?4 NI 11,j. PERMIT NO. SITE ADDRESS: DATE CALLED: TYPE OF INSPECTION: DATE WANTED: 111.M. D.M. SPECIAL INSTRUCTIONS: ry/Ear- L.5 4 I acc rsi . OffM'S 4 WA. a' REQUESTER: 1 PHONE NO.: ,g. % t .isPic unt- INSPECTION RESULTS/COMMENTS: AS y./ t-STri 1714 tP Stii- En/E ,Do jr /4/4■As TV I-001c- A—T 71.1E71R— e 0 n) 2 rt..._ k 0-2 (to , • ..- . CI r... n)5* , ‘, fryso P e q 744C4—of '1.e oler> lc, 4 (?E 3 ) 1 3 1 ei f Gz INSPECTOR: DATE: 01. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION ECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 aJWrrtvfawt1035.x't!+t1010,W.'M CAAK Er- 19A.,cm,,, HONECALL) ONED,'. OF PHONE imps GE AREA CO NUMBER EXTENSION 19.ETU1RNE �XQU� call: P,L5A6EGALL IL cALL' AM TO EE;YOfJ WANTS';TQ' FORM 4003 MEMO OF TELECON BETWEEN DUANE GRIFFIN & RON SMITH OF METRO DATE: 2/13 -91 TIME: 10:15 CALLERS PHONE #: 684 -2225 MR SMITH CALLED TO SAY THE BUILDING INSPECTOR HAD TOLD HIM THAT METRO WAS REQUIRED TO CALL THE CITY FOR INSPECTIONS EVEN IF THEY DID HAVE SPECIAL INSPECTORS AND THEIR OWN INSPECTORS ON SITE. HE SAID THAT THEY HAD PLACED CONCRETE FOR A MEZZANINE PAD AND ALSO HAD CONSTRUCTED A SMALL WALL ON PERMIT #6329, BUT HAD NOT CALLED US BECAUSE THEY DIDN'T KNOW THEY WERE SUPPOSED TO. HE SAID HE HAD TALKED TO HIS SUPERVISOR SINCE HIS DISCUSSION WITH GARY AND FOUND OUT THAT THE INSPECTION CARD HAD NOT BEEN SENT TO THE JOB SITE BY THEIR OFFICE PEOPLE - SO THEY HADN'T SEEN THE INSPECTION CARD. MR SMITH .SAID THEY HAD THE INSPECTION RECORDS FROM BOTH THE TESTING LAB AND THEIR INSPECTORS FOR THE CONCRETE PLACEMENT, AND WILL PROVIDE THEM TO THE CITY.• HE NOW WANTS TO KNOW WHAT WE'LL REQUIRE TO GET.A FINAL ON THE WALL THEY BUILT. I TOLD HIM I WOULD HAVE TO TALK TO GARY AND WILL GET BACK WITH HIM: I TALKED TO GARY AND THEN CALLED MR SMITH AND TOLD HIM TO SCHEDULE A FINAL INSPECTION WHEN THEY'RE READY, AND HAVE COPIES OF. ALL INSPECTION REPORTS FROM BOTH METRO AND THE TESTING LAB AVAILABLE FOR THE INSPECTOR TO REVIEW. AT THE TIME OF THE FINAL INSPECTION.. I ALSO TOLD HIM THE INSPECTOR WOULD MAKE A DECISION IN THE FIELD AS TO WHAT HE WOULD REQUIRE TO SIGN OFF THE WALL THAT WAS COVERED WITHOUT CALLING US FOR AN INSPECTION. lz t,4:1•:,.fi.:.'..!::.:..''. Permit No (Q'72-9 Die f_kv . ( 8t{ • z ta Date LI /6 f I CORRECTION NOTICE The following items are found to be in violation of Ordinance titiocik •i c- and shall be corrected. r),( A F1 N1Yc -- 11.1 S P c:1 7 Fb ► l a� �s ► �C� / 7tyn_S Y►1 i.1.ST of ►n PL r 7k. 9 1) et Ft-c ,,/fie Nrf"c J S 1 O-L' I I E! x` 9. rz� I2 M Sky, r rr-I t T.Le f N se. rn u,S j p 1� a v 1 D.� !? ce, Or- 1-4 S CsLL'A- -t r=+t. f TV I N SP .:i , /►.SCE , A "JO' R c, Cr" r , V O" G. rn P L C' G A--PA , SC, c C cc a F Tvoc.w LA 3 Zj2 7 V A 6/ ht `e c d 4 e1 +J \Cllr_ ' )Z-*n I T • S fRt} v DE A P?iLtsv&O . Ot t.s1 r 6S WO etaI^ 1T h I ■1 U, OE Wes-o :at4c1P 1�V7,- 1.1,rim e_ ' Li IJ — L J■0C G 16JFLOI►)C -.1 IS S V.C(4 wt L D S CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 Signed Job Address I Z I 01) 1 g Cr &C vta 0 e -60-0E /-e - te , J FOR—. 'Tv c. /Lis1L Ftctort.- ' An)9 L,tt?)C,'b L-- A /06t. C BO IL .seACIn blt /- Ft r2.E To i' Pcmo R..• tepie-rx..4-1-1.0 3 Building Official /Inspector / f cam . (,1 Z- TTi►'EV"11r1i7"11 ► V I VI C11111.../1 I V, C1ttJlltwIu - - QtIU CGttUU. S A N / L L 7,e 1_ r "- ' EYL chi. 3 3 P. - 14 t-4)-6 (—t rz< DA PEW_ (Oa \.Q& 'C2 --- 14G: (n rVI C-- 5 - . / M . 1 F IIZC 0/}yn'Et v4 ST i1. Ei7 i �� T O %,/��'t;lCfiL- �uCT� f{/ZC �►(L USE I Po. , i T i. o , �►1r1CI S'r (fi 0 A?TAc Cre1 1,4 1\16'1 Cti R-+ 0 r" -- YL- t 11'1 � W 1 ►Z •EcTc 1 611C N m ► + v rL /E'74.- c6 c E: OS S L.s e Gam. tom; -(C Ott.- c.c. D CJ, c r' c € t_ I n1 A.T. t=.p n -- 1 E —IJ Li r, tvT F tx:rt.\ it. - r.e`t t_1IJG (re-, 0 . ors—x-7 1'10 � l' � � If 3�t , (2C—r' c C c : .i A-rli PENS . 4)h L.sS FOIL- v :.; " 1 - t a..k,4 Mt' . F / S T10 C, (Do w 1.► 1r4 A-rJ V-a- cOtt I t_•L - L . f, Al - W �"‘ ■`='2.. I S n1 i � C%Ak. A - c frrt b"ti I U P F - d r2 - AN19 64 - 0 - I•I COOv rr H NHSr" - Signed u ildinn CNliclal /Insneeter PROJECT: / t IT h 3. h tc, 4Lt1 4Q- £ lt a p PERMIT NO. 6 SITE ADDRESS: /�-I /)() � R op /f A / R 1/-- DATE CALLED: � 9 TYPE OF INSPECTION: F - L1iAi / DATE WANTED: "T - - q/ , SPECIAL INSTRUCTION ' REQUESTER: 7 57't. `l a.. m . PHONE NO.: -,2 (7 INSPECTION RESULTS - • 9 <uw. - — 4613 Sp-nalt vivra h N 0 £+tc1vi - I LE — Fir ,5 qr ZS 1gF A mac_ T kt S o cc 11-. 1 vcQ NTH N r.)S weYL . t Z lam - 14 E 3 Mo - 9 (n/ Ai ca,u- w - a - w\ c c=zvr1.` p A-e eyLvsc117-14._ . Tl? N A t46 C'wG K . S 1 m e . t d-c,e ►J r4-c� c .. .1z;0 N (S G.ANA2,.S. A ! L E - , t) 12c 1 rJ F.. e. nl C. ON t_1 w i i A �1'�T64 t r\ C) t r i w e i ■ ( o I-7u)4; a rc- 1rn � - , 3-0 1.4 �(. 1 INSPECTOR: < DATE: - a-0- 9 Addl INSPECTION RECORD CRY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: A0 6. 0 /2",a., . PERMIT NO. , 50 e'_ SITE ADDRESS: 02 / 0 ,E ,t4Q v t DATE CALLED: 4- 3/ • 9/ TYPE OF INSPECTION: „. U DATE WANTED: o 6= 7/ D .M . SPECIAL INSTRUCTIONS: t 6' C/ Q i,c-c. Qdd 1p w/ REQUESTER: • ) A/2 . Z _ /7. 00 _ PHONE NO.: / — 4 2,9o 9 -6 -- INSPE ION RESULTS /COMMENTS: 1 A-(,- - e"z --r n_,..cr„t -aC . ....�e� c.re-t -i_o_ _A-t-� •-- .�r-o 1Z DATE: ts 9 / -' ' INSPECTOR: �- `-- .77,72.-- esrerxr, xto ts^.,zn:u,m�:�t:•,e+n:rvsw.,� .,,.4 � ,.�,.w.,..a;•,,.,.�......,..,. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 l INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Cpl 1 G fl-YD : s c,g=KJ 4 -(01M S 141 ;, C01 14,1T vtP aFF -: 02•0, w✓�-u, - x1,Nc� C-, io : et��': �+ 1�i: S: 5f5'S�Ri ^nvr e.��...,.,..�.....:. ,�.,.... IS(*. 7 02447+ 4.41 umn `ttt10 PS-A I t tivO4..- Frio SR SNse. :' itI93Ck1 'lwkm5aitmvu +;fe A rai.+ p�,+ xxawYfrorawv+ tws�w+.+ r' 5. w......... v...,...,,,,. ..,......w..r+...w;v.:aawra:arcw c st{ • za' -I Permit No. (' '2-9 Date CITY OF TUKWILA Building Division 6200 Soul hcenter Blvd. Tukwila, WA 98188 433 -1845 Signed Job Address I' ZI dU CORRECTION NOTICE The following items are found to be in violation of Ordinance woc/aric- and shall be corrected. fc>R A F , 714E' A LL w Us ►n t'c.. - '?0 i) etrz pct GI .Jvt /5 /tc .r,•i cam. 2) / .S ri t TAI / 171 rm,Zb / N 8e. Yh LcSr ,f-a v o• 0- c,tt_ m t-rJ - ni-r n1 oP l^! ( Pu 4Tta N 4 TIQ . t>v S ?I /' +-dNMI , t71-0 WC/ 1 A nM rOG 3) Pub VI- D E C-6 rn P c E 5' i� u i C, r°o rc� , cb #4-eriE w a-lc_ 2e) NA. o Got- Pl r,tcT ire Vt DE A D , N)63 p Nip p n- 1 iT n F1 s,TE-, we.rJ' StA d P Vv1 c-iz Ls e/efil vt,t9 /Lc— /,s -c.b POP-- 7 GL_G -. Ft v._ ►UO C...Cpc;FrL- ArJ (..E &oU ,SPA CI , Building Official /Inspector f of-1 Permit No. (-A.? Date 1 3 l4 CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433.1845 LI l 5/9 I Job Address -12 / a l 0 Wit CORRECTION NOTICE The following items are found to be in violation of Ordinance ue` c- and shall be corrected. k - E 7 Y (-coo ■J t . . , - T A I S A / ( - 1 . (t Esc r i PEyL cla. 3.3 0 I �s c U ri LA- l5C1:- r , rk .,()AN-r. P E:'z .000.2 g Pam TOE (n rn L3Tr- , / Ft rt-c. 0M P .4 ST e-t -txro .J rvro Ub�2.-, t ceri-- /14-c P3 a-- (ANS I ) c4 PQ &-tTL3 Otir Iii0,1- 261.11w-L 20`1'c CAC po S yn A-CA Nrv� t a P A?TacW C 7 Li C� R-t d t'il't t.rr,a'TZs Wl 1Z S '1 e" YY1vy 6%g— G.esdtv'. s ukS e - c - 1■09 C� �L-' i tCt�t Cz i. D U..t - r OFF c7 r— - T 1 LE • ` -lo Li r Kr oa 2 0 .. a-sw t o E . t - / S 1 1• d3 -ca v.J U 1^t ANY 1n1 1.m 1 a, is I W t Mp'i A .0 PI BV B TU P61 --F-b tz-►'► v c of ►Ak -.Ds A r\ro ,figs .D. i ., t Claw as \ N -- (-. Signed --- uilding Official /Inspector // Auttped ,ignature FINALAPP.FRM City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Project Name / ��`?�� Address Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection / ,/ Suite # Approved without correction notice Approved with correction notice issued ? " / . ��' 9/ Date Gary L. VanDusen, Mayor Control No. Permit No. ot- cv„,atr c57 Pr6' fLirvi 5t.'1.9 r -oteyo K- Wit. C.c�D G.�r�z J (-'1 S , P ctbV.O ,t :METRO „ Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98104 -1598 May 17, 1991 Mr. Gary Shank Tukwila Department of Construction and Land Use 6300 South Center Boulevard Tukwila, Washington 98188 South Base Weld Shop and Mezzanines Permit No. 6329 Arms No. C70158; Task No. W34 Since e ' yours, q ohn K. Walser AIA, CCS 3W: ae /risk L y . (p3z7 10- 02.231 W34 In response to your request during final inspection, Iam providing the following information 1. The changes in the mezzanine slab thickness from 4 -1/2 inches to 6 inches and the increase in the spacing of the anchor bolts from 24 inches to 18 inches on center were authorized by the structural engineer, Ron Roberts, and myself as architect. This change was made to strengthen the load bearing capabilities of the mezzanine to establish a "conservative" design capacity of 200 lbs. per square foot previously indicated in the design calculations. 2. The 6 -inch masonry partitions enclosing the new weld shop are non load - bearing partitions. Metro's site inspections verified that the reinforcing and materials were in accordance with the Contract Documents. Since these two partitions were not load- bearing walls they did not receive "special" masonry inspection. If this information does not adequately address your concerns regarding the building permit for this project, please give me a call at 684 -1304. CERTIFICATE OF REGISTRATION TO PERFORM SPECIAL INSPECTIONS IN TI IE CITY OF SEA'I'I'LE Expiration Date: January I, 1992 Issued by: Department of Construction And Land Use Insp. Agency: Metro Certificate No. S368 Ron J. Smith 816 33rd Ave S Seattle, WA 98144 has satisfactorily demonstrated to the Director, in accordance with the provisions of Sec. 306 of the Seattle Building Code, ability to inspect the following type(s) of construction: Reinforced Concrete Dennis J. McLerran by: ! i" Director This certificate is issued for special inspections performed within the City of Seattle ONLY, is valid for one year, and may be revoked at any time for failure to perform the duties of a Registered Special Inspector. inspector's Signature 04/05/91 14:39 FAX 206 431 3665 . 172) : C.) IQ gA,a COA 8t • Z2F'9 cLor6 TU} Pi.1B WORKS r. The following items are found to be in violation of Ordinance Signed S YY1, 1 r A (:' W1 CITY OF TUKWILA Building Division 6200 Soul hcenter Blvd. Tukwila, WA 98188 433-1845 Permit No. Date `r l a f i I Job Address CORRECTION NOTICE ,c. ii 0 0 1 Ct l C?. c:. 1/4. i1 ( Tv\ 1<.,,.;, to -1 31 •- 3 (o 7 0 and shall be corrected. ie..).OU. A_ - F W rt - r t.l _'s , - ' r �� �= -n o� ��11 n / I 'Yn � K't 1 - 1 - ' d'< <-6)-n et- e 2-) 12- ^) 7 , /7? c r k l r N r. r)t 4. 1 P,c a ✓, Ds Ante c.4t d•1 ! S 0_14-4_4 pr[.+T .., p I N S Q r_ 2=. � i ..1 C • 9 f3 C3 L. 11 N (,4.• Sk V O f _ 111 P l.�j � ( � J 1.41 # . - . ( ? €-9 Y'...- C. n� C vL- tr -r'. _ W-0(1-44 0 • 0 E vow() , og.6. ∎ P:b S A /.�o Pia,.. ►r n r,1 l "._J,ch, ��.. e e. �� e ckf I/44 6n d . 4€ 3 - t 14 Ed ft.._ ' j ' M e c 4C 8 Fl ova_ I- j A nl 0 L.. ; -- A !J L L E *ed LI .5PA C I r. {� �' �� a• P �' . teweix 4-nzs IQ Building Official /Inspector ,Tc cnrvAr a ` f cz vr. �v�cv. k.eY c.1< -1 tJC s~ n Lr� -i ►i t ri / (-Le---6,1a- P c PAY - c N. 3.3 q c C_ E1-- F ro-E �)/1Y� P�.�Z. J ^. r !?I (L. i'r14 (� rn C_ $ G , / cat'!(, . `r` /f' -W e4h,eGXS. F I +, V ` 5 1, '?T /1 t EN, r rs, 0v. ( 1'°:, A /Z-c f r (,&SAC I n) ' 111 A -11-1-1 c4 . ( t i I t� r., ` f�7rt l•* n rL CU. t- , ri.c.?''t." I$ J974 S r► ice SM -0P E'6 54-x (T�l,r 9 . G j A7'1 C.A r'l�lr` 1Li tJ t! ,.,c �L I,J\ n•rx -r ` � e- n • L,4 rvl E�r�e, - p� C �'1 SAP Y, c L I n► C� �fLt n -t1 LE . 441 t+ lA T t',. , lL€ - r - f.!1 C. c7 I-11N S 04- P RrpV \ . ( ' 1. '- v• et-CI t =3 I L.L.•r_ Ate-- W - O � - -. t S rf t� i ['� k Pr't.,. el, MG eE1' d 12.w. S tArAA "E LO S A N"P fro$ 3 -D- ! • t d'i Nzr'S ,'J Sr k'-.- 4 1.4 (i , K - /'? 4 / W.444 Signed uildlne 0II1e121 /1n.enefer • xact address for shut - or restoration ap REVISIONS MK A A DA I E WITHOUT COMMENTS. El AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto h ve been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to those dra :v.'ings after this date will void this acca :tan'.e ur d will require a resubr:littGl o rovi;,•ei drawings. Final acceptance is subject to field - inspection by a representative of this dep:•rtment DATE: /1..g B Y : ..5. /.. CITY OF TUKWILA 575 -440 BY � J A ', w f � IL , 4 hCCEP E FtliPii)rPrinf g .• 7 1990 • PROJECT NAME METRO WELD 5I-I0P 4 MEZZANINE cOO RAC r - r/ M 57.90 12.100 e. MARGINAL. WAY S. TUKWILA WA. '' WORMALD FIRE SYSTEMS A V E . TA CO MA, WA. 99424- DESIGNER DATE PAUL DOZE I I - 7 - 9D 922 C.G. 44- JOB NUMBER 041 -I3i 71V-OI -A9 0� FILE ECIEOVED MAR 1 4 1991 SOUTH SATELLITE CONSTRUCTION GRINNELL FIRE PROTECTION ( p SYSTEMS CO.. INC. 9 'e , 208. 228 -4610 1 .44 Vic E•INsA TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. 912 and e down 0 0 I Ipll00gipal U S KiN IIIIIIIIIIInIIIIIaIlpllmOIIIHII 11111 ® IIIIIlllIIiIIIIIIIIIIIIIIllIIIIIIIII IIIIIIIIIIIiIIIIIiIiiill STANDARD CONSTRUCTION FRAME: 4 7/8" Max. x 20 ga. galvan- ized steel channel. BLADES: Curtain type 24 ga. galvan- ized steel. ENCLOSURE: 20 ga. galvanized steel. FINISH: Mill Galvanized ASTM Stand- ard A525 G60. FUSIBLE LINK: UL listed. 212 °F standard. 165° available at no addi- tional cost. MOUNTING: Vertical or horizontal. FIRE RATING: 11/2 hour UL fire damper label per UL Standard 555. The IBD2 style B design places dam- per curtain (blade package) out of air- stream, resulting in a high - free -area fire damper. Application should be considered for systems requiring mini- mum pressure drop. Model IBD21 recommended where positive closure at higher velocities is a requirement, VARIATIONS 1. Factory furnished sleeves and mounting angles. Sleeves of length required by the application are available In 10 through 20 gage steel. 2. The IBD2 is available in 304 stain- less steel construction with UL label. CURTAIN TYPE INTERLOCKING BLADE FiRE DAMPER IBD2 STYLE B VERTICAL MOUNT HORIZONTAL MOUNT Style B will be furnished approx. 1 /4" less than given duct dims. /A/ B is w..w.dZ .zeiG.+4 QUANTITY SIZE JOB 7,7Giro fhof' CONTRACTOR 4 j 'es v RUSKIN Mfg. Co. FUSIBLE MOUNTING LINK H TEMPERATURE HORIZONTAL VERTICAL LOCATION P. O. Box 129 Grandview, Mo. 64030 amca L MINIM FEATURES Meets all UL and NFPA requirements for PRIMARY FIRE DAMPERS. Ap- proved for use where ducts penetrate partitions with fire resistance ratings of two hours. Gravity operated for Vertical Installa- tion. With closure springs and latches ---- fo rrizontal installation. © RUSKIN MFG. CO. 1982 MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH — PS.I. CHECKED . _ LBS. _ . ._.. 1 .tvisl 1 i t1 . i i /025OD .C.1 2-- tg --li 0.... . 2_z_.,- 7 7 3 'is 00 ....... .... ___ .......... _........__ ..._.. ?--- i -‘71 ____..... . . . _ - ''V• ‘ ° _ MAILING ADDRESS PROJECT LOCATION 0 4/0 5/91 1.6: 2 8 EreA EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 le/0 ATTENTION': CEM T PROPORTIONS Lbs OSacks/Cu. Yd. (Not Codified by P. T. L b) TYPE OF CEMENT — SLUMP ins SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? —_ POUR LOCATION AND NOTES: 41-4e.e&A_- Certified Report by Pacific Testing Laboratories Ci 1113-2 FAX 282 0 7 .10 Ih 14 :3 PACIFIC TESTIN FINE Gai a. In MKT .bs. tN. COMPRESSION TEST RESULTS PACIFIC TESTING 411002/00 2 PORT NUMBER CR 5 7 0 0 8 PREVIOUS APT. NO ) REPORI" REVIEW By DATE PERMIT CERTIFICATfrg, NUMBER ____ _ NUMBER __711.0.2a_7_1120 ARCHITECT ENGINEER CONTRACTOR _._____.___ •••■•■••111111=1■011111 TEST EQUIPMENT ID NOS. AND DESCRIPTION . r‘Crir...y • ,k4414... WSZ.3 ASTM TEST METHOD NO. WEATHER TEMP. & y„ # DATE CAST PLANT STRENGTH lc MIXING DESIGN . L. ADMIX Per Sack El Por TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922-1512 SAMPLE , e4{1 AIR QUANTITY - Cu. Yc. TRUCK . TICKET # SUPER PLASTICIZED SLUMP ... MIX 1 C5 1 Ai . MIX VERIFIED E MU _______Aa:?____________ RECEIVED ap'.... f - ' r DATE SAMPLE t•-1 q cy ._CSIde/iffak.--..411.4/4-__ . _Atat 4 WORK CONFOF1MS YES NO D ._... ._ ._ ......... ...._.... .___ _____ .............. ..................... ..... _.... ._............ . _ " this repo' ,., ;r ',.1 the ;nforrugloh of trio client oniy. Tho rop of OAS iSport by any method and its trensmittni by any moans to a third party wnhou: fro •.vlittoP pelf"iOn 01 Pae.11t; letliiro 1-40:M0144 la ;:i0hbeleCI 'Tills cot:Mr:won ant, .,..• to Ihit ,:, nuy at ire rosu cblamod flair 'it() aciaal test porkgrrad 3n/or obserwations math) withm tad Ofinod scope o' lho wok. C.:4 oticwia:. 1,...,,, f.'6 Xlit1U0d10 lepr(16011 inSprC:109, npfry.al cr 0 ,,,c. .:, .)1 otrar associated lama et a warrant 0! dos.gr. or wofkab lily at the speclicaon tequilemorty" • A SCALE; NTS WALL CONNECTION DETAIL MOON CUT OUT IRTN. DECK AND L 4i4 AT EXISTNID v TIP 1 ei11= . 1 11ii4s3/11 W/ 3 /(Ir11 AT•i�i O.C. DOLT 21' - + NLW t CUll SEE SECTION 1/S1o1 FOR CO NECTOIS PLAN - WELD SHOP SCALE: -O PLAN - STORAGE 11EZZAN I NE SCALEI In DATE • M NC � X 0.1: EXIST. 1MLL b C WALL CONNECTION DETAIL SCALE; NTS O E GENERAL NOTES: 4 cute SCUD CRESJIED ▪ GL JODIT ROW • IS' O.C. SE M OF M IMMO OASIS CODE. OONCIET! Po - 4000 p SATES SWI,L NOT SE AOOD TO THE NIX WORKAINUIY SILYL SE CO111R0LLID 11NIU THE JOOQITE COED HIGH RNIOE SAID REDUCERS Y fr. 1500 pr NORTNI TYPE S SPECJAL INSPECTION SWILL SE PROW= WV PAU CONSTRUC1101L RISIONCOSIIT EMITS - ASTN ASIS St GNU JOINT 1101F - ASTN ARE gRDEO WC mac - ASTN 155 —/4 s v-r • r-CF 0.a MILL •110 OWE MALIOROUr INTO ANINE WALL CONNECTION DETAIL SCALE; NTS A 11 11 11 11 11 11 11 11 pp ■ . GENERAL. NOTES: CMU CONSTRUCTION. IE1M1R BARS AST A•IS SI GRADE 110 CMU JOMIT MOW AS 11 AS2 ROAD we WPC ASTM TM/ A ✓ OWSAO GROUTED • GA. JONT ROPS. • ir o.c. F N•UCIILIL CC= NI MAMMALS NO CONSTRUCTION MOLL CONFORM TO THE REOIMI E ENTS OF TM 111111 EDMON OF TIE MO RI ILIUM COOL � 4 • • ? -r 0.0. ONE NCI - AT iLLL SQE, IF ►LOT ONE RCN SCALE ACCCIROMIL .Y #4 r Z' -r MOM • r-r o.c. ° ( bJ4J TOC ELEV... 17.50 • ORILL 1'x114' OUP AND EPDXY GROUT DOWELS Trr• CCz'I i . sOUVVI LAM LW ALL METAL DECK MALL E BOOM IS CA., IS RV - O1r OR APPROVED [OLIN. PUOOLL MEND CCCR TO AL SUPPORTS AT r 0.0. METAL DECK 9441L E 9OWD AT N06PANDURNG CONCR L • PLACEMENT. 9$01MIA MALL NOT E ROOM URDU. TIE CONCIETE MM ATTMED A CO OPRMSVE STROIGI1I OF 3000 pal. COICICIE Fa 4000 N MMITOR SNALL NOT E MOO TO DC MX AF113 INTORNO. MOR CAdLTr MALL E COMIROLLLD TAU THE USE OF • JO•SRTE ADDED IMRMI RNIOE MATT7R REDUCER'S (SUPER PLASTICIZERS). VOLTS MN101•EF DPNISIOH BOLTS S1ALL E L11 M NW BOLTS W TS OR APPROVED ECL EM EDOED AUC/IOR BOLTS MILL CONFORM TO AST11 A307. Fm - 1500 pal ALL O1HOR BOLTS S/ALL CONFORM TO ASTM A325. • IIORTM TYPE S SPECIAL INSPECTION 91411 E PROMO BY METRO FOR ALL l8y -1301 w-A- N E S011lil SM E Mao NCI NOD mama= PARTIAL PUN, . SEC11ONS ANO: DETMLS ▪ S IT►, 1•IS 1 k ra W11OI• NO S102 WU) MUST L E RCNEVAID ON OR OCP3itt EXPIRATION DAME ORTAtN St1 HATT1alESOFPA1PLOY8R5 MAIL ENTIRE CAKD Mal RENEW1L1ff TO: 1322 Ha fawn Avortm NW P.O. Uoi7310 01ymplo. WA 90507 .--� Fjhone: (200) 6868726 t—C?^l:f'v lSFT1)Ia .TUNE SIGNAY JRESoI 01r111TERS FvwGatlend Amman= o.Mtcadtosc rtdIa[Rcpt. 7 ■cider l.� prric.t1 sal idactay poodmi Ion Im4dIor of Om pawns ima1 o.rhit and • dvra4 tie gctdnty pclal dkii z d Ia 1 T -n �y . �Him:WEv la , ,40 -A 1. " 7241, 4r. LM2 April -amt. NAME Mir. T 1E134 /I& Jul, - Scprvnb r r i..r' • NA'iSE - C.7d,-4. - \i-,i Dar: ,,-i -i. • FTh,l- S . -'V • :J ,a ^ ..--'11dr. .S " l ✓ OMAN. - Dc.mhrr' l r:^.M : _ "-h-- ,•.- 17 / ,ii:-. Laic; - - Tldr - - l ti ILj WASHINGTON ASSOCIATION OF BUILDING 0/F »L7AL5 SEM CERTIFIED WELDER Neil E. Hooper PO Box 73333 Puyallup, WA 98373 534 -44 -43/9 t:XP*1US. JUL -1 i( 042/,;, i7 cle,44e OW- For sto 1!i Light Gage Weida %mu Rm. SMAW t.. Slim brae Tom. a� E■ftaltlrt Oktan, ANSUAWS DL.l.RW 3 • ore M1lntsd • mimic An frrd r.a:— UP rftatr F4 &toner •� Fit rm. ammo. 4rtrw.sob No MARK _ SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE S�-FIENGTH CHECKED LBS, P.S.I. x /2,, 8. Z ._ .-_-/ -- q/ 4 83c 2 28 .2 -. -is -1/ 7 /0 �' l y; 4Gl 3isco _ -- .ci 0 �f/ - -� S- / -9I ! a EXECUTIVE OFFICES 3220 .17th Avenue West Seattle, WA 98119 (206) 282 -0666 Fax (206) 282.0710 MAILING ADDRESS PROJECT LOCATION PACIFIC TESTIN ■••■■11•111e ATTENTION; LPL 6. NUM ER RD. COMPRESSION TEST RESULTS LABORATORIES R ORT NUMBER CR 57008 PREVIOUS RPT. NO DATE REPORT D _ BY REPORT :(- CAST REVIEW BY DATE /' 5/ CERTIF NUMBER AT PERMIT �1 NUMBER �� ARCHITECT ite...� ENGINEER ..0ere--- tee' CONTRACTOR TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922.1512 -d - TEST EQUIPMENT ID NO'S. AND DESCRIPTION ‘- lr- truer '',3__ A$TM TEST METHOD NO. TEMP 8 r� ���� , � • ' DATE • „Y �CI / MIXING DESIGN SAMPLE WEATHER Jd'°so`b ---t f� CAST ! PLANT STRENGTHfc TYPE _t �.? PROPORTIONS Lbs. CJ Sacks'Cu Yd. Mt Candied by P T. L b) $17 TYPE OF CEMENT -• t ' TRUCK r 2-1 TICKET 0 PATE SAMPLE APPLICABLE CODE AND SPEC.? - •L "j BY BATCHING SUPE ISION7 ... .fit? RECEIVED POUR LOCATION AND NOTES: 1 d( fl ` f� '•f 7 i '/ . r e 4.G ..eteo: -, - -7L iez4 -, ! 044-42 - - SAMPLING IN ACCORDANCE WITH Certified Report by Pacific Testing Laboratories CR 60.2 C'SE la FIN G. c am' ADMIX bs, In, Mai.• bs. ❑Per Sack Per ■ Z so 1SLUMP M- ins AIR _- , _W. %; QUANTITY Cu Yd SUPER PLASTICIZED SLUMP MIX PROPORTIONS VERIFIED MIX 0 WORK CONFORMS YESX1O ❑ "Trite report is provided for the „format.on or mg coon, only. Tne reproducliOn 01 MID mpDll Dy tiny method trio .15 uenem.rrat by any means to q Mud party without the wrillen permiaeron 01I Ps¢ne'Tu lung Labor atones is pronibded 'Tn.s en6healioh ,nods to the acCula y o' the re: .ltts Obtained Item the actual test perlormed and.or oDiMVDlions made within the defined scope of the work Cerlll.calion anal not be construed I rti-- resent inapeclion, epptwai Or accoplanee 010110r ase0C+atod work or a werranty 01 0esrgn or warkabilny of this spbeitieehon requiremenls DATE PLANT 1 TICKET N 7'.3�:( ' ORDER N . :3 TRUCK N 1 '.: `.:t LOAD SIZE 5. 00 MIX Y 5!:: ;'∎', W 5. 5:1;11 3.x' WW1 SLUMP 4. 0 DATE Ct.;a - Ft1^1:. % - -:4.i CUSTOMER N .) SOLD TO ', 1 7 OI'r3x E. I:.:t:.t1%4 :■Tr21.uCT.ToN P.O. N PROJECT N L''< 'h AIR DELIVERY ADDRESS i c? 1 Ok.") M i✓. KIM? T N1 L, WY ¶C) ZONE N I USE e'IJF IPSIL.OP DRIVER 'f 1026 HART 1.1-ON •4L.D INSTRUCTIONS TIME DUE LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY PRODUCT. CODE PRODUCT DESCRIPTION UNIT OF , I. UNIT MEASURE PRICE AMOUNT '. :. t)O 1.0'0 1 er , 01,:t ',:t . 0 t. ; -, 411 899 a k 4.-- 5. 5 ti ► F'4 t.4fgf f=UCL. E.Ui CHNRGE EX4 1 O O 0 41.1. 59 4.50 D 3: ;14w. ii ' it 4.50 . c„.....:, CAUTION; Freshly mixed cement, mor or, concrete or grow may cause skin Injury. Avoid contact with eyes SUB TOTA v whore possible and wash exposed skin areas promptly wi h water. If any cement mixture gets Into eyes TAX rinse immediately and repeatedly with water and got prompt medical treatment. TOTAL • i . r: ::h!!'Ni :_ 1': i1_DO :4ciI D } 14.''of.0 ilt .@ r, '` , * °• Q-'' di ' , t..+ i_ x Load �4 nun 'sot 12 PE R O CE A Al (206) 764-4600 Leave Plant Arrive Job Site WATER ADDED ON JOB AT CUSTOMER'S REQUEST GAL ADDITIONAL WATER ADDED TO THIS CONCRETE WILL WATER ADDED TO THIS LOAD BY AUTHORITY OF REDUCE ITS STRENGTH. ANY WATER ADDED IS AT CUSTOMER'S RISK. - Deliveries inside the curb line are at customer's risk only and Ocean accepts no responsibility for damages resoling from such deliveries? Start Discharge CUSTOMER COPY Ocean Construction \ r Supplies Company 5225 E. Marginal Way S. P.O. Box 84728 Seattle, WA 98124 Telephone (206) 764-4600 Finish Discharge No. 73862 Leave Job Site TERMS & CONDITIONS: Please see reverse side for tarns' • • and conditions f sale, . ! Arrive Plant PLANT TICKET I . i.1 (:. ORDER I ... TRUCK N i.. ':; LOAD SIZE 9 . .t(.7 MIX 1 ::-.7.1'... 41.1 , ::. f7 . f (WV, SLUMP 4. 5 DATE •.4.7 1'•.'t.'. '''.t CUSTOMER N SOLD TO a P.O. N PROJECT I . 'h AIR ,J ON' % L». M!'. T ! L'C, T3 f ti' DELIVERY ADDRESS ZONE a USE DRIVER 1 ,.`o • I' , l'I■INi 'iN /;1 tPI' ;.-)t3 .. . T OP t..)i.,.. !';t :f;'.C..v!. - Al.i..1 . INSTRUCTIONS TIME DUE ,••It. l , :.t t s +:., }.: f' (, ? ■.'+';'‘ LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY PRODUCT CODE • PRODUCT DESCRIPTION UNIT OF MEASURE . UNIT PRICE AMOUNT ' .r'.? .. ;. _ :A1 ,.. +.r'tr;,f t. .tt . .r..'e til!o't .!t. : ~ .'".+r 6t 4 d ,'"..:. ,, 't.'. , wi 's1'. f't: :I :";L%I'ft..'I- fi;l!C.i. . L.i ''k :iii Ja r r,i, d +.. CA) : ii' I ..4•Il N I .( + f 1.1...s4 %; t'..i 2.. i`' .. . VI • 6.;. 'or;. • 't. 'r _i: SW # ''i ,:aJ k::.ttiJ r r Vic.+, }::r'1 a 0 i o 3, 1 .)`..'.... D a 4 ., t. ,. CAUTION: Freshl m xod cement, mortar, concrete or grout may ca so skin Injury. Avoid contact whore possible and wash exposed skin areas promptly with water. If any cement mixture gets with S TOTAL Into eyes TAX ia !^ �,, „4 '.'-';'41.. d,repeatedly with water and get prompt modl, I treatment. rinse immediately ai, ., TOTAL ; .: >. Ct +;x ” I , ,,; :;. :c.a;' 1.0.. •t.i L41: fl:. 1 ;1::l :.:, • ..;■ • a:.,:". . : Load Finish Discharge Leave Plant . Arrive Job Site Start Discharge (e? Leave Job Site Arrive Plant WATER ADDED ON JOB AT CUSTOMER'S REQUEST /0 WATER ADDED TO THIS LOAD BY AUTHORITY OF "Deliveries inside the curb tirr)yee' are at customer's risk only and Ocean accepts no responsibility for damagi?s.jesulting from such deliveries." x J' GAL . ADDITIONAL WATER ADDED TO THIS CONCRETE WILL REDUCE ITS STRENGTH. ANY WATER ADDED IS AT CUSTOMER'S RISK. TERMS & CONDITIONS: Please see reverse side for terms and conditions of sale. J OCEAN (206) 764 -4600 CUSTOMER COPY Ocean Construction Supplies Company • 5225 E. Marginal Way S. PO. Box 84728 Seattle, WA 98124 Telephone (206) 764.4600 No. 73845 ri rrft*THUl Contract No. 27/ Contract Title ' 6 /• - 2�1� Page of Contractor Weather - Time Work Stopped Construction Activities Performed (Reference Construction Activities to Construction Schedule): 5 "c'P .e- tzi.2.40-0Net e i.s v ' ya 0 5 / e7.044 vc m — tNi Ok /'.(d, s'ftrA c 7a P) 7' fin. -/ .s' l3si= i3/L c,� ter .✓ fr .6.cc,orp avid i iq itleP A' r Xie✓A rec, Cs is J /.f a &d,N/vi'/ro TAG" 4t.r.r Soy ii .4% 4?)la774-1- dlN - X , 4/Gc/ � �Irvr � Afdi sr S ti�.bG✓it/ 7 , •A✓( Aldri / /1107 .e/Trricia) Az< /fie /�G z 2& ? a•%, f71404144, •rpos..#/ os& a t •c.r- f cc. k ■vw S 3 es i f--.CC S*,� -• !off eari. /pr Yu2- 6trt ‘,c.QK- ' L7 ,f- ! / �N cif/ ,f- c.4-r;041 t . N ii_i .0". I. 4_,,,,/il9 1 Ar-O th J - r 7Z / A- 3 v i e ‘ 4,0k/6 �eTf 19 ,yllLf..To) Ma.. AiltiGf f 7/6 #t fAiDO, /6 /iv fie' 1 0 Materials & Equipment Installed: A4.30 j iii . 1/06 44,04ti4.M4.� Construction Schedule Achieved (Include Impact & Slippage): a /u0 u1/e u,,b- r 2Z47 7a ILE. Personnel Accidents (Details): Problems Encountered & Resolutions: i � 1 of Tests Conducted: Work Rejected: Instructions Given to Contractor & Changes Initiated: Avi 4 70 AD • ' it/0••44F• ar L Gavtri+K1 0275 (Rev. 10ro5) ; Lia iiy L. urtstructiion t ep t I fe,JG -- !•v rz"� 7' Please Complete Reverse Side Of This Report Time Work Started • Date r�B /4t )9F/ sway Ac /s iv /O1G Air s 'orrotrr r,r5p c.tur 5 tidily L. (instruction Ke ct Contract No. 7 t a'7 rL2 Contract Title Al-LM Contractor 21 Weather ('/ i Construction Activities Performed (Reference Construction Activities to Construction Schedule): - ,�c ' 2� f 0:1 • I l i n476_, �f z 26'7 ea lvo Z- 76.e. e te-f- e-/ ' ` � A t l�t�t/L•�ri� �L i �1, / it./ �f i L� k'i�? � � 2 .c t�4�CrY� `'tt c�'Gj cv7 -L i rl /. 1., � �i� l t-� , C " �v.-� co - h» /1 tC clOr . /t ■14 . ,.. 7 .1 4 4=-.. ek t1.2g -/.cam � . g �• n a.�...f L; t c- r�a7�i� - !�'7f:l�o �� cwt 7 ,/d ?'o.1r TWZr £iwt/ �/dd6-1r x169 Tre id / 4r T*' 4 L4--4- IA/ 'rw d i i Slfc.5•. 44.Evt -6 $ tricot/ ro&., Soure s -Oe - - tv - New Personnel Accidents (Details): Problems Encountered & Resolutions: Tests Conducted: Work Rejected: Instructions Given to Contractor & Changes initiated: 0276 (Rev. 10/16) Materials & Equipment installed: G„,to ' STs �5 AKziemove Construction Schedule Achieved (Include impact & Slippage): '. al1Y Please Complete Reverse Side Of This Report Date /' -cE"e' / //C Page of ? -- Time Work Started Time Work Stopped "�V i tl2 - w wF :;;:r ft•t IHu Contract No Date h=am / / 9"-/ Contract Title.? 2P`rr s Page of Contractor G ii4 Weather GC.a y./2/ A.444 Construction Activities Performed (Reference Construction Activities to Construction Schedule): - 77/6 -t r I vn r se-,ferav 4ezryApec___ T/{ , vvr ✓ C'c/l.I ..4.41/24r/1 shit , cue ,4 ) f saw ce,arXAara&._ `4.ese ur' Xygrzr-Ati 7 .s1161" o wl lr- A I . -- Materials & Equipment Installed: rnsp rtor's uaiiy Lonstruction Kevrt `77 cy 60 t/ Construction Schedule Achieved (Include Impact & Slippage): Personnel Accidents (Details): Problems Encountered & Resolutions: Tests Conducted: Work Rejected: 7 Aszkrz. — Wer ultyvtr' ,gcf : !,g. fr rV"v iFob is Gsf0A'6 "yx..I' aOt t'Gr,rr i=i2c4 iP 4'o D 4 �d/,r¢�l.- �• �.C.4r�n.i1 _ v,U fir " / J ' .rt- "Wrf- /t.M, -- /6'06 Alsis•kairsoti .12% /!1cro9 � ` �v �s�.� J a as/d. Instructions Given to Contractor a Changes Initiated: 64 ewe o sv ersnr,,v S jq0..., 70 6I O G3rrF d.A ra'dc /4.i8:■ .6-neeolei 0.42 ,(.b /, 4 "0 Atfic rzAseei 0270 (Ply yaw) Please Complete Reverse Side Of This Report Time Work Started Time Work Stopped .true scJ Contract No 7 144 - ? 4 Date 2-1/-9/ Contract Title / tC LivL eir-) '5 P /` *- -040tem/g Page Contractor p Gi7e3.nr Weather 4',t,' azr94/J7 Construction Activities Performed (Reference Construction Activities to Construction Schedule): ! , rte Materials & Equipment installed: Construction Schedule Achieved (Include Impact & Slippage): Personnel Accidents (Details): Problems Encountered & Resolutions: Tests Conducted: Work Rejected: Instructions Given to Contractor 8 Changes initiated: 0276 (Rev. 10/66) .41 /240 *•wb2 Aiivoy .�7►�� r 42.2,44,-,v t . ui5p tiur s ua,iy k..onstruction t(eprt Please Complete Reverse Side Of This Report Yu tU Time Work Started Time Work Stopped of O err' 2 'if' c.c.. Ao - aertrv/ a -/ 0,9 "4r ✓0 2 o r 4 808 Airt 0071 0 - /, o y D wo(KjM /ad 44% / sovdur r y r0/ Newt -y n+arr� . aie- 41' 'y , 4' Ariw €0 ,4' , Stir r7 ciAJ oa7/CI - 03 A 4g7 fl7oN isle rrr- ems_ - 14/ OrerTiMG i.v Sct- : eC .v 6-.a./ .s rV z1/4,4/2.. 7' /144SoAeey 0.o./ ems. ew tr -n �-c1 r. £444 a anrse4 -CdrrC 407 TNT arlG741 $440I112 wri - oe r°r =iIGJ tits ':Wl: S i ally Lonstruction Kerrt Contract No - 7 - , 4 1 . 9 - " 9.0 Date � 8 /97/ Contract Title & /8w £' ,r4 Page / of Contractor /' l vrrAgeer7Gi.tJ Weather "4 es-424'0y Construction Activities Performed (Reference Construction Activities to Construction Schedule): ffr 4 .•4r..a/rdr.6'' lAiet2r, r'✓R•6, /eG o*vt rD eolve• 4Ore .vim •9c4 . /els- du•orr c w51-.T ovro • r . 14.4414 .s , m s 4 t 'F /d b . s4 , 0,2F - 7 404/ v7/r_C A'/OJT" C leW Ay , 4°?c arr - . $lo ce' $ _ s1.4401.1p ‘ii :r/ s f' - 7 J /4 ".6 .��, y ��s �` /141)4'.55•ykt) w,■i ••✓li ✓/t "4Ofi $e�.O 4 O/S "fie $PTa' Gt.,. / -e./0 �i�i+ Ovor e 1 ,ez, /N/ � #012.47 11 nJtfr q;: 47.9, — 4 C, erz.ief /520/3 -irk Cry Ai r�`re ,g14Vie 4 / a.t 9.�5 8.e.Ce7/ A p414+446T1-- seer /o/ irye.- .f£4/ /'•f -0 .445141 rd 4'-ISS'a0 s;t&' Materials & Equipment Installed: /y c.• yds, op y,, ea ,,,�,p�,,c ,iAt/D ,,,,y „A/ S C.lt // • Construction Schedule Achieved (Include Impact & Slippage): Personnel Accidents (Details): Problems Encountered & Resolutions: Tests Conducted: Work Rejected: Instructions Given to Contractor & Changes Initiated: 0270 (R•v '04e) Please Complete Reverse Side Of This Report Time Work Started Time Work Stopped • l �:1T1ETRO Submittal/Transmittal Date Stamp Submittal No. I I Date 1 -Z- as 4 c Contract No. T IA s / `t 0 Subcontractor or Suppler: fh ,A.L...k. rvk o = Resubnutcal 0 P`trN01s Step No. ttal _! - This section b be eotllpiMad by CoMFacior. This Section To Be Completed By Item No. • P/C Spsc. Paragraph Contractor's Cat. or Dug. No. Ou.crlpdon of hem Copis� Sobw. pens Action Not.s -- nli p 4'160 - rn a ., L. • ` 4 r �..,,. ii 4_1 scr-t ce) 4/,2q et Stn 4 N1; & Md vs /ic.t.-t_= (.))4 • 1': Contractor certifies to Review of Submittal. Verification of Reid Measurements and Compiance with Contract Documents. D iF GErAii . 0 4 c �► , , 1 �- � Legend ,ROVIOW A 1 xcepiions taken ❑ mark ❑ 3 Comments Attached — D B By ( Print ) Date Bridal Review c 1 . Rurtarks r `C 1 , l 1 a SOUTH SATE CONS i RUC'lkiecied Resubmit 4 Comments Attached - -Llleubmit - - - - ❑ ❑ • Engineering Support Group ]), JIt, W l 1113DM 1`‘ ' ' ' M13;QAL • PIAIAL8 , • ' ' *esearch i ,Devilopment , •.409 ... v ;seed, . ' ' Ra>} 0n .. -YL. 9803a ' • ; Attn,. OM ASiner ' REPORT OFt PROJECT! CLIENT: IItPORTZD TO t Reviewed by l It Di /tis Tait on AO11 Con tsunry U nir l M•• Professional Service, Industries, inc. Pittsburgh Testing Laboratory Division MUSED: • 11/19/9 61 natal R:V13ED: 7/25/90 1'n1Llnary DEPORT • 1002 • Mutual Materials ft) Client /Miry Aisn.r Etde Gt�xs tris >rL>�Qascnx>:s :ter 0" x 0" x 16 "'ho11ow CoACC$CS masonry units identified as xumwater Plant 1 TEST RESULTS xS820 Gtr MOLLOW CQNCItlTL S02 1ZY UNS $ t$ture 1 «s Aeosiv.d '.!Cant Wont Dry Compressive- $ Limper Dry Unit Sample et Total Absorption tbistvre Total welpht Strength (Psr1 Shrinkage Weight 1 olbrorbtlon p.C F " t .. Cs Ablealijan Pous_id (trove flat ASTM - 4 P.C.F,�_ 1 27.6 10.6 2,7 9.8 29.4 11004 22004 106.3 2 29.0 10.7 2.9 19.0 29.2 1100. 2200.• 106.9, 3 23.0 9.4 Z 2 AA 9 9 9 1100. M ' 121.68. Average 27.2 10.2 2.6 9.3 29.5 1100+ 2200+ .043 »�e 106.7 NOTE: The equivalent thickness of the Tuawater 50 /50 block has been calculated to exceed 3.7" and meets a'2 hour fire ratios as per NBC cable 43 -1. Footnote 99. *''Average of lour tacos of two gull aims samples. Revisions Added results psndias. RsspectZw 1y Submitted, MvI4lan: Corrected eoeprea.t• stt.nipth. Professional service industries, Zno 7400 TMrd Avenue South . seams, WA twos • MICE ICE 6 7/4' pROJxCr 6.06744 DAM 12 / 2 2/88 . ... LAS S 4272 Phones 300/74241114 AND MASONRY INSTITUTE OF WASHINGTON TO :. WHOM THIS MAY CONCERN FROM: THOMAS C. YOUNG, TECHNICAL DIRECTOR RE: MASONRY MORTAR SAND GRADATION 913.116th N.E. Suite WI Bellevue. WA 98004 POO 034820 Sand for masonry mortar should be clean and well - graded. Sands with less than 9 - 15% passing the Nos. 50 And 100 sieves produce coarse mortars possessing poor workability. On the other hand, sands with too many fines yield mortars that are workable but are generally, Low in strength. This would be a sand with 45 55% passing a Nol SO sieve. The typical masonry sand used in the Puget Sound area produces mortar with the anticipated properties even though the sand doesn't totally meet the gradation limits of ASTM C-144. This sand does not have the problem Of being too fine or too course as described above and• should be acceptable under normal conditions. ASTM C -144 does recognise this situation and states: "when an aggregate fails the gradation limits specified, it may be used provided the mortar can be prepared to comply with the aggregate ratio, water retention, and compressive strength requirements of the property specifications of specification C- 270 ". If there are any questions concerning this subject, please contact me at the Masonry Institute office. Mutual Materials P.O. Box 2001 Se1l.Vue, Wash. 98009 ATTNI "To Whom It May Concern" Dear Sirs: , This is to inform you that our Masonry Sand (*8741) conforms to ASTM 0 -1073, Grading *3, based on September 1909 averages, as follow!! (00741) SIEVE ASTM 1/89 M SPiCvS AVO'S.' *4 100 100 *0 93 -100 97 OIS o3 ■100 97 030 65-90 84 050 30-60 0100 S -25 0200 0 -5 If I can be of further assistance, please call me at 33 5.2 ;. 1.4 e320 OAANOV:EW DANE W. TACOMA WASHINGTON 56407 (201) 564.1011 October 31, 1009 ti December 18, 1987 Mutual Materials Post Office' Bois 2009 Bellevue, WA 98009 Attention: Fran Carson Gentlemen: CNEMSTAlt. Inc. ?ISO Durfee Avenue Suite 230 South El Monte, CA 91T33 Telephone ere - 4010099 relecopier 6f8.40f.?S96 CHEMSTA* Type S Hydrated Lime, manufactured by CHEMSTAR, Inc., at Henderson, Nevada, and Dolomite, Utah, conforms in every respect to the following specifications: 1. Federal Specification SS -L -3518, Type F (Finish Lime), and Type M (Masons Lime). 2. A.S.T.M. Designations: C206 -84 (Type 5) finishing hydrated lime and C207 -79 (Type 5) hydrated lime for mas itry purposes. 3. U.8.C. Standard No. 24- 18-82: Hydrated lime for masonry purposes based on Standard Specification A.S.1'.M. C207 -79. It is understood this information is required in connection with: Very truly yours, 771 fre'"T. McGinn Sales Manager it y • .?s :lj,a r s • .,j L!!!:: ::•1's ;..'. -7.41 •: i' :... Bits No.; 12 Types I -II-LA kt1, 8110 0 1, 7, 14 i"�rSG•'. o • . Chief Chemists C t`A C4AF CHEMICAL COMPOSITIONS Si02 Al203 Fe203 Ca° $80 $03 Loss on ignition ••• Insoluble residue Total alkalies (as Na20) C3S C2S PHYSICAL TESTSs Blaine Fineness Noraai Consistency Setting Time Initial - -� Final False Set Autoclave Expansion Air Entrainment Co*presaive Strength 1 Day 3 Days 7 Days Dates December 6, 1990 af ag2( l ir A Q rtolcrE CEMENT VW EST. INC. 100 Ml HWY 518 CLANCY, MT 59634.9701 (406) 442.8855 CERTIFIED HILL ANALYSIS NO. 12 -90 -10 ASTH C 150 -86 AASHTO 11153•67 -I Federal Spec. SS- C- 1960/3B ON r 21.8 4.3 3.1 63.5 3.3 2.3 1.5 .22 .33 53 23 6.2 10 388 23.5 105 240 70 .040 6.7 1695 3260 4070 The cement represented here is certified to comply with the above noted specifications. •* 4mETRO Submittal/Transmittal Dais Stamp Cont.eior'.. . CM. or Day. No. Sp.e. P.aprapb V O - 't.• 01 00 Now No. Collimator cease b Review at Submittal, VeiNcadon of Fmk! Measurements and Cornpia r ce with Contract Documents. r?; .1 ` JAN 1. 1 591.. L • CONS! iUC!1`'N DI r ( ON f S01111-1 S�:Tt_L _ ITE ,; iL Contract No. T M - S 9- - 9 o Subcontractor or Suppi Ibis ..eilem % a comploisi by CoMF.ebf Deadpan of bum Legend — Review Action 1 No. qpi is taken ❑ 2 Note mating ❑ 3Cmm Garments Attached — R it ❑ 4 Comments Attached — Resubmit ❑ 5 Rejected P — Partial Subrnrital 0 Distlmbtmtion: Initial Review Completed Engineering Support ` mug Final Review Submittal No. 1 3 Date t Z - 1 Resubmiaal D Precious Submittal No. Review Adios 1 BY( q Ibis SectionTo By Wiry Nobs Date \ 9, C — Complete Submittal Rearmed to Contraaor 3 GP'a' Review of Contractors Information Comments Engineer's review is for general conformance with the design concept and contract documents. Markings or comments shaN not relieve the contractor from compliance with plans and specifications nor any requirements of the Contract Documents. The Contractor remains responsible for details and accuracy, all and dimensions, for for r - confirming and correlating quantities selecting fabrication processes, for techniques of assembly and .-for performing his work in a safe manner. Engineer's Review Routing hMtlal - Daly . , No Exceptions Taken • • Note Markings • • 1 . ^ Rsspeinse Required Contractor - Const lloe Obteian «t of 0. ,0. Reviewed Copies TO: Constr. Division f=ries .- Resident Engineer 1-15-q/ Contractor Prof. Eng. 4 7771), / To whom it May Concerns' me advised that our reinforcig steel to bt supplied on .the following , • Project will be of domestic origin and will meet all requirements; :of'; Our Suppliers are:• Spoxy Coated Reber:, Our Suppliers I Reinforcing steel Division GRAHAM NEEI. wawa . OF COMPLIANCI Location Salmon Say Steel Corporation ' Seattle Steel Corporation Cascadq.Steel Aoliing Mills iOrtb Star Steel 'North Star Steel North Star Steel Cl a I Nucor Steel Western Coating western Coating Siva Cote • Davis Walker Corporation Should you have any questions, please feel free, to Very truly yours, Graham Steel Corporation call. ' YEARS & BIJ1LI) G Graham S ss Corporation, P0, Box 6St Kirkland, Washington WM (206) 923.56* Fax (206)823459A Cor yc wr23. .Nf s2sce 110.4i*ade ='6 Seattle, Washington Seattle, Washington McMinnville, Oregon Georgetown, Texas Newport, Mn. Milton, PA. Pueblo, Colorado Plymouth, Utah Auburn,'washington Mugens, Oregon Newport, Mn. • Kent, Washington 4 4: CITY OF TUKWILA 6200 SOUT!ICENTER BOULEVARD, TUKWILA, N 98188 Plan Check #90-284: Metro 12100 E Marginal Wy S I'IIONE #12061433.1800 Gary I., VnnDusen, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME P4RT F THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 10...' . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). 3. All mechanical work shall be under separate permit through the City of Tukwila. 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 6. All structural concrete to be special inspected (Sec. 306, UBC). 7. All structural welding to be done by W.A.B:O. certified welder and special inspected (Sec. 306, UBC). 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 9. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10. All structural masonry shall be special inspected per V.B.C. Section 306 (a) 7. 11. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an . approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED — 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 BUILDING PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 12100 E Marginal Wy S SUITE NO.: BUILDING LOI9 PERMIT NO. DATE ISSUED: PROJECT: Metro (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 05!17!90 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney X 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wail Board Fastening 11 12 13 X14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL X17 BUILDING FINAL PLAN CHECK NUMBER cj0 -2g4 c ROJECT: 'lTre) THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER No changes will be made to the plans unless approved by the ����///����/// Architect and the Tukwila Building Division, O Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872-6363). _ All mechanical work shall be under separate permit through the v City of Tukwila. (V .� All permits, inspection records, and approved plans shall be GJ posted at the job site prior to the start of any construction. lei When special inspection is required either the owner, architect or VC.� engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. a / 1 structural concrete to be special inspected (Sec. 306, UGC). YCJ 11 structural welding to be done by W.A.B.O, certified welder and special inspected (Sec. 306, UBC). O All high - strength bolting to be special inspected (Sec. 306, UBC). O Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. O Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12 Readily accessible access to roof mounted equipment is required. O Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. O Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. O Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). 16 A statement from the roofing contractor verifying fire retardancy of roo4 WI1l be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition). 18 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19 Fire retardant treated wood shall have a (lase spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.B.C. Standard No. 43 -0, shall be special inspected. O All wood to remain in placed concrete shall be treated wood. s ,2 All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. alidity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. August 16, 1990 SOUTHBASE WELD SHOP AND MEZZANINE STORAGE PLAN. REVIEW #90 -284 CORRECTIONS Arms No. C70156 Task No. W34 1. Stair access to the storage mezzanine. in the machine shop has . been provided in accordance with U.B.C. Sec. 3306 (a), (b) and (cl). Stair plans, sections and details are on drawing A102. 2. Access for the new storage mezzanine at grid lines 11 to 13 is from the adjacent storage area on the second floor. The new mezzanine floor is an extension of the existing second floor with no change in elevation. 3. Special inspection required by U.B.C. Sec. 306 is noted on drawing S102 under, masonry notes. August 16, 1990 SOUTHBASE WELD SHOP AND MEZZANINE STORAGE PLAN REVIEW #90 -284 CORRECTIONS Arms No. C70156 Task No. W34 1. Stair access to the storage mezzanine in the machine shop has been provided in accordance with U.B.C. Sec. 3306 (a), (b) and (ci). Stair plans, sections and details are on drawing A102. 2. Access for the new storage mezzanine at grid lines 11 to 13 is from the adjacent storage area on the second floor. The new mezzanine floor is an extension of the existing second floor with no change in elevation. 3.. Special inspection required by U.B.C. Sec. 306 is noted on drawing S102 under, masonry notes. DATE PROJECT NAME SHEET NUMBER(S) SUBMITTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431 -3670 RECEIVED CITY !) AUG 2 0 1990 PEraM!T Cc:NTER * *REVISION SUBMITTAL ** (4 /'9 /z/gli Ai, Jeri,* ) PHONE W 44%14 .— -/3z4 ADDRESS 1gV !i' 2, 2 CONTACT PERSO a'. R ENGINEER PERMIT NUMBER '" -- (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: „214t.L 4.4 4 zy 27, "Cloud" or high g t a areas o rev s one an- -ate re is ons. hL»L Dear Sir: Yours truly, cc: T.F.D. file ncd City gi Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review, Control Number 90 -284 July 30, 1990 Re: Metro South - 12100 East Marginal Way South The attached set of building plans have, been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) (Under new mezzanine) All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) The Tukwila Fire Prevention Bureau Gary L. VanDusen, Mayor • CITY OF TUKWILA 8200 SOUTIIcRNTER BOULEVARD, 7' I17LA, u AS/IINGTON 98188 July 19, 1990 Johnnie A. Butler Right -Of Way Metro Exchange Building 821 Second Avenue Seattle, Washington 98104 -1598 Re: South Base Weld Shop And Mezzanine Storage -Plan Review #90 -284 Dear Ms. Butler: An initial Plan Review for Compliance with the uniform building code has been completed. The following additional information is required prior to final review and approval. 1, Stair access to storage mezzanine must comply with W.B.C. Sec 3306 (a), (b) & (c). 2. Show proposed access for new storage mezzanine at grid lines 11 to 13. 3. The Engineer or Architect in responsible charge of the structural design shall indicate on construction documents the special inspection required by W.B.C. Section 306. Please respond to these comments in itemized letter form, and resubmit two copies of all revisions developed. Si ely, o11 Robert Benedicto Sr. Plan Examiner. PM MT d (206)43:14M0) Guts' L. I'anhnme, ,I/gew FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS Plan Review ADDRESS 12I00 VIAV-65k c, DATE •7- ) - <Zo 15 OCCUPANCY GROUP TYPE OF CONSTRUCTION «����� LOCATION ON PROPERTY. NG _.. BUILDING HT. / NO. STORIES �CA.» ` 1317)0 1 oyL, I r7(a7 7 a te .f 64 0o /r00 04 PLAN CHECK NUMBER era- - NOTES: DETAILED REQUIREMENTS OCCUPANCY ��G TYPE OF CONSTRUCTION V, CHAPTER 23, U.S.C . Iha .! W.S.E.C. CHAPTER 51 -10, W.A.C. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: nit •& 111kl '1 ALNn,l1 Pian Review PROJECT Mr. - - 5x7i-k ADDRESS t 2 t LYE E (l/L4 ' GG44C, V DATE '7 I' -- 9 ) PLAN CHECK NUMBER 9O — 2ei-t- CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: , PLANNING DIVISION 0607411 existC iffwcA , ( -4 = seoAo q - E- - z. 5 -- ?cao g 14-4 amcnOt4 =- 'Oe?. -4 so. -- 7(0 - 711-7; 4 tC am. "71<o1Pc O N &f!=Y 6716 AlIcoA -1E 6a * 157I _� 6 7C,0 _ ,� CoD/ 76, az) 0 ;36?-4- a OCP • / , 01 . • t ria4 FoTS lacia -fs- M/ . AL-Cx tAec NO Pt)(VI() U\t . '.a.r, 14 BF., 4o% - ) . cm i\s Yet, , t Pian Review PROJECT Mr. - - 5x7i-k ADDRESS t 2 t LYE E (l/L4 ' GG44C, V DATE '7 I' -- 9 ) PLAN CHECK NUMBER 9O — 2ei-t- CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: , PLANNING DIVISION 0607411 � s Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98104 -1598 July. 5, "1990 Ms. Denise Millard, Permit Coordinator City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Metro South Base Weld Shop 90 -284 Dear Ms. Millard: JUL 1 0 1990 CIT Of- .i •w,r.�Vli_A. PLANNING DEPT. .A :Check in the amount of $387.00 is • enclosed to cover plan. check fees for•the above referenced project.'. Please mail a receipt to me in the enclosed envelope. Please accept my apology for any inconvenience this may have caused. If you have questions I can be reached at 684-1333. Very truly yours J ohnnie A. Butler Right -of -Way Agent SOUTH BASE MACHINE SHOP STORAGE MEZZANINE PROJECT DESCRIPTION A 12 feet x 25 feet mezzanine is req'd in the South Base Machine Shop. The mezz. will be used to store misc. materials and equipment for the machine shop. Access to the mezz. will be by a ships ladder located adjacent to the existing machinist's office. A_../Z ton hoist on a monorail will be supported by the mezz. to provide for lifting heav}/ -parts onto a work table. V T ‘2./Jet L4`I STRUCTURAL SYSTEM CONCEPTS The new mezz. will be a 4.5" (total depth) CIP slab on a 1.5" composite metal deck. One edge of the slab will be supported on a ledger angle attached to an existing 12 ", solid grouted, CMU wall. The other edge of the deck will be supported on a wide flange beam. The wide flange beam will be supported on one end by creating a pocket in an existing 12" solid grouted, CMU wall and at the opposite end it will be supported by clip angles bolted thru an existing 12" CIP concrete wall. Lateral loads due to seismic will be distributed to the 3 existing walls previously described. The mezz. will be designed for a 200 psf live load. Existing walls, grade beams and piers will be checked for adequacy. Exist. 12" CMU Monorail beam -- "":2 1_ _. h Q V� .ry • • • 1 . o fly A U . ........ �.•t . • � . • Bolt thru wall RECEIVED CITY OF TUKWIlrl PERMIT CENTER Beam Pocket in CMU L4x4 �.•� `�"° Metal Deck -0---- Ledger 12" CMU 12' mmemc w ---- CIP Conc C12 x ? around opening Exist. 12" CIP Conc ..................... ............................... Page 1 of 12 By: RMR Date:May 29, 1990 + 22 41/2" ' 43/4" 0708, 0726 0816, 0824 0831, 0832 0833, 0838 CLEAR SPAN, FT. 1 SPAN 5'•1" 2 SPAN 6 3 SPAN 6' -1" 1 6'4" 480 - 6'4" 395 7'4" 340 7'4" 295 8'4" 260 8'4" 230 9'4" 205 9'4" 185 10 185 150 50 53 20 8'•O" 7'•0" 7` -1" 500 465 400 350 305 270 240 215 195 175 06/6 •6/6 06/6 1 1 7'•2" 8'•3" 8'-6" 500 500 500 450 395 350 315 280 255 230 _ 18 8'-4" , 9'•3" ' 9' -7" 500 500 500 500 485 430 385 345 310 280 I 3 ' 3 22 4' -11" 5'•9" 5' -10" 500 465 400 350 _ 305 250 240 215 195 175 160 145 135 20 5'•9" 6'•9" 6' -10" 500 500 475 410 360 _ 320 285 255 230 210 190 175 .' 180 18 6'•11 ". 7'40" 8' - 1" 600 600 500 500 470 415 370 330 300 270 245 225 i6 7'•11" 8'•10" 9' -2" 500 500 500 500 500 500 450 405 365 330 300 275 255 �� g a y .) ° 4'•9" 5'48" 5' -7" 500 500 460 400 350' 310 275 250 225 205 185 170 155 D902, 0909 0916 0 5' -6" 6'.6" 6' -7" 500 500 500 475 415 370 330 295 265 240 220 . 200 185 18 6' - 7" 7'.6" 7' -9" 500 500 500 500 500 480 425 385 345 315 285 240 16 7'•7" 8' -6" 8' -9" 500 500 500 500 500 _ 500 500 470 425 385 350 _260 320 295 SLAB DEPTH 4' 41/2" ' 43/4" S 51/2" S1/4" 6" Vol. Conc.—Yds./100 S.F. 1.06 121 129 1.37 1.52 1.60 1.67 Conc. Wt. PSF (Normal Wt.) 41 47 50 53 59 62 65 Conc. WI. PSF (Light Wt.) 31 36 38 41 45 47 50 Recommended W,W.F.6'x6' •10/10 48/8 •8/8 06/6 •6/6 06/6 06 /6 SLAB DESIGN Live Load = 200 psf Span = 12' From Metal Deck catalog select appropriate section and gauge. omposite floor deck WEIGHT PSF• PTD.'^ OALV. 1.75 1.79 2.10 2,14 2.80 2.83 3.50 3.54 .160 .207 .298 .384 S .198 .251 .331 .418 S .190 .237 .322 .413 p;= OPERTIEB OF FORM I FT. on Conc. Side. Prime painted on exposed GENERAL INFORMATION -- - -.. - .- 1 . 1 . +• 1 .,nAI, ..n.n Use Bowman 18 GA, 1.5 ", RV -Grip Composite Floor Deck w/ 6x6 - W2.9 x W2.9 WWF Note: Shoring is req'd during concrete placement Use f'c = 3000 minimum!! Page 2 of 12 By: RMR Date :May 29, 1990 BENT BAR ANCHOR BOLT DIAMETER, Inches 1 14 se im IS ft ft .,4,#i . ,,LI:zs •. ,,; Iva IMO ,,;, .J''.4110 :.;,' ':' •. ,1330 ..- , 17110 „:. ' :I920 , 3890: 2170 ". 1800 480 850 1330 1860 2010 2150 , 2280 2000 480 850 1330 1900 . 2060 2200 2340 2500 ' 480 850 1330. 1900 2180 2330 2470 3000 480 850 1330 1900 2280 2440 , 2590 4000 480 850 1330 1900 2450 2620 2780 5000 480 850 1330 1900 2390 2770 2940 6000 . 480 850 1330 1900 2600 2900 3080 EMSEDMENTLENOTHd (s ) 2 $ a • II a 1500 • ', 240 . • , 530 . - . • 970. 1320 ., . 2I90 , 3890: 1800 270 600 1070 1670 2400 4260 6660 2000 280 630 1120 1760 2520 4500 7020 2500 310 710 1260 1960 2830 5030 7850 3000 340 770 1380 2150 3100 5510 8600 4000 400 890 1590 2480 3580 6360 9930 5000 440 1000 1780 2780 4000 7110 11,100 6000 480 1090 1950 3040 4380 7790 12,200 rhe allowable tension values in Table No. 24-D-I are based on compressive strength of 10110 EDITION LEDGER ANGLE DESIGN: Tributary Load = (12) * (250) / 2 = 1500 lb/if 1500 lbs • ALLOWABLE ANCHOR BOLT LOADS FROM LW TABLE NO. 240-1—ALLOWABLE TENSION, IC ON BENT BAR ANCHOR BOLTS FOR CLAY AND CONCRETE MASONRY, poundem masonry assemblages. Where yield streng h of ancho bolt steel governs, the allowable tension in pounds is given in Table No, 24-D-2. Values are for bolts of at least A 307 quality. Bolts shall be those specified in Section 2406 (11) I A. Values shown are for work with or without special inspection. 1500 lbs Use 1" dia x 10" embedment expansion bolts @ 1'-0" o.c. Check combined, stresses (1500 / 2050 ) ( 1500 / 6080 ) = 0.98 < 1.00K CM %.).) ci TABLE NO. 24-E—ALLOWABLE SHEAR, B ON BENT BAR ANCHOR BOLTS FOR CLAY AND CONCRETE MASONRY, pounds I 'Values are for bolts of at least A 307 quality. Bolts shall be those specified in Section 2406 (h) 1 A. :Values shown are for work with or without special inspection, 1500 lbs UNIFORM BUILDING CODE Page 3 of 12 By: AMR Date:May 29, 1990 WIDE FLANGE ?3EAM • Tributary Load = (12) * (250) / .(2) + 50 = 1550'lb /ft • Clear Span = 25 feet Since the top. flange is continously restrained against lateral displacement by.it's, • attachment to the composite deck: / 8 + 1.0 * 25./4 M = 127.3 kip-ft S req'd = 127.3 *12000 / 24000 = 63.7 Try W 16 x 40 5 = 64.7 > -63.7 OK Check Shear V = (1.55 * 25 / 2) 4- 1.0 / 2 .. V = 19.9 Kips . . fv = 19.9 / (16.01 * 0.305) = 4.1 < 0.4 * 36 OK; Check Deflection = 5 * (1550 / 121 * ( 25 *1214• 384 * 29000000 * 518 = 0.945 inches < L/240 OK Page 4 of 12 By RMR. Date:May 29, 1990 Fb = 0.66 x 36 = 24 ksi Assume that the hoist is located at midspan of the wide flange. Therefore: M = 1.55 * (25). fa « Fa OK Use :1/2 "-x•8 x 8 Plate ..._•r. •.3 :v yr Beam End Reaction =19.9 Kips = 19900 I. (56 * 12 ) _ 30 psi A req'd = 19900 / 375 = 53 s,q` inches Determine the Req'd Bearing. Area at CMU'Pocket Check 12" CMU wall under Concentrated Axial Load 'of Beam (per'UBC 2407 (c) 1 Ac) effective width of wall = 4 * (12) + = 56 = 300 TABLE II -A Bolt Shear° For bolts in bearing-type connections with standard or slotted holes. Bolt Type A325 N `... A490•■I A3254 . A490•X F„ (ksi) 21 28 30 40 Bolt Ohm., d LL 7/e 3 /4 1 /1 3 /4 7 / f s 3 /4 '/e (in.) 7 1 1 1 1 Angle Thickness, e (tn,) % % % 1 s/ % s/ % 1 s/ % L (in.) L, (in.) n 29 O Or CO r\ 40 In Q rrfN 186 253 330 247 337 440 265 361 d 353 453c d 26 167 227 297 223 303 396b 239 325 d 318 408c 4 231 148 202 264 198 269 352 212 289 d 283 363° d 20 130 177 231 173 236 308 186 253 d 247 317c d 17 CO ..n 111 152 198 148 202 264 159 216 272° 212 272c 272c 141/2 92.8 126 165 124 168 220 133 180 227c 177 227c 227c 11 74.2 101 132 99,0 135 176 106 144 181c 141 181 ° 181'' 8 55.7 75.8 99.0 74,2 101 132 79.5 108 136° 106 136c 136° 51/2 37.1 °.50,5 66.0 49.5 67.3 88.0 53.0 72.2 90.6c 70.7 90.6'' 90.6'' a Tabulated load values are based on double shear of bolts unless noted. See AISC Speci ication, Appendix E, for other sur ace conditions. 6 Capacity shown is based on double shear of the bolts; however, for length /., net shear on the angle thickness specified is critical, See Table II -C. '' Capacity shown is based on bearing capacity of 1 /e end distance (Specification Eq. (1.16 -2)1 on A36 angles of thickness specified; however, for length L, net shear on this angle is critical. See Table II -C. d Capacity is governed by net shear nn angles for lengths 1. and 1.'. See Table II-C. L s varies H� • mi Beam Connection to 12" CIP Conc Wall Beam end Reaction = 19.9 Kips From AISC Steel Manual (8th Edition) Framed Beam Connections Table Assume A325 bolts in a bearing Connection FRAMED BEAM CONNECTIONS Bolted TABLE II Allowable loads in kips II I . flt, gage ._ J » . varies STAGGERED e')LT ALTERNATE t varies � L 711. N varies gage Note: ForL =2'h use one half the tabular load value shown fort =5 for the gage same bolt type, diameter, and thickness. Lengthen the angles to space bolts apart a minimum of 6" o.c.each way. Bolt thru wall and provide 1/4" x 4 x 4 plate washers on back of wall. Page 6 of 12 By: RMR Date:May 29, 1990 Check Piers under CMU walls Load From Roof = None Load of Wall DL = 2.8 kips/1f Load from New Deck = 1.5 kips /if Total 4.3 kips /1ff Max . pier spacing = average of.13 feet Max Pier Load = •13 * 4.3 = 56' kips Pier Capacity @,20000 psf on "sound.rock" [(n * (30 * 30) ) / (4 *144 )1-* 20000= 98 ; kips per pier 56 « 98 OK Check piers under CTP .on. wall Load From Roof = 12.0 kips/1f Load of Wall DL = 3.5 kips /lf Load from New Deck = L0 ki a /1_f Total = 15.5 kips /lff Max pier spacing = average of 8 feet Max Pier Load = 124 kips Pier Capacity @ 20000 psf on "sound rock" (( * (48 * 48) ) / (4 *144 ) ] * 20000 Monorail „Beam 124 « 251 OK 251 kips per pier. From American Crane & Cable Co. design guide " Structural Beam Design.. Guide and: Selection Chart for Overhead Crane Runway Systems" Select S12 x 31.8 STRUCTURAL SYSTEM CONCEPTS SOUTH BASE PARTS STORAGE SHOP STORAGE MEZZANINE PROJECT DESCRIPTION A 12 feet x 40 feet mezzanine is req'd in the South Base Parts. Storage Shop. The mezz. will be used to store misc. parts and equipment. The new mezz. will be a 4.5" (total depth) CIP slab on a 1.5" composite metal deck. Each edge of the slab will be supported on a ledger angle attached to an existing 12 ", CIP Concrete wall. Lateral loads due to seismic will be distributed to the 4 existing walls. The mezz. will be designed for a 200 psf live load. Existing walls, grade beams and piers will be checked for adequacy. Page 8 of 12 s47K3 I �G tl c C�u (- �- C iW coN. peJe By: RMR Date :May 29, 1990 lG STRUCTURAL SYSTEM CONCEPTS SOUTH BASE PARTS STORAGE SHOP STORAGE MEZZANINE PROJECT DESCRIPTION A 12 feet x 40 feet mezzanine is req'd in the South Base Parts. Storage Shop. The mezz. will be used to store misc. parts and equipment. The new mezz. will be a 4.5" (total depth) CIP slab on a 1.5" composite metal deck. Each edge of the slab will be supported on a ledger angle attached to an existing 12 ", CIP Concrete wall. Lateral loads due to seismic will be distributed to the 4 existing walls. The mezz. will be designed for a 200 psf live load. Existing walls, grade beams and piers will be checked for adequacy. Page 8 of 12 s47K3 I �G tl c C�u (- �- C iW coN. peJe By: RMR Date :May 29, 1990 : • 4' 416' .‹....),• • ..• ✓., r'j∎ L.; ,x 1..-,: �' . 51" i CLEAR SPAN, FT. 1 . SPAN 2 SPAN 3 SPAN -- 6'4" 6'4" 7'.0 7'4" 8'-0" 8'4" 9'4" 9'4" 10'4"10'4"11'4"11'4"124! 53 59 ' 62 { i { 65 p 22 5' -1" 6'-0" 6'-1" 460 395 ' 340 295 280 230 205 , 185 165 150 D708, 0728 0818, 0824 0831, 0832 D833. 0838 20 8'.0" 7' -0" . 7'.1" 500 465 400 305 270 240 215 195 175 18 7'.2" 8' -3" 8' -6" 500 500 ` 600 _350 450 395 350 315 280 255 230 _ 16 8' 9'.3" 9'.7" 500 500 500 500 485 430 385 345 310 280 : �• I$•3.) S , . ,,y) 22 4'•11" 5'.9" 5 " 500 465 400 350 305 250 240 215 195 175 160 145 13 20 5'4" 6'4" 6' -10" 500 500 475 410 360 320 285 255 230 210 190 175 100 18 8 7'.10" 0' ". 500 500 '800: 500• 415 370..530' 300 14C'555- ._. +A 7'•11" 8'•10" 9'4" 500 500 500 500 500 500 450 405 365 330 300 275 265 ' 4'-9" 5'-6" 5'-7" 500 500 460 400 350 310 275 250 225 205 185 170 155 D902, 0909 D916 :C 5'.6" 6'.6" 6' -7" 500 500 500 475 415 370 330 295 265 240 220 200 185 18 6'-7" 7'4" 7' -9" 500 500 500 500 500 480425 385 345 315 285 260 240 16 7' -7" 8'•6" 8'4" 500 500 4 500 500 500 500 500 470 425 385 350 320 295 SLAB DEPTH 4' 416' 4 I 5' 51" i 53/4" 66" Vol. Conc.—Yds./100 S.F. 1.06 121 1.29 1.37 1.52 ! 1.60 : 1.67 Conc. WI, PSF (Normal Wt.) 41 47• 50 53 59 ' 62 { i { 65 Conc WI. PSF (Light Wt.) 31 36:. 38 41 45 47 I 50 Recommended W.W.F.6' x6' N 10/10 #6/5 ♦ 8/81 #6/6 #6/6 1 *6/6 ( 06/6 WEIGHT PSF• I SP S„ PTD.' GALV. 1.75 1.79 .160 .198 .190 •• 2.10 2.14 .207 .251 .237 2.80 2.83 .298 .331 .322 3.50 3.54 .384 .416 .413 SLAB DESIGN Live Load = 200 psf Span = 12' n Conc. Side, Prime painted on exposed From Metal Deck catalog select appropriate section and gauge. ornpoeite floor deck N p: OPERTIES OF FORM I FT. • GENERAL INFORMATION Use Bowman 18 GA, 1.5 ", RV -Grip Composite Floor Deck w/ 6x6 - W2.9 x W2.9 WWF Note: Shoring is req'd during concrete placement S Use f'c = 3000 minimum!! Page 9 of 12 By: RMR Date:May 29, 1990 DIAMETER (In Inches) MINIMUM? EMBEDMENT (In Inches) MINIMUM CONCRETE STRENGTH (In psi) SWAIN TENSIONS 2000 7000 2000 to 6000 I/4 2II2 S00 500 200 '/S 3 1100 1100 500 1 /2 4 2000 2000 950 5 /4 4 2750 3000 1500 s ..., . 5 2940 MO . 2250 ` ;' ,:,;,, 7 /. 6 3580 4150 3200 I 7 3580 4150 . 3200 1 /a 8 3580 4500 3200 1 9 3580 5300 3200 LEDGER ANGLE DESIGN: Tributary Load = (12) * (250) / 2 = 1500 lb /lf ALLOWABLE ANCHOR BOLT LOADS FROM UBC Check combined stresses 1500 lbs. IOU EDITION 1500 lbs Use 3/4" dia x 6" embedment expansion bolts @ 1' -0" o.c. (1500 / 3560 ) 5/3 + ( 1500 / 2250 ) 5/3 = 0.75 < 1.0 OK e"1k547 � two ! C' ---11 1500 lbs TABLE NO. 26- F -ALLO$ I BLE SERVICE LOAD ON EMBEDDED BOLTS (In Pounds) 'Values are for natural stone aggrega e concrete and bolts of at least A307 quality. Bolts shall have a standard bolt head or an equal deformity in the embedded portion. 'Values are based upon a bolt spacing of 12 diameters with a minimum edge distance of 6 diameters, Such spacing and edge distance may be reduced 50 percent with an equal reduction in value. Use linear interpolation for intermediate spacings and edge margins. 'An additional 2 inches of embedment shall be provided for anchor bolts located in the top of columns for buildings located In Seismic Zones Nos. 2, 3 and 4. 4 Values shown are for work with or without special inspection. 'Values shown are for work without special inspection. Where special inspection is provided values may be increased 100 percent. Page 10 of 12 By: AMR Date :May 29, ,1990 SOUTH BASE WELD SHOP PARTITIONS PROJECT DESCRIPTION Provide a CMU enclosure around the weld shop located beneath the new Parts Storage Mezzanine. Walls will not be load bearing. STRUCTURAL SYSTEM CONCEPTS Provide a 4" thick x 12' tall fully grouted, reinforced CMU screen. The.only loads on this wall will be the result of seismic. Design for parts and portions of structures loads. CMU Design h/t = 144/4 = 36 > 30 therefore wall design shall be based on forces and moments per UBC 2409, (a), 2, B, (b), 2. Seismic Load for parts and portions of structures per UBC Fp = (0.3) *(1.0) *(0.75) *(47) = 11 psf M = 0.011 * (12 * 12) / 8 = 0.2 kip -ft /lf V = 0.011 * 12 / 2 = 0.066 k /lf Masonry Wall Reinf f'm m 1500 psi fm, = 0.33 * 1500 = 500 psi (Grade N, special Fs = 24000 psi Em = 750 * 1500 = 1,125,000 psi Es = 29, 000, 000 psi n = 29000/ 1125 = 25.8 1/3 overstress allowed for seismic loads try #4 @ 16" o.c. As = 0.150 sq in per if rho = 0.150 / ( 2 * 16) = 0.00469. k = SQRT ( ( 25.8 * .00469) * *2 + 2 * 25.8 * 0.00469] - 25.8 *'.00469 k = 0.3856 j = 1 - 0.3856/ 3 = 0.871 fb = (0.2 * 12000 / ( 12 * 2 * *2)] * ( 2 / ( 0.3856 * 0.871) ] .. fb = 298 psi < 500 OK fs = 0.2* 12000 / (0.150 * 0.871 * 2 ) Page 11 of 12 . By: RMR :DateMay 29, 1990 Min Vertical Reinf = 0.0007 * 16 Min Horizontal Reinf = 0.0007 . 4 type joint reinf at 16" o.c. = 0.0448 sq in « 0:147 sq in provided OK * 16 = 0.09480 sq in Use 6 GA truss or ladder 0 psi no shear reinf'req'd ■ Gn►1mu RACT' MA('.fiTWW RFi iA(,T MC'9.: PROJECT DESCRIPTION PERMIT CENTER A 12 feet x 25 feet mezzanine is req'd in the South Base Machine Shop. The mezz. will be used to store misc. materials and equipment for the machine shop. Access to the mezz. will be by a ships ladder located adjacent to the existing machinist's office. A..112 ton hoist on a monorail will be supported by the mezz. to provide for lifting heav4parts onto a work table. (''' vi% 61 STRUCTURAL SYSTEM CONCEPTS The new mezz. will be a 4.5" (total depth) CIP slab on a 1.5" composite metal deck. One edge of the slab will be supported on a ledger angle attached to an existing 12 ", solid grouted, CMU wall. The other edge of the deck will be supported on a wide flange beam. The wide flange beam will be supported on one end by creating a pocket in an existing 12" solid grouted, CMU wall and at the opposite end it will be supported by clip angles bolted thru an existing 12" CIP concrete wall. Lateral loads due to seismic will be distributed to the 3 existing walls previously described. The mezz. will be designed for a 200 psf live load. Existing walls, grade beams and piers will be checked for adequacy. Beam Pocket in CMU Exist. 12" CMU Monorail beam (below) Exist. 12" CIP Conc ••}.. •• ......• •• •• ...• •• •• 12' '; CIP Conc 1:::1 Bolt thru wall Page 1 of 12 RECEIVED GIN OF Vlit.,\ JUN 2 1990 L4x4 Metal Deck : \-- -- L4x4 Ledger - Exist. 12" CMU C12 x ? around opening By: RMR Date :May 29, 1990 ` ' , .) • . .,: �. 3 ) 22 4W ,S ∎,. *'- '...IA'v ;: e (r.1 0 • L,...a0,,J 1'';:. f"'• 0708, D726 0818, D824 0831, 0832 0833. D838 CLEAR SPAN, FT. 1 SPAN 5' -1" 2 SPAN 6' -0" 3 SPAN 6'.1" 6' -0" 460 6'4" 395 7' 4" 340 7'4" 295 8 -0" 260 8'4" 230 9'4" 205 9'4" 185 EMI 280 345 0 165 150 50 53 ` _ 20 6' -0" 7' -0" 7' -1" 500 465 400 350 305 270 240 195 255 310 175 230 08/8 #6/6 18 7'4" 8' -3" 8' -6" 500 500 500 450 , 500 395 350 315 385 16 8'-4" 9'.3" 9'.7" 500 500 500 485 430 280 22 4' -11" 5' -9" 5' -10" 500 465 400 350 305 250 240 215 195 175 160 145 135` 20 5'-9" 6'.9" 8'-10"_500 475 410 360 320 285 230 210 190 175 180` • 18' 8'-11 " 7' -10" • 8 ` 500 _500 500 500 500 470 ,415 370 ' ' . 300 •270= '245 225 800 16 7' -11" 8' -10" 9'.2" 500 500 500 500 500 500 450 405 365 330 300 275 255:' 1, .3h ") '4' -9" 5'.6" 5' -7" 500 500 460 400 350 310 275 250 225 205 185 170 155 0902, 0909 D916 3 5'.6" 6' -6" 6'.7" 500 500 500 475 415 370 330 295 265 240 220 200 185 18 6' -7" 7'46" 7' -9" 500 500 500 500 500 480 425 385 345 315 285 260 240 16 7'.7" 8' -6" 8' -9" 500 500 500 500 500 500 500 470 425 385 350 320 295 SLAB DEPTH 4" 4W 4W 5" 51/2" P 6" , Vol. Conc.—Yds./100 S.F. 1.06 :1.21 1.29 1.37 1.52 1.60 1.67 Conc, Wt. PSF (Normal WI.) 41 : ' 47 50 53 59 62 85 Conc. WI. PSF (Light WI,) 31 36 38 41 45 47 50 Recommended W.W.F.6'x6' 010/10 III/8 08/8 #6/6 0 6/6 #6 /6 06/6 SLAB DESIGN Live Load = 200 psf Span = 12' From Metal Deck catalog select appropriate section and gauge. omposite floor deck WEIGHT PSF* GALV. 1.79 .160 2.14 .207 2.83 .298 3.54 .384 S .198 .251 .331 .418 Se .190 .237 .322 .413 - * .. pi= OPERTIES OF FORM I FT. on Conc. Side. Prime painted on exposed GENERAL INFORMATION • .ns 1 .1. I nnnn nn. Use Bowman 18 GA, 1.5 ", RV -Grip Composite Floor Deck w/ 6x6 - W2.9 x W2.9 WWF Note: Shoring is req'd during concrete placement Use f'c = 3000 minimum!! Page 2 of 12 By RMR Date:May 29, 1990 — BENT BAR ANCHOR BOLT DIAMETER, Inches tom' se Ifs a's sw 7n ; ''1 ". 1IA l 158 ;11400 -1. " ?:.:.$50:':. 1:1330' 1 ;17110:t ".- I920Y 't °2050 2170 1800 480 850 1330 • 1860 2010 2150 2280 2000 480 850 1330 1900 2060 2200 2340 2500 480 850 1330 1900 2180 2330 2470 3000 • 480 850 • 1330 1900 2280 2440 2590 4000 480 850 1330 1900 2450 2620 2780 5000 480 850 1330 1900 2590 2770 2940 6000 480 850 1330 1900 2600 2900 3080 EMBEDMENT LENGTH, lo, or EDGE DISTANCE, f.,, Inches (4 _ 3 4 • • a :; is s 1100 :: _ .' 240 '550':: 970i' 'x:1520 ' 1190.," :'> 3890',x, 1800 270 600 1070 1670 2400 4260 6660 2000 280 630 1120 1760 2520 4500 7020 2500 310 710 1260 1960 2830 5030 7850 3000 340 770 1380 2150 3100 5510 8600 4000 400 890 1590 2480 3580 6360 9930 5000 440 1000 1780 2780 4000 7110 11,100 6000 480 1090 1950 3040 4380 7790 12,200 The allowable tension values in Table No. 24 -D -1 are based on compressive strength of 1888 EDITION LEDGER ANGLE DESIGN: Tributary Load = (12) * (250) / 2 = 1500 lb /lf. 1500 lbs ,ALLOWABLE ANCHOR BOLT LOADS FROM UBC TABLE NO. 244.1—ALLOWABLE TENSION, l , ON BENT BAR ANCHOR BOLTS FOR CLAY AND CONCRETE MASONRY, pounds) as . masonry assemblages. Where yield streng h of anchor bolt steel governs, the allowable tension in pounds is given in liable No. 24 -D -2. Values are for bolts of at least A 307 quality. Bolts shall be those specified in Section 2406 (h)1 A. Values shown are for work with or without special inspection. 1500 lbs Use 1" dia x 10" embedment expansion bolts @ 1' -0" o.c. Check combined stresses (1500 /.2050 ) + ( 1500 / 6080 ) = 0.98 < 1.0 OK Ch/(u J Qd 1500 lbs UNIFORM BUILDING CODE TABLE NO.24- E— ALLOMNBLE SHEAR, B,,, ON BENT BAR ANCHOR BOLTS FOR CLAY AND CONCRETE MASONRY, pounds' a 1 Values are for bolts of at least A 307 quality. Bolts shall be those specified in Section 2406 (h) I A. =Values shown are for work with or without special inspection. Page 3 of 12 By: RMR Date :May 29, 1990 WIDE FLANGE BEAM Tributary Load = (12) * (250) / (2) + 50 = 1550 lb /ft Clear Span = 25 feet Since the top,flange is continously restrained against attachment to the composite deck: Fb = 0.66 x 36 = 24 ksi Assume that the hoist is located at midspan lateral displacement by it's Thereforei M = 1.55.* (25)'2 /.8 + 1:0 2 M'= 127.3 kip -ft S req'd = 127.3 *12000 / 24000 = 63.7 Try W16 x 40 S = 64.7 >. 63.7 OK Check Shear V_= (1.55 * 25./ 2) + 1.0 / 2; V = 19.9. Kips fv =19.9/. (16.01 *.0.305:) 4.1 <.04 *.36 OK Check Deflection, = 5 * (1550 / 121 * ( 25 *121 384 * 29000000 * 518 = '0.945'inches < L/240 OK of the wide flange. Page 4 of 12 y. RMR Date:May;29, 1990 Use.: 1/2":x 8 x 8 Plate. Beam End Reaction =19.9 Kips Check 12" CMU wall under Concentrated Axial Load of Beare (per UBC -2407 (c) 1 At) effective width of wall = 4 * (12) + 8 =:56 = 19900. / (56 * 12 ) = -30 psi TABLE II -A Bolt Shear° For bolts in bearing•type connections with standard or slotted holes. . Bolt Type 5" ' : A325•N ; " A49041 A325•X A4904 F (ksi) 21 - " 28 30 40 Bolt Diam., d (in.) % • '/ 1 + 1 /4 1 /e l 1 1 /4 % l Angle Thickness, t (in.) • x,11 ,, 3 /a 5 /a 3/s 1/ 5 / 3 /e 5 /2 ( 5/a 1 5 /a 5 b L L' (in.) (in.) n 29 O ai CO 1■ 'O IQ nO •• 186 253 330 247 337 440 265 361 d 353 453c d 26 167 227 297 223 303 396b 239 325 d 318 408' d 23 148 202 264 198 269 352b 212 289 d 1 283 363' d 20 130 177 231 173 236 308b 186 253 d 247 317' d 17 Ch 111 152 198 148 202 264b 159 216 272' 212 272' 272'' 14 92.8 126 165 124 168 220b 133 180 227'' 177 227' 227' 11 74.2101 132 99.0 135 176b 106 144 181' 141 181' 181'' 81/2 55.7 75.8 99.0 74.2 101 132b 79.5b 108 136' 106 136' 136' 1 '37.1 50.5b 66.0 49.5 67.3b 88.0 53.0 72.2 90.6' 70.7" 90.6'' 90.6'' a Tabulated load values are based on double shear of bolts unless noted. See AISC Specs ication, Appendix E, for other sur ace conditions. b Capacity shown is based on double shear of the bolts; however, for length L, net shear on the angle thickness specified is critical. See Table II-C. e Capacity shown is based on bearing capacity of 1 end distance (Specification Eq. (1.16.2)] on A36 angles of thickness specified; however, for length L, not shear on this angle is critical. See Table II -C. d Capacity is governed by net shear nn angles for lengths L and L'. See Table D.C. T L I ! ■ U' gage - Beam Connection to 12" CIP Conc Wall Beam end Reaction = 19.9 Kips From AISC Steel Manual (8th Edition) Framed Beam Connections Table Assume A325 bolts in a bearing Connection FRAMED BEAM CONNECTIONS Bolted TABLE II Allowable loads in kips varies t varies U- N a .. gage STAGGERED E')LT ALTERNATE varies L gage — -- NT Note: FoeL =2 h use one half the tabu ar load value shown for t =51/2, for the and same thic bo kness t type , diameter, L. Lengthen the angles to space bolts apart a minimum. of 6" o.c.each way. Bolt thru wall and provide 1/4" x 4 x 4 plate washers on back of wall. Page 6 of 12 By: RMR Date:May 29, 1990 Total Max pier spacing = Total Monorail Beam Check Piers under CMU walls Load From Roof = Load of Wall DL = Load from New Deck = None 2.8 kips /lf. 1.5 kips /lf 4.3 kips /lff average of 13 feet Max Pier Load = 13 * 4.3 = 56 kips Pier Capacity @ 20000 psf on "sound rock [( it * (30 * 30) ) / (4 *144 Load From Roof = Load of Wall DL = Load from New Deck = 12.0 kips /if 3.5 kips /if 0.0 kips /lf 15.5 kips /iff Max pier spacing = average of 8 feet Max Pier Load = 124 kips Pier Capacity @ 20000 psf on "sound rock" [ ( n •* (48 * 48) ) / (4 *144 ) ] * 20000 = From American Crane & Cable•Co. design guide "Structural Beam Selection Chart for Overhead Crane Runway Systems" Select S12 x 31.8 ) ] * 20000 98 kips pex pier Design Guide and 'Page 7 of 12 By: RMR Date :May 29, 1990 SOUTH BASE PARTS STORAGE SHOP STORAGE MF2JZANIN PROJECT. DESCRIPTION A 12 feet x 40 feet mezzanine is req'd in the South Base Parts Storage Shop. The mezz. will be used to store misc. parts and equipment. • STRUCTURAL SYSTEM CONCEPTS The new mezz. will be a 4.5" (total depth) CIP slab on a 1.5" composite metal deck. Each edge of the slab will be supported on a ledger angle attached to an existing 12 ", CIP Concrete wall. Lateral loads due to seismic will be distributed to the 4 existing walls. The mezz. will be designed for a 200 psf live load. Existing walls, grade beams and piers will be checked for adequacy. G`Ti") : Z r C IS l £::<;} ,'� <�k�•:,?:�Soi':••.'r"'•:.''• � <$ �•`.; Y'% y�. :3vis'r're:L:;:'::<i•.;:•'.:i`i ��' ::%r�T ) i; �: ii`?i: 4:: ��:: aS' f4�$\ a.+:,{:::: �3ti2} Y3:: S,:: l:• nL }:I'{'.::?�::::4L::i::�:��:;: • iS'1.";h' re CSC' C,o1� ciP Co '- Pt. Page 8 of 12 By: RMR Date:May 29, .1990 r SLAB DEPTH _ CLEAR SPAN, FT. 1 SPAN 2 SPAN 3 SPAN 6'-0" 6'-6" 7' -0" 7' -8" 8' -0" 8'-8" -- 9' -0" 9'4" 10.4"10'4"11 150 50 t 4• l ! �. F 4;5.). 22 5' -1 6'.0" 6'•1" 460 395 340 295 260 230 205 185 165 :4111/8 *8 /8 1 1 . . D708, D726 0816, 0824 0831, 0832 0833, 0838 20 18 8'•0" 7' -2" 7' -0" 8' -3" 7'-1" 8' -6" 500 500 465 500 400 500 350 450 305 395 270 350 240 315 215 280 195 255 175 230 16 8'.4" 9' -3" 9' -7" 500 500 500 500 485 430 385 345 310 280 - 22 20 4'•11 "T 5' - 9" 5' -9" 6'•9" 5' -10" 6' - 10" 500 500 465 " 500 400 475 350 410 305 360 250 320 , 240 285 215 255 195 230 175 210 160 190 145 175 1 . 135 140 255 ''.1$ i r "6'•11 "' 7c11" :7' -10" 8'•10" %11-1 "s 9'-2" '800• 500 `800. 500 .500 500 500 500 :470- 500 i415. 500 370 450 330 405 .300+ 365 :270 330 :240 300 ' 275 " } ,a 4'•9" 5'-6" 5' -7" 500 500 460 400 350 310 275 250 225 205 185 170 155 0902, 0909 0916 _3 5'-6" 6'.6" 6'•7" 500 500 500 475 415 370 330 295 265 r 240 220 200 185 18 6' -7" 7' -8" 7'-9" 500 500 500 500 500 480 425 385 345 315 285 260 240 16 7'.7" 8' -6" 8'4" 500 500 500 500 500 _ 500 500 470 " 425 " 385 350 320 295 GENERAL INFORMATION SLAB DEPTH 4 ". 4W 4 I 5" 5K" I 53/4" ! 6" ! Vol. Conc. —Yds. /100 S.F. 1.06 : 121 1.29 1.37 132 ! 1.60 1.67 Conc. Wt. PSF (Normal Wt.) 41 ,, 47 >'. 50 53 59 62 65 Conc. Wt. PSF (Light Wt.) 31 ; 38: 38 41 45 1 47 ! 50 Recommended W.W.F. 6"x6' #10 /10 :4111/8 *8 /8 0 6/6 06/6 i M 8 /6 N6 /6 SLAB DESIGN Live Load = 200 psf Span = 12' From Metal Deck catalog select appropriate section and gauge. o mposite floor deck N p,: :OPERTIES OF FORM I FT. on Conc. Side, Prime painted on exposed Use Bowman 18 GA, 1.5 ", RV -Grip Composite Floor Deck w/ 6x6 - W2.9 x W2.9.WWF Note: Shoring is req'd during concrete placement Use f.'c = 3000 minimum!! DIAMETER On Inches) EMIEDUENT MINIMUM' On Malin) MINIMUM CONCRETE STRENGTH (In pal) SHEAR4 TENSION' 2000 3000 200010 1000 1 /4 2 500 500 200 3 /e 3 1100 1100 500 U: 4 2000 2000 950 5 /e 4 2750 3000 1500 d..a',. ;•. i ".r:' .; `;a..5 R 2940 3560; r .i;>,2250:;4,;; 7 // 6 3580 • 4150 3200 1 7 3580 4150 3200 11/2 8 3580 4500 3200 11/4. 9 3580 5300 3200 LEDGER ANGLE DESIGN: Tributary Load = (12) * (250) / 2 = 1500 lb /lf Check combined stresses 1500 ibs 1500 lbs ALLOWABLE ANCHOR BOLT L nS FROM UBC ion EDITION Use 3/4" dia x 6" embedment expansion bolts @ 1' -0" o.c. (1500 / 3560 ) 5/3 + ( 1500 / 2250 ) 5/3 = 0.75 < 1.0 OK Page 10 of 12 E) JS 4 1/ 1 . w f I C A P� ) � CONC --- *IP 1500 lbs TABLE NO. 26•F-- ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS an Pounds): 'Values are for natural stone aggrega e concrete and bolts of at least A307 quality. Bolts shall have a standard bolt head or an equal deformity in the embedded portion. =Values are based upon a bolt spacing of 12 diameters with a minimum edge distance of 6 diameters. Such spacing and edge distance may be reduced 50 percent with an equal reduction in value. Use linear interpolation for intermediate spacings and edge margins. An additional 2 inches of embedment shall be provided for anchor bolts located in the top of columns for buildings located in Seismic Zones Nos. 2, 3 and 4. 4 Values shown are for work with or without special inspection. $Values shown are for work without special inspection. Where special inspection is provided values may be increased 100 percent. By: RMR Date :May 29, 1990 SOUTH BASE WELD SHOP PARTITTONS PROJECT DESCRIPTION Provide a CMU enclosure around the weld shop located beneath the new Parts Storage Mezzanine. Walls will not be load bearing. STRUCTURAL SYSTEM CONCEPTS Provide a 4" thick x 12' tall fully grouted, reinforced CMU screen. The only loads on this wall will be the result of seismic. Design for parts and portions of structures loads. CMU Design h/t = 144/4 = 36 > 30 therefore wall design shall be based on forces and moments per UBC 2409, (a), 2, B, (b), 2. Seismic Load for parts and portions of structures per UBC Fp = (0.3) * (1.0) * (0.75) * (47) = 11 psf M = 0.011 * (12 * 12) / 8 = 0.2 kip -ft /lf V = 0.011 * 12 / 2 = 0.066 k /lf Masonry gall Fjpi of f'm = 1500 psi fm = 0.33 * 1500 = 500 psi (Grade N, special inspection req'd) Fs = 24000 psi Em = 750 * 1500 = 1,125,000 psi Es = 29, 000, 000 psi n = 29000/ 1125 = 25.8 1/3 overstress allowed for seismic loads try #4 @ 16" o.c. As = 0.150 sq in per if rho = 0.150 / ( 2 * 16) = 0.00469 k = SQRT [ ( 25.8 * .00469) * *2 + 2 * 25.8 * 0.00469] - 25.8 * .00469 k = 0.3856 j = 1 - 0.3856/ 3 = 0.871 fb = [0.2 * 12000 / ( 12 * 2 * *2)] * [ 2 / ( 0.3856; *.0.871) ] fb = 298 psi < 500 OK fs = 0.2* 12000 / (0.150 * 0.871 * 2 ) = 9185 < 24000 OK Page 11 of 12 By: RMR Date:May 29, 1990 Mtn Vertical Reinf = 0.OL') * 16 * 4 = 0.0448 sq in « C. 1 47 sq in provided OK Min Horizontal Reinf. = 0.0007 4 * 16 = 0.04480 sq in Use 6'.GA truss orladder; type joint reinf at 16" o.c. Check Shear 66 / (2 * 12.) = 2.75 psi «. 50 psi no shear reinf req'd REVISION 6 URK LOCXTI 'p}. SOUTH BASE FUEL AND WASH BUILDING STORAGE SHED COACH PARKING BY DATE S I TE PLAN SCALE: NONE UNIT REPAIR FACILITY � xYeririi^ikew STAFF PARKING I��L � I ��I 11h J h 1 l l i � l � l � 1 ( 11 ` I 0 is T:,s lNc,t 1 2 U� 6Z 8�G LZ 9Z 1110 GZ hZ t `` `` ii I( 11III li�IiiIIiIII l ! I I 4- !ix `';ll�f s. 22 ' S'v `, �{ •,! �Y„n'a c :t,;.,F; a. � �.k!'i" n <.. y�. dsi r , f : 'Y✓ 4 ..,•.!_... .... . -i. ...tfiri' «... "Y:.. .1 !✓'.} r /. r, J+.:n. Y�:`Xxr: t i_ . tr'�:•.�m. a aim er. PROJECT LOCATION 1 !i'i� T ■i PUGET SOUND ?: [ i i f r A r ' I I � n 1111 . I i I ���. F , I , I , . � I;i twit , . i r I , �, NOTE: If. the microfilmed document is lees clear than this `notice, it is due to the quality of the+priginal document zz �a 0z st . 91 LL 9t 9t, tit CI Zt II 01, 6 B 4 H11 1111 I II!1!Iilfllll! {Ill;IIlCll�li!! ! IIIIl1II�!iIIIIIlI`illllllli�l{ 111111! Till! IIII lIII111111lillilll(1lfllll'll (i ) 1 It IIl IIIII ,illl�!lll�l!,IIIlilllllllliil '�+.�t'?� .. .....`; >_.__ , .Y >f� ✓ %.^.�:ri✓ i�6 ^- :1G'.?1''�+`t:�?yrv:.','t�, , ; 4i �,.1..'rF'� p �,� R,�''�'>`�" C I O I LCQCAT I ON MAP SITE PLAN INDEX G 102 PROJECT I NFORIvAT I ON A I O I PLANS SECT 1 Ok S DETAILS S 1 0 1 P LAMS , SECTIONS , DE-TA I L S S102 PLANS SECTIONS DETA I LS VII 01 PLA\ HVAC EQU I PV1ENT SECT ION E101 ELECTRICAL PLAN ENGR: ARCHITECT: JOHN K. WAl SER StAIE UI WA III. GIUi1 l • O II1I IIII� IIJIIIIIIII111 111;11111 IIIIIIIIIIIIIIIIIII�IIIIII;II n lw`t DRAWING IND if IOW • --, inn • , t ► I44 H ar. V t _ 1 MI to 1" 518 82N0 1� , DESIGNED: JKW DRAWN: CHECKED: SCALE: JKW RECOMMENDED: APPROVED; CITY OF TUKWILA APPROVED AU A 11990 BUIL a ING DIVISION lLuniaipelity of Metropolitan Seattle SOUTH BASE WELD SHOP AND MEZZANINES PERMIT NO LOCATION MAP SITE PLAN AND INDEX t I•itS SET OF. APPROVED PLANS itAtr3T RE ON THE :.10B AT ALL 'r'. MES DURING CONSTRUCTION. HIS BUILDING IS NOT TO BE OCCUPIED UNTIL'' AFTER FINAL .. .1' -- .r' t r P. a in me-% !N I. 1 A I E $ IIV IVIV t;rrwt+rja u 9 u rIL. TUKWILA BUILDING DIVISION DEPARTMENT OF COMMUNITY DEVELOPMENT FILE C 4' I teterstand that ttai Mot Check op vsi -are sublect 4Irrors and ernissions and Koval of piens does rot aot,It to Me vloielket o anp adcoted cede or ordinance, Receipt of contractor's copy of a .. " ved pi : ns apknowl xtted, BUILDERS COPY CITY or (L .'4;I.A E WO CEA: Eit DRAWING NO: GIQi SHEET NO: . OF 7 ti TYPE II N. CONSTRUCTION ALLOWABLE FLOOR AREA 2 STORIES SEPARATION ON 3 SIDES (>60 FIRE SPRINKLER SYSTEM X PERCENTAGE OF TOTAL BLDG TOTAL ALLOWABLE AREA: AREA OF MAINTENANCE BUILDING: OPERATIONS BUILDING: GROUND FLOOR SECOND FLOOR TOTAL AREA U.B.C. AREA & CONSTRUCTION TYPE ANALYSIS H4 X2 X2 X2 94% FIRE RESISTIVE REQUIREMENTS (TYPE II N.) EXTERIOR BEARING WALLS N . STRUCTURAL FRAME N . CEILINGS /FLOORS N • CEILINGS/ROOFS N MAINTENANCE BUILDING: UBC OCCUPANCY GROUND FLOOR 45,120 SF H4 SECOND FLOOR • 4,864 SF H4 SECOND FLOOR 3,108 SF B2 TOTAL AREA 53,092 SF 7,500 B2 15,000 X2 30,000 X2 60,000 X2 56,400 06% 85% 09% 06% UBC OCCUPANCY -- B2 8,100 SF 3,747 SF 11,847 SF 12,000 24,000 48,000 96,000 5,760 62,160 53,092 C AREA SEPARATION WALL 10" CONCRETE WALL ENGR• JOHN K. WALSER S1AIE OF WASIIINGION ARCHITECT: DESIGNED: DATE JUNE 90 FILE NO W34 RECREATION I!IUH! +iiri!Ki�!�a PARTS STORAGE OCKER O feMSINCH 1 2 III III II III III 1II III I I I I I i �T rI r�I f� L,I,,I`, F I E ._ I : I E I � L I . � I: . I I l ..r i I f II I I i l i I li ! ( i 1 i i ( � , , I II�I�I'IfpI 111'� 11 111 II1 I III(' 3 4 5 6 ' a 9 NOTE: xi the microfilmed document is less clear than this ti notice, it is due to the quality of the original document. 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SECOND FLOOR PLAN SCALE: 1/32" = 1' —O" OPERATIONS BUILDING: FIRST FLOOR PLAN SCALE: 1/32" = 1 N . 4339- I RIGIS1ERED III LG E 55'0' —Cr DIR: I OFF iKW RECOMMENDED: APPROVED: F' DRAWN: • I CHECKED? 4 0 ECTRONICS SHOP CHASSIS SHOP STEAM CLEANING _ 1 Q 282' -- - CONTRACT NO: IME3 LID — CREMAN 0 a a WORK LOCATION 01 HYDRAULIC UTIII MED c3J c 0 g 'METRO SCALE: _ SOUTH BASE NOTED 0 MAINTENANCE BUILDING: [41 0 INSPECTION PITS ST/40 TOUT CITY OF IMO APPROVED AUG 1 1990 Ao. A441.0 ILD NG DIVISION WELD SHOP AND MEZZANINES PROJECT INFORMATION 0 Municipality of Metropolitan Seattle I . JUN 2 9 1999 DRAWING NO: G1 02 SHED' NO: 2 O 1 REVISION BY DATE 111 1111r111101 II 111I111IIII, IIIII +�l��::��I iEt1111l I L � 1 ` I I tII I t'I'III`IIII'I 1II ItIII IIt 1 II`.JIIILl mull 0 t$tl,.N. 2 3 I 4 5 7 8 I . 9 10 NOTE• If the microfilme - ' document is less clear than this notice, it is due to tine quality of the original document. pc 6Z. ee L� 9Z SZ 4Z 6Z ZE t Oz 61 Di GL 91 5t ht Et Zt II �� 6 8 9 5 7 IllII1IIIrIIIflllllllli 1111! lIll ilr�Iilllll111 !! !IlIIIlIIIIIIIIIIllilllll !!II! II1111 III II II 1 I I 1 I ! I , I r y � ;., _....�..., ( ,�.. _. l ! �r I, L 1 lllli 1 1 1 Li ! l�l lii�Jlililli�lll �il lilillllrilllllrllllllllllillll ill!► Ililll .I I ! I !! I I 1 .f.�:,. � t �y. ,-, _ � I fIl !I I rlII�I !IlIIII r � .f {.%'�` »..3 5 r+tt� T w `r { t s,�•,.�... ' i'Z eCr ^ , '�`, ✓ '-, ` d h am. `i. •r4 ,.L., s5r . ' 9ts . , ^Nil, j - r� . .+, _ z. , ..¢�,. ` �.: �?. ;. .t 4 ; 45 ;!°: +'!, �i!ro`rr, �: ,1i' !!.^�:: ,'t'� - �'i'�ia�y� y�� �� '�.}a� +- :�•�,.. �..:...w 1CIIN'',, WAIST SIAII OF WiSIII!U RIN ARCHITECT: DIR: e I wwp Huhn! itlii11111111111111111111111 DESIGNED: DRAWN: JKW RECOMMENDED: APPROVED: CONTRACT NO: 17M57-90 Municipality of Metropolitan Seattle STAIR SECTIONS, DETAILS DATE: AUG 90 FILE NO: W34 DRAWING NO: SHEEF NO: i our,�lrwtrr rrrwr��+lrru�rr,rrrrrr�r,� — - �r, A r r■ w b 1-1/2" DIA STL- -LING 1 STRINGER C 12x2O,' TYP / 1 _ /4" PLATE COVER ENDS 1/4" DIAMOND PLATE TREAD, WELD TO STRINGERS ' x8 x3/8 STS BEARING PLATE, WELD TO STRINGERS, 5 ANCHOR BOLTS (2) TO SLAB. E C 3 , -0 " 2 ,_ 3 „ CLEAR TREAD 4R © 8" 3T © 9" TYP. STAIR SECTION SCALE: I -1 /2" = I'-0" STAIR SECTION SCALE: 1/2" = I'-0" CONC. ON MIL DECKING RE: S1O1 SIM. 12x20.7 STL CHANNEL 2x2x 1 /4r STL ANGLE — — WELD TO STRINGER r DIA STL PIPE (4) WI 6x6x3 /8 STL PLATE BASE 3/8" ANCHOR BOLTS (2) AT EACH PLATE TO SIM STA I R SECTION SCALE: 1/2" — I'-0" 8x11.5 5Th CHANNEL TYP, LANDING SECTION SCALE: 1 --1/2" = 1 , _C" s'ec.awtx.U" w^K'Nai. ..,gxy�YM�w.�'y;aC:K tt.P,rL,.0 •vz. ......,i,rq S,. Sr. a.. ,•i4, _r a. VS• +Al enSa:`e,* c ‘k■ G ONE INCH a AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY P f PATr S iT ': k'# �JC' d! e kC.$ ?a �e ",.�i:.,r,�k.�•'.u.:.::v.�J ., .`•.i''u xa� dts4tti; CITY OF TUKWILA APPROVED AUG 1 1990 BUILD G H ISION s-, { 70 ci17 ','1'. fti ! ( 'V,19(1 3