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Permit 6923 - Boeing #21-01 - Autoclave Area
.01 gOalki6 zikot BUILDftfl PERMT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. VI a3 DATE ISSUED: l - 3o-qa DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE . BUILDING: SURCHARGE AMOUNT RCPT # . DATE 640.00 4702 ": 12- 09 -91 416.00 4702 12- 09 -91` 4.50 THER::::.::: TOTAL 4.702 12 -09 -91 '1',060;:50 ' PLAN CHECK NO.: 91 -500 SITE ADDRESS 3417 S 120 P1 qvcalmsogi SUITE # VALUE OF CONSTRUCTION - $100,000.00 PROJECT NAMEITENANT Boeing 1121 -01 ASSESSOR ACCOUNT # 102304 -9006 TYPE OF U New Building ❑ Addition (Xi Tenant Improvement (commercial) (_.) Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Add area for autoclave 116. PROPERTY OWNER Boein PHONE 544 -2975 ADDRESS P.0. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124 -2207 CONTRACTOR Boeing PHONE 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124 -2207 WA. ST. CONTRACTOR'S LICENSE# BOEINC294ML EXP. DATE 1/01/93 ARCHITECT PHONE Boeing ( 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA FP 98124 -2207 • USE .., l;1 . )' '.f...� .,iii \, :� PL'lANCE 471' ^':# •! . ,'i: ,)r FLOIX)R W SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET 000. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL. TYPE OF ON T.: v -1 Hr GIEDITIC N (year) 1988 SETBACKS: N - S - E- UTILITY PERMITS REQUIRED? Yes ®NO 0 W - (Publish public Works) FINE PROTECTION: ®Sprinklers ❑Detectors ❑ wA ZONING: BAR /LAND USE CONDITIONS? [] Yes IE Na CONDITIONS (other than those noted on or attached to permit/plans) �1 APPROVED FOR ISSUANCE BY: BUILDING OFFICIAL DATE: 2 I hereby certify that I have read and ex= ined this permit and know the same to be true and correct. All provisions of lav 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 performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: PRINT NAME: / DATE: 7-2 COMPANY: This permit shall ecome nulland void if the work is not commenced within 180 days from the date of. issuance, or if the work is suspended or abandoned for a period of 180 days from the last: inspection. CERTIFICATE OF l DATE ISSUED: OCCUPANCY NO. f f 1 SSUO' PLAN CHECK NUMBER Ci160 BUILDING(?ERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS :?ell C `O1 -0L SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTME XBUILDING - initial review FIRE LANNING ROY L1IRME>i "M. INIT: CONSULTANT: Date Sent - 1I- FIRE PROTECTION: (y,) Sprinklers Date Approved - Detectors [ ]N /A FIRE DEPT. LETTER DATED: i .- 5 -q2 INSPECTOR: �cr -'/2 ZONING: REFERENCE FILE NOS.: IBAR/LAND USE CONDITIONS? [ ]Yes [ ] No MINIMUM SETBACKS: N- E- O PUBLIC WORKS O OTHER 4/,/4 INIT: UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: BUILDING - final review INIT: TYPE OF CONSTRUCTION: REVIEW COMPLETED UBC EDITION (year): PERMIT NO. CONTACTED f eL �1 G • 'T1e i (init.) ..--cCf3 BY: init. DATE READY DATE NOTIFIED 2nd NOTIFICATION ��� `lQ PERMIT EXPIRES AMOUNT OWING .- 3RD NOTIFICATION BY: (init.) use= CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 HORNOR JOB I DCA 91843 BU1LDI1 PER it APPLICATIO •D ESC RIPTION BUILDING PERMIT;FEE: PLAN 'CH ECK'.FEE. BUILDING SURCHARGE;. OTHER: >AM4UNT::' .RCP.T. ATE SITE ADDRESS SUITE # 3417 SO. 120TH PL BLDG. i21 -01 VALUE OF CONSTRUCTION - $ 100,000.00 PROJECT NAME/TENANT BOEING DEFENSE AND SPACE ASSESSOR ACCOUNT # 102304 -9006 TYPE OF U New Building U Addition Tenant Improvemen (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other* DESCRIBE WORK TO BE DONE: ADD AREA FOR AUTOCLAVE 416 BUILDING USE (office, warehouse, etc.) WAREHOUSE NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 98,600 Tenant Space: Area of Construction: 1,200 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER BOEING MILITARY AIRPLANES PHONE (206) 544 -2975 ADDRESS P.O. BOX 3707, m/s 46 -87, SEATTLE WA. ZIP 98124 -2207 CONTRACTOR BOEING MILITARY AIRPLANES PHONE (20,) 544. -2975 ADDRESS ' P_n_ BOX 3707, M/S 46- 87,__SEATTI_E, WA. ZIP 98124 -2207 WA, ST. CONTRACTOR'S LICENSE # BOEING -294ML EXP. DATE ARCHITECT 11()F INC; MiI 1TARY ATRPI ANFS PHONE (20 ) 544 -2975 ADDRESS P,o. BOX 3707, M/S 46 -{ S^ EATTLE. WA. ZIP 98124 -2207 .. . 1. . . :S. E -,•T:.. O.: s..:.•Hgr DsCORRE CAAMAU'MOFIZE!UA PYF.OR�THSP RM. :'. < R , TI ~ Yr? T AT. , S < R E D ° AND . EXAMN;E:DTH.APPLICA.�I s' ' BUILDING OWNER OR AUTHORIZED AGENT SIGNATU / % --Gie DATE DEC. 2,1991 PHONE (206) 544 -2975 PRINT Nal,4F ERRY BENNETT ADDREpS1 BOX 3707, M/S 46 -87-, SEATTLE WA. CITY/Z1P98124 -2207 PHONE (206) 544 -2975 _ CONTACT PERSON TERRY BENNETT APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to f111 out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases; a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal, EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. It you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED c�_ c _cj DATE APPLICATION EXPIRES (.9-(31-(1D-- COMMERCIAL NEW COMiAERCIAL SUILQINGS(AD61TIONSRI•,..':••:•••••,•:, '• . ,,; _ 'ConiaiatOct building permit 6OOlication:(One • .. • • • .....•• • "• • . taraticb-strUcturb) _ „..........• Assessor Account Number - • :..• . : . :::...:..,:.;,.7:::-. ;'...:•:',::'::.;•:::::'.%::::•'' ,':.:::, •••• ':: : • : -: ':. • ::: ' . "?"..:: ...•••••• ' ..: ":,..,,,... .. :. '''''''''''' •."...•:TwO.s•alS:(2)of the following: ::,..: :,•,. 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Two ..,(2) cots o( plans, i.ebiCji••1iiclu Eitillding'flOpr'plan'shawing •• • • • •••'''''• Entiro spaco haro•racks will .be local • Exit doors • :Dimensions of all nislas•••••:,:,:::::::::••;•:•:',1•••••'•'•',.•••••'• Orarit'StSabn floor plari shoWing rack layout, aisios . . . • . ' . dinionsionS,Pf Make (hOigni; !.nd oxit ways on • • . : . ].StructOtalphIciJIOiicinSatinIped, by:a WI 0.. titid "Ong anglnoor (rack asfilagton',Ptatp;s:: sioragO:IYan 0Y 11. IloonOd,: ,A•.•••.• IESIDENTIAL EW SINGLE-FAMILY DWELLINGS/AP:5ITI9NS.::, j•Canii3lotod building permit application'' (Ona•••ifeitcincli ntrtiCturo • • Logo' clOscriptIon.• • Astislior Account Number :.••:, . Two Sot S:(2), Of.Working .• Foundation •01 an • aeCo#.:robuycring, showing . • .• • sndtongrti appeiss..)..!:::;:-..! .•., • „ • COMMERCIAL TENANT IMPROVEMENTs .. • . . . • • Assessor Account Nurnbor . .. ••••: . 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'!. F 'Y:i.' :,l.i ": '• :k: ,,:.i':C• ,.1:'• ..t„:'•::.:1i,:::,• 0...':i:t.,t:.t':. • "'-i 1. :;•-,,..•.1:. ,::.%: :;',•::„ 6:. ::,i • .:, •t::i' .• : ,••. :::$"...:•:;:..ti:,:•"..::ig:::,..:,,;.:',•:,..'::.......,: : ::,. •Assessor A661(i WinbPPs. „NP7..............i:ei*.9?1"it1f19i:it.. ii.;f,..:t. :.:*:•, t:,4,.:,:,,:*::i:::,: :,:4:" f•,,:l.::?i:':,i..,;:'. ,: 4,f 9i: i.. i..'.'..;:n material 661!0•........ . . ,, NOTE: .AciitifilE104:10t!9'is regRif° dpi1416 ifif fthleeiik:: „ ,4 • ',„ '„Ai,,4‘AT.iiii'?1.1g Comptotecl AssessorAc'oun Two (2) ' sots 01 Sito artd iAF1ii9;9 anIc.:'.1":...? p:.: • . " :' ':•r'0"• ;•:•ri•F.,'::'ie::::;.m;::•'•1i•.'.4::'•:s:.• ...' P::-..,?-. .....-. •' 0' ,.• r1..f e.i9iig..0.t.° k!iiiii!it°7iisiaFa?:isi1001T;accoe strPo•i;4cH1961tiil,:ii; argi1.1,thaY.,!r99ytId ' t as '"":••:•••'•gii:.:::••!•:::•,•ikti",i,•••;,:•'':''''''"' .stnIciPr ■•■•■•••■•■••••■■••■■•=0.1.1.1■1•11•••••■•••■•■•••■■••4 ••••• (alt • Structural framing plans.' ....••••:•••• •":••••••• Washington State Enorgy Coda :data 1.•" Cbrnplotocl utility permits E:ipplicatIOn';:,';,:s. Si k ":(6) sets of sito plans•showirig•• utiUtios ".: .•••• • • ••: a/an . and utility site plan may t)d• CoMbInod:. Soe 110i Parinit application and phocklistforSpe011iOSutiinittaf ropUIraMonta:!.:! • • ," " . fditional topographical and soils Information may bar:apt/trod tf uniquo • condilions. .• • • • ; . . . • • . • • • ... . • • .... " ::••RESIDENTIAL REMODELS Completed Ouliding••Onrnit fippilCnt1F)V,.. 9,99,', ........, .....ises...O....i.....:A...00r')...i.•Art Number V:;.•,:..,..,ii0,..,.;:.i:;;.i..::i:,':m :,;.:, ... 7y .,;.,.0......,,:,: ' !.'.'(.......'.2. ),,... -. ... c . • :, •:• l s:.;.. . 'sio' :::.•f •::7 w •.:.:.•"t•:i.' .: r;..:k-. in ..::.:.g...:.,.i;•:,.i:.,.:';::,.:d;..:•,:'.,....ra,.::::::::,':•:wN, ,: .:• ',•,:.:•. :•• ::•;. .:•:.n',•:::•:•;:••.:•:•g:•. •,• s:;:::i•::i:i.::•::•:y" -:.:*;:• • hi c• ::',:... .. ,•.h .:;,,• ; Inc q ,.si!o Pier ,, :, „FoUndal,0,•rIiii,,, , •:; ;99° ; 1 :,•• SUlis9ac,tnabans' ;e6eticr% 'M:i NOT rink:01/lirjk.:Wdrii../il.O':.e donoprovkie 11.(1 ............................. Completed Assessor AccountNumbor l., NarTall■ie desctlblng existing rOOmaterinfoing remove material NOTE: kaartifie,itioh.le4ei 16 re ;:•ol( re4 f� City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor Plan Check #91 -500: Boeing #21 -01 3417 S 120 P1 THE FOLLOWING COMMENTS APPLY TO AND BECOME P1ART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER l et 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. 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. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. 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. Phone: (206) 433.1800 • City Hall Fax (206) 433.1833 p Boeing #21 -01 Page 2 10. 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 (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 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. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -500 (513) John W. Rants, Mayor January 21, 1992 Re: Boeing Company Building #21 -01 - 3417 South 120th Place Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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 01528) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC .10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 2. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, /1Jb ?j) The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd ( INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. —(206) 431 -3670 'ro ect: % . 1 ..b ype o nsp Tess: 1 1 a , ao f , 1. _ :. - Special nstruct ons: / Date "ante: . '1L�.p.m, Requester:[,1 I Phone No. / pi 5 —, Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 0 '`INSPECTION RECORD 0 Retain a copy with permit S:E • '0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ---- •ar•lowe, (206) 431 -3670 Project: (fe`7 �(. .2-(, Ci Type of Inspection: �d 0c,44 5-t- kddress: 3 (( ,• (24 t'� ,7 S' Date Called: 3- ZS— p z Special Instructions: -De o ( 1.-) '7' 7 • 30 a . vn , Date Wanted: 3 '26, - 92- a p,m, Requester: Phone No,: G 2. , _.51/3 rff'z,- Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Pal ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. SPE • `o. CITY OF TUItWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t�Igei-, F`. '^ ".i:r.�c�- r..'.�..'.•'i.''_C. u�ti�i����`��'T ""„ S'�'�"'x{("; ?:���:7t ice. ., ' INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 'ro ec ; ,Q ) ype o nspedion; 1-.7 Address: a c�/ �% 7� /?.0-14- Date Called; a-34'2 Special Instructions; 2/-- © /'" / (9— /0.-3Q Date Wanted: 3 - Gf ( it I�.m. Requester: l fri _ ize,� Phone No.: )2l Approved per applicable codes. O Corrections required prior to approval. COMMENTS: t7•-. , 1 c r, r � rsr/ Zrit)2 (AM c 1-4 S' E'Sr ja. br--% A aJ 4.14a ,,.a, sk LePr w i'c—t4 TbtE C7..n ACME.. d- O 69 EtrY+ 2F-fl F R-. A IJ E--4 ( ICS . iecVSPes r1Sic . C7 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No Date: INSPECTION RECORD 00 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 'ro ect: �t tJC �I • o ( ype o nspe on: - Arta*te.d(A. r Date Called: c;--1-co —q - Address: 3q(1 S. (2-6 e- Special Instructions: f tom` •— Date Wanted: Requester: Phone No,: 3 13--- 5/ 8G ❑ Approved per applicable codes.,- ❑ Corrections required prior to approval. COMMENTS: nspector: 1. _�Z.., -•. ate :. - -0 % -U/2- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt No.: Vale: 40LA 4 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 190S Gary L. VanDusen, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Control No.//-...4_".., Permit No. 6i,%2E3 Project Name e:67 Address 3L/r7 Ja0,04. Suite -1====esnito Retain current inspection schedule Needs shift inspection < Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature DA e FINALAPP.FRM T.F.D. Form F.P. 85 p� r ��� Professional Service Industries, Inc. June 17, 1992 CITY OF TUKWILA 6200 Southcenter Blvd. Tukwila, WA 98188 Reference: Gentlemen: -01 Autoclave 6 E. Marginal Way Corporate Park PSI Report #712- 20028 -10 GEW)NOW/a0 JUN 221992 CITY OF 7j ,v ,A Pi. /INNING r7P r. This is to advise you that special inspections are complete for the referenced project. The following inspections were required: 1) Auger cast -in -place piling - grout 2) Resteel 3) Concrete placement & cylinders Special inspections were performed for the above activities and copies of reports have been sent to you. 1) Auger cast -in -place piling - grout 2) Resteel 3) Concrete placement & cylinders Although soils compaction testing was mentioned in the original proposal letter, none was requested or performed. All work inspected conformed to approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely rni e . Petermann Staff Engineer /Project Coordinator PROFESSIONAL SERVICE INDUSTRIES, INC. EWP/tls cc: BOEING /Carson Horner LUMPKIN INC MANSON CONSTRUCTION 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762-4664 • Fax: 206/763-2936 ProfeCiional Service Industr( s, Inc• Pittsburgh Testing Laboratory Division 7400•3n0 AVENUE S., SEATTLE. WA 0I3IO13 As A HUTUAL rn07CCT1C»I 70 CLICNT•, TIIC ro•LIC AN!) OUr•C•Vr., ALL ACrOAT• •AC /U••ITTCO Al TIC COH /IOCN VIAL rAOrC,TV Or CLItMT•, Arlo AUIOOAIiAT10N IOM rU /LICATIOHI of •TAT,;NCNT•. CONCLU•ION• on CKTnAC /• rn0.4 On ?I (CAPOING OUM nrrOAT• I• nt•C,vco x0001.0 OUn wnlTT rrl ArrnovAL, CONCRETE / GROUT / MASONRY / FIELD INSPECTION PROJECT: SOUTIICENTER MALL EXPANSION INSPECTOR: S. Schweyen ADDRESS: Tukwila, WA Form /SEA -43 REVISED: 6/18/92 DATE: 6/9/92 PERMIT a: REPORT fl: 712 - 20056 -5005 Weather: Ptly Cloudy Ambient Air Tamp :(•F) 70 -72 A) Approved Plans on Site: (X -Box) ( J YES NO B) Inspection Report (X- Boxes) ® Concrete ❑ Masonry ❑ Other of: Resteel ❑ Grout C) Items inspected: (X- Boxes) ❑ Footings ❑Auger Cast Piles ® Slab -on -Grade [Bother Structural ❑ Slab -on -deck ❑ Columns ❑ Walls ❑ Beams D) Location: (Be Complete) CONCRETE AND RESTEEL: Complete resteel inspection and inspect conc- rete Dlacement for structural slab on grade for D_, 3 pour strip f #1, lines 55 to 56.6 from D.8 to L and our stria 2 • .1 to L. E) Concrete - City Mix ❑ Design Mix fl 554 Cement Content: 5�5 sack Max. Size Aggregate: 3/4 Supplier: Cadman Slump (In.) 9 -6 % Air: Concrete Temp. ('F): 76 PTL Batch Ticket Received: YES ❑ NO (f F) Test Specimens Cast: x prisms. 6 x 12 cylinders. Required Strength 3000 psi Specified Age 28 days Number of Set no(s): Quantity of Material Placed: 397 Samples R A -P 9 A -F 10 A -D 11 A -F 22 cubic yards NOTE: Cylinders marked E and F for field cure tests. Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: various Reber Manufacturer: 11) Mortar: Type M ❑S ❑N ❑00 (X- Boxes) Cement Lime Sand Mortar. Temp. ('F): Parts Parts Parts I) Grout: Cement: Job Mix ❑ High Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): sacks Ready Mix ❑ Low Lift ❑ J) All items inspected are in conformance If not, explain, in detail: with approved plans and specifications: YES[y-], NO ❑ Note Action(s) taken regarding items of non - compliance: Items noted in summary of resteel inspection report #712-20056-5008, dated 6/8/92, corrected, added and completed in conformance with approved drawings prior to concrete placement today. 1 K) REMARKS: Cylinder samples taken at tI uck discharge end. Slump loss through pump and line approximately 1 ". CC: (1) JACOBS BROS /Roger Jakum (1) CENTER RIDGE DESIGN /L. Kuns (1) ABKJ /Brett Danielson (1) FOUSCHEE & ASSOCS /J;a1Rn H't)... (1) TUKWILA BLDG DEPT. / )wayia4rj,ge (1) PAC-TECH ENCRG /Steve Wilson Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. *Revisione made.tosection ';'' Profeiionai Service (ndustr,:;,$, Pt?pittsburgh Testing Laboratory Division 7400.3RO• AVENUE S„ SEATTLE. WA oatOe I Al A NUTUAL PAO7CCTION TO CLI(HTR, TN( •U•LIC AND OUAS(LVCS. Alt. R(PORT$ ARC SUPMITTCO AS TN( CONYIOCHTIAL rAOr(ATY Or CLICHTS. AND AUTHONI:ATION •ON PU•LICATION Or STAT(HCHTS. CONCLUSIONS ON (ATAACTA rSOM OA RCOAROINO OVA ACrONTS I• ALSLRVCO PLNOINC OUA WAITTCN APrROVAI. CONCRETE / GROUT / MASONRY / BUILDING 21 -01 AUTOCLAVE! 6 PROJECT: BOEING INSPECTOR: J. Schaible'', W/0 IIDCA -9- 92843 -003 '.;, A) Approved Plans on�•:,:ji; Site': (X -Box) ® ,YES ❑ NO DATE: /26/92 FIELD INSPECTION Form ISEA -43 ADDRESS: E. Marginal Corporate Park, Tukwila Weather: PERMIT 6923 •REPORT #:712-20028-9 Fog Ambient Air Temp :(•F) 44 B). Inspection Report of: (X- Boxes) (I Concrete ❑ Masonry ❑ Other (RI Resteel ❑ Grout C) Items inspected: (X- Boxes) ❑ Footings ❑Auger Cast Piles ❑ Slab -on -Grade Other Pile cap ❑ Slab -on -deck ❑ Columns ❑ Walls ❑ Beams D) Location: (Be Complete) Pile caps and Blab for equipment foundation. ' E) Concrete - City Mix ❑ Design Mix N 11X Cement Content: 6.5 Max. Size Aggregate: 7/8 Supplier: Miles Slump (In. ) ,, 3 % Air: Concrete Temp. ( °F): 72 PTL Batch Ticket Received: YES ❑ NO F) Test Specimens Cast: x prisms. 6 x 12 cylinders. Required Strength 4000 psi Specified Age Quantity of Material Placed: 26 cubic yards 28 days Number of Samples 3 Set no(s)s 3 A -C G) Reinforcing Steels Grade Specified: 60 Grade Used: 60 Sizes Used: #7 Reber Manufacturer:, H) Mortar: Cement Lime Sand ! Mortar Temp. Type M❑S❑N❑O❑ (X- Boxes) Parts Parts Parts I) Grout: ''Cement: Job Mix • sacks ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ( °F): J) All items inspected are in conformance; with approved plans and specifications: YES CD NO ❑ If not. explain, in detail: Note Action(s) taken regarding items o non - compliance: ;NINE- APR 02 1992 CtT Y UI I u (V LA EPT. K) REMARKS:6i cu /yd clean up load took approximately 1/2 hour to arrive. 1 hour old when 6} yard load was placed on top. Some setting of • concrete was consolidated with new using vibrator. cc: (1) BOEING /Carson Horner M/S 4H -07 (1) LUMPKIN INC (1) ''TUKWILA;;BLDG - DEPT,:. (1) MANSON CONST k='';; '? /cab • Concrete was•a''roximatel concrete had taken place. Old Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. E�; Professional Service Industries REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: Carson Horner BOEING SUPPORT SERVICES PO Box 3707, M/S 4H -07 Seattle, WA 98124 -2207 DATE: March 26, 1992 Ia om- ;EI V 1 I APR 2 4 Cr 1 , 9z PLANNING d VV rLA EAT PROJECT: BUILDING 21 -01, AUTOCLAVE 6 E. Marginal Way Tukwila, WA Pemit #6923 Work Order N.: Corporate Park DCA- 9- 92843 -003 OUR REPORT NO.: 712 - 20028 -009 E LOCATION OF POUR: Pile caps /slab for equipment foundation DATE POURED 3/26 TIME 8:00 SLUMP, IN. 3 AIR CONTENT, % AIR TEMPERATURE, °F 45 CONCRETE TEMPERATURE, °F 72 DATE RECEIVED IN LAB 3/27 FIELD DATA SUBMITTED BY J. Schaible MIX DATA SUBMITTED BY Miles FIELD DATA QUANTITY OF MATERIAL PLACID 26 cubic yards SUPPLIER Miles DELIVERY TICKET NO, 198208 MIX NUMBER AND PROPORTIONS 11X 61111 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH 30.6 gallons 148041... 182044 4.6 oz. AEA 4000 psi @ 28 days COMPRESSION TEST RESULTS (NOMINAL. CYLINDER SIZE 6' x 12') LAO PIO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PS1 1904 3 A 4/02 7 4600 1905 3 B 4/23 28 1906 3 C 4/23 28 Speclllcstlons 28 4000 CC: (1) (1) /tls Rs! A2002 BOEING /Carson Horner (M /S 4H -07) LUMPKIN INC MANSOiNi6CONST'% REMARKS X Cylinders made by PSI represenlal,ve Cylinders made by Architect's or Contractor's represenlakve Cylinders picked uo by PSI representahve Cylinders delivered to PSI laboratory Test results Comply with aoohcaole _ specdreal'ons Test results do nol comply with applicable specrbcahons TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 208/782-4884 • Fax: 208/783-2938 PROJECT: ;Profe .;ional ;Service Industr :s, Inc. Pittsburgh Testing Laboratory Division 7400.3fD AVENUE S., SEATTLE. WA 98108 A• A MUTUAL PROTECTION TO CLI(NT•. TN( PU•LIC ANO OUCC(LY KC, ALL RCIO TS ARE CU•MITTCO AS THE COMPIOCNTIAI. PROICATY OP CLICHT•, AND AUTMORITATI N TOR PUBLICATION Or •TATCMKHT•. CONCLUCION• ON CKTRACT• PROM OR 11CCA1101 C OUR REPORTS I• RK•KRVKO PENDING OUR WRITTEN ArrROVAL. CONCRETE / GROUT / MASONRY / BOEING BUILDING 21 -01 AUTOCLAVE :6 INSPECTOR: R. Hansen W/O 1 /DCA -9- 92843 -003 DATE: 3/19/92 FIELD INSPECTIOr Form /SEA -43 W.6 2 4 1992 ADDRESS: E. Marginal Corporate Park, Tukwila PERMIT #: 6923 REPORT 11:712- 20028 -8 Weather: Clear Ambient Air Temp :(•F) 58 A) Approved Plans on Site: (X -Box) ® YES C] NO Inspection Report of: (X- Boxes) ❑ Concrete ❑ Masonry ❑ Other ❑ Resteel ® Grout C) Items inspected: (X- Boxes) ❑ Footings ® Auger Cast Piles ❑ Slab -on -Grade ❑ Other ❑ Slab -on -deck ❑ Columns ❑ Walls ❑ Beams D) Location: (Be Complete) Tank pad addition- auger cast pile E) Concrete - City Mix ❑ Design Mix b 3669 Cement Content: 10 sacks Max. Size Aggregate: bldg sand Supplier: Lonestar Slump (In.) Fluid % Air:� Concrete Temp. ('F): 67 PTL Batch Ticket Received: YES ❑ NO F) Test Specimens Cast: Number of Samples '2 X 2 prisms. Set no(s): G6 A_F x cylinders. Required Strength 4000 Specified Age 28 Quantity of Material Placed: psi days 8 cubic yards G) Reinforcing Steel: Grade Specified: '60 Grade Used: 60 Sizes Used: #4, #6, and #9 Rebar Manufacturer: H) Mortar: Type M❑S ❑N 000 (X- Boxes) Cement Lime Sand ' Mortars Temp. ('F): Parts Parts Parts I) Grout: Cement: Job Mix sacks ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): All items inspected are in conformance iwith approved plans and specifications: YES ❑ NO ❑ If not, explain, in detail: Note Action(s) taken regarding items of non - compliance: REMARKS: CC: (1) BOEING /Carson Horner M/S 4H -07 (1) LUMPKIN INC (1) : T1J.KKI BLD9 PEPT:''•' _.. (WMANSON ;CONST • /em Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 0 /°�� ® Professional Service Industries, Inc. REPORT OF GROUT COMPRESSION TEST TESTED FOR: Carson Horner BOEING SUPPORT SERVICES P 0 Box 3707, M/S 4H -07 Seattle, WA 98124 -2207 DATE: March 19, 1992 PROJECT: BUILDING 21 -01, AUTOCLAVE 6 ' E. Marginal Way Corporate Park .Tukwila, WA Permit 116923 Work Order 11: DCA- 9- 92843 -003 OUR REPORT NO.: 712 - 20028-008 LCCATICNI OF POUR: Auger cast pile 117 DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUT TEMPERATURE, DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY °F 3/19 11:15 fluid 58 67 3/20 R. Hansen Lone Star FIELD DATA QUANTITY OF MATERIAL PLACED 8 cubic yards SUPPLIER Lone S tar DELIVERY TICKET NO. 574745 MIX NUMBER AND PROPORTIONS 3669 CEMENT 94011 WATER 52 gallons* FINE AGGREGATE 280011 (bldg sand) COARSE AGGREGATE ADMIXTURE 38 oz. 100XR. DESIGN STRENGTH 4000 psi @ 28 days COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 2 x 2) *20 gallons water added upon arrival REMARKS X Cylinders made by PSI rcpresenlalive LAB NO CUSTOMER NO TYPE CURINO DATE TESTED AGE DAYS COMPRESSIVE STRENOTH.'PSI 1717 G -6 A 3/26 7 5265 1718 G -6 B 3/26 7 5415 1719 G -6 C 4/16 28 1720 G -6 D 4/16 28 1721 G -6 E Hold 1722 G -6 F Hold speclltcatIons 28 4000 cc: (1) BOEING /Carson Horner (M /S 4H -07) (1) LUMPKIN INC (1) TUKWILA BLDG DEPT (1) MANSON CONST /tls PSI A•200.2 Cylinders made by Archilecl's or Contractor's representative. X Cylinders picked up by PSI represenlelivo. Cylinders delivered to P51 laboratory Test mulls comply with applicable specifications. Test resulls do not comply with _4 applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206 /762 -4664 • Fax: 206/763.2936 c Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: Carson Horner BOEING SUPPORT SERVICES PO Box 3707, M/S 4H -07 Seattle, WA 98124 -2207 DATE: March 3 , 1992 PROJECT: BUILDING 21 -01, AUTOCLAVE 6 E. Marginal Way Corporate Park Tukwila, WA Pemit #6923 Work Order N.: DCA -9 -92843 -003 OUR REPORT NO.: 712 -20028 -007 LOCATION OF POUR: Slab -on- grade, pile DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 3/3/92 10:50 31 FIELD DATA cap, footing adjacent to building on QUANTITY OF MATERIAL PLACED 52 60 3/4/92 E.W. Petermann Miles S &G. • SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH north side. 61/2 cubic yards Miles 196649 61 sacks 30.6 gallons 1480# 1820# (7/8 ") AEA 4000 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SI2E 6' x 12') LAB NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH PSI 1344 2 -A 3/10 7 4490 1345 2 -B 3/31 28 4950 1346 2 -C 3/31 28 5240 Specifications 28 4000 cc: (1) BOEING /Carson Horner (1) LUMPKIN:INC .(1 :: TUKWI3 A' BLDG DEPT'' (1) MANSON CONST /sm /tis PSI AMT7 (M /S 4H- REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or Contractor's representative Cylinders picked et) by PSI X representative Cylinders delivered 10 PSI laboratory Test results comply with aopncnble X soec'I'Calions Test results do not comply with applicable specifications TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully sulvitted, PRDFISSICNAL SERVICE INDUSTRIES, BC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762 -4664 • Fax: 206/763.2936 rPg"liNwir#788:12:71t° PROJECT: ProfeC iional . Service Industr ..s, Inc. Pittsburgh Testing Laboratory Division 7400.3nD AVENUE S.. SEATTLE, WA 00108 Al A MUTUAL PROTECTION TO CLICHTI, THE PU •LIC AND OUR•CLVC•. ALL RCPOAT/ ARE •U•MITT•O Al TM( COWIDLNTIAL PROPERTY or CLIENT,. AND AUTHORIZATION FOR PU •LIGATION or $ ATCNCHT•, CONCLU•ION• ON CATRAGT/ rtioN ON RCCAROINC OUR RCPONT• I• 11[•[11 VCO PENDING OUR wIITTCH AIPROvAI, CONCRETE / GROUT / MASONRY / FIELD INSPECTION BOEING BUILDING 21 -01 AUTOCLAVE 6 Form /SEA -43 ADDRESS: E. Marginal Corporate Park, Tukwila INSPECTOR: E. W. Petermann DATE: 3/3/92 PERMIT fl: 6923 Weather: W/0 41DCA -9- 92843 -003 REPORT $:712- 20028 -7 Overcast /lt rainAmbient Air Temp :(•F) 52 A) Approved Plans on Site: (X -Box) 0 YES ❑ NO Inspection Report of: (X- Boxes) ® Concrete ❑ Masonry ❑ Other Resteel ❑ Grout C) Items inspected: (X- Boxes) ® Footings ❑ Auger Cast Piles ® Slab -on -Grade ® Other Pile cap ❑ Slab -on -deck ❑ Columns ❑ Walls ❑ Beams D) Location: (Be Complete) Combination slab /footing /pile cap for cooling tower, immediately adjacent to building, north side. E) Concrete - City Mix ua Design Mix q Cement Content: 6114 Max. Size Aggregate: 7/811 Supplier: Miles S &G Slump (In.) 31 % Air: Concrete Temp. ('F): 60 PTL Batch Ticket Received: YES ❑ NO ❑ F) Test Specimens Cast: x prisms. 6 x 12 cylinders. Required Strength 4000 Specified Age 28 psi days Number of Samples 3 Set no(s): 7 A -r Quantity of Material Placed: 61 cubic yards Placed directly from truck chute. G) Reinforcing Steel: Grade Specified: Grade Used: Sizes Used: Reber Manufacturer: 60 60 7 )() Mortar: Type M❑S❑N000 (X- Boxes) Cement Lime Sand Mortar Temp. ('F): Parts Parts Parts Grout: Cement: Job Mix 0 High Lift ❑ Cleanouts Inspected: YES ❑ No ❑ Grout Temp. ('F): . sacks Ready Mix ❑ Low Lift ❑ J) All items inspected are in conformance with approved.,plans and specifications: YES E@ NO ❑ If not. explain, in detail: Note Action(s) taken regarding items of non - compliance: K) REMARKS: Tukwila city inspector, G: :I.Schenk on site before placement. cc: (1) BOEING /Carson Horner M/S 4H -07 (1) LUMPKIN INC (1)' .Tt I WILA $LDG:.DEPT ' (1) MANSON CONST /sm Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. ,���► Prof .iional Service IndustL.::s, Inc. Pittsburgh Testing Laboratory Division PROJECT: 7400.380 AVENUE S., SEATTLE. WA 00108 AS A MUTUAL PROTECTION TO CLIENTS. THE IU•I.IC ANO OURSELVES. ALL RE PORTS ARE .U.UITT(O Al TH( CON11O(NTIAL PROPER/V O/ CLIENT•, ANO AUTNORI(ATION IOR /U•LICATION or STATEMENT.. CONCLUSIONS OR EXTRACT. IRON OR REGARDING OUR REPORTS 1. R(.(RVEO P(HOIHO OUR WRITTEN A /PROVAL. Form /SEA -43 CONCRETE / GROUT / MASONRY / FIELD INSPECTION BOEING BUILDING 21 -01 AUTOCLAVE 6 ADDRESS: E. Marginal Corporate Park, Tukwila INSPECTOR: M. Kaup W/0 41DCA -9- 92843 -003 DATE: 2/27/92 PERMIT if: 6923 REPORT # :712- 20028 -6 Weather: Clear . Ambient Air Temp :(•F) 47 A) Approved Plans on Site: (X -Box) ® YES ❑ NO 8) Inspection Report of: (X- Boxes) ag Concrete ❑ Masonry ❑ Other I Resteel ❑ Grout C) Items inspected: (X- Boxes) ❑ Footings ❑Slab- on -decN ❑Auger Cast Piles ❑Columns ❑ Slab -on -Grade ❑ Walls ®Other )?ilecap.and Trench D) Location: (Be Complete) Pilecap Al Trench C E) Concrete - City Mix ❑ Design Mix # 11X Cement Content: 61 sacks Max. Size Aggregate: 7/8" Supplier: Miles S &G Slump (In.) 4 % Air: Concrete Temp. (•F): 68 PTL Batch Ticket Received: YES ❑ NO ❑ Reinforcing Steel: Grade Specified: Grade Used: Sizes Used: Rebar Manufacturer: G) F) Test Specimens Cast: x prisms. 6 x 12 cylinders. Required Strength 4000 psi Specified Age 28 days Quantity of Material Placed: Number of Samples 3 Set no(s): 1 A -C 21 cubic yards 60 60 #5 and #7 i() Mortar: Type M❑S ❑N 000 (X- Boxes) Cement Lime Sand Mortar Temp. (•F): Parts Parts Parts Grout: Cement: Job Mix ❑ sacks Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. (•F): J) All items inspected are in conformance with approved plans and specifications: YES ® NO ❑ If not. explain, in detail: Note Action(s) taken regarding items of non - compliance: K) REMARKS: CC: (1) BOEING /Carson Horner (1) LUMPKIN INC (1) TUKWILA .BLDG DEPT;: (1) MANSON CONST /sm IBBEgg M/S 4H'-07 R spec tfully submitted, [MAR 03 1992P OFEESIONAL SERVICE INDUSTRIES CITY •1= I JKWILA PLANNING DEPT. INC. rEgai Professional Service Indust es,�d 1 \ r� Viia 11 MAR 2 0 1992 REPORT OF CONCRETE COMPRESSION TEST 17;11'1` 5i' .Ll,>` TESTED FOR Carson Horner BOEING SUPPORT SERVICES PO Box 3707, M/S 4H -07 Seattle, WA 98124 -2207 DATE: February 27, 1992 PROJECT: BUILDING 21 -01, AUTOCLAVE 6 E. Marginal Way Corporate Park Tukwila, WA Pemit #6923 Work Order N.: DCA -9 -92843 -003 OUR REPORT NO.: 712 - 20028 -006 LOCATION OF POUR: Pile cap A, trench C. DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 2/27/92 4 47 68 2/28/92 M. Kaup Miles S &G FIELD DATA QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO, MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH 21 cubic yards Miles S &G 196320 11X 611# 30.6 gallons 1480# 1820# (7/8 ") 4.6 oz (Micro -air) 4000 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' x 12') LAG NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH P51 1234 1 -A 3/05 7 4390 1235 1 -B 3/26 •28 1236 1 -C 3/26 28 Specifications 28 4000 CC: (1) BOEING /Carson Horner (M /S 4H -07) (1) INC • ''PU;,UMPICJN (1) MANSON CONST PSI A 7110 7 REMARKS X Cylinders made by PSI representative Cylinders made by Architect's or _ Contractor's representative X Cylinders picked up by PSI , X represenlalrve. Cylinders delivered to PSI laboratory Test results comply with applicable specdlcations Test results do not comply with ' applicable specilicatlons TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully sulxld.tted, PROFESSI(t AL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 Arrali Professional Service Industries, REPORT OF GROUT COMPRESSION TEST TESTED FOR: Carson Horner BOEING SUPPORT SERVICES P 0 Box 3707, M/S 4H -07 Seattle, WA 98124 -2207 DATE: February 18, 1992 1,11AR 2 4 1992 CI PROJECT: BUILDING 21 -01 i- - AURaAj E. Marginal Way Corporate Park Tukwila, WA Permit //6923 Work Order /1: DCA- 9- 92843 -003 OUR REPORTNO.: 712 - 20028 -005 LOCATION OF POUR: Piles 17 and 18 DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUT TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 2/x.8. fluid 45, rain 71 2/19 M Kaup Lone Star FIELD DATA QUANTITY OF MATERIAL PLACED 7 cubic yards SUPPLIER - Lone Star DELIVERY TICKET NO. 556341 MIX NUMBER AND PROPORTIONS 3669 CEMENT 940# WATER 52 gallons + 40 FINE AGGREGATE 2600/ (Bldg sand) COARSE AGGREGATE ADMIXTURE 38.00 POZZ 100XR DESIGN STRENGTH 4000 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 2 x 2) LAB. NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH, PSI 0981 G -5 A 2/25 7 4510 0982 G -5 B 2/25 7 4630 0983 G -5 C 3/17 28 6875 0984 G -5 D 3/17 28 6295 0985 G -5 E Hold 0986 G -5 F Hold Specifications 28 4000 cc: (1) BOEING /Carson Horner (M /S 4H -07) (1) LUMP41.11, (1) TUKWZLA BLDG DEPT (1) MANSON CONST /tls PSI A.200 2 REMARKS, X Cylinders made by PSI representative Cylinders made by Architect's or Contractor's representative. Cylinders picked up by P51 represenlalive. Cylinders delivered to PSI laboratory X Test results comply with applicable _ specifications. Test results do not comply with applicable speciticalions. TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 o Phone: 206 /762 -4664 • Fax: 206/763-2936 r Profe. ional Service Industr► Inc. Form /SEA -43 ��►' Pittsburgh Testing Laboratory Division 7400.3RO AVENUE 5 SEATTLE. WA 00108 NUM „ SE TT�E. 8109 AS A MUTUAL •.Ol(CTION TO CLICNT•. TM( •U•LIC ANO OU . ALL R ARC •U•AIITTCO Al TN( CONIIOCNTIAL ra0 or CLICNT•, ANO•.AUTNORI •O11 •U•LICATION Or .TATCMCNTS. CONCLUtIONs OR CRTRACT• /ROM OR ACC OUR RC►ORTI Is RCICRVCO rCNOl10 OUR WR1TTCN Aer110VAL, CONCRETE / GROUT / MASONRY / FIELD INSPECT PROJECT: BOEING BUILDING 21 -01 AUTOCLAVE 6 PORTS ATION OINC FEB 2 5. 1992 OH CITY F TUKWILA PLANNING DEPT. ADDRESS: E. Margina — Corporate Park, Tukwila INSPECTOR: M. Kaup DATE: 2/18/92 PERMIT 0: 6923 REPORT 8:712- 20028 -5 Weather; rain Ambient Air Temp :('F) 45 A) Approved Plans on Site: (X -Box) ® YES ❑ NO B) Inspection Report of: (X- Boxes) ❑ Concrete ❑ Masonry 0 Other Resteel (2g Grout C) Items inspected: (X- Boxes) ❑ Footings ❑ Slab- on -dec; ® Auger Cast Piles ❑ Columns ❑ Slab -on -Grade ❑ walls ❑ Other ❑ Beams D) Location: (Be Complete) Piles 17 and 18 E) Concrete - City Mix ❑ GROUT Design Mix 8 3669 Cement Content: 10 sack Max. Size Aggregate: sand Supplier: Lone Star Slump (In.) fluid % Air: Concrete Temp. ('F): 71 PTL Batch Ticket Received: YES ❑ NO❑ G) Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: #4, X16, #9 Rebar Manufacturer: Test Specimens Cast: 2 x 2x 2 prisms. x cylinders. Required Strength 4000 psi Specified Age 28 days Quantity of Material Placed: 7 cubic yards Number of Samples Set no(s)1G-5 A -F II) Mortar.: Type M❑S ❑N 000 (X- Boxes) Cement Lime Sand Mortar Temp. ('F): Parts Parts Parts Grout: Cement: sacks Job Mix 0 Ready Mix ❑ Nigh Lift❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. (lF): J) All items inspected are in conformance with approved plans and specifications: YES ED NO ❑ If not. explain, in detail: Note Action(s) taken regarding items of non - compliance: K) REMARKS: cc: (1) BOEING /Carson Horner M/S 4H -07 (1) LUMPKIN INC (1) 1WILA :; BLDG ,;;DEPT , .. (1) MANSON CONST /tls Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. REPORT OF GROUT COMPRESSION TEST TESTED FOR: Carson Horner BOEING SUPPORT SERVICES P 0 Box 3707, M/S 4H -07 Seattle, WA 98124 -2207 DATE: February 17, 1992 PROJECT: BUILDING 21 -01, AUTOCLAVE 6 E. Marginal Way Corporate Park Tukwila, WA Permit 116923 Work Order 11: DCA- 9- 92843 -003 OUR REPORT NO.: 712 - 20028 -004 ILCATION OF POUR: Piles 1113, 14 & 15 DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GKXT]: TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 2/17 fluid 47, light rain 73 2/18 M. Kaup Lone Star FIELD DATA QUANTITY OF MATERIAL PLACED 7 cubic yards SUPPLIER ' Lone Star DELIVERY TICKET NO. 555583 MIX NUMBER AND PROPORTIONS 3669 CEMENT 940# WATER 52 gallons + 70 FINE AGGREGATE 260011 (bldg sand) COARSE AGGREGATE ADMIXTURE 38.00 POZZ 100XR DESIGN STRENGTH 4000 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 2 x 2) LAB. NO CUSTOMER NO TYPE CURING DATE TESTED AOE DAYS COMPRESSIVE STRENGTH. PSI 0935 G -4 A 2/24 7 4810 0936 :• G -4'B 2/24 7 4710 0937 G -4 C 3/16 28 6615 0938 G -4 D 3/16 28 6655 0939 G -4 E Hold 0940 G -4 F Hold Specifications 28 4000 cc: (1) BOEING /Carson Horner (M /S 4H -07) (1) LUMPKIN INC (1) TUKWILA BLDG DEPT (1) MANSON CONST /tls PSI A•200.2 REMARKS ' X Cylinders made by PSI representative Cylinders made by Architect's or _ Contractor's representative, X Cylinders picked up by PSI _ representative. Cylinders delivered to PSI laboratory X Test results comply with applicable _ specifications. Test results do no1 comply wilh applicable specilicalions. TYPE OF FRACTURE. IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 ��; Professional Service Industries, Inc. REPORT OF GROUT COMPRESSION TEST TESTED FOR: Carson Horner BOEING SUPPORT SERVICES P 0 Box 3707, M/S 4H -07 Seattle, WA 98124 -2207 DATE: Februaryl4, 1992 PROJECT: BUILDING 21 -01, AUTOCLAVE 6 ' E. Marginal Way Corporate Park Tukwila, WA Permit #6923 Work Order #: DCA -9 -92843 -003 OUR REPORT NO.: 712- 20028 -003 LOCATION OF POUR: Auger piles #11, and #12. FIELD DATA DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUT TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 2/14/92 fluid 48 74 2/15/92 M. Kaup Lonestar QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT, WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH 7 cubic yards Lonestar 555565 3167 940# (Type I) 52 Gals. 2600# (bldg sand) 38 oz (pozz 100MR) 4000 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 2 x 2) LAB NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH. PSI 0919 G3 -A 2/21 7 5070 0920 G3 -B 2/21 7 4630 0921 G3 -C 3/13 28 6590 0922 G3 -D 3/13 28 6760 0923 G3 -E Hold 0924 G3 -F Hold Specifications cc: (1) BOEING /Carson Horner (MIS 4H -07) (1) LUMPKIN INC (1) TUKWILA BLDG DEPT (1) MANSON CONST PSI A.'00.2 REMARKS'.' X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. X Cylinders picked up by PSI _ represenlalive. Cylinderd delivered to PSI laboratory, Test mulls comply wilh applicable X specifications. Test results do nol comply with applicable specilicalions. TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. /sm 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206 /762.4664 • Fax; 206/763-2936 Professional Service Industries, Inc. REPORT OF GROUT COMPRESSION TEST TESTED FOR: Carson Horner BOEING SUPPORT SERVICES P 0 Box 3707, M/S 4H -07 Seattle, WA 98124 -2207 DATE: February 13, 1992 PROJECT: BUILDING 21 -01, AUTOCLAVE 6 E. Marginal Way Corporate Park Tukwila, WA Permit #6923 Work Order #: DCA- 9- 92843 -003 OUR REPORT NO.: 712- 20028— 002 LOCATION OF POUR: Piles #6 to #10. DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUT TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 2/13/92 fluid 45 2/14/92 M. Kaup Lonestar FIELD DATA QUANTITY OF MATERIAL PLACED 7 cubic yards SUPPLIER DELIVERY TICKET NO, MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH Lonestar 555484 3669 940# (Type 1) 52 Gals. 2600# (bldg sand) 38 oz (Pozz 100xR) 4000 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 2 x 2) LAB NO CUSTOMER NO TYPE CURING DATE TESTED AM DAYS COMPRESSIVE STRENGTH. PSI 0905 G2 -A 2/20 7 4620 0906 G2 -B 2/20 7 4935 0907 G3 -C 3/12 28 0908 G3 -D 3/13 28 0909 G3 -E Hold 0910 G3 -F Hold Specifications cc: (1) BOEING /Carson Horner (M /S 411-07) (1) LUMPKIN INC (1) TUKWILA BLDG DEPT (1) MANSON CONST PSI A.200.2 REMARKS X Cylinders made by PSI represenlalive. Cylinders made by Architect's or _ Contractor's representative. X Cylinders picked up by PSI _ represenlalive. Cylinders delivered to PSI laboratory. Test results comply with applicable specilicalions. Test results do not t:ompty with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4664 • Fax: 206/763.2936 Professional Service Industries, Inc. REPORT OF GROUT COMPRESSION TEST TESTED FOR: Carson Horner BOEING SUPPORT SERVICES P 0 Box 3707,' M/S 4H -07 Seattle, WA 98124 -2207 DATE: Februaryl4, 1992 PROJECT: BUILDING 21 -01, AUTOCLAVE 6 ' E. Marginal Way Corporate Park Tukwila, WA Permit, #6923 Work Order II: DCA -9- 92843 -003 OUR REPORT NO.: 712- 20028 -003 LOCATION OF POUR: Auger piles #11, and #12. FIELD DATA DATE POURED TIME SLUMP, IN, AIR CONTENT, % AIR TEMPERATURE, °F GROUT TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 2/14/92 fluid 48 74 2/15/92 M. Kaup Lonestar QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH 7 cubic yards Lonestar 555565 3167 940# (Type I) 52 Gals, 2600# (bldg sand) 38 oz (pozz 10020 4000 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 2 x 2) LAB NO CUSTOMER NO TYPE CURING DATE TESTED AGE DAYS COMPRESSIVE STRENGTH. PSI 0919 G3 -A 2/21 7 5065 0920 G3 -B 2/21 7 4625 0921 G3 -C 3/13 28 0922 G3 -D 3/13 28 0923 G3 -E Hold 0924 G3 -F Hold Specifications cc: (1) BOEING /Carson Horner (M /S 4H -07) (1) LUMPKIN INC (1) TUKWILA BLDG DEPT (1) MANSON CONST /sm 7400 Third Avenue South • Seattle, WA PSI A.?00.2 REMARKS X Cylinders made by PSI represenlalive, Cylinders made by Architect's or Contractor's representative. X Cylinders picked up by PSI _ represonlalive. Cylinders delivered to PSI Laboratory. Test results comply wIlh applicable specilicellons. Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 98108 e Phone: 208 /762.4684 • Fax: 206/763.2938 a�.+er Profe,_:.;ional Service Indust: ;:s, Inc. ifiliamiumillw �T'��' Pittsburgh Testing Laboratory Division 7400•3R0 AVENUE S.. SEATTLE. WA 98100 •• A NUTUAL P11OT(CT1ON TO CLICNT•. TN( •U•LIC AND OUA•(LV(•, ALL 11(PO1Tt AAC .U.NITTED AI T■t CONy1DCHTIAL r11OI(11YY OP CLICNT•, ANO AU114011IIATION VOA DUPLICATION Or •TATCNtHT.. CONCLUSION[ Olt tKTAACT• IRON 011 11(CAADINC OUR RtPOAT• IN 11t•t1VE0 r(NDI■C OUR WAITT(H ArrHOvAL, CONCRETE / GROUT / MASONRY / FIELD INSPECTION Form /SEA -43 PROJECT: BOEING BUILDING 21 -01 AUTOCLAVE 6 ADDRESS: E. Marginal Corporate Park, Tukwila INSPECTOR: M. Kalil? DATE: 2/11/92 PERMIT )): 6923 REPORT #:712- 20028- 2 Weather: Rain Ambient Air Temp :(•F) 45 A) Approved Plans on Site: (X -Box) ® YES ❑ NO Inspection Report of: (X- Boxes) ❑ Concrete ® Resteel ❑ Masonry 121 Grout ❑ Other C) Items inspected: (X- Boxes) ❑ Footings ❑Slab -on -deck ® Auger Cast Piles ❑Columns ❑Slab -on -Grade ❑ Walls ❑ Other ❑ Beams D) Location: (Be Complete) Piles 6 to 10 E) Concrete - City Mix ❑ Design Mix q 3669 Cement Content: 10 sacks Max. Size Aggregate: sand Supplier: Lonestar Slump (In.) fluid% Air: Concrete Temp. ('F): 73 PTL Batch Ticket Received: YES ❑ NO ❑ F) Test Specimens Cast: 2 x 2 x 2 prisms. x cylinders. Required Strength 4000 psi Specified Age 28 days Quantity of Material Placed: Number of Samples Set no(s): G2 A -F 7 cubic yards G) Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: #4, 6, 9 Rebar Manufacturer: 11) Mortar: Type M ❑S ❑N ❑O❑ (X- Boxes) Cement Parts Lime Parts Sand Parts Mortar Temp. ('F): I) Grout: Cements sacks Job Mix ❑ Ready Mix ❑ High Lift ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): J) All items inspected are in conformance with approved plans and specifications: YES ❑ NO ❑ If not. explain, in detail: Note Action(s) taken regarding items of non - compliance: K) REMARKS: cc: (1) BOEING /Carson Horner M/S 4H -07 (1) LUMPKIN INC (1) TUKWILMBLDG.:: DEP_T:„ (1) MANSON CONST /sm Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. ��s Professional Service Industri REPORT OF GROUT COMPRESSION TEST TESTED FOR: Carson Horner BOEING SUPPORT SERVICES P 0 Box 3707, M/S 4H -07 Seattle, WA 98124 -2207 DATE: February 12, 1992 I r g " I �'1A R 19 1992 alT w ::rte ;UVIt. — 1 .1zik i NI N ,DEPT PROJECT: BUILDING 21-01, AUTOCLAVE-6 ~- E. Marginal Way Corporate Park Tukwila, WA :. Per i it' #6923 Work Order #: DCA- 9- 92843 -003 OUR REPORT NO.: 712 - 20028— 001 LOCATION OF POUR: Auger east piles #1 to #10 FIELD DATA DATE POURED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUT TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 2/12/92 fluid 46 72 2/13/92 M. Kaup Lonestar QUANTITY OF MATERIAL PLACED SUPPLIER DELIVERY TICKET NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DESIGN STRENGTH 20 cubic yards Lonestart 555440 3669 940# (Type I) 52 Gals. 2600 #((bldg Sand) 38•oz (gozz 100xR) 5000 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 2 x 2) LAB NO CUSTOMER NO TYPE CURING OATE TESTED AGE DAYS COMPRESSIVE STRENGTH. PSI 0893 G1 -A 2/19 7 5270 0894 G1-B 2/19 7 5470 0895 G1 -C 3/11 28 6750 0896 G1 -D 3/11 28 7300 0897 G1 -E Hold 0898 G1 -F Hold Specifications cc: (1) BOEING /Carson Horner (M /S 4H -07) (1) LUMPKUNrINC:.;:;,.w:, (1) TUKWYLA,BLDG4'DEPTE (1) MANSON CONST 7400 Third Avenue South • PSI A•200.2 REMARKS X Cylinders mode by PSI representative. Cylinders made by Archllect's or Contractor's representative. X Cylinders picked up,by PSI reprosenlalive. Cylinderd delivered to PSI laboratory, Teat results comply wIlh applicable —X_ specilicallons. Test results do nol comply with _ - applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Seattle, WA 98108 • Phone: 206/762-4664 • Fax: 206/763 -2936 Profe iional Service Industr, s, Inc. Pittsburgh Testing Laboratory Division 74OO.311D AVENUE S „SEATTLE, WA onto° AS A MUTUAL PROTECTION 10 CLt(NT$. INC PUBLIC ANO OURS(LVCS. ALL REPORTS ARC IUSMITTCO AI THE COHYIOCHTIAL r.OrCRTT Or CLICHT•, ANO AUTN0R11A710N FOR rUSLICATION Or •TATCN(NT•. CONCLUSIONS OR CRTRACT• fROM OM REGARDING OUR RCrORTS IS RCS(RV(O r(NDINC OUR WRITTEN Arr,OVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION PROJECT: BOEING BUILDING 21 -01 AUTOCLAVE 6 INSPECTOR: M. Kaup DATE: 2/12/92 Form /SEA -43 ADDRESS: E. Marginal Corporate Park, Tukwila PERMIT if: 6923 Weather: Clear REPORT fl:712- 20028 -1 Ambient Air Temp :('F) 48 A) Approved Plans on Site: (X -Box) pp YES ❑ NO B) Inspection Report of: (X- Boxes) ❑ Concrete ® Resteel ❑ Masonry ® Grout ❑ Other C) Items inspected: (X- Boxes) ❑ Footings Q Auger Cast Piles ❑ Slab -on -Grade ❑ Other ❑ Slab -on -deck ❑ Columns ❑ Walls ❑ Beams D) Location: (Be Complete) Auger cast piles #1-10 Grout- City Mix ❑ Design Mix if 3669 Cement Content: 10 RankR Max. Size Aggregate: FiHAd__ Supplier: Stonewav Slump (In.) fluid % Air: Concrete Temp. ('F): 72 PTL Batch Ticket Received: YES ❑ NO ❑ F) Test Specimens Cast: Number of Samples 2 x 2 x 2 prisms. Set no(s): G1 A -F x cylinders. Required Strength 4000 psi Specified Age 28 days Quantity of Material Placed: 20 cubic yards Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: #4, 6. and 9 Rebar Manufacturer: 11 Mortar: Type M❑S❑N000 (X- Boxes) Cement Parts Lime Parts Sand Parts Mortar Temp. ('F): Grout: Cement: sacks Job Mix ❑ Ready Mix ❑ Nigh Lift ❑ Low Lift ❑ Cleanouts Inspected:• YES ❑ NO ❑ Grout Temp. ('F): J) All items inspected are in conformance with approved plans and specifications: YES O If not. explain, in detail: See below Note Action(s) taken regarding items of non - compliance: Contractor and Boeing representative notified. K) REMARKS: First pile steel was not sunk to depth and 71 of the cage was exposed- Counter and CC: PSI gauge on the grout pump were not functioning_ Geotech representative from Earth Consultants on site. (1) BOEING /Carson Horner M/S 4H -07 (1) LUMPKIN INC (1) TUKWILA',BLDG DEPT (1) MANSON CONST /sm Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. BUILDIt3 PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: -00 -9Q SITE ADDRESS: 3417 S 120 P1 SUITE NO.: PROJECT: Boeing 4121 -01 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE DATE APPROVED APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 X 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 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Pipes 431 -3670 X 12 Concrete /Steel 431 -3670 X 13 Welding 431 -3670 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (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: 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. oflnuoo Plan Check No.: PAN REVIEW COMME1s. CS Project:, 13°S) N6 2 ‘ REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. ( Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 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. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and Tight fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. 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. 13. Engineered 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. 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. 15. 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 roof will 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), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 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 desired 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 flame 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. 20. 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 -8, shall be special inspected. 22. All wood to remain In placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 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. 25. A Certificate of Occupancy will be required for this permit. 0 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 1;\ 1.e.5 12. COPCTeL a g j.515 e X 13. Wfl✓u-1 nl (, X 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. ( Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 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. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and Tight fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. 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. 13. Engineered 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. 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. 15. 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 roof will 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), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 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 desired 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 flame 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. 20. 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 -8, shall be special inspected. 22. All wood to remain In placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 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. 25. A Certificate of Occupancy will be required for this permit. 0 PLAN REVIEI CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ZDEA1,\G 24 - © ( ADDRESS: SL,} f fv DATE: t 1 C C t OCCUPANCY GROUP TYPE OF CONSTRUCTION -.- - 44 LOCATION ON PROPERTY )\10. BUILDING HEIGHT /# OF STORIES FLOOR AREA a (��44 12) OC) OCCUPANT LOAD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 EXITING REQUIREMENTS W O t z {C j �1 Ro c.- Ate 41A5 DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51 -10, W.A.C. NOTES PREPARED BY: DAT : I 10 Si C c � al6qz3 March 6, 1992 4- 7140- WEM -92 -0047 To: Carson Horner 4H -07 Subject: Building 21 -01 Autoclave No. 6 Acceptance of Pile No, 1 Per information provided by Earth Consultants, Inc., augercast pile no. 1, located at the northwest corner of the LN2 tank/vaporizer foundation, was installed to a depth of 24 feet with the required minimum 5 foot embedment in the sand bearing layer., The reinforcing cage extends to a depth of 17 feet, with the #9 center bar extending nearly full depth. The typical augercast pile design shown on the contract drawings was based on the worst case vertical and lateral loadings, which occur at the autoclave foundation. The Toads at pile no. 1 are not as high. Also, three additional piles have been added to extend the foundation to the north; thus, the lateral load per pile has been further reduced. esign loads, we have concluded that pile no. 1 is acceptable as ral Engineering bid: ZE Public Folder 3/0/9x. 11 Mahan&DeSalvo CONSULTING ENGINEERS 1200 - 5th Avenue, Suite 1910 Seattle, Washington 98101 January 14, 1992 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -23 (Boeing 21 -01 Building Autoclave #6) ql...5 RECEIVED CITY nF TI IKWILA JAN 1 5 1992 PERMIT CENTER FAX (206) 6248151 (206) 6248150 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no addititnal comments. Enclosed are the drawings, calculations and specifications for your use. Sincerely, kdac-7 Crydtal Kolke CLK:2 cc: Boeing P.O. Box 3707, M/S 46 -87. Seattle, WA 98124 -2207 Attn: Terry Bennett Mahan &DeSalvo CONSULTING ENGINEERS 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 December 16, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -23 (Boeing 21 -01 Building Autoclave #6) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Indicate on the drawings, the maximum equipment weights on the new foundations. 2. Call out reinforcing at the storage tank foundation, Section D/S280. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, ctigt 4acz-- Crystal Kolke CLK:1 cc: Boeing P.O. Box 3707, M/S 46 -87 Seattle, WA 98124 -2207 Attn: Terry Bennett. CITY OF TUKWILA 6200 SOUTIICENTER (BOULEVARD, TUKWILA, WASHINGTON 98188 • December 11, 1991 Mahan & DeSalvo, Inc. Consulting Engineers 1200 Fifth Avenue, Suite 1910 Seattle, WA 98101 1'IIONE # (2061 433.1800 Cary L. VanDusen, Mayor Regarding: 91 -T -23: Boeing #21 -01 (91 -500) Please review proposed project for its impact on existing building per U.B.C., 1988 Edition. Please call Ken Nelsen at 431 -3670 if you have any questions. Sincerely, Shellie L. Bates Permit Technician CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 RECEIVED CITY OP 1111 :011LA MAR 9 1992 PERMIT CENTER * *REVISION SUBMITTAL ** DATE c3- _5 — ?2_ PROJECT NAME ADDRESS CONTACT PERSON ARCHITECT OR ENGINEER___________________ PHONE .�r~T 3'-192"'— PERMIT NUMBER CQ 423 (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: -.� SHEET NUMBER(S) Q ; ,'Z7 "Cloud" or highlig t all areas of rev sions and date revisions. SUBMITTED TO: LL 1NU oNtsoa BE &C ENGINEERS RECEIVED CITY OF TUKWILA MAN 9 199 PERMIT CENTER STRUCTURAL CALCULATIONS FOR 21 -01 BUILDING AUTOCLAVE #6 BOEING DEVELOPMENTAL CENTER TUKWILA WASHINGTON MARCH 5, 1992 Prepared By: BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Document Number: 326- 91297 - CALC -S -1 REV. B Prepared By: Checked By: Approved By: G. Hudson, P.E. ta:90153:CS PROJECT ai-'O LAV6pr� JOB NO.' FIG. BY �ir D So1/4j . CHECKED BY v DATE 9L SHE A OF_ REV /rev LN2 smeA ?, rJ t-owNa401-70•J P.O. Box 3707 Seattle, Washington 98124.2207 1,4a1: 9/217 ZjQE RE /i1221W6,Eb' EZ2.V IP, 4-410u7 7 c)/440 o*.J Noe $ -to' ,1:1e eXiliZki461,11, r-77-t. Noe-77 f (3) /0 /4ES W /c.L 4'E /i-57,. flA) ors, crZOl/: weuttil -rs w /c, c, iv7 cef t 6E v 2A TA-at.wT = .37 000 a6. ,olive ./iy°ott I2 Z. w7'. = 600 /6.) , 6QE7 6+e►'J 131x- artrert. / e 4T/V EL? /XWJ'f J /P7 LAZE A eU /e.r: Ca I- -re) NORTH F P2euIous 4.41eA rro+e/.( SEE /2441.! Be -Low) IIC0U - /5t2u ZS" 0 I ( "et, A(k C*N! N q' LN2 7?W1 C / ay /° /LES • Gvfi.,4 Afar Ail" ME -Aa° .sf1 ilt o/2 B /0/,t/f (.) ,G.O1:140 F1?-0/1.1 Nor'771 L E 17?>vk NoeygLyf ciEXr ege":IP 8 errIA. 7V / /LES j 8 y CO0'1,44 /sc9A..1 .- ,°,e-' iou j ci9.z.G. C P. II) C/470 e* JEST 0' .04173-6 c7fc. ,Y X.73771 REV 5/90 BE&C ( . ENGINEERS P.O. Box 3707 Seattle; Washington 98124.2207 Mail Stogy PROJECT 90/2 2t OI A'J C.�.AVE JOB NO. 411217 FIG. BY 6; 000sow CHECKED BY V'! DATE 3 ^ q- fa. SHEE OF_ 1 S 90 . LAI '-r?Alk• Foul I ,4 I. . (eAvAer.) GIs* 2-'-6,41 --11-/-/ce CAP &ffiLAZE: u'% -7e to eto *-1- Cfer 14444 /0/G E LoA 0 (--ra term, rQ /c Z.N2 r7 7 / te:44o tvele L. F.6 _ + I $, / k 3 30, . LOAv eto camme dieE J 30,11k +- S -614. .}. G.63 %* G. o °x 2.5.1)c 0.150 if= t car wr: 4NL V A PoRle7t- X.21771 REV. 5/90 4 tM/ Professional Service Industri i't`7!_ �r APR301992 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: Carson Horner BOEING SUPPORT SERVICES PO Box 3707, M/S 4H -07 Seattle, WA 98124 -2207 OATE: March 26, 1992 PROJECT: BUILDING 21 -01, E. Mar ',:1 Way ila, WA Pemit ##6923. Work Order .N Gi 1'. =o1; TCJK MLA . 'VC'ti�t1+�1NG` DEPT. AUTOCLAVE 6 Corporate Park DCA -9 -92843 -003 OUR REPORT NO.: 712- 20028 -009 4 LOCATION OF POUR: Pile caps /slab for equipment foundation OATE POURED 3/26 TIME 8 :00 SLUMP, IN. 3 AIR CONTENT, % AIR TEMPERATURE, °F 45 CONCRETE TEMPERATURE, °F 72 DATE RECEIVED IN LAB 3/27 FIELD DATA SUBMITTED BY J. Schaible MIX DATA SUBMITTED BY Miles FIELD DATA QUANTITY OF MATERIAL .FIXED SUPPLIER DELIVERY TICKET NO. MIX :NUMBER AND PROPORTIONS ' CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE. DESIGN STRENGTH . 26;1 cubic yards Miles 198208 1IX 611# 30.6 gallons 1480# 1820# 4.6 oz. AEA 4000 psi @ 28 days COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6' x 12') LAB NO CUSTOMER NO TYPE CURING OATE TESTED AGE GAYS COMPRESSIVE STRENGTH P51 1904 3 A 4/02 7 4600' . 1905 3 B 4/23 28 5770 1906 3 C 4/23 28 • 5700 Sp.clllcatlons 28 4000 cc: (1) BOEING /Carson Horner (M /S 4H- (1) LUMP KIN INC (k TA#AggaPA? (1) MANSON CONST /tls /sin P11 A.700.2 x REMARKS' Cylinders made by PSI representative Cylinders made by Archrlecl•s or Contractor's representative Cylinders picked up by PSI x ropresenlallve Cylinders delivered to P51 laboralory Test results comply walk apobcable X soecdlcations Test results do not comply with applicable specll,catlons TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, BC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206 /762 -4664 • Fax: 206/763 -2936 BE &C ENGINEERS STRUCTURAL CALCULATIONS FOR 21 -01 BUILDING AUTOCLAVE #6 BOEING DEVELOPMENTAL CENTER TUKWILA, WASHINGTON NOVEMBER 25, 1991 Prepared By: BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Document Number: 326- 91297 - CALC -S -01 Prepared 13y: G. Hudson, P.E. Checked By: R. Holocher Checked : B Y 111 Approved By: _� A ���,. ;:"� • E. •: ,wP.E., S.E. 14. • BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT /3L66 71.- AtilIDCIAVE FIG. BY &• i2S0 ,j CHECKED BY JOB NO. -7/297 ILA*" DATE I t� - l • `j% /2e-F: • e-.4 sr7i .. 6406 soic.s efErvae -7 Ay it � c c7t 6 /no z// / (VV y) Z? kr-tee s r7E f EAST' "-Mit Er /h/ c v'4-'1 S 0 4<-146 co v r-er7 JA 5 HiA-r -row► j' p,E0 2.3 HO/ / ve, a E. -16Iv PI LS c , c r /E:.. F-02 1(0"5 6z©2c s-r Cvvv W t 77'1` 5' f at E7Yeir77o •J Arre, std ae242/Na, 44•yEre. o --�- -� pES 16iv //c c$ as/ma, 1-Qea5E -- >avi'7° #S, PILE 7`/ = 30i ± C eASE27 e = ?C/s7-P rG /9 /1E 1J RI V/A16 C.o &S /bn• 4o / kceNi-j r ire So/ G. A-r.? w ...riitta ec?t,e, v4 ' 41' erd /s A .s-o r-r cL 1 f . 149(�2 /s' r -- AmArLorf VAt v E=' s o f L „ e : - P r r'G:`Arr c f SOIL ,14 cn v L v s ■r)- y2 (kr/ t',J k -tf t""n 04,t 7 -'7w �.�i ♦ ( 11/6...'r 1L; v e-rE, - f- 'r _17 E / -cc U rr. 4-c 7 c ' 1 S t,1 L'r e rt m c.rz) G,'cs•e- 1< 1 cs pal' •23771 REV, 5/90 2 c/YGC '44r c&v5 SHEET OF-- jaercFri P r RASE - Vic,. porace-7 .mod 41 J/t.H -t-G- le47> G17>??'G 'r p P, 3 BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT 84.406 2I - ©I A'VTDGLAVE FIG. BY �' �Tul�sc�J CHECKED BY viL E ate• S/b/I 57ooca . 3.4 x. tof..psi 5aoo© JOB NO 47/2f 9 7 ILA • DATE ) 0 `7/ T= 'Tr v = •-r r x 3 2.11 I y p to p4,i °-�-' — E Z c)'= 3 , 6(xio<3zt7,)" (-- P-Ac -Iro2, L 3o x11-1. �I. G/S1,i6 %2euse ~� - -oC 4 x16, 2/{) C�oc 4l.{6 (Ai/ . 5'. P6 F - 2C;.' 2,Z..... clz. 'Yr err /3/4.e-) NA-X. AtcHexir der TOP c • fis.c SHEET? 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WOMMI■ ■■ MMMM i•ff♦{ " TOWWWW IN ■ wrrw■ ■r■■■rw•■ ■.w■ w ■w______ rM ■••Y■ ■■ ■M■ MOM • N::if:• ■ ■■rwwwp`■ :ae ■�■w��••ii:■ i:f.■.���••••wfoi'i •.�w•.: ■•:■•a ■■ EOM . :N iiiH i:: �itii:fflfi:Sti ..Hirdflgral�••■!�:•� fr it 1.0 2.0 3.0 DEPTH COEFFICIENT, Z x 4.0 MFvFM(PIT) x =Z(T) where T • (EI/k) Fig. 24. Bending moment; pile fixed against rotation at mud line. BE &C ENGINEERS PROJECT e40,6, 2f-o( AlltDCLAVE FIG. BY � /71Z)5..C4j CHECKED BY (eoht-r-,) JOB NO P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: 4 7/2`'17 /'A • DATE / n " /t/' v SHEET. OF_ —.8E5.516 Al , °/ -e P Ac r JP- 17A -6= h -- 2 (covca) '2 (TJE eA) -- c-113 h Y 16" -- 2 (3 ") - 2. (o, 5 ") -- 0.75' lo" cb F'y1 = z '/Z. k s,' Qy o, 5"Z- Mr? 27.7 )02. _ 0.. J O� /( .5; %f -rnggZ /4 1(0 182 /Ann -- 24C.7r 0/- d ivve 4.t$4 s 7.2.2. 7,22 • (rEE rep4,L0“1/Azeg, /Ia.) e9 c,I SE /y = 0, 01 M / &/, C.5 < o. v1 ASMi�t O. ©! s. ' r x 82" 2.oI / () r$ Vsr.? (A s ^ �,� y - 2, 6 5/,h ' -r y. 219" 24,71 Or-le Y %ae) lqc•- GA-GE" Lt. 1-e)\1(0-54/ C.7?-- QI L� X.73771 RF V _ 6 /9(1 C COLUMNS 7.22.1 -Load- moment strength interaction diagram for C4 -60.45 0 S .22.1 .22.2 7.0 6.0 5.0 4.0 A ".ks1 9 30 20 1.0 columns t •tl./. • am\■ . a. /auto r ft,... ksi 11111�11111c1r1I1�1111111. " - s • •• ' '�- •',1 /1- ' J INTERACTION OIAGRAMC4 -6045 BM 61111111111111111111111 ila M �nO ' _.. _o._ °Y 1 .s ��0. L 1111111 1 ° r. f :s 4 ksi h f ksi ■.n.r.:fl►aVI11 R>E2C1tII� /I/A11► a.! IIII .....•••r‘. B ■ ■11//1'1XIMILI�1�t�(I/IMMIIII 11/� ■ 111 1111//11/ 1111/1 e / • aa arallll p��dn10111M11110 /1111185th /01/Iat111 //I IIIMII /i111►'/1Ifa11/1011a�P� . n ',....:41111,10,11111128111111.1111115■1111111,1111pratiummams1•11111111111. .a. r! \:!►`/1111MI /.1MILI / / / I 0 P.41111114111119,2011111111111 0 U tHa IIIIII •!■ /� /11M00aaa� ■!!/B11lI111/B1afi11l /� •' .�Ilull•nrsaw / \N poI</ / /Mer . as • pll•fI11111 /111,.A1111lAlla111r 1111 111M111IIII111 r/O!A/ f JIMMIPIII arampaa t11 a11l U!s /11.1111/ /111 smin 11 r..a11 an' 11.00 1 00 1 00 1.04 1.11 1.17 1.13 1. 17 16660 tAL � uor r=risZoOO tlt ts.r • ..e.... ! fty�17I/moBOU�rp Nk1111�1 l mi,__ ''i/% 111r111111u►11/ \rN1101//O /1111d1111r/NaOa /�11�10■ 1ummmapa.Ir11saairaulns % ///x1111EMUI ��►�a� /fi .. ;' \�, III��V ��% oA / //�l0 VO %.4�nOnlll•fA /II11It/naI•I•//' ��:r r ■ �r /1U:IVAIVi ■/1// ■111� /IV1i1111 11/111/11111111•111111. 11►l►a ■Ilr l411 tMS11. 1Ht• PAlkli 11 41/Qa 11 tN1•■/ /. /Ht/%11U�ir1111/ /I■IINK8!•>r!•/�11flr / /PA/a / %//11/II[/a0a// .rr'/ / /.%11all■ X1111/��nOflIIalf/ illtiM III 1 $/F /11r \�►iY� //�\1•nO�//ivm a//1%■IIII/t��� ■ ■vUIIM .•m• t NU ■// P0 as dl0mia n6!•1•■1A /sIlm uantu�■ rahir ...ail t+t /b+i o0 i 00 1.00 1.00 1 00 1 00 1 07 1.0 • Nan ■ MO i1:%II111NIl it, ror ti.1 oII����110 1r� “111.111111 /1[11{111 /1•Id rurawearstli ! r11♦ So o.. tug torr..poo4t.t to:Li.... Gn.•at.ry oo cmuC0�! 7. IrI'l�►!�iiilljIlr ■ w:r: /a//111k 11//111///111■ ......�...�s..r.�. /v1•1111/!u /111/Ilva II11■ 0 020 0.40 0.60 0.80 1.00 120 'Pr, 9h ksi • r AA 1.40 160 • 180 2.00 COLUMNS 7.22.2-Load-moment strength interaction diagram for C4 -60.60 columns 7.0 5.0 4.0 °- PAe ",ks1 30 2-0 1.0 0 020 0.40 0.60 0.80 1.00 120 111/n1111I1/1111 ■/4110111 ll/L// ' IKT�RAC11ON DIAGRAMG4 -60160 UOrMf1� ■/� ■11�1�11A11a// •tl./. • am\■ . a. /auto r ft,... ksi 11111�11111c1r1I1�1111111. 411111111111111111111111/ tr a 60 ksi ■ /Maul • as 11a���11R11�■ \2I11I�f1�//■ 4Q/�l1�11� 11�l11N�■ /t/m11u1I111 aIlnvn1111/ 1111111fuar /.1lu/I•A ; ,•.flt ■ ,y° • 7.0.60 • • • • 91ai1/111►lm11■■v 161 l! 11�R.... -'! 1II11111VIa11llllfu ►/111111r/1fIUa1111111111 ;1It1t1f11 /,..C............. 31111111.1111111111UMIWIMIIIIIIIIIIIIIMPAILE 41121F/fr/ GE �11111■111/1111G hill °Y 1 • • IRA r • P ill ■.n.r.:fl►aVI11 R>E2C1tII� /I/A11► a.! IIII .....•••r‘. B ■ ■11//1'1XIMILI�1�t�(I/IMMIIII 11/� ■ 111 1111//11/ 1111/1 e arallll p��dn10111M11110 /1111185th /01/Iat111 //I IIIMII /i111►'/1Ifa11/1011a�P� a►./11u1116i ■■ n ',....:41111,10,11111128111111.1111115■1111111,1111pratiummams1•11111111111. .a. r! \:!►`/1111MI /.1MILI / / / R►. /�I./111A 11 a'1 loins \ /11LI:1 ►vlrIa11Il►.Nhn.101/►' Luc' IMPA11NEa//IUII•alu///Jll!/<II/ aru /:!a►11M111 //1MIIIIIt►/f 1/1:1►►'11.41 11R /R f►INFAINt/ANa i,1 e\■ ■1IASIII / MEMPi/iIAV 0 P.41111114111119,2011111111111 0 U tHa IIIIII •!■ /� /11M00aaa� ■!!/B11lI111/B1afi11l /� •' .�Ilull•nrsaw / \N poI</ / /Mer . as • pll•fI11111 /111,.A1111lAlla111r 1111 111M111IIII111 f 't 0.01 0.02 0 07 0.04 0 O 0.06 0.07 0.08 t11 a11l U!s /11.1111/ /111 smin 11 r..a11 an' 11.00 1 00 1 00 1.04 1.11 1.17 1.13 1. 17 16660 tAL � uor r=risZoOO tlt ts.r • . /►:S!�.all 11u /I./ 1!/.%kwali ffr�MOKI /11111\l1111I>E." % /G;l.lin'A7:VI.411• imam■ , Ili[ i►a► ''i/% 111r111111u►11/ \rN1101//O /1111d1111r/NaOa �Aksl 1 h Agh h * • For use of these Design Aids, see Columns Examples 1 -9 and 12 -17. 112 1.40 160 180 , 2.00 BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT 131. -06 21- of Av-ro FIG. BY e 1ka Sj JOB NO 5/ 2 ?-7 CHECKED BY (\•/-1.5- DATE l (o' ty'f7 /O /LE C ES ( ?/I 00,,,e7-;) Ps VOL, SPIR.A2- �lOLi Gor�C, Ca2E 0,12 -�'c = O, l2 4o0c, 0, oOBO s' ,"i tz. = 77' 9. S" o. 2a; I Z ; 5,77/0 3. ( ie' 7v e,,) 0.00 80 = s;17 .__� = 95" • IT" )cSx S Cff y< E za, (I 0 — s- ) % tr, s' A 5 - � ) 49. Crrli• goctyc: -n- 0, x 5 046g o, o4(06. = 5:R? 52-y L'L) 1714 Ca R, '75' Sf't C1w1 /rte L 0,037y ".9.7 .__- S�- 2.03" TSay S C 612,7r API yZ -t_1 Y.In771 RRpV F /Qn SHEET OF__ S = 1.6:1" (6.0V6 i__ /5C. (zs Z) BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: PROJECT–B06_2 I ~©i �C ITt?C .AVC JOB NO. (3/21 7 FIG. BY ' /'/UaSo,..J CHECKED BY DATE O–/47/" 9/ SHEET OF— pit E ee-sre ' (do t•1 ri) zrr /(22r j 61e,6,0 s/0/ 3 /til "/9/ 7zel OZ. t /0 5i°i 'Z. G 2." / N X -23771 REV. 5/90 BE&C ENGINEERS PROJECT 131.4 2/-01 At/WCe-AVE FIG. BY /74-47-5c)'--1 CHECKED BY AthOCt-AqE P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: JOB NO 972 /7 ILL\ DATE 6 /4/- 5/ SHEET .2 OF_ 9'14,1111 stmocer Z- Prot) Le io AJTO ctAVE 4.7 • "iw«ati, PreAD '61 hforN urcrvienics A AerA "Nx 1 sT: S cove 472: 100 PILLS CG 1 FiC,tw7Er LA • VOL, ( ,2.592:4 I Zs SI 51Co 441 —mfr. z. LOA,' ?RIB. i, SAVOcE% rr--- x 5-16?-43v 6.2.4/10c10 IO .3 k TES' LO 470 -rn 16. t- e EN-rez s'ATP4 L.6 5-/c.-psiok 42, i/f, / ak X.23771 REV. 5/90 rJIs- Pftes asev- ,see- m*is- 01..f /0. 13 BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT. 13146 2)-oI +Z1'Cc C .AVM FIG. BY G ' n V O SC'^i CHECKED BY JOB NO. '112T7 /Z--1-k • DATE V:4LLThipizozw-sr fMs M % /'/LE L.o&e : y! /o" A R2. all 11 I — /41" 9/ SHEET I OF- 39k Vitat W = (1, of hlEz -1 avr►4t?Oftr7o.) /Pt.() r -1 t21 Q, ,r4-Al L OA s N ` S 'i ES) S's k-c4 �- (o.o?oo.ok)('+30�') �R3 (Ire O. .aL + i.O P 2o/''1 St- -8 F u Ne v *7 otii Ps1.01 - -7,s').e9S'X0.7' =12,(k 2- x•23771 REV. 5/90 r L� BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT �G 2I "Dl %tea Ct A1/G JOB NO /72 /7 FIG. BY A r I vsok--1 CHECKED BY A--fr# ' DATE 'n �t1_ of ..H o °F _Atk 0C .4-VE rouWa,4-7'/0/ (Go/qr.) r y /A/S,d70,vJ ,�, col LC. ' Ef /26r = 5,911 k/pf- C /2, / k (7.51 I ,7S) 2.x7,5 75 --. (lo,7k) 6.01c+ 19,3144114 x7,5? G7 2, (7, 42,c.7) 41)(7,51 = 33.1k 4 pf, qk 2 ?, tic + 3 $• t:o k i4 / sc M /0 2 -►2y �� = 115.2k ,6(IscM p 2 . 1 2 Z / 1 2 . 3 MAY ,/4E G.coAfl / /5,2 ... 57, c, k < Paix4 6o V Ar3oyt CA-LC, S c .c J Vet-7, u EJ S <14 CE . tex) -j E7 "' / r .r 1rP,• or cw -7-o f3 e D oJE ee- ort ' A-v-r" e. / r ,o ©N AiGki Ci,Un,+77e■ LOAD r /AD C.I.voat) 4 C-C:PAC s v,, The 1611Z, c c �.. +L (-.+I s .lq)15" lo/LL_ ' X63761/ / I L C ..roe vi c 5 G,oq -o I rook �/G E G(L7m ATE !- 1010 9Co k 417•514 7 1..,64( -7LCpa , ti!? 11 0 V 1 X.23771 REV. 5/90 .1 BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: JOB NO q /2- 7 DATE ' /41- 9, PROJECT Bi_06 2ij —bl Av-r-aGc-Av5 FIG. BY c 7 / Tsc A) CHECKED BY Atir accAIE FrumvArto,✓ (co-r) D 2'-CP" 4 = 30' — 4/41,1t..0 o►3E, -- 2" 24" 0 6ifez k c'rd e -weetir cePkol s"-tte-phz. \/14 - 214 Goa /�Gc'/, 4. c4)\lc _ ©, 8rx 2 4/060 )4 % S / . w 2 414 ‘A/c =a9Lk> V /zk u�1. ch7V, C z �rc.Es C N ' : Gem. c 643 '4 S Z ,.,- cI' F%- / / L u,, iu rte. e- -7/ 1'r9-N / ?2k SHEET OF- e� 61) C% z+rc' /° UN C÷fThl G -01-06%, 4c„, (.mi' J(2 C- �?Ga!r o5" c L.F) ;2te be _ 2 (Z i„ 4- 2� + .2)4" ) = (F2." V u = /1 x . cd y(g) (i-.,ie C7f/. ) UCO = o. i's' 2.) yoo x enc. iv'? ZIf,fek > vti- 76.1t • 21 " 0 E7,7774. c Pcv6 £ X.23771 REV. 6/90 BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT tLDA 21 Of Avri,GC.AV. FIG. BY E 7 J J1 Sc, CHECKED BY JOB NO. eFIZq 7 Les- DATE l C) —/ fl Attriz ›C LAVA -rF� a!'/ A-770r,J (e-`9147-7) B /At( .: -- SEE LoAaS 014 /2. 5' NEZaL ^' I- Ito j & V G/174.177 LElicnj CC-4.-Nt $ 4-E 2Y> /' c ,J6 13arra,M 12-e7.yc` 1.7 9,?k Az1k) FN'...4. 1 f l8. s &At 44-'..NA' Cal 44/x3,S-6 k4e4. .4- (/,zi k, 0904- /.7x,25v)C7'1 tvu Q, Fe( k /f'r CAzG &en-v/-1 ,'2 7,v %'f K = SHEET 12'OF__ e he-752- ,�.. 1 I6.I u 2,r�7xy iz 16,`7,Sa 2.4']( ►,s +z. 4.7)1 11 �x 7S3 L/2 220./.7i k--(14 (cis-.v) b = g5KI2. = // u 1 z41" = D,�i 1 I- .3137oxi21 = O.0008 C t> ! I X 2�{ k /n a E�� X.23771 REV. 5/90 C� BE&C ENGINEERS PROJECT 13146 2!-of AU-bCLAVE FIG. BY S o.,� JOB NO P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: 9/217 CHECKED BY !`-'P DATE 12—/y 'rl SHEET 133 OF AJ1 bcCAA/E FOLP.4450RT /O (Gong'',) %J x,000$ GfSE e = O.00Zr /mss = o,00vC X llL("e2 '(" .97fri -#7eIL as = I20,G0/n2- 6. et G/5 #.7e/t2 1 3 NOTE : , /2 /GES t v /c, c, , e use), (wmf St-e. '6 //c/ me-6;e-7700 /NS1V op- 6:7 f l LI~ As C%ef'tr.-u -iev. CAS GU LAR-rvki s kt // S'GIJTS'j ,17 E oDxt s egYrt-rivc. SAX, "2/c,G to1' cum.(, ieexcic,Ev Monrrrs ,r-ris oil, C. e E G E SJ `Wl l 4 A/ erft CU LAIE" D �- 4.470e#11.. rfitcC ,"ER p'/LE GO/LL. C. LEIS X•23771 REV. 5/90 C7 BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT 8446 Z Atf7tCL4VE JOB NO. 9/297 FIG. BY ( dS CHECKED BY DATE 1 — vej. Lew& eel -SE OL +LL +E (411, iliV ie-to- 7L `r- 1-47+4D5) t' sz Lrrz vile. ( -- v■J' V rC,n (4 3l7 k /. K Q•% K 640 O,22St�J�, (9,22r 00905-k) = 2 3.75 /tfor = Z3.75kx 5. I7' = /22.S,�. -�'►f- A fS c1 /, Ar c).T' '1 ITIE22 0 y 7zu rt. /4), p s4Z744e-S Pe? 122, S kc -- //. 92 44 • • SHEET ) 4OF._. o, 3'c' (c:# Qow ,4- - /9 y ev 1/' /sc/ "in r /0VI( -7 eitZcv 4o,4 CA Cot +44 4. too �E1JMlC cMc.(.. A/OT c ©Vc Z ./ MA)C /►4W -t fart L,CIAO NEB 2) E 1 kJ 17e1-/: V Erer e 4 R. X•23771 REV. 5/90 ' % . a,/-1 L.Cq' C$ ,� (�/��'c. /t,i ! , ? ` � 14,f4iv U /a)'C7 b\! er v4avi,✓4 Mc9rrrokir-- G - SA-ei, (re-Er-ER/4E12 -r-c, " Pde0A-Yr" ./ /4c'o/(401-- I I, 000 a, $6, e5 k - . )) 6,,33 '- EA. 4 I a�- ,rfaac v BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: PROJECT 8 .21-01 A- trrncl-AV FIG. BY �' e "../ CHECKED BY JOB NO. 91297 /LA DATE D .. 22 -I/ O F SHEET .La A-v- rack -,,\ c . ; .uNd14i ray Gl f/i „ro, J -rro Logo . /xr c edvi / ti6 1.1101?-0-7153-1- 1.oA -o ridG. sE7IM c: 4.4j i'.c.. N'7- 6 tit Ens,, ,si-x / vA-t ,ter ,.r4. 3 /0/20gE' -ro CA. tE7l0 of- CENT /7,3 z 1.7/c.. > 6> " LA .- 2- C7rf1rly c cam" r0A-E3 c4i°Ar-1i7 "az ro/ 2 M s . 4/k 13 A5 ti i Z- e f10-ro ct.-AN BksE, .7Sk V r1 T, 4 fi`Iaz41. - pit-Er )c = Zt(kC >\12i X.23771 REV. 6/90 scat. s ,or BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: FROJECT_B LOA 2 I - DI A Ly JOB NO. 9P/2 4=7 7 FIG. BY 141C-)1)S.°6 CHECKED BY DATE ._//-/e"/"V SHEETIf21. OF- , LN2 .. • s-r0reA GE FooNakr/oni • 4L0' '--10" 4' Z.N2 r-ohti< ut/ext..fr- Le- geopJ /V2 147VIc DA-7A U641.161:2 Ay Ct. /Ektr) . -17-7Vki. isi- it _ : -171-7•11e.. /Am,* • Eirl—cp-.; /- • e,o-r 3 Sie7o6 /6. 2. ire7snic_ 1•••cmv E?a. '88 e/e• ; 2-ICpwr 0.3o = so x las-x .7S- X' 37.i< Z = /. 2 s- CH Alvt-to ) / ce e (rA-11/4/ s ■te.rEt.s J COme vrif o vezTure.tv/Kreq - Au t•-ro•-■ e"F ttlY oVe OASE - nom, Aien I &172_ o' / o Men- s, 10.4(/ /0,0' /0V, / X.23771 REV, 5/90 Z3- L -mete- g3-12 BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT Bi--4G at- AV-roC., eetc V eF- JOB NO. '9/27 FIG. BY LtJ CHECKED BY C • -5-C—) DATE /1°. /1"/ ••q/ 4g2. t-r ftA41 l Fr \f a, (ecw-7-;) 144K. xiG-75/(4/G AK/4-: forecE 4ltiCe/c12 ot Sot/90r- tv/ 7!/ FEm. j/,/k- -5:75, 18-11<. iver u/)LIF-r- -7,-- s, — 3 f3AfE .17--i e. Alq 02. s—r Vala 10,4i1k= 2,4/71'c • "Se VON 00/e. e(idiS) /Mgt- / 2/y" • asE p/z"15 Ago7 414c1--2yc /FoL,73 6--)terH ILG" 11/k4 EicisEa) emacg- /CI-tOve-A-G cE T/ZE7V-T-14. Ecpre c-criaht ,r0317 /e/e/Le-r asc -26£9 r•crec 2G2-0). _ = /3('4 4.- AV/°4 3 [0,1"x .3.2..k /,‘ (.1e , k)i 3 - le. = /.3 /11)<31,-1714) 6,32k: Ps 7: CifAiM "r- a X //76,/in2.K 6e7/Zs' = 7.5.1/ 1)(4 = X.23171 REV, 5190 SHEET 17 OF a2c.. 2V1() t ' 1 I BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT 8L. 2(-c,/ Attnactow 9/277 JOB NO. FIG. BY 6, 71.711)0A5.-1 CHECKED BY C • .( C..) DATE fl—/ 5-417 SHEETJI. OF_ LA/Z. .r7P/2,4-Ce- 171-Mt" (e0/47.) • X_=/,0! &04,(441 urr-. c. 11" = ft.112•Y (-(C C or #f-a) ,z - 0AS = 1-10d1/q)c1B"gq94 q(//q/qxig") = 2M9 (ArCEA. Pao/de-A-ley 4°‘ FAIIA.J/LE X0/4-4,E) 411 Gila- AA = 10 x4ff.e. /665ina- sbucc Erhe- - ar/inue.e. /1 4.ex,r 01-eve-rot ear oj4-7—re, SK/66S- 4/4( /6) 298./ = 0•75./ 0.7.c C176,7 /114)(60/CSO = 79#5-/C. > • -6-32.Ac Og- vc. 21-r. de' frc- Cps-x 2-rr )0"2- 410c0 = 2.57 E3k > ▪ 6,32.k • - • (i) 43o7 /eruct-froil /304--Er c.u/ /-1-6" Ex15E?2. /417-E frie'n'e '77147Li (e;E:r 1 tr /4 v3/ k ,rizAJ .17 cw aSE 11(2210 A30-7 g24:7-3 Go( /L-6„4E)Gree.).-, .1/2.)( 44-01-V" 4r eoL.--r X.23771 REV. 6/90 at c_ .24 at{ BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: PROJECT e_e 6 .2.1- E JOB NO q/29'7 FIG. BY 6. 4,5aL/ CHECKED BY C fc..› DATE /-gr'q SHEET_ OF_ 1-N2. .r-rorLoresS Pry , . s/o/L ECAR .0E716A) (Cop./ Pr) /972.E Afeetre4.7 airce2 Nc> e/t ea-x4o/x/ca 464.v rxt,04,1 me„,ef-Az L.E--& c'exr-rE bePrus-v CH1E4e oae---- 44/41 &E7J','J cp ,577e//0 .004-A/Ati,t4 Aar. f/ (G3 1/4 cs-crev, X.23771 REV. 5/90 /Pa= /1/(17k 4- /e./k) k "7 7-# /12,4 6, 631 = 72 -4* 47e ci=• 30"- 4"- a 1:" e-hits 2.1,40!LegheS_ c 3.137.q.,e7 2 1 'Lam 4. 21/x a/c- 4/cet, (.3 A oo2eg w12-- = 0 ea,L) BE&C P.O. Box 3707 ENGINEERS Seattle, Washington 98124-2207 Mail Stop: PROJECT JOB NO. /72-9 7 FIG. BY 6, 44vos.otl CHECKED BY C DATE /1- /6".. -?/ N Serz,24 6c- -r-A14k P. A re 40,47'9 elfzt. ,1.4-(.I /GE- GOA-4 (- eza CA-11 (4.,•r 37-+ IS-11`-4•- /1,q2.1x Yzix 24/x 0,1-5-ofca 3 X•23771 REV: 5/90 = SHEET*2.0 OF- BE &C ENGINEERS P.O, Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT 131-46 2( -o1 A TOCL.AVE JOB NO. 9/297 FIG. BY 6• 7 ►V ns�J CHECKED BY C f -' DATE /1 - ! e'1'/ SHEET Zi OF- 0204-/W6 rjaWQ'z %bc>/I0.4rJO,■1 COOLftti rm 2 = Spoo /S' .'7(60T J _._ _.._.......___.......___....... :. / /,Poo // aoexrnAtq _____ S164.1 I'. 2/e EL2UIP art': 02 .2SC) /Ar �uffrCE>`c1lt�2 /S L' 000 /G, � 37/).,f �' -, USE 25-072,7e 6.11‘K 13' bEl &A. CM -7' J7O7 I 1 -'vim fe-Th / 'rpY__ C6ci .3'f ..Z, 7N .. LL- :2.S77ja a)ei Gain. (1.‘ 0,30o ka I 17)G J s 2 2 k/# z 2 2. A-1 1. o' = 52,9 k' -r4 3 r 244 11 _ #i /9/ tF etl/j7 9„ = is" 0, 85 xx `f t t - 317 7 0 ,� 52. G o 7 `/ x 4' x/7/expo e o,vooc X.23771 REV. 5/90 PROJECT M46 IQ I —Q FIG. BY DSOh/' BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: �t1T17 ce. AVE JOB NO, '9724 7 CHECKED BY C J"L) DATE 1 (" t' 'fir SHEET2ZOF__ GOOL.�1cl(�" rvwoi.��ouNOS►� -ro�1 (co7-) r#-7•12....i ELL) Va ,9/1 -s) .° s". 02 1715e e.otit lac' vc 2 - -o° x 7V08 .,,. eoci G, .. 41 -0#4E ... eft/Li /m,... -„l f,r .- 2 23. Siv X•23771 REV. 5/90 BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT �.151 02 JOB NO. Cf 12-1 7 FIG. BY 6 T /UdSO) CHECKED BY C f DATE to -2:1- 71 uT //-/ '772E)vcte/ Govez_ 6gfrxe -- /1-6" DESt r=te, 25-c, ©rc. Gooc, /1, C Att rorett1 0.1 Po Lt. c.../ f'(o.. f=v/Cfcu p /1/91( , Weeet. `o� = -7oc / . 11∎1 GC..uni/.c / W s.t -i AS-I' -ri /LE /o/ E fcotc ^. //', 15/ J7o'o . soli SID / 1' A SSG x4 E . )3? WW J772/p ©,e Cov I „ �.� TrvC /A) s I r 17 ,v6 w- e::-t`r„_,. G 04-'e, =-7cx /4, E' X.23771 REV, 5/90 SHEET 23 OF s/14. BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT gLOG 2/- 0 I Au- mc'-AV6 JOB NO. 7/2! 7 FIG. BY C • r / `-)t% -S0^-) CHECKED BY C f DATE C''"1 C5' 5V SAttuCoT tbiit i%14$ o N n't" C&rr~ E1C 1 J r KZP F 5T 54018 �ro ReAl 2 II freit.ake2, S" 8Aa 5/Pc 3//4 1/2- Birg. SO SAVE:. EXlJ?= S4 /•1 17e7. vJA L. L SHEET_� OF__ X1\11 ( it tt • 1 t. 3 K 31c' /f w 1214%6tl w • CoN772oL Lt 2 0eV.s/Tt PLC. X.23771 REV. 6/90 s rt. 0-5-e12- U LT I ° r St�s2.i�z. BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: PROJECT /3446 02 /-62/ hflOGLAV5 JOB NO. 77217 FIG. BY 6. 717b12-50/1/4/ CHECKED BY C fC.� DATE /l -ZO Gfr /L /7Y -7a5: GOVe, < 601.17- ?73-11/1,3 x �'" 3 sDo . /41Hi r . _ .. 35-00 X- 9 - . 875-x a . 217.; SOLD a- In .. lSx o.4.25' /,17, �b L V/. S l< /n 24 9 5(, Si' C9/- X•23771 REV, 5/90 SHEET_ 2 (OF- BE &C ENGINEERS BE &C ENGINEERS INC. 14675 Interurban Avenue South Seattle, Washington 98168 TECHNICAL SPECIFICATIONS For AUTOCLAVE NO.6 BUILDING 21 -01 Specification Number: 326- 91297 -TS -01 Project Number: 91297 Date: 26 NOVEMBER 1991 Prepared By: Checked by: Architectural: Structural; Mechanical: Electrical: Civil: Mat'I. Handling: N/ Spec. Coord: Architectural: Structural: Mechanical: Electrical Civil: Mat'I. Handling: ,J /4 � .:r A.__- fig/ Approved by Architectura : Structural: Mechanical: Electrical: Civil: �✓ N/A Mats'. Handling: 91297 -01:CS BE &C AUTOCLAVE NO.6 ENGINEERS BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 TABLE OF CONTENTS 26 NOVEMBER 1991 NUMBER TITLE PAGES TABLE OF CONTENTS 3 DIV. 1 GENERAL REQUIREMENTS 01010 SUMMARY OF WORK 1 01045 CUTTING AND PATCHING 3 01060 REGULATORY REQUIREMENTS 3 01075 DEFINITIONS AND INTENT 2 01090 REFERENCED STANDARDS 2 01120 ALTERATION PROJECT PROCEDURES 4 01300 SUBMITTALS 4 01400 QUALITY CONTROL 3 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 3 01720 PROJECT RECORD DOCUMENTS 3 01730 OPERATING AND MAINTENANCE DATA 6 01740 WARRANTIES AND BONDS 2 DIV. 2 SITEWORK 02070 SELECTIVE DEMOLITION 02200 EARTHWORK 02237 CONTROLLED DENSITY FILL 02371 AUGER -CAST GROUT PILES 02831 CANTILEVERED SLIDING GATES DIV. 3 CONCRETE 03100 CONCRETE FORMWORK 03200 CONCRETE REINFORCEMENT 03300 CAST -IN -PLACE CONCRETE 3 3 2 5 2 2 1 5 B E & C AUTOCLAVE NO.6 ENGINEERS BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 TABLE OF CONTENTS 26 NOVEMBER 1991 DIV. 4 MASONRY (NOT. USED) DIV.5 METALS 05500 METAL FABRICATIONS DIV. 6 WOOD AND PLASTIC (NOT USED) DIV. 7 THERMAL AND MOISTURE PROTECTION (NOT USED) DIV. 8 DOORS AND WINDOWS (NOT USED) DIV. 9 FINISHES 09900 PAINTING DIV. 15 MECHANICAL 15 010 BASIC MECHANICAL REQUIREMENTS 15050 BASIC MATERIALS AND METHODS 15060 GENERAL PIPING REQUIREMENTS 15110 VALVES 15140 PIPE SUPPORTS AND ANCHORS; SLEEVES 15190 MECHANICAL IDENTIFICATION 15260 PIPING INSULATION 15410 PLUMBING PIPING 15430 PLUMBING SPECIALTIES 2 5 2 8 2 4 2 3 4 1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 TABLE OF CONTENTS 26 NOVEMBER 1991 DIV. 16 ELECTRICAL 16010 BASIC ELECTRICAL REQUIREMENTS 16120 WIRE AND CABLE 16195 ELECTRICAL. IDENTIFICATION 16440 DISCONNECT SWITCHES 16450 SECONDARY GROUNDING 16461 DRY -TYPE TRANSFORMERS 16476 ENCLOSED CIRCUIT BREAKERS 91 491 -01: IOC END OF TABLE OF CONTENTS 6 3 3 2 2 4 3 BE &C AUTOCLAVE NO.6 ENGINEERS BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 01010 SUMMARY OF WORK 26 NOVEMBER 1991 PART 1 GENERAL. 1.01 WORK INCLUDES A. General construction of autociave support system including miscellaneous utilities, and building /site modifications. 1. Site work 2. Concrete 3. Masonry 4. Metals 5. Wood and plastics 6. Thermal and moisture protection 7. Mechanical 8. Electrical 1.02 OWNER AND LOCATION A. The Owner is Boeing Military Airplane (BMA). B. Project Is located at E. Marginal Way, Corporate Park, Tukwila, WA. END OF SECTION 91297 -01:A 01010.1 BE &C AUTOCLAVE NO.6 SECTION 01045 ENGINEERS BUILDING 21.01 CUTTING AND PATCHING SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL 1 .01 SECTION INCLUDES A. Cutting, fitting, and patching required to complete the Project, and to make its several parts fit together. B. Uncovering portions of nonconforming, ill -timed installations to provide for correction. C. Removing defective installations and work not conforming to requirements of Contract Documents. D. Removing samples of installed work as required for testing. E. Providing routine penetrations of nonstructural surfaces for mechanical and electrical installations. 1 .02 RELATED SECTIONS Division 15 - Mechanical Work Division 16 - Electrical Work Individual specification sections: Cutting and patching incidental to work of those sections. 1.03 SUBMITTALS A. Submit written request to the Construction Manager well in advance of cutting or altering the - 1. Work of the Owner or any separate Contractor. 2. Visual qualities of Installed work. B. Include in request - 1. Project identification. 2. Work description and products to be used. 3. Necessity for cutting or altering. 4. Effect on work of Owner or any separate contractor on Project. 91297.O1:A 01045.1 cr• BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 01045 CUTTING AND PATCHING 26 NOVEMBER 1991 5. Description and location of proposed work: Extent of cutting, patching, or altering. Include — a. Names of trades to be executing the work. b. Products to be used. c. Extent of refinishing to be done. d. Alternatives to cutting and patching. e. Cost proposal, when applicable. f. Written permission of any separate Contractor whose work will be affected. g. Date and time work will be executed. C. If work conditions or schedule indicate change of products, submit substitution request as specified in Section 01630 - Product Options and Substitutions. D. Submit written notice to the Construction Manager designating date and time work will be uncovered. 1.04 QUALITY ASSURANCE A. Installer qualifications: Employ workers with at least 5 years of experience for work on visible finished surfaces and moisture - resistant elements. PART 2 - PRODUCTS 2.01 MATERIALS A. Comply with specifications and standards for affected products. PART 3 - EXECUTION 3.01 INSPECTION A. During cutting and patching, inspect conditions, including elements subject to damage or movement. B. After uncovering work, inspect conditions affecting product installation or work performance. 91297 -01:A 01045 -2 BE &C AUTOCLAVE NO.6 SECTION 01045 ENGINEERS BUILDING 21.01 CUTTING AND PATCHING SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 C. Submit written reports to the Construction Manager defining unsatisfactory work or questionable conditions. Do not cut or patch until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. 3.02 PREPARATION A. Provide temporary support to ensure structural integrity of affected work portion. B. Protect other portions of Project from damage. C. Protect work exposed by cutting and patching from elements. 3.03 PERFORMANCE A Do NOT cut or alter work affecting - 1 . Structural value and integrity. 2. Moisture - resistance, except as otherwise specified. 3. Safety. 4. Maintenance. 5. Function of equipment and products. B. Avoid damaging other work. Provide satisfactory surfaces for subsequent work. C. Perform fitting and adjusting required to comply with specified products, functions, tolerances, and finishes. D. Restore work cut or removed. Install new products as required to complete work in accordance with Contract Documents. E. Fit work airtight to pipes, sleeves, ducts, conduit, and other surface penetrations. Maintain clearances around pipe required by National Fire Protection Association NFPA -13. F. Refinish entire surfaces to provide an even finish matching adjacent finishes; 1. For continuous surfaces, refinish to nearest intersection. 2. For an assembly, refinish the entire unit. END OF SECTION 91297 -01:A 01 045 -3 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 01060 REGULATORY REQUIREMENTS 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Comply with Municipal, County, State and Federal Codes and Regulations applicable to Project. B. Obtain, and pay for, required permits except those furnished by Owner. C. Owner furnished permits: 1. Master Plan Shorelands Development Permit 1.02 REGULATORY AUTHORITIES A. General: Authorities having Jurisdiction over project, or parts of project, include those listed below. B. King County 1. Dept. of Health 1510 Public Safety Building Seattle Plumbing Permits and Inspections (206) 587 -2732 Gas Permits and Inspections (206) 587 -2727 2. Dept. of Public Works King County Administration Building Seattle Roads Division (206) 344 -7490 Solid Waste Division (206) 344 -3840 Surface Water Management Division (206) 344 -3874 3. Airport - Boeing Field Seattle Airport Engineer (206) 344 -7380 4. Puget Sound Air Pollution Control Agency (PSAPCA) 200 W. Mercer Seattle (206) 344 -7330 C. Tukwila, City of: 6200 Southcenter Blvd. Tukwila, WA 98188 Building Permits (206) 433 -1851 Permit Inspections (206) 433 -1851 Grading Permits and Inspections (206) 433 -1851 HVAC Permits (206) 433 -1851 SEPA State Environmental Policy Act (206) 433 -1847 91297.01:A 01060 - 1 BE &C AUTOCLAVE NO.6 SECTION 01060 ENGINEERS BUILDING 21.01 REGULATORY REQUIREMENTS SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 Shorelands and Wetlands Development Fire Marshall Street Use Permits Storm Sewer (other than Boeing Field) D. Washington State 1. Dept. of Labor and industries (DOLI) Electrical Permits and Inspections 19435 W Valley Highway - Bldg. S -108 Kent Workplace Safety Inspections 300 W Harrison - Room 301 Seattle (206) 433 -1847 (206) 575 -4404 (206) 433 -1850 (206) 433 -1850 (206) 872 -6363 (206) 281 -5740 E. Other as applicable. 1.03 CODES AND REGULATIONS A. General: Codes and regulations apply as adopted and amended by Regulatory Authorities. Codes and regulations applicable to protect include: 1. National Electrical Code (NFPA 70). 2. National Life Safety Code (NFPA 101). 3. Puget Sound Air Pollution Control Agency (PSAPCA) Regulations. 4. Uniform Building Code (UBC). 5. Uniform Plumbing Code (UPC). 6. Uniform Mechanical Code (UMC). 7. Washington State industrial Safety and Health Act (WISHA). 8. Washington State Environmental Policy Act (SEPA). 9. Other as applicable. 1.04 PUBLIC UTILITIES A. Water Seattle Water Department 821 Second Avenue Seattle Engineering (206) 625 -4125 91297 -01:A 01060 - 2 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 01060 REGULATORY REQUIREMENTS 26 NOVEMBER 1991 B. Sewer Seattle Sewer Utility Seattle Municipal Building Seattle Site sewer permits and inspection C. Solid Waste Disposal - see King County. D. Electric E. Gas Seattle City Light 1015 Third Avenue Seattle Washington Natural Gas Co. 815 Mercer St. Seattle (206) 625 -2317 (206) 625 -3000 (206) 464-1999 F. Telephone US West Communications Seattle (206) 346 -8500 G Underground Utility Locating Service 1-800-424-5555 H. Other as applicable. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 91297 -01:A 01060 - 3 BE&C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 01075 DEFINITIONS AND INTENT 26 NOVEMBER 1991 PART 1 GENERAL 1.01 DESCRIPTION A. The following items generally supplement conditions of the Contract. If these conflict with the Contract requirements and General or Special Conditions, the latter take precedence. 1. "Specialist" means "An individual or firm with established reputation regularly engaged in and maintaining a regular force of workers skilled in (as applicable): Manufacturing, fabricating, or otherwise performing required work. a. Unless otherwise noted, the Specialist is required to have been a satisfactorily functioning entity no less than 5 years and to be certified by the manufacturer. 2. "Contract Document" as used in Contract documents includes Bidding Requirements, Contract Forms, General Conditions and Special Conditions of the Contract, specifications, and other Items listed in the Contract Document Table of Contents. a. The Contract Documents include items necessary for the proper execution of the work, including the testing and demonstrated functioning of all Items and materials to be provided and installed by the Contractor. The Contract Documents complement each other and are equally binding alone or together. The Contractor Is required to implement that work to the intended result, which is reasonably inferable from the Contract Documents. 3. Substantial or Early Completion: The date certified by the Construction Manager when construction is sufficiently complete, in accordance with the Contract Documents, that the Owner can occupy or use the Work, or designated portion of the Work, for the use for which It is intended. 4. Drawings are diagrammatic: a. Drawings are in part diagrammatic and do not necessarily show complete construction details, work, materials, performance, or installation. Nor do they necessarily show how construction details, other items of work, fixtures, and equipment may affect any particular installation. Correlate the Work to bring the parts together into a satisfactory and completed whole. b. Drawings incorporate new construction into existing facilities, and also modify existing facilities; as such they are diagrammatic and do not purport to convey all the details and conditions of existing facilities. 91297.O1:A 01075.1 BE &C ENGINEERS AUTOCLAVE NO.6 SECTION 01075 BUILDING 21.01 DEFINITIONS AND INTENT SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 5 Drawing dimensions and measurements: Dimension notations on Drawings govern. Do NOT scale the Drawings. a Check dimensions in the field and verify them with respect to adjacent or incorporated work. If dimensions do not sufficiently describe the work, notify the Construction Manager immediately. Unless otherwise determined by the Construction Manager, large -scale Drawings take precedence over smaller scale plans, elevations, and cross- sections. b. It is understood that all Contractor's scale drawings; but, they are responsible for those dimensions and use them at their own risk. 6. Existing building dimensions and conditions are garnered from existing data and are shown on Drawings for Contractor's convenience ONLY. The Owner does not guarantee accuracy of such dimensions or conditions. The contractor is to field verify. It is the Contractor's responsibility to be informed as to existing conditions affecting the work. a Before installing any item or material, verify that new construction surfaces are plumb, level, true to line, and straight. Existing work receiving installed items or material all to be as plumb, level and true to line as is reasonably possible given specified tolerances. Perform without extra cost shimming, blocking, grinding, or patching required to make installed items and materials plumb, level, true to line, and straight. b. No increase will be made In Contract price because of negligence in verifying easily discernable conditions bearing upon your costs. 7. Workmanship: Conform to accepted trade practices, specified standards or specifications, whichever is more stringent. b. Take care in attention to detail and fitting at intersections and junctures of materials. Joints are to be tight, straight, even, and smooth. END OF SECTION 91297 -01:A 01075 -2 BE &C AUTOCLAVE NO.6 SECTION 01090 ENGINEERS BUILDING 21.01 REFERENCED STANDARDS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL 1.01 INCORPORATING STANDARDS A. Published industry standards are referenced throughout the specification to establish quality requirements for materials and workmanship. To the extent standards are incorporated by reference, they are as binding as if fully repeated. B. Referenced standards are listed in each section by: Publishing body name and acronym, abbreviated designation, issue date, amendment date, and title. Follow edition of date specified, including amendments, or submit substitution request in accordance with Section 01630. If no edition date is specified, follow latest edition in effect at invitation for Bids date. 1.0 2 QUALITY ASSURANCE A Copies on site: Provide one copy of the following references on site for use by everyone involved with Protect. 1. General reference a Uniform Building Code (UBC) b. UBC Standards c. Uniform Plumbing Code (UPC) d. WISHA Regulations e. Washington Handicapped Accessibility Standards f. ASTM Standards in Building Codes; 26th Edition g. Local building code amendments and additions. 2. Cites references required to be on -site by individual sections in Divisions 2 through 16 of the Technical Specification. PART 2 - PRODUCTS 2.01 MATERIALS A Plainly mark materials specified by Referenced Standard to identify standard, grade, and other criteria specified. Where marking of individual pieces is impracticable, as in materials furnished in bulk form, furnish certificate of compliance upon request. 91297.01:A 01090 -1 BE&C AUTOCLAVE NO.6 SECTION 01090 ENGINEERS BUILDING 21.01 REFERENCED STANDARDS SPEC. NO. 326-91297-TS-01 26 NOVEMBER 1991 PART 3 - EXECUTION (NOT USED) END OFSECTION 91297-01:A 01090-2 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 01120 ALTERATION PROJECT PROCEDURES 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A Coordinate work of trades, schedule elements of alterations, and renovation work by expedient procedures and methods. B. In addition to demolition shown on Drawings and specified in Section 02070 - Selective Demolition, cut, move, and remove items to allow alterations and new work to proceed. 1. Remove abandoned and useless items such as piping, conduit, and wiring. 2. Remove unsuitable or extraneous materials such as abandoned furnishings and equipment and debris such as rotted wood, rusted metals, and deteriorated construction. 3. Repair or remove unsafe and unsanitary products and construction. 4. Clean surfaces and remove finishes to install new work and finishes. 5. Fill holes and depressions. Patch, repair, and refinish [existing items to remain] to specified condition for each material. Perform transitions between existing and new construction. Match existing work. 6. Perform work required to make existing surfaces plumb, true, and square before proceeding with new construction. 1.0 2 RELATED SECTIONS Section 01045 - Cutting and Patching Section 02070 - Selective Demolition 1.03 DISCOVERY AND REMOVAL OF HAZARDOUS PRODUCTS AND CONSTRUCTION A. Immediately stop work and seal off the area. Report encounter to the Construction Manager and other concerned parties. Await further instructions before proceeding. 1 .04 QUALITY ASSURANCE A Trade qualifications of persons executing removals and alterations: 1. Specialists as defined in Section 01075. 2. Skilled mechanics capable of returning surfaces to appearance of new work and matching existing construction and workmanship without damage. 91297 -01:A 01120-1 C� BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 01120 ALTERATION PROJECT PROCEDURES 26 NOVEMBER 1991 PART 2 - PRODUCTS 2.01 SALVAGED MATERIALS A As applicable, salvage sufficient quantities of cut or removed material to replace damaged construction, if material is not readily obtainable on current market. 1. Store salvaged items in a dry, secure place on site. 2. Items not necessary for repairing existing work remain Owner's property. B. Do not Incorporate salvaged or used materials into new construction, unless instructed to do so by the Construction Manager, or unless shown on Drawings. 2.02 PRODUCTS FOR PATCHING, EXTENDING, AND MATCHING A Provide same products and construction as existing structure. Furnish products and work as needed to patch, extend, or match existing construction and finish. 1. Generally, Contract Documents will not define products or workmanship standards present in existing construction. Determine products and workmanship by inspection or by testing, as necessary. Use existing work as a sample for comparison. PART 3 - EXECUTION 3.01 EXAMINATION A Verify demolition is complete and areas are ready for installation of new work. B. Beginning of restoration work constitutes acceptance of conditions as satisfactory. 3.02 PREPARATION A. Execute cutting and removals to remove minimum work necessary. Avoid damaging adjacent work. 1. Cut finish surfaces in a straight line. Make cuts at natural division points. a. Salvage and clean removals if indicated for reuse and restoration. B. Protect and prevent damage to existing finishes, equipment, and adjacent work scheduled to remain. 1. Protect existing and new work from weather and extremes of temperature. Keep facility weather- and air - tight. 91297 -01:A 01120 -2 BE &C SECTION 01120 ENGINEERS AUTOCLAVE NO.6 ALTERATION PROJECT BUILDING 21.01 PROCEDURES SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 a; a Maintain heat, ventilation, and humidity controls in work areas as needed to prevent damage to new and existing work. C. Discovered materials that have value remain in Owner's possession. 1. Promptly notify the Construction Manager, when you make a discovery. 2. Protect discoveries from damage. 3. The Construction Manager will promptly transmit Owner's decision for disposition. 4. Store items to be retained by Owner in a safe, dry place where directed. Dispose items Owner releases. 3.03 ADJUSTMENTS A. Except as otherwise detailed, where partitions are removed, patch floors, walls, and ceilings with finish materials matching existing. 1. Where partition removal results in adjacent spaces becoming one, rework floors and ceilings to provide smooth planes without breaks, steps, or bulkheads. 2. Where changes of plane of 2 inches or more occur, request the Construction Manager's instructions for transition method required. B. Trim and refinish existing doors remaining to clear new floors. 3.04 DAMAGED SURFACES A. Portions of existing finished surfaces found to be damaged, lifted, discolored, or showing other imperfections: Patch and replace with matching material. 1. Repair and provide support of substrate before patching the finish. 2. Refinish patched portions of painted or coated surfaces; produce uniform color and texture over entire surface. 3. When existing surface finish cannot be matched, refinish entire surface to nearest intersections. 3.05 TRANSITION FROM EXISTING TO NEW WORK A. When new work abuts or is finished flush with existing work, make smooth and careful transitions. PATCHED WORK IS REQUIRED TO MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. Patch or transition is required to be invisible at 5 feet. 91297 -01:A 01 120 -3 BE&C SECTION 01120 ENGINEERS AUTOCLAVE NO.6 ALTERATION PROJECT BUILDING 21.01 PROCEDURES SPEC. NO. 326-91297-TS-01 26 NOVEMBER 1991 1. When finished surfaces are cut in such a way that a smooth transition with new work Is not possible, terminate existing surfaces neatly along straight lines at natural divisions. Apply trim as appropriate to finished surfaces. 3.06 CLEANING Perform periodic and final cleaning. 1. Clean spillage, overspray, and heavy collection of dust in Owner-occupied areas immediately. 2. Clean adjacent newly Owner-occupied areas daily (as applicable to construction operations). B. At completion of work of each trade, clean the area and make surfaces ready for work of successive trades. C. At completion of alteration work in each area, provide final cleaning and return space to condition suitable for use by Owner. END OF SECTION 91297-01:A BE &C AUTOCLAVE NO.6 SECTION 01300 ENGINEERS BUILDING 21.01 SUBMITTALS SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Submittal procedures. 1.02 RELATED REQUIREMENTS Special Conditions: Submittals and substitutions General Conditions: Contractor - Furnished Drawings, samples, certificates and data. Section 01630 - Product Options and Substitutions Section 01720 - Project Record Documents: Annotated, updated, finalized, construction documentation. Section 01730 - Operating and Maintenance Data Section 01740 - Warranties and Bonds Section 15010 - Basic Mechanical Requirements Section 16010 - Basic Electrical Requirements Divisions 2 through 16 - Submittals as required and specified. 1.03 SUBMITTAL PROCEDURES A Provide space for Contractor and Construction Manager review stamps. B. Apply Contractor's stamp. Sign or initial as certification that review, verification of products required, field dimensions, adjacent construction work, and coordination of information are in accordance with the requirements of the Work and the Contract Documents. Submittals without Contractor's stamp will be rejected. C. Schedule submittals to expedite the Project. Identify long lead time items requiring expediting. Deliver schedule to Construction Manager. Coordinate submittals of related items. Revise schedule as Project proceeds. Allow 10 working days for Engineer's review. 1. When it is not feasible to comply with schedule, allow for reasonable rescheduling. Confer with Construction Manager to request fair assessment and required rescheduling. 2. When additional review and approval beyond the Engineer is required, allow 10 working days for each reviewing agency. 91297 -01 :A 013 0 0-1 BE &C AUTOCLAVE NO.6 SECTION 01300 ENGINEERS BUILDING 21.01 SUBMITTALS SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 D. Transmit each submittal with Construction Manager - accepted form. Sequentially number the transmittal forms. E. Identify Project, Contractor, subcontractor or supplier, pertinent Drawing sheet and detail number(s), specification section number, and other relevant information. F. Reviewed submittals will be transmitted from Engineer to Construction Manager for return to Contractor. G Revise and resubmit submittals as required, identifying changes made since previous submittal. Identify resubmittais with original number and an alphabetic suffix. H. Distribute copies of reviewed and accepted submittals to concerned parties. Instruct parties to report promptly if they are unable to comply. 1.04 CONSTRUCTION PROGRESS SCHEDULE A. Submit progress schedule to Construction Manager in accordance with General Conditions. B. Revise and resubmit as required. C. Indicate submittal dates required for Shop Drawings, product data, samples, and product delivery dates, including those furnished by Owner. 1.05 PROPOSED PRODUCTS UST A. Submit complete list of major products proposed for use, with name of manufacturer, trade name, model number of each product, and name of subcontractor installing the work. Include delivery time from date order is placed. B. For products specified only by reference standards, cite the standard and give manufacturer, trade name, model or catalog designation, and installer. 1.06 SHOP DRAWINGS A. When specifically called for, In individual sections, submit in the form of one reproducible transparency and two opaque reproductions. One copy will be retained by Construction Manager. One copy will be retained by Engineer. Annotated reproducible will be returned to Contractor. B. After review, reproduce and distribute in accordance with article on Submittal Procedures above and for Record Documents. 1.0 7 PRODUCT DATA A. Submit three copies; one retained by Construction Manager, one retained by Engineer and one copy to be returned to Contractor. 91297 -01:A 01300 -2 BE &C AUTOCLAVE NO.6 SECTION 01300 ENGINEERS BUILDING 21.01 SUBMITTALS SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 B. Mark each copy to identify products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. C. After review, distribute in accordance with article on submittal procedures above and provide copies for Record Documents as described in Section 01720. 1.08 SAMPLES A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts of attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of manufacturer's standard or custom colors. If specified, show textures and patterns for Construction Manager's selection. C. Include identification on each sample with full Project information. D. Unless otherwise specified, submit 3 samples of each required item, one to be retained on site by the Construction Manager. E. Reviewed samples that may be used in the Work are indicated in individual specification sections. 1.0 9 MANUFACTURER'S INSTRUCTIONS A When specified in individual specification sections, submit manufacturer's printed instructions for delivery, storage, assembly, installation, startup, adjustment, and finishing. Provide In quantities specified for Product Data. B. Identify conflicts between manufacturer's instructions and Contract Documents on submittal. 1.10 CONTRACT CLOSEOUT A Submit in accordance with Conditions of the Contract. 1 .1 1 MANUFACTURER'S CERTIFICATES A. When specified in individual specification sections, submit manufacturer's certificate to Construction Manager for review. Provide quantities specified for Product Data. B. Indicate that material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or product, as acceptable to Construction Manager. 91297.01:A 01300 -3 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 01300 SUBMITTALS 26 NOVEMBER 1991 1.12 UST OF SUBCONTRACTORS A. Submit as required in Conditions of the Contract. 1.13 MISCELLANEOUS A. Submit information required as a condition of the Building Permit issued by code authority. END OF SECTION 91297 -01:A 01300.4 BE &C AUTOCLAVE NO.6 SECTION 01400 ENGINEERS BUILDING 21.01 QUALIZYCONTROL SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A General requirements for Source and Field Quality Control. 1.02 RELATED SECTIONS A. Applicable sections: Detailed requirements for Source and Field Quality Control. 1.03 OWNER FURNISHED INSPECTION AND TESTING A. Required under Chapter 3, UBC. B. Other inspection and testing wherever required under Source and Field Quality Control in various sections. C. Discretionary testing ordered by Construction Manager. 1.04. CONTRACTOR PAYMENT FOR INSPECTION AND TESTING A Contractor may be backcharged and payment may be withheld according to General Conditions for- 1. Testing of repaired work and testing new work replacing rejected work. 2. Costs for time, travel and related expense if work is not ready to be tested or inspected at time requested by Contractor. 1.05 SUBMITTALS A. Schedule of anticipated test dates. B. Notice of specific inspection dates. 1.06 DUTIES OF SOILS ENGINEER AND LABORATORY A Obtain and handle test samples at Protect Site and at product source. B. Report noncompliance with specifications and Drawings: Immediately notify Construction Manager and Contractor. 1.07 LIMITATIONS OF AUTHORITY OF SOILS ENGINEER OR TESTING LABORATORY A. Laboratory is not authorized to- 1. Release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Approve or accept any portion of the work. 91297 -01:A 01400-1 BE &C AUTOCLAVE NO.6 SECTION 01400 ENGINEERS BUILDING 21.01 QUALITY CONTROL SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 3. Perform duties of Contractor. 4. Stop the work. 1.08 SCHEDULE A. Schedule, as far in advance as practicable, anticipated tests and inspections. Include major testing and Inspection in Construction Schedule allowing adequate time for test/Inspection, evaluation and approval. B. Notice: Where inspection is required at a specific date, 2 day notice is required, schedule not withstanding. Telephone notice is acceptable. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.01 SPECIFIED QUAUTY CONTROL A. Detailed requirements are specified in applicable sections. 3.02 DISCRETIONARY QUALITY CONTROL A. Construction Manager may order additional tests and inspections at any time. 3.03 CONTRACTOR RESPONSIBILITIES A. Deliver to laboratory at designated location, adequate samples of materials proposed io be used which require testing, along with proposed mix designs. B. Cooperate with laboratory personnel, and provide access to the Work and to manufacturer's facilities. C. Provide incidental labor and facilities to provide access io work to be tested, to obtain and handle samples at the site or at source of Products to be tested, to facilitate tests and inspections, storage and curing of test samples. 3.04 RETESTING REJECTED WORK A. Contractor may request retesting if work is rejected based on initial testing. 1. If second test is also negative, work will be rejected. 2. If second test is positive, Construction Manager may elect to accept work, or 91297 -01:A 01400 -2 BE&C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326-91297-TS-01 SECTION 01400 QUALJTY CONTROL 26 NOVEMBER 1991 3. Order third test. If third test is positive, work will be accepted; if negative, rejected. 4. Cost of retesting will be charged to contractor if work is rejected. 3.05 SCHEDULE OF TESTING AND INSPECTION A. The following schedule lists quality control required, by section. This schedule is provided for convenience of Owner, testing agency, and Contractor. Quality control will be according to specifications whether or not listed below. Section DIVISION 2 - 02200 02371 DIVISION 3 03300 Title Source QC Field QC SITEWORK EARTHWORK AUGER-CAST GROUT PILES CONCRETE CAST-IN -PLACE CONCRETE END OF SECTION 91297-01:A BE &C SECTION 01630 ENGINEERS AUTOCLAVE NO.6 PRODUCT OPTIONS BUILDING 21.01 AND SUBSTITUTIONS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Contractor's options in selection of products. 1.02 SUBMITTALS A. Submit triplicate requests for substitutions of products to Construction Manager. Use form provided at end of this section. One copy will be retained by Engineer, one copy retained by Construction Manager, and one copy returned to Contractor. B. Within 15 days after Award of Contract, submit three copies of a list of major products which are proposed for installation. 1. Tabulate products by specification section number, title, article number, manufacturer, and model number. 2. For products specified by reference standard, list manufacturer, trade name, model or catalog designation, and reference standard. 1.03 OPTIONS A. Where specified only by reference standards: Select any product meeting standards by any manufacturer. B. Where specified by naming several products or manufacturers: Select any product and manufacturer named. Other products and manufacturers will not be considered. C. Where specified by naming one or more products, but indicating "or approved" after specified listing: Specified product is preferred and designates the quality standard. Submit request for another product on the attached form. D. Where specified by naming only one product and manufacturer: There is no option and no substitution will be allowed except under certain conditions specified in EXCEPTIONS. 1.0 4 CONTRACTOR REPRESENTATIONS A. I have personally investigated proposed product and, in my opinion, it is as appropriate as or superior in all respects to that specified. B. I have coordinated installation of accepted substitution and guarantee to complete it in all respects. C. I have outlined changes required on the form. D. I will provide the same guarantee for the substitution as for the specified product. 91297.01:A 01 630 -1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 26 NOVEMBER 1991 E. My cost impact figures are complete and include related costs under the Contract, but exclude costs under separate contracts. See attached form. F. I waive claims for additional costs related to the substitution that subsequently become apparent. 1.05 LIMITATIONS ON SUBSTITUTIONS A. Substitution requests will be considered only within 15 days after Award of Contract. Subsequent requests will be considered only in case of product unavailability or other conditions beyond control of Contractor. Substitutions will NOT be considered if Indicated or implied on Shop Drawings or other data submittals without attached form, when requested directly by subcontractor or supplier, or Acceptance will require substantial revisions of Contract Documents. B. Approval of any substitution or product option does not relieve the contractor of the responsibillity of ensuring the proper fit, recommended access to equipment, and proper mounting of the various parts of the work. C. Exceptions: After Contract date, Owner may, at his option, consider curtain other substitutions from the General Contractor submited in accordance with requirements of this section. Indicate one or more of the following reasons for the request: 1. Substitution is required for compliance with final code interpretation requirements or with Insurance regulations. 2. Specified product is unavailable through no fault of Contractor or subcontractor. 3. Subsequent information discloses specified product is unable to perform properly or fit designated space. 4. Manufacturer or fabricator refuses to certify or guarantee performance of specified product. 5. Substitution saves substantial cost, time, or other considerations. (Show accurate cost comparison with product or method specified.) END OF SECTION NOTE: SUBSTITUTION REQUEST FORM FOLLOWS. 91297.01 :A 01630-2 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 26 NOVEMBER 1991 SPECIFIED ITEM: Section SUBSTITUTION REQUEST FORM Paragraph Bpacified Item PROPOSED SUBSTITUTION: Attached data includes dimensional information, performance data, differences from specified product, laboratory tests, specifications, and Drawings indicating changes required to Contract Documents for proper installation, photographs, samples, and manufacturer's data adequate for evaluation of the request with applicable portions of data clearly identified. The undersigned certifies that the following paragraph, unless modified by attachments, are correct. A. The substitution does not affect the dimensions shown on Drawings. B. The undersigned will pay for changes to the building design, including engineering and detailing costs incurred by BE &C Engineers, caused by the requested substitution. C. The undersigned will pay additional costs related to substitution that become apparent as a consequence of this substitution. D. The proposed substitution has no adverse affect on other trades, other contracts, construction schedule, and operation, maintenance, specified warranty requirements. E. Maintenance and service parts will be locally available for the proposed substitution. F. Indicate all savings to be passed along to Owner. (Attach statement showing accounting of changes to the Contract sum showing bid price for item and cost of substitution item). THE UNDERSIGNED HAS THE LEGAL AUTHORITY TO BIND THIS FIRM AND ATTESTS THAT THE PROPOSED SUBSTITUTION IS EQUAL OR SUPERIOR TO THE SPECIFIED ITEM IN FUNCTION AND QUALITY. SUBMITTED BY: SIGNATURE TITLE FIRM DATE ADDRESS TELEPHONE FOR USE BY ENGINEER: ACCEPTED ACCEPTED AS NOTED NOT ACCEPTED RECEIVED TOO LATE REMARKS: END OF FORM 91297-01:A 01630 -3 BE &C ENGINEERS SECTION 01720 AUTOCLAVE NO.6 PROJECT RECORD BUILDING 21.01 DOCUMENTS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Maintaining Project Record Documents at site. B. Submittal of Project Record Documents during and at completion of Project. 1.02 RELATED SECTIONS Requirements under separate cover - Change Order and Field Order procedures Section 01300 - Submittals Section 01400 - Quality Control Division 2 through 16 - As required 1.03 MAINTENANCE OF RECORD DOCUMENTS AND SAMPLES A. Maintain and store in field office, apart from documents used for construction - 1. Record Contract Drawings. 2. Specifications. 3. Revisions. 4. Change Orders and other modifications to the Contract. 5. Field Orders and other written instructions. 6. Accepted Shop Drawings and other submittals. 7. Field test records. B. Provide files and racks for document storage. C. File documents in accordance with Specification's Table of Contents. D. Maintain documents in orderly, clean, and legible condition. Do not use record documents for construction purposes. E Sample storage: Provide locked cabinet or other secured storage. F. Keep documents and samples available for inspection by Construction Manager. 91297.01 :A 01720-1 BE &C SECTION 01720 ENGINEERS AUTOCLAVE NO.6 PROJECT RECORD BUILDING 21.01 DOCUMENTS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 1.04 MARKING DEVICES A. Provide felt -tip marking pens for recording information in color code. Indicate color code on first sheet. 1.05 RECORDING A Label each document PROJECT RECORD in neat, large printed letters. B. Record information concurrently with construction progress. 1 . Do not conceal work until required information is recorded. C. Legibly mark blue or black line prints to record actual construction. 1. Record locations and measurements of services, utilities and equipment. Reference to permanent construction. 2. Note changes of direction and location by dimension and elevation as utilities are installed. Show items requiring maintenance. 3. Show location of construction - concealed utilities and appurtenances referenced to visible and accessible features of the structure. 4. Show details and locations not on original Contract Drawings. 5. Record detail and dimension changes made on site by Field Order. 6 . Show changes made by Change Order. D. Specifications and revisions: Legibly mark each item to record — 1 . Manufacturer, trade name, catalog number, and supplier of each equipment item actually installed. 2. Changes made by Field and Change Orders. E. Shop Drawings: Maintain and legibly annotate to record changes made after review. 1.0 6 SUBMITTALS A. At Contract Closeout and before final payment, deliver record documents to Construction Manager. Include- 1 . Original marked -up print of each required Project Record (As- Built) Drawing plus one reproducible (xerox) of original. 2. One set original specifications with markups of changes. 91297.01:A 01720 -2 BE &C SECTION 01720 ENGINEERS AUTOCLAVE NO.6 PROJECT RECORD BUILDING 21.01 DOCUMENTS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 B. Accompany submittals with duplicate transmittal letters indicating - 1. Date. 2. Project title and number. 3. Contractor's name, address, and telephone number. 4. Title and number of each record document. 5. Signature of Contractor or his authorized representative. END OF SECTION 91297.01:A 01720 -3 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 01730 OPERATING AND MAINTENANCE DATA 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Formatting manual submittals. B. Compiling product data and related Information appropriate for Owner's maintenance and operation. Modifying data as required to accurately represent completed installations. C. Instructing Owner's personnel in maintenance, equipment, and systems operations prior to Owner's acceptance of any portion or stage of the work. D. For additional requirements see respective architectural, mechanical, and electrical specification sections. E. Submitting 3 copies of final manuals. 1.02 RELATED SECTIONS Section 01300 - Submittals Section 01720 - Project Record Document Section 01740 - Warranties and Bonds Divisions 15 and 16 - Mechanical and Electrical 1.03 FORM OF SUBMITTALS A. Prepare data in form for use by Owner personnel. 1. Material is to be used by Contractor for instruction of Boeing personnel and be appropriate for such use. 2. Size: 8 -1/2 x 11 inches 3. Paper: 20-lb minimum; white for typed pages 4. Text: Manufacturer's printed data, or neatly typewritten information. 5. Drawings: a Provide reinforced punched binder tab, bound in with text. b. Fold oversized Drawings and place in pocket glued to inside of back cover. 6. Arrange content by systems, under CSI Masterformat section numbers. 91297 -01 :A 01730.1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 01730 OPERATING AND MAINTENANCE DATA 26 NOVEMBER 1991 7. Provide flyleaf for product and major component parts of equipment followed by typed descriptions. Provide indexed tabs. 8. Cover: Identify each volume with typed or printed title: "OPERATING AND MAINTENANCE INSTRUCTIONS" Show title of project; names of Owner and Engineer; Contractor's name and responsible principal, address, and telephones number; subcontractor; subject matter; and completion date of Contract. B. Binder: Commercial quality, 8 -1/2 x 11 inch, three -ring type with durable hardback and cleanable plastic covers; maximum ring size as suitable to content, 3 -inch maximum. All of one color. 1. When multiple binders are used, correlate data into related groupings. 1.04 CONTENTS OF MANUALS A Neatly typewritten table of contents: Arrange as specified. Include an indexed list of each product and system data sheets. 1. Show for each product the name, address, and telephone number of the responsible– a Subcontractor or installer b. Maintenance contractor, as applicable 2. Show the local source of supply for parts and replacements. 3. Clearly identify products, component parts, and materials required to keep systems and equipment in fully functioning condition. Identify by part number and description. B. Product data: Submit original product literature only. Copies are not acceptable. 1. Include only sheets pertinent to specific product. Annotate each sheet to— a Clearly identify specific product or part installed. b. Clearly identify data applicable to installation. c. Delete inapplicable information. 91297.O1:A 01730-2 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 01730 OPERATING AND MAINTENANCE DATA 26 NOVEMBER 1991 C. Drawings: 1. Supplement product data with drawings required to clearly iilustrate- a Control and flow diagrams. b. Relations of component parts of equipment systems. 2. Coordinate drawings with information in Section 01720 - Project Record Drawings to assure correct illustrations of completed installations. 3. Do not use project record documents as maintenance drawings. D. Supplement product and installation data with typewritten text. 1. Organize in consistent format under separate headings for different procedures. 2. Provide logical installation sequence for each procedure. E. Copy of each warranty, bond, and service contract issued. See Section 01740. 1. Provide information sheet for Owner's personnel. Indicate: a Proper procedures in event of failure. b. Instances that might affect validity of warranties and bonds. 1.05 MANUAL FOR MATERIALS AND FINISHES A. Submit complete manual in final form. B. Include manufacturer's data on architectural products, applied materials, and finishes including: 1. Catalog number, size, and composition. 2. Color and texture designations. 3. Information required for reordering special manufactured products. C. Furnish instructions for care and maintenance including: 1. Manufacturer's recommendation for types of cleaning agents and methods. 2. Cautions against cleaning agents and methods detrimental to products. 3. Recommended schedule for cleaning and maintenance. 91297.O1:A 01730-3 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 01730 OPERATING AND MAINTENANCE DATA 26 NOVEMBER 1991 D. Bind in "moisture- protection" and "weather- exposed" product information. List applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. E. See respective specification sections for additional maintenance data requirements. F. Provide a listing in Table of Contents for design data with tabbed fly sheet and space for insertion of data. 1 .06 MANUAL FOR EQUIPMENT AND SYSTEMS A. Include description of unit or system and component parts for each item of equipment and each system. Show function, normal operating characteristics, and limiting conditions. Provide performance curves with engineering data and tests. Include complete nomenclature and commercial number of replaceable parts. B. Panelboard circuit directories: Provide electrical service characteristics, controls, and communications. C. Include as- installed color -coded wiring diagrams. D. Operating procedures: Provide start-up, break -in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shutdown, and emergency instructions. Show any special operating instructions. E. Maintenance requirements: Furnish routine procedures and guide for trouble- shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions, or complete replacement, as required. F. Provide servicing and lubrication schedule. List lubricants required. G Include manufacturer's printed operation and maintenance instructions. H. Furnish sequence of operation by controls manufacturer. I. Provide complete parts list including original manufacturer's parts list, supplementary and incidental parts, illustrations, assembly Drawings, and diagrams required for maintenance. J. Provide as- installed control diagrams by controls manufacturer. K. Provide Contractor's coordination Drawings, with as- installed color -coded piping diagrams. L. Provide charts of valve tag numbers, with location and function of each valve keyed to flow and control diagrams. 91297 -01 :A 01730-4 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 01730 OPERATING AND MAINTENANCE DATA 26 NOVEMBER 1991 M. Provide list of original manufacturer's recommended spare parts, current prices, and quantities to be maintained in storage. N. Include test and balancing reports as specified in Section 15990. Q Complete additional requirements as specified in individual specification sections. P. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data. 1.07 INSTRUCTION OF OWNER PERSONNEL A. Before final inspection, instruct Owner's designated personnel in operation, adjustment, and maintenance of products, equipment, and systems at agreed -upon times. 1 .08 MANUAL SUBMITTALS A. Submit two copies of preliminary drafts of proposed formats and outlines of contents before final assembly of the information. The Construction Manager will review drafts and return one copy each with comments. B. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit documents within 10 days after acceptance. C. Submit three copies each of completed volumes in final form 15 days prior to final inspection. Copies will be returned after final inspection, with the Construction Manager's comments. Revise content as required before final submittals. D. Submit revised volumes in final form within 10 days after final inspection. 1.09 TRAINING A. Provide training and instruction to Owner maintenance and operating personnel designated by the Construction Manager. B. Training and instruction content: 1. Operation of equipment. 2. Maintenance of equipment. 3. Review of systems: a. Where data is located. b. Where are valves, switches. 4. Preventive maintenance schedule. 91297.01:A 01730 -5 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 01730 OPERATING AND MAINTENANCE DATA 26 NOVEMBER 1991 5. What spares or maintenance stocks are available. 6. What type of cleaning agents to use and methods to be employed. C. Provide training and instruction prior to final acceptance of work. D. Instruction sessions location to be on site and arranged by Construction Manager. E. Instruction sessions are to group content into related groups; i.e., all piping, valves, etc. together, various doors and hardware together, hoisting equipment together, etc.; submit schedule for training to Construction Manager for approval. F. Training time noted in sections is illustrative of time that might be expected for training. Sections noted with training time Increment must be covered by instructions. END OF SECTION 91297.01 :A 01730 -6 BE &C AUTOCLAVE NO.6 SECTION 01740 ENGINEERS BUILDING 21.01 WARRANTIES AND BONDS SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Preparing, compiling, and submitting specified certificates, guarantees, warranties, bonds, and service and maintenance contracts. 1.02 RELATED SECTION Section 01700 - Contract Closeout Section 01730 - Operating and Maintenance Data 1.03 SUBMITTAL REQUIREMENTS A. Assemble executed certificates, warranties, guarantees, bonds, and required service and maintenance contracts from the respective manufacturers, suppliers, and subcontractors. B. Number of original signed copies required: Three each. C. Neatly type Table of Contents in orderly sequence. D. Contents: Separate with tabbed dividers keyed to Table of Contents. Provide complete information for each item following (as applicable): 1. Product or work item. 2. Firm, with name of principal, address, and telephone number. 3. Description of guarantee, warranty and bond (as applicable). 4. Date of beginning of guarantee, warranty or service and maintenance contract; duration of guarantee, warranty or service and maintenance contracts. 5. Contractor, name of responsible principal, address, and telephone number. 6. Name of local firm responsible for work required during correction period. 1.04 FORM OF SUBMITTALS A. Prepare in triplicate conforming to following requirements: 1. Size: 8 -1/2 x 11 inch punched sheets for three -ring binder. Fold larger sheets to fit into binders. 2. Binders: Commercial quality, three -ring, with durable and cleanable plastic cover. 91297.01 :A 01740-1 BE &C AUTOCLAVE NO.6 SECTION 01740 ENGINEERS BUILDING 21.01 WARRANTIES AND BONDS SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 3. Covers: Identify each binder with typed or printed title, "WARRANTIES, GUARANTEES, AND BONDS" and show — a. Title of Project. b. Name of Contractor. B. Format for warranties, guarantees: 1. In addition to warranties and guarantees required by General Conditions of Contract, furnish written warranties and guarantees for certain portions of Work for longer periods as specified in individual sections. 2. Address them to Owner. 3. Submit to the Construction Manager before final payment and acceptance of Work by Owner. 1.05 TIME OF SUBMITTALS A For equipment or component parts of equipment put into service during construction progress: 1. Submit documents within 10 days after final inspection and acceptance. Otherwise make submittals within 10 days after Date of Early Possession or Substantial Completion (whichever occurs first) before final request for payment. B. For items of Work, where acceptance is delayed materially beyond the date of Early Possession or Substantial Completion, provide updated submittal within 10 days after Final Acceptance. 1.06 START OF WARRANTIES A. Begin warranty periods on the date of Early Possession, Substantial Completion, or Final Acceptance, whichever occurs first. END OF SECTION 91297.01:A 01 740.2 BE &C AUTOCLAVE NO.6 SECTION 02070 ENGINEERS BUILDING 21.01 SELECTIVE DEMOUTION SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Demolition work required for the completion of the new work, as shown on the Drawings or specified. 1. Site demolition, pavement. 2. Removal of portions of existing slab. 1.02 EXISTING CONDITIONS A Drawings of existing conditions are for Contractor's general reference. B. Conduct demolition to minimize interruption of occupancy use of adjacent structures. C. Provide, erect, and maintain temporary barriers and security devices. D. Conduct operations with minimum interference to public or private thoroughfares. Maintain egress and access at all times. E Do not close or obstruct roadways or sidewalks without Owner's written permission. F. Keep active utilities intact and in continuous operation. 1.03 SUBMITTALS A Submit demolition and removal procedures and schedule under provisions of Section 01300. 1.04 QUALITY ASSURANCE A Requirements of regulatory agencies: Comply with Uniform Fire Code, Article 87 "Fire Safety During Construction, Alteration, or Demolition of a Building ". B. Hazardous waste disposal: Contact Environmental Protection Agency Waste Management Branch, Tel. (206) 553 -4153. 1.05 SALVAGE A Salvage is categorized into three groups as follows: 1. Items to be reused on the present project. 91297.01:0 02070 -1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 02070 SELECTIVE DEMOLITION 26 NOVEMBER 1991 2. Items to be turned over to the Owner. 3. Items that become the property of the Contractor. B. Promptly remove material that becomes your property and that is not approved for reuse by the Engineer by removing it from the Owner's premises and disposing of it in a legal manner. Obtain property pass before removal of anything but rubble and debris from site. 1.06 COORDINATION A Coordinate with Owner to keep interruptions of existing facilities operations to a minimum. Schedule outages of utilities; notice required at least 3 weeks prior to interruption. B. Coordinate and schedule commencement of demolition with Engineer. PART 2 - PRODUCTS None used. PART 3 - EXECUTION 3.01 PREPARATION A Sawcut pavement to provide finished edge for new paving. B. Protect existing appurtenances that are not to be demolished. C. Mark location of disconnected utilities. Identify utilities and indicate capping locations on Project Record documents. D. Before starting demolition, Contractor and Engineer are to make a complete inspection of conditions of adjacent property, including visible defects close to or adjoining spaces to be altered. 3.0 2 EXECUTION A Demolish indicated paving and appurtenances. B. Stop work and notify Engineer immediately if adjacent structures are endangered. Do not resume operations until corrective measures have been taken. C. Except where noted otherwise, immediately remove demolished material from site. D. Remove, record materials and amounts, and dispose of contaminated toxic or dangerous materials at a site approved by Environmental Protection Agency for such disposal, 91297-01:0 02070.2 BE &C AUTOCLAVE NO.6 SECTION 02070 ENGINEERS BUILDING 21.01 SELECTIVE DEMOLITION SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 E. Do not burn or bury materials on site. F. Remove concrete slabs on grade as indicated. G Keep work sprinkled to minimize dust. Provide hoses and connections to water main or hydrant for this purpose. H. Backfill excavated areas, open pits, and holes caused as a result of demolition as specified in Earthwork section. I. Remove demolished materials from site as work progresses. Leave site in clean condition. 3.0 3 PROTECTION A. At completion of demolition, examine with Engineer for unscheduled damage caused by demolition work. Examination report is to be approved by both parties where damage is apparent. B. Protect existing buildings, contents, and adjacent properties from damage. Keep existing buildings watertight. C. Barriers, safety guards, and warning lights: Provide for public protection as required by law and ordinance. 3.04 CLEAN UP A. Remove demolition debris from buildings and grounds as work proceeds, not less than once a day. Allow no debris to accumulate. Remove debris at your expense. B. Coordinate with Owner for method of debris removal from site. END OF SECTION 91297-01:0 02070.3 BE &C AUTOCLAVE NO.6 SECTION 02200 ENGINEERS BUILDING 21.01 EARTHWORK SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A Excavate for below grade structures. B. Backfiil below grade structures. C. Structural fill. 1.02 UNIT PRICES A. See Bidding documents for unit prices applicable to this section. 1.03 REFERENCED STANDARDS A. American Society for Testing and Materials: ASTM -- ASTM D 1557 -78 Standard Test Methods for Moisture - Density Relations of Soils and Soil Aggregate Mixtures Using 10-lb (4.54 -kg) Rammer and 18 -in. (457 -mm) Drop ASTM C 33 -86 Standard Specification for Concrete Aggregates B. Washington State Department of Transportation: WSDOT -- 1988 Standard Specifications for Road, Bridge, and Municipal Construction 1.04 SITE CONDITIONS A. Subsurface conditions: Geotechnical data are contained in "Geotechnicai Engineering Study, 23 Acre Site, East Marginal Way South, King County, Washington," dated May 23, 1985 by Earth Consultants, Inc. PART 2 - PRODUCTS 2.01 BACKFILL AND FILL A. From excavation, before placing as fill- - 1. Remove organic debris. 2. Remove stones and other inorganic lumps larger than 6 inches. 3. Condition moisture content for 95% compaction per ASTM D 1557. B. Structural fill: From off -site, gravel borrow, WSDOT 9.03.14 modified to 100% passing 4 -inch screen, 3% maximum passing No. 200 screen. 91297.01:C 02200 -1 BE &C AUTOCLAVE NO.6 SECTION 02200 ENGINEERS BUILDING 21.01 EARTHWORK SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 3 - EXECUTION 3.01 PROTECTION A. Protect existing utilities and structures to remain. If damaged, repair to match condition extant at start of Project. 3.02 SHORING A Provide shoring and bracing where necessary- 1. Comply with WISHA requirements for safety. 2. Protect existing structures from settlement and other damage. 3. Protect below grade installations during construction. B. Removal: Remove shoring and bracing before backfilling excavations. 3.03 SURFACE WATER CONTROL A. Divert surface runoff from excavations. B. Maintain excavations free from standing water. 3.04 EXCAVATION A. General: Provide adequate work space in excavation for placement and Inspection of installations. B. Foundations: 1. Excavate to elevations shown. 2. Unauthorized overexcavation: Fill with concrete or extend foundations to new elevations at no additional expense to the Owner. 3. Obtain approval of bearing surfaces before placing concrete. 3.05 BACKFILLING AND FILLING A Protect previously placed subgrade work from damage. B. Preparation, backfilling: 1. Formwork: Remove entirely. 2. Concrete: Allow to cure 7 days minimum. Support as necessary to prevent damage. 3. Subgrade work: Complete, obtain approval. 91297 -01:0 02200 -2 BE&C AUTOCLAVE NO.6 ENGINEERS BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 02200 EARTHWORK 26 NOVEMBER 1991 4. Debris: Remove. 5. Shoring: Remove with care to avoid damage to adjacent structure or grade. 6. Verify that subgrade work is complete and approved before starting backfilling. C. Compaction: Percent of maximum density determined according to ASTM D 1557 -- 1. Within building lines: 95 %. 2. Outside building lines: a Under concrete slabs and pavements: 95% 3.06 FIELD QUALITY CONTROL A Earthwork will be monitored by Owner's Geotechnical Engineer. 1. Soil moisture test will be conducted by Geotechnical Engineer as needed. 2. Soil compaction tests will be conducted by Geotechnical Engineer as needed. B. Environmental quality will be monitored continuously. 3.07 CLEAN -UP A. Excess materials: Remove from site. B. Waste and debris: Remove from site. C. Disposal: Off site. Comply with applicable regulations. END OF SECTION 91297 -01:0. 02200.3 BE &C AUTOCLAVE NO.6 SECTION 02237 ENGINEERS BUILDING 21.01 CONTROLLED DENSITY FILL SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL 1.01 DESCRIPTION OF WORK A. Provide and install Controlled Density Fill (CDF) under existing floor slab. 1.02 RELATED SECTIONS Section 03300 - Cast -In -Place Concrete 1.03 SYSTEM DESCRIPTION A. Design requirements: CDF designed to be very fluid, pumpable and excavatable. B. Performance requirements: Compressive strength 100 psi at 28 days per ASTM D4832. 1.04 SUBMITTALS A. Submit in accordance with Contract Documents and Section 01300. B. Certificates: Provide certified copies of gradations and analysis of granular aggregates, list source of material, producer's name, and certification by independent laboratory. C. Placement plans: Submit detailed procedure plan, method of execution. 1.05 QUALJTY ASSURANCE A. Testing: Provide certified density /compaction comparison tests (independent laboratory). 1.06 DELIVERY AND HANDLJNG A. Purchase, materials, tolerances, mixing and delivery: ASTM C94, except as specified below. PART 2 - PRODUCTS 2.01 MANUFACTURERS: A. Pozzolanic Northwest Inc., 2448 76th Ave. SE, Suite 222, Mercer island, WA 98040; Tel. (206) 232 -9320, or approved. 91297-01:C 02237 -1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 02237 CONTROLLED DENSITY FILL 26 NOVEMBER 1991 2.02 MATERIALS A. Portland cement: ASTM C150 or AASHTO M85, Type I or II. B. Mineral filler (Pozzolan): Fly ash (conforming to ASTM C618, Type "F "). C. Fine aggregate: Sand conforming to ASTM C33. D. Air entraining admixture: ASTM C260. 2.03 MIX A. Design mix: (Pumpable mix) CDF: 1. Portland cement: 40 lbs/yd3 2. Fly ash: 400 Ibs /yd3 3. Pure sand mix (no coarse aggregate) 4. Air entrainment: 15 % -20% (as required for pumping) 5. Water: Amount for 9 -11 Inch slump. PART 3 - EXECUTION 3.01 OBSERVATION Examine site and excavations concerned for conditions acceptable to receive CDF. 3.02 PLACEMENT A. Pump under pressure to fill void under existing slab in area defined on plan. 3.03 PROTECTION A Barricade backfilled area from all traffic for a period of 24 hours. B. Remove construction refuse and equipment on completion. END OF SECTION 91297-01:0 02237 -2 BE &C AUTOCLAVE NO.6 SECTION 02371 ENGINEERS BUILDING 21.01 AUGER -CAST GROUT PILES SPEC. NO. 326- 91297 -TS -01 DATE PART 1 GENERAL 1.01 SECTION INCLUDES A Locating and installing reinforced, auger- placed grout - injected piling. 1.02 RELATED SECTIONS Section 01400 - Quality Control: Testing Laboratory Services Section 02200 - Earthwork: Excavating Section 03200 - Concrete Reinforcement Section 03300 - Cast -In -Place Concrete: Piling caps 1.03 UNIT PRICES A A unit price for adding or deducting installed auger cast grout piles is called for in Form of Bid. Measurement Is in lineal feet. 1. Additions or credits will be based on total length drilled. a. If It becomes necessary to install to greater depths than indicated, additional payment will be made on established unit price basis. b. If it is not necessary to extend to full depths shown on Drawings, credit will be given on the established unit price basis for deleted footage. 1.04 REFERENCED STANDARDS A American Society for Testing and Materials: ASTM- ASTM 0 33 Specifications for Concrete Aggregates ASTM C 109 Test for Compressive Strength of Hydraulic Cement Mortars (using 2 -inch or 55 mm cube specimens.) ASTM C 150 Specifications for Portland Cement 1.05 SYSTEM DESCRIPTION A Auger - placed piling formed by continuous - flight, hollow- shaft, rotating auger. Inject grout as the auger is withdrawn, to maintain positive pressure on the withdrawing earthfilled auger, as well as the surrounding soil. Place reinforcing while grout is still fluid. 91297 -01:C 02371 -1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 02371 AUGER -CAST GROUT PILES DATE 1.06 SUBMITTALS A. Shop Drawings: Indicate all conditions. B. Quality control data. Submit field log reports. Record actual installed piling data. C. Submit evidence that installer has 5 years of experience with successful auger - placed piling projects. 1.07 QUALITY ASSURANCE A Installer qualifications: A Specialist as defined in Section 01075. B. Requirements of regulatory agencies (current as of Contract Document date): American National Standards Institute: ANSI A10.2, Safety Codes for Building Construction. C. Monitoring and testing: Testing laboratory and Owner's Geotechnical Soils Engineer are required to perform the following: 1. Monitor drilling and installing operations. Confirm and record proper piling lengths, Injection, pressure, and grout volume installed for each pile. a Solis Engineer is required to immediately notify Construction Manager, Engineer, and Structural Engineer of any piling not meeting specifications. PART 2 - PRODUCTS 2.01 EQUIPMENT A Provide equipment generally used for installation of auger - placed, grout- Injected piling: Use a continuous- flight, hollow -shaft auger capable of rotation into ground to specified depth. Injection opening in auger shaft: Bottom of auger head below cutting teeth. 1. Provide a positive displacement grout pump capable of developing and maintaining 350 psi at pump. a Equip with counter calibrated to indicate grout volume injected in each pile. b. Equip with pressure gauge. 91297-01:0 02371 -2 BE &C AUTOCLAVE NO.6 SECTION 02371 ENGINEERS BUILDING 21.01 AUGER -CAST GROUT PILES SPEC. NO. 326-91297-TS-01 DATE 2.02 HIGH-STRENGTH GROUT A Mix Portland cement, fluidifier, sand, and water. 1. Portland cement: ASTM Standard C 150, Type 1 or 11 cement, unless otherwise approved. 2. Fiuidifier: Compound increasing fiowability of the mix; and assisting in neutralizing setting shrinkage of high strength grout. 3. Sand: ASTM Standard C 33 requirements, well graded from fine to coarse with a fineness modulus between 1.40 and 3.40 4. Water: Clean, free from matter injurious to mix. B. Proportion to: 1. Maintain solids in suspension without appreciable water gain, yet permit pumping without difficulty. 2. Obtain ultimate compressive strength of 4,000 psi minimum at 28 days. 3. Penetrate laterally to fill voids in foundation material. 2.03 REINFORCING CAGES A As detailed. See Section 03200 - Concrete Reinforcement. PART 3 - EXECUTION 3.01 INSPECTION A. Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 3.02 PREPARATION A Field measurements: Place a solid hub at each pile location. Provide adequate surveying labor to locate the elevation of the top of the reinforcing steel. Locate pile centers accurately and within 3 inches in any horizontal direction from dimensions shown on Drawings. 91297 -01:0 02371 -3 BE &C AUTOCLAVE NO.6 SECTION 02371 ENGINEERS BUILDING 21.01 AUGER -CAST GROUT PILES SPEC. NO. 326 - 91297 -TS -01 DATE B. Protection: ANSI A10.2. Ensure safety of persons and property during piling operations. 1. Protect structures, underground utilities, and other construction. 2. Distribute concentrated Toads from equipment. Prevent collapse in the hole as grout is injected. 3.03 INSTALLATION A. Install the work in accordance with References, specifications, and Drawings. 3.04 DRILLING AND GROUTING A. Maintain continuous operations at each pile location. Place reinforcing steel immediately following grout injection. Use an appropriate barrier or casing to prevent soil from mixing with grout as auger is withdrawn and reinforcing steel is placed. B. Adjacent piles: Locate no closer than 10 feet until grout has achieved initial set, but no Tess than 12 hours. C. Refusal: Obstructions such as boulders and timbers preventing placing to specified depth or causing drift from proper location will terminate the pile. Its length will be Included in the total footage for payment. 1. If required by Engineer, place supplemental adjacent pile. "Refusal" is defined as a penetration rate of less than 1 foot per minute. 2. Refused piling will be paid for on unit price basis. Full length replacement piling will be considered as part of original design. 3. Construction Manager will provide location of supplemental pile and modified foundation design. 3.05 ERECTION TOLERANCES A. Unless otherwise Indicated, position auger for accurate drilling within a tolerance of plus or minus 1 inch. B. Drill shafts plumb and true to line. Maximum derivation is not to exceed 2 inches or 3% of total length, whichever is greater. 91297 -01:0 02371.4 BE &C AUTOCLAVE NO.6 ENGINEERS BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 02371 AUGER -CAST GROUT PILES DATE 3.0 6 GROUT INJECTION A inject grout during auger withdrawal. Maintain minimum 3 feet grout head above injection tip. Ensure lateral penetration and prevent hole collapse. B. Volume of grout placed: No less than 115% of the hole volume. 3.07 REINFORCING CAGES A. Embed the required length in pile shaft before grout hardens. 3.0 8 FIELD QUALITY CONTROL A. Testing agency will sample and test grout, inspect reinforcing, [conduct Toad tests] verify conformance with Drawings and specifications, and prepare report for Construction Manager with copy to Contractor. Final acceptance of each pile will be the responsibility of the geotechnical soils engineer. B. Grout test: ASTM C 109. Special inspector is to prepare two sets of 2 inch cubes from the mix for each day during pile placement, then: 1. Test two cubes at 7 days. 2. Test two cubes at 28 days. 3. Reserve 2 cubes untested until after Early Possession, unless otherwise directed by Construction Manager. END OF SECTION 91297 -01:C 02371-5 BE &C SECTION 02831 ENGINEERS AUTOCLAVE NO. 6 CANILEVERED BUILDING 21.01 SLIDING GATES SPEC. NO, 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Furnish and install new cantilevered sliding gate. 1.02 SUBMITTALS A Product data: Include manufacturer's published literature for specified products and accessories, including specifications, physical characteristics, performance data, and installation Instructions. Submit prior to any work being done. B. Shop Drawings: Indicate plan layout, height, fabrication, details of enclosure and erection, motor installation, and the like. 1. Show details illustrating location and sizes of posts, rails, braces, gate, latching, padlocking, footings, and the like. 1.03 QUALITY ASSURANCE A. Erector qualifications: Approved by gate manufacturer. PART 2 - PRODUCTS 2.01 MANUFACTURER A McBride- Anchor Fence, Tel. (206) 483 -9500. 2.02 GATE, POSTS, AND OPERATOR A Gate: Anchor Single Cantilever Slide Gate, with double track; 7 feet high plus 3 strands barbed wire at top. Chain link fabric to match adjacent fence. B. Gate posts: 4 inch OD, 9.1 pounds per foot, galvanized. C. Power slide gate operator: Hy- Security Gate Operators, Model 222S5, 1 hp, 24 volt control circuit, 75 VA transformer with nonjumped taps for all common voltages. D. Controls: Mount controls inside lockable steel cabinets at locations shown on Drawings. Provide hasps for padlocks. Provide- 1. 3 button stations, NEMA 12. 2. Interface control for remote station. 3. Electric gate edge: Weatherproof cord and cable reel. 91297 -01:C 02831-1 BE &C SECTION 02831 ENGINEERS AUTOCLAVE NO.6 CANILEVERED BUILDING 21.01 SUDING GATES SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 4. Override System providing complete control of gate from external controls. Gate operator to be inoperable unless override system is engaged. E. Manual slide gate operator: Provide apparatus for manual operation of gate in event of failure of power operator. Mount on inside of gate in lockable steel enclosure. F. Hardware: Provide hasps to secure and lock gate in both open and closed positions with padlock. G Movement alarm: Provide local sound alert device indicating gate movement. PART 3 - EXECUTION 3.01 INSTALLATION A. Fence: Modify existing fence as necessary to accommodate new gate. Make secure connections to gate posts. Match existing installation. B. Gate: Install according to accepted Shop Drawings and instructions. Locate gate on inside of security fence. Maximum pavement clearance, when closed: 2 inches. C. Gate operator: Install according to manufacturer's Instructions /specifications. END OF SECTION 91297 -01:C 02831 -2 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 03100 CONCRETE FORMWORK 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A Formwork for cast -in -place concrete. 1.0 2 RELATED SECTIONS Section 03200 - Concrete Reinforcement Section 03300 - Cast -In -Place Concrete Applicable sections - Anchors and Inserts 1.03 REFERENCED STANDARDS A American Concrete Institute: (ACI)-- - ACI 301 -84 (R87): Spec...Structural Concrete for Buildings. ACI 347 -78: Recommended Practice for Concrete Formwork PART 2 - PRODUCTS 2.01 MATERIALS A Form materials: ACI 301. Chapter 4. B. Embedded items: ACI 301. Chapter 6. PART 3 - EXECUTION 3.01 DESIGN, INSTALLATION A ACI 301, Chapter 4.2. 3.0 2 TOLERANCES A. ACI 301, Chapter 4.3. 3.03 PREPARATION A ACI 301, Chapter 4.4. 3.0 4 FORM REMOVAL A. Notify Construction Manager prior to removing formwork. 91297 -01 :S 03100.1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 03100 CONCRETE FORMWORK 26 NOVEMBER 1991 Do not remove forms and shoring or bracing until concrete has sufficient strength to support its own weight and construction and design Toads that may be imposed on it. C. Remove formwork progressively so no unbalanced Toads are Imposed on structure. Do not damage concrete surfaces during form removal. D. Form removal: Unless otherwise directed, remove according to the following: 1. Footings at 24 hours. 2. Retaining walls and beam sides at 7 days. END OF SECTION 91297.01 :3 03100-2 BE &C AUTOCLAVE NO.6 SECTION 03200 ENGINEERS BUILDING 21.01 CONCRETE REINFORCEMENT SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A Reinforcement for cast -in -place concrete. 1.02 RELATED SECTIONS Section 03100 - Concrete Formwork Section 03300 - Cast -In -Place Concrete 1.03 REFERENCED STANDARDS A. American Concrete Institute: ACI - ACI 301 -84 (R87) Spec...Structural Concrete for Buildings. 1.04 SUBMITTALS A See Section 01300 for general submittal requirements. B. Product data: Bar supports and spacers. C. Shop Drawings: ACI 301, Chapter 5.1. PART 2 PRODUCTS 2.01 MATERIALS A Reinforcement: ACI 301. Chapter 5.2. B. Sizes and types: Shown on Drawings. 2.0 2 FABRICATION A. ACI 301. Chapter 5. PART 3 - EXECUTION 3.01 PLACING REINFORCMENT A. ACI 301, Chapter 5.6 AND 5.7. END OF SECTION 91297-01:S 03200 -1 BE &C AUTOCLAVE NO.6 SECTION 03300 ENGINEERS BUILDING 21.01 CAST -IN -PLACE CONCRETE SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A Cast -in -place concrete for- - 1 . Footings and pilecaps. 2. Interior slabs on grade. 3. Equipment foundations. 4. Other cast -in -place concrete not elsewhere specified. 1.02 RELATED SECTIONS Section 03100 - Concrete Formwork Section 03200 - Concrete Reinforcement 1.03 REFERENCED STANDARDS A American Concrete Institute (ACI) - ACI 301 -84 (R87) Spec...Structural Concrete for Buildings. 1.04 SUBMITTALS A. Design data: Submit proposed design mix of each concrete class to Construction Manager /Engineer, appointed testing laboratory, and building department before beginning work. Do not proceed until authorized by Engineer. B. Submit results of trial mixes in accordance with Section 3.9.3.3, or submit field test data for concrete made with similar ingredients in accordance with Sections 3.9.1, 3.9.2, and 3.9.3 of ACI 301. At Contractor's option, submit certificates of previously tested and approved mix designs with continuous approval status on file with local building authority, for approval by Engineer. C. Certificates: In accordance with ASTM C 94, Article 16, for each load of concrete delivered to job site. Deliver to Construction Manager at Job site. D. Submit the following product data: 1. Joint filler. 2. Sealer and curing compound. 91297.01:3 03300-1 BE &C AUTOCLAVE NO.6 SECTION 03300 ENGINEERS BUILDING 21.01 CAST -IN -PLACE CONCRETE SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 1.05 QUALITY ASSURANCE A Requirements of regulatory agencies current as of Contract Documents date: 1. See referenced codes and ordinances cited in Section 01060. 2. See American Concrete Institute (ACI): ACI 318 Building Code Requirements for Reinforced Concrete. B. Source Quality Control: 1. Testing laboratory: Verify compliance with cited references and this section. PART 2 - PRODUCTS 2.01 MATERIALS A Comply with References and specifications. 1. Follow ACI 301 and 304. Obtain materials from same source throughout the Work. 2. Portland cement: ASTM C 150, Type I -11 or Type III Portland cement for high early strength (with Structural Engineer's acceptance). 3. Aggregates: a Meet or exceed Paragraph 3.3 of referenced ACI 318 and similar requirements and referenced standard ASTM C 33. Use Stellacomm aggregate. b. Maximum size: 1-1/2 Inches, but not more than three quarters of clear distance between reinforcing bars or between bars and side forms. 4. Water: Clean, fresh, and potable, conforming to ASTM C 94. 5. Admixtures: a Provide admixtures from one manufacturer. 1 ) Air- entraining agent: ASTM C 260, containing no chlorides. 2) Water reducing agent: ASTM C 494 Type A, compatible with air - entraining agent. 3) Other admixtures may be used with written approval from Engineer. 4) Flyash is not allowed. 91297.01:S 03300 -2 BE &C AUTOCLAVE NO.6 SECTION 03300 ENGINEERS BUILDING 21.01 CAST -IN -PLACE CONCRETE SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 6. Bonding agent: a Daraweld C as manufactured by W.R. Grace: Weldcare as manufactured by Larsen Products Corporation or Sonocrete by Sonneborn. b. Where joining old (existing) concrete and new concrete, and at high- stress locations, use Sonneborn's Sonobond, or approved epoxy type. 7. Sealer and curing compound: a. Clear compound meeting the requirements of ASTM C 309, Type 1. Use Sonneborn Kure -N -Seal, A.C. Horn DeKote, W.R. Meadow CR -26, or approved two -coat system. 1 ) Verify compatibility of specified product with coatings, toppings, or adhesives subsequently applied. 2 ) Verify compatibility of specified product with floor surface hardener. 3) Verify that specified product can be completely removed where subsequently applied special coatings require removal of the sealer and curing compound. 8. Floor surface hardener: Masterplate 200 surface hardener by Master Builders. 9. Curing blankets: Moisture retaining burlap, free of substances harmful or discoloring to concrete. Thoroughly rinse before placing. 2.0 2 ACCESSORIES A. Sleeving: See Drawings. B. Anchor bolts for attached items: See Section 05500. C. inserts, dovetail anchor slots, frames, and reglets: Sizes and shapes as indicated or required. Burke, or approved. D. Expansion joints: 1. Joint filler: ASTM D 1752, Type III, self- expanding cork. E. Mechanical and electrical items: See Divisions 15 and 16 respectively. F. Other materials and accessories: Provide as necessary to properly complete the installations. 2.03 READY -MIX CONCRETE A. Provide concrete design mixed in accordance with ASTM C 94 alternate 3, as modified in these specifications. 91297 -01 :S 03300 -3 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 03300 CAST -IN -PLACE CONCRETE 26 NOVEMBER 1991 B. Quality of concrete 1. Compressive strength: f'c a 4000 psi at 28 days normal weight concrete. 2. Provide a minimum of six and one -half sacks of cement per cubic yard of concrete. 3. Maximum slump of concrete as determined by ASTM C 143: 3 inches for slabs, beams, and spread footings, and 4 inches elsewhere. 4. Air- entrainment: 5% by volume. 5. Admixtures: Water- reducing retarder conforming to ASTM C 494 may be used when temperature of concrete, as placed, exceeds 65 °F, as approved by Engineer. 6. Weight: 145 pcf for normal weight concrete. 7. Temperature at delivery to site: Between 50° and 80° F. PART 3 - EXECUTION 3.01 INSTALLATION A. Embedded items: ACI 301, Chapter 6. 3.02 PREPARATION, CONVEYING AND PLACING CONCRETE A. ACI 301, Chapter 8. 3.03 FINISHING, SLABS A. Finish per ACI 301, Chapter 11. B. Schedule: 1. Floors, exposed concrete: Troweled 2. Exterior equipment foundations: Nonslip 3.04 FINISHING, FORMED SURFACES A. Repair surface defects: ACI 301, Chapter 9. B. Finish per ACI 301, Chapter 10. C. Schedule: Exposed surfaces, smooth form. 91297 -01:S 03300-4 BE &C AUTOCLAVE NO.6 SECTION 03300 ENGINEERS BUILDING 21.01 CAST -IN -PLACE CONCRETE SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 D. Floor slabs: Apply two coats hardener and sealer, in accordance with manufacturer's instructions, to the damp concrete surfaces immediately after final finishing. 3.05 CURING A. Cure per ACI 301, Chapter 12. B. Membrane forming compounds: DO NOT USE where: 1. Cementitious materials are to be bonded. 2. Resilient flooring is to be applied. 3. Special coating is to be applied. C. Wet curing: Place wet curing blankets as soon as the concrete has hardened sufficiently to prevent surface damage. Keep covering continuously moist to maintain a film of water on concrete surface throughout first 7 days of curing period. Keep top exposed concrete surfaces and wood 'forms left in place wet by sprinkling. 3.06 MISCELLANEOUS ITEMS A. Include the following and other work indicated or required: 1. Pipes and ducts: Fill around pipes and ducts passing through concrete floors and walls with nonshrink, grout, unless otherwise indicated or directed. Penetrations through exterior walls exposed to drainage and weather exposures are required to be dampproofed and sealed to ensure against leakage into interior spaces. 2. Concrete bases for equipment mounting: Bond to floor slab with specified bonding agent. Include inserts for pertinent trades. Coordinate sizes and requirements for bases with trades requiring them. Embed anchors and fastenings to suit their requirements. Finish bases to match adjacent floor finishes. 3.07 DEFECTIVE WORK A. Remove and replace at Contractor's expense concrete not conforming to required lines and levels, details, and elevations, including slabs showing excessive shrinkage cracks. Repair or replace concrete not properly placed, as required. 3.08 FIELD QUALITY CONTROL A. Tests: ACI 301, Chapter 16. END OF SECTION 91297.O1:S 03300 -5 BE &C AUTOCLAVE NO.6 SECTION 05500 ENGINEERS BUILDING 21.01 METAL FABRICATIONS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Trench cover plates. B. Embedded steel angles. C. Anchor bolts. D. Other miscellaneous metal items not elsewhere specified. 1.02 RELATED SECTIONS Section 03300 Cast -In -Place Concrete: installation of fittings and anchors. 1.03 REFERENCED STANDARDS A. ASTM American Society for Testing and Materials- - ASTM A 36 -87 Structural Steel ASTM A 123 Zinc (hot - galvanized) coatings on products fabricated from rolled pressed and forged steel shapes, plates, bars and strips. ASTM A 307 -86a Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength ASTM A 283 -87 Low and intermediate tensile strength carbon steal plates, shapes, and bars. B. AWS American Welding Society: AWS D1.1 Structural welding code. 1.04 SUBMITTALS A. Shop Drawings: Show details of fabrication and Installation for the following items: 1. Embedded angles. 2. Trench cover plates. PART 2 - PRODUCTS 2.01 MATERIALS A Steel: 1. Structural shapes: ASTM A 36 2. Anchor bolts: ASTM A 307. 91297 -01:S 05500 -1 B E &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 05500 METAL FABRICATIONS 26 NOVEMBER 1991 B. Priming paint: 1. For iron & steel. 2. For galvanized items: Fed. Spec. TT -P -641, zinc oxide. 2.02 FABRICATION A General: 1. Coordinate fabrication with connecting work 2. Fabricate in units as large as practicable for finishing, handling, and installation. B. Welding: Conform to AWS D1.1. C. Connections: 1. Shop connections: Weld, remove scale, grind smooth. 2. Field connections: Bolted unless otherwise specified or detailed. 3. Punch or drill holes; do not cut with torch. 4. Butt joints: Mill square and smooth. 5. Corners: Cope and weld. 2.03 FINISHING A Preparation: 1. Clean after fabricating, remove all rust, scale or other material detrimental to finish. 2. Grind exposed edges round and smooth. Remove burrs from cut edges. B. Galvanized finish: Hot dip per ASTM A 123. C. Prime paint: Apply one coat primer to prepared surface according to manufacturer's printed instructions. PART 3 - EXECUTION 3.01 INSTALLATION A. General: Coordinate with connecting work. Provide anchors, fasteners, and inserts for work to be Installed as specified in other sections. END OF SECTION 91297.01:S 05500 -2 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 09900 PAINTING 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Preparation of new [and existing] surfaces. B. Painting and finishing of new [and existing] surfaces. C. Mechanical and Electrical painting work not specified in those Divisions. See Schedule. D. Finish for factory - primed items. See individual sections for factory priming. 1 .02 WORK SPECIFIED UNDER OTHER SECTIONS A. Unless otherwise indicated, the following are specified under other sections: 1. Shop - primed coats of structural steel, certain metal fabrications, and other shop - prime- coated metal items, except for minimal spot touch -up surfaces abraded during installation. 2. Gypsum board joint treatment, installation of metal trim and fastenings. 3. Substrates adversely affecting finish work, except minimal work normally performed by this trade. 1.03 RELATED SECTIONS Section 05500 - Metal Fabrications A For painting of mechanical work, see Division 15. B. For painting of electrical work, see Division 16. 1.04 REFERENCED STANDARDS PDCA Painting and Decorating Contractors of America - Architectural Specification Manual 1.05 SUBMITTALS A. Product data: Furnish typewritten product list of products before beginning work of this section. List manufacturer, trade name, number and purpose. Include manufacturer's definitive brochures, specifications, and application Instructions. Obtain Construction Manager's acceptance before ordering. Use same manufacturer's products for coats of each individual finish system, unless otherwise accepted in writing by Construction Manager. 1. Arrange in same format as scheduled this section. 91297.01:A 09900 -1 BE &C ENGINEERS AUTOCLAVE NO.6 SECTION 09900 BUILDING 21.01 PAINTING SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 2. Include manufacturer's recommendations. Include additional information requested by Construction Manager. B. Samples: Submit duplicate sample color chips for Initial color, texture, and gloss selection by Construction Manager. 1. Before commencing work, prepare samples on final substrate. Size not Tess than 12 x 12 inches. 2. Apply and label samples in successive shingle- fashion with each coat partially exposed. Submit two 1/2 -inch gypsum board finish samples. 3. Timing for sample submittals- - a After material list is accepted and colors are selected. b. Before materials are delivered to job. c. Allow ample time to permit consideration without delaying construction schedule. 4. Furnish additional required samples until colors, textures, and gloss are reviewed and Construction Manager issues written authorization to proceed. 5. Retain accepted samples for reference. 1.06 QUALITY ASSURANCE A. Applicator qualifications: 1. Qualified journeymen. Apprentices may be employed to work under direction of qualified journeymen, in accordance with trade regulations. 2. Maintain full, competent crew. 3. Subcontractor's written qualification. Attest to past satisfactory experience. List last three jobs, including- - a. Start and completion dates. b. Engineer, Architect, Construction Manager. c. Amount of subcontract cost. 1.07 DEUVERY, STORAGE, AND HANDUNG A. Deliver in unopened containers, bearing manufacturer's original labels. Do not open until accepted by Construction Manager. B. Store and mix materials outside building. Ambient temperature 45 °F minimum. 91297 -01:A 09900 -2 BE &C ENGINEERS AUTOCLAVE NO.6 SECTION 09900 BUILDING 21.01 PAINTING SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 C. Prevent fire hazards and spontaneous combustion. Place waste cloths and other hazardous materials in approved containers, and remove from site daily. D. Toxic and explosive materials: Take safety precautions conforming to manufacturer's recommendations and applicable regulatory requirements. E. Store as required by governing codes and ordinances. 1.08 PROJECT SITE CONDITIONS A. Environmental requirements: Do no work of this section when surface or air temperatures are below manufacturer's recommended temperatures for conditions of installation. 1. Allow surfaces to dry and attain required temperatures and conditions before proceeding or continuing work. 2. Ventilation: Verify adequate continuous ventilation as required by man ufacturer. 3. Illumination: Verify required lighting level minimum 15 foot - candies per square foot, unless more stringent levels are required by manufacturer. 1.09 WARRANTY A. Warrant work of this section satisfactory for 2 years from date of Early Possession, Substantial Completion, or Final Acceptance, whichever occurs first. 1.10 MAINTENANCE A. Extra materials for future maintenance and repair: Leave 5 gallons of each type and color of paint and other coating products for maintenance purposes. 1. Label for positive identification. 2. Store where directed. 3. Turn over to Construction Manager at job site and obtain signed receipt. PART 2 - PRODUCTS 2.01 MATERIAL A. Preservative Paint Co. Ready -mixed products are required for work of this section, 91297.01:A 09900-3 BE &C ENGINEERS AUTOCLAVE NO.6 SECTION 09900 BUILDING 21.01 PAINTING SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 B. One of the following may be proposed for consideration substitutions under provisions of Section 01630: 1. Pittsburgh Paint 2. Glidden Coatings & Resins, Division of SCM Corporation 3 . E.I. DuPont deNemours & Company 4. Sherwin Williams Company 5. Devoe & Reynolds Company 6. Benjamin Moore & Company C. Conform to governing regulations such as Federal and State requirements for pollution, safety, and health. Finishes are required to have flame- spread ratings that do not exceed those permitted by governing authoritie$; • 1. Materials not specifically indicated, but required, such as linseed oil, shellac, thinners, and similar materials, are to be of same quality required by applicable Federal or State specification standards. 2.0 2 SHEEN A Where gloss or sheen is specified or is listed as a standard for approval for the project, the terms refer to tested luster, shine, or sheen of the dry film when tested with a 60- degree reflection meter; for gloss readings over 70, use a 20- degree reflection meter. 1. Flat: 10- degree gloss or less 2. Eggshell: 11- to 19- degree gloss 3. Satin: 20- to 30- degree gloss 4. Semi - gloss: 31- to 74- degree gloss 5. Gloss: 75- degree gloss or more B. Unless otherwise specified, provide satin finish. PART 3 - EXECUTION 3.01 EXAMINATION A Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 91297 -01:A 09900 -4 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 09900 PAINTING 26 NOVEMBER 1991 1. Verify that required lighting, temporary heating, and ventilating will be available when and where work is to be performed. 2. Conduct substrate - moisture content tests using an approved electronic moisture meter. Ensure that substrate moisture does not exceed the following limits: a. Common stock boards and dimensioned lumber (as applicable): 19 %. b. Finish stock, exterior and interior boards, standing and running trim (as applicable): 12% average for any one item, but not more than 15 %. c. Architectural woodwork, standing, and running trim: 7% average with 5% to 10% range permitted in individual pieces. 3.0 2 MATERIALS NOT FINISHED A The following receive no finish except as indicated: 1. Exposed finished metals as listed: a. Aluminum, brass, bronze, chrome, copper, plated metals, stainless steel. 2. Plastic laminate surfacing. 3. Materials having complete factory finish, such as electrical switchplates, lighting fixtures, finish hardware, and similar items. 4. Sealant. 5. Permanently concealed surfaces, except for prime coats on metal, 3.0 3 PREPARATION A. Prepare surfaces as indicated. Consult manufacturer's data for surface preparations not indicated. 1. Mildew removal: Scrub with an approved cleaning and bleaching solution, then rinse with potable water; let dry thoroughly. 2. Miscellaneous steel and iron: Prepare to receive paint. Remove grease, rust, scale, dirt, and dust. Use prime paints compatible with finish coats. a. Shop - primed surfaces: 1 ) At field - welded or abraded spots, apply a phosphoric acid etch solution. Let set as recommended by acid etch manufacturer. Rinse with potable water. Dry surface and apply prime coat. 91297.01 :A 09900 -5 BE &C ENGINEERS AUTOCLAVE NO.6 SECTION 09900 BUILDING 21.01 PAINTING SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 b. Surfaces not previously shop primed: 1 ) Remove rust and scale by wire brushing, sandblasting, or other methods. 2) Remove dust, dirt, oil, and grease. Clean surfaces using solvent wash. Apply phosphoric acid solution. Let set as recommended by acid -etch manufacturer. Rinse with potable water. Dry surfaces and apply prime coat. Defects showing in prime surface are to be repaired by other trades. Reprime over repaired defects. 3) Steel doors and frames: Prepare surfaces including tops, bottoms, and surfaces normally concealed from view. 3. Galvanized iron: Remove surface contamination. Clean metal with phosphoric acid or approved solution, or apply one coat of etching type primer. 4. Zinc- coated steel, as applicable: Remove surface contamination and prepare surfaces in accordance with manufacturer's priming Instructions. 5. Aluminum, as applicable: Clean and etch. 6. New wood products to receive finish: Clean surfaces of dirt and contamination. Wipe off dust and minor grit before prime and subsequent coats, Fill nail holes and fine cracks after primer has dried. Sand filler smooth, level with surface, and ready for finish application. 7. Gypsum board: Verify surfaces are crack -free, properly finished, left clean, and ready to receive paint. a Remove minor subsequent contamination, dust, and dirt. b. If surface defects appear after prime coating, notify Construction Manager. Require repair of defects. After defects are corrected, proceed with finish painting. Prime over repaired areas. 3.04 PREPARATION OF EXISTING PAINTED SURFACES A. Follow paint manufacturer's directions. 3.05 PROTECTION A Protect building surfaces and finish. Repair damage caused by failure to provide adequate protection, but not harm caused by other trades. 1. Remove electrical outlets and switchplates, mechanical diffusers, escutcheons, registers, surface hardware, fittings, and fastenings before starting work. 2. Drop cloths: Provide cloths, shields, and protective equipment. 91297.01:A 09900 -6 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 09900 PAINTING 26 NOVEMBER 1991 3. Toxic materials: Where toxic materials and both toxic and explosive solvents are used, take regular appropriate precautions. Conform to requirements of manufacturer and applicable regulatory agency. In applying acid etch coatings or solutions to metals and concrete and toxic material to copper, provide adequate ventilation and take protective measures to conform to the requirements of the applicable regulatory agencies. 4. Material on hand: Keep small quantities of materials on hand in work areas, as necessary to expedite the work, and as acceptable to Construction Manager. 3.0 6 APPLICATION A. Perform the work In accordance with Quality Assurance provisions, References, specifications, Drawings (schedules), and manufacturer's directions. B. Apply paint and other finish by methods generally accepted by the trade. 1. In multiple -coat work, provide each coat of paint of slightly different color than preceding coat. Sand lightly between coats to achieve required finish. 2. Do not apply finishes until surfaces are dry. 3. Include as many additional coats as required to achieve uniform color and sheen. 4. Consult referenced manual for surfaces not specifically mentioned in this section. Confirm with Construction Manager. C. Film thicknesses tests: Verify mil thickness by use of a suitable wet film gage. Test surfaces using Tooke or approved dry-film gage. D. Approval of successive coats: Obtain Construction Manager's approval of each coat before succeeding coat is applied; without his approval, Construction Manager reserves the right to require an additional coat without cost to Owner. E. Workmanship: Highest quality. Execute by skilled workmen to reasonable custom quality standards as acceptable to Construction Manager. Perform work with brush or roller in areas under 10 feet. Spray painting is permitted in areas over 10 feet in height, with Construction Manager's approval. 1 . Spread material evenly without runs, sags, thin spots, or skips. Cut sharp lines against unpainted surfaces and other colors. Allow each coat to harden at least 24 hours (18 hours for epoxy coating, as applicable) between coats. Finish surfaces uniform, free of streaks, blotches, and other defects. F. Touch up on steel work, as applicable: Touch up abraded spots as soon after erection as possible before other than very light rusting can occur. Use same material as used for shop coat. Remove rust before paint is applied. 91297.01:A 09900-7 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 09900 PAINTING 26 NOVEMBER 1991 3.07 CLEANING A. As work proceeds and on completion of work, promptly remove spilled, splashed, or splattered products so as not to damage surfaces. 1. During work progress, keep premises free from unnecessary accumulation of tools, equipment, surplus materials, debris and similar encumbrances. B. At conclusion of Project, thoroughly clean paint and splatters from glass, mirrors, and other surfaces. Take care not to scratch surfaces. C. Leave premises clean and free from residue of work of this section. 3.08 INTERIOR PAINTING AND FINISHING SCHEDULE A Deeptone painting may require additional coatings to achieve proper coverage. B. Ferrous metal 1. Alkyd finish: Int. 12 -A Semi- gloss. a Primer: [Product 19] [PPG 6 -204] [Preservative 28 -54 red] b. Finish: [Product 35], [36], [37], [38] [PPG 27] [Preservative 5 series, 10 series Gloss] [Preservative 2 series Semi - gloss] [Preservative 20 series (Eggshell) (Satin)] [Preservative 162 -500 Flat] C. Galvanized metal (as applicable) 1. Alkyd finish: Int. 13 -A Semi -gloss a Pretreatment primer: [Product 50] [PPG 97- 687/688] [Preservative 28 -55] b. Primer: Preservative 28 -62. c. Finish: Preservative 2 series. D. Mechanical and electrical work in finished spaces and not specified in Division 15 or 16. 1. Paint two coats to match adjacent surfaces where adjacent surfaces are painted and where painting is scheduled. This applies to such items as piping, pipe covering, ducts, grilles, registers, radiators, conduit, boxes, paneiboards, and the like. 91297.01 :A 09900 -8 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326-91297-TS-01 SECTION 09900 PAINTING 26 NOVEMBER 1991 3.09 REPLACEMENT OF HARDWARE AND MISCELLANEOUS ITEMS A. Reinstall items previously removed. 3.10 DAMAGED FINISH A. Without extra cost, repair work damaged under work of this section, except as otherwise specified. Leave in first -class condition. END OF SECTION 91297.01 :A 09900 -9 BE &C SECTION 15010 ENGINEERS AUTOCLAVE NO.6 BASIC MECHANICAL BUILDING 21.01 REQUIREMENTS SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Basic mechanical requirements specifically applicable to Division 15 sections in addition to other contract requirements. 1.02 RELATED SECTIONS A. Coordinate related work and requirements specified in other parts of the Contract Document. B. Examine Drawings and specifications including architectural, structural, mechanical, and electrical, and become familiar with types and systems of construction to be used. Determine how such types and systems will affect installation of mechanical work. 1.03 REFERENCED STANDARDS A Reference standards listed in this division are to be the most current edition available at the time the contract is let. 1.04 DEFINITIONS A. Refer to Section 01075 - Definitions and Intent. B. "Concealed" means items referred to are hidden from normal sight. This includes items in partly excavated or crawl spaces and in service tunnels used solely for repairs and maintenance. C. "Exposed" means Items are not concealed. D. "Recognized manufacturer" means an individual, firm or corporation of recognized ability engaged in manufacturing the specified equipment for a minimum of 3 years unless otherwise specified. 1.0 5 SUBMITTALS A. Refer to- 1. Section 01300 - Submittals. 2. Section 01730 - Operating and Maintenance. B. Materials and manufacturers' listing: Submit complete listings. 91297 -01:M 15 010 -1 BE &C SECTION 15010 ENGINEERS AUTOCLAVE NO.6 BASIC MECHANICAL BUILDING 21.01 REQUIREMENTS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 C. Inspection certification: Submit written certification of inspection from the governing building authority stating work has been inspected, accepted, and found in compliance with existing governing ordinances and codes. D. Installer's documented experience: Submit qualifications and list five comparable installations, if requested by Construction Manager. E. Submit Project Record Documents including details prepared for Shop Drawings. 1.06 SUBSTITUTIONS A. Intent of specifications: 1. Where specified only by reference standards, select any product meeting standards by any manufacturer. 2. Where specified by naming several products or manufacturers, select any product and manufacturer named that meets the specified requirements. Other products and manufacturers will not be considered. Drawings may be based on equipment configuration of a particular manufacturer; make any changes required to accommodate configuration of the actual equipment supplied at no expense to Owner. 3. Where specified by naming one or more products or manufacturers, but indicating "or approved" after specified listing: Specified product is the preferred quality standard. Submit request for another product for approval. 4. Where specified by naming only one product and manufacturer: There is no option and no substitution will be allowed. B. Submit requests for substitutions within 30 days of contract award, or sooner if required to maintain schedules. C. Acceptance of substitutions is at Engineer's discretion based on his experience and judgement. Submit sufficient information to show that proposed substitute is equivalent to the item specified. D. Make changes needed to accommodate the substitution at no expense to the Owner, including work under other divisions. E. Refer to Section 01630 - Product Options and Substitutions. 1.0 7 QUALITY ASSURANCE A Fabricator, manufacturer, installer qualifications: A Specialist with a minimum 3 years of experience. 91297.01 :M 15010 -2 BE &C SECTION 15010 ENGINEERS AUTOCLAVE NO.6 BASIC MECHANICAL BUILDING 21.01 REQUIREMENTS SPEC. NO, 326- 91297 -TS -01 26 NOVEMBER 1991 B. Requirements of regulatory agencies current as of Contract Document date: See referenced codes and standards. C. Preinstailation conference: Establish time, attendees, and agenda for coordinating materials and techniques. Confirm sequence for related, sensitive, and complex items. 1.08 DEUVERY, STORAGE AND HANDUNG A. Refer to Section 01600 - Material and Equipment. B. At completion of the work, carefully remove, identify, and deliver tags, bagged spare parts, and instructions to the Construction Manager. Obtain a receipt. 1.09 PROJECT SITE CONDITIONS A Examine site and construction; become familiar with existing conditions affecting the work. B. Verify locations of overhead or buried utilities on or near site with Construction Manager. C. Take horizontal and vertical measurements from established bench marks. All work is required to agree with these established lines and levels. D. Notify Construction Manager of discrepancies between actual measurements and those indicated. Do not proceed until directed by the Construction Manager. 1.10 SEQUENCING AND SCHEDULING A. Time the work with progress schedule approved by the Construction Manager. PART 2 - PRODUCTS 2.01 MATERIAL AND EQUIPMENT A Provide and install products of recognized manufacturers regularly engaged in the production of latest and best standard design materials and equipment. 1. Contractor is responsible for ensuring equipment is complete with fittings, trimmings, and parts necessary for complete operating installations. B. Provide first quality materials, products and equipment in accordance with governing codes, ordinances, and best current practices. C. Provide products of one type by a single manufacturer. 91297 -01:M 15010-3 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 15010 BASIC MECHANICAL REQUIREMENTS 26 NOVEMBER 1991 D. Equipment with electrical components is required to bear the Underwriters Laboratories, Inc. label whenever published standards exist. Otherwise get certification from manufacturer that the equipment conforms to UL standards. E. Remove rejected or damaged material from site. 2.02 MISCELLANEOUS MATERIALS A. Provide items such as shims, fasteners, grout, grease fittings, lubricants, and hydraulic fluids necessary for installation and testing procedures. Label excess lubricants and deliver to Construction Manager upon completion of work. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify installation conditions as satisfactory to receive, work of this section. Do not install until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Protection: Protect surrounding areas and surfaces to prevent damage. B. Obtain roughing -in dimensions for equipment from approved Shop Drawings or actual equipment measurements. 3.03 INSTALLATION A. Install the work in accordance with Quality Assurance provisions, specifications, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. 1. Diagrams showing pipe connections are schematic. Base the work on field measurements and actual conditions. 2. The Drawings do not show exact details of piping. No extra payments will be allowed where obstructions In the work of other trades require offsets in the piping. Coordinate with other trades. 3. Allow space for maintenance in piping layout. Plan work and use.proper fittings to ensure maximum headroom. Owner reserves the right to require removal and replacement of work that uses excessive space. 4. Keep openings in pipes closed during construction. 5. Paint: Section 09900 - Painting. Closely supervise painting work to ensure conformance with specification. 91297 -01:M 15010 -4 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15010 BASIC MECHANICAL REQUIREMENTS 26 NOVEMBER 1991 B. Operation of equipment and systems: Contractor is responsible until the systems are accepted by Owner. 3.04 CHECKOUT A. Perform preliminary checkout for each phase of the final installation. Procedures include but are not limited to the following: 1. Removing foreign materials and tools. 2. Lubricating in accordance with the manufacturer's recommendations. B. Consult Construction Manager as to proper functioning of the item being checked. Repair damages resulting from improper checkout procedures. 3.05 FIELD QUALITY CONTROL A. Provide materials, supplies, labor, and power required for testing. Perform tests; prove work satisfactory. 1. Notify Construction Manager and authorities having jurisdiction in ample time to be present for final testing of all work. 2. Repair defects disclosed by tests. 3. Replace defective work with new work, without additional cost, where required by the Construction Manager. 4. Make tests in stages to facilitate work of others. B. Contractor is responsible for work of other trades disturbed or damaged by the testing, repair, and replacement. Restore disturbed or damaged work to its original condition at Contractor's expense. C. Perform tests specified under various specification sections. 3.06 FINAL ADJUSTMENTS AND TESTING A. Piping systems: Refer to Section 15060 - General Piping Requirements. 3.07 PROTECTION A. Properly protect equipment during and between the various operations of preliminary checkout, piping connections, electrical hookup, painting, and final testing. Cover equipment to the extent necessary to prevent foreign materials from contaminating the mechanisms or finishes. END OF SECTION 91297 -01 :M 15 010 -5 BE &C SECTION 15050 ENGINEERS AUTOCLAVE NO.6 BASIC MATERIALS BUILDING 21.01 AND METHODS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A Mounting accessories, concrete anchors, formed steel channels, and miscellaneous other basic materials. 1.02 RELATED SECTIONS Section 15010 - Basic Mechanical Requirements 1.03 SUBMITTALS A. Product data: 1. Formed steel channels 2. Concrete anchors 1.04 REFERENCED STANDARDS AISC American Institute of Steel Construction, Inc. ASTM A 53 Specification for Pipe, Steel, Black and Hot - Dipped, Zinc - Coated Welded and Seamless ASTM A 120 Specification for Pipe, Steel, Black and Hot - Dipped Zinc Coated Welded and Seamless for Ordinary Uses PART 2 - PRODUCTS 2.01 FERROUS METAL WORK EXPOSED TO THE WEATHER - ALSO IN WET TRENCHES A Cast iron, stainless steel, or hot -dip galvanized. 2.02 FORMED STEEL CHANNELS A. Formed steel channels for pipe supports and miscellaneous steel framing to be 1- 3/8 x 1 -5/8 inch minimum cross - section size, 14 -gage minimum thickness; manufactured by Unistrut, Powerstrut, Storack, Fee & Mason, or Elce. Attachment of rod hangers to channels: Manufacturer's standard locking type inserted nuts, same manufacturer as channel. Do not exceed manufacturer's recommended loading. 91297 -01:M 15050 -1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15050 BASIC MATERIALS AND METHODS 26 NOVEMBER 1991 2.03 STEEL FRAMING A. Provide supplementary steel framing for supports; assemble by welding, attached to anchor bolts embedded in the concrete construction, or bolted to building structural members. Framing: Standard structural steel shapes to AISC dimensions or Schedule 40 ASTM A 53 or A 135 steel pipe. Welding: Continuous. Minimum weld depth, or leg of fillet weld: Equal to thickness of the thinnest member welded. 2.04 CONCRETE ANCHORS A. Cox Construction Co. Molly Parabolt, McCullough Kwik -Bolt, or approved. PART 3 - EXECUTION 3.01 CONCRETE ANCHORS A Use concrete anchors as follows: 1. Where necessary to hang piping or equipment from existing concrete slabs or walls. 2. For fastening attachments Tess than 400 pounds to new concrete. In general, provide imbeds of structural steel or formed steel channels for attachment to new concrete. B. Install anchors in accordance with manufacturer's instructions. Do not exceed rated load. Use a minimum of two bolts to attach each item. 3.02 WELDING A Welding to building structural members prohibited unless detailed on the Drawings or approved by the Structural Engineer. END OF SECTION 91297 -01:M 15050 -2 BE &C SECTION 15060 ENGINEERS AUTOCLAVE NO. 6 GENERAL PIPING BUILDING 21.01 REQUIREMENTS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. General installation methods for piping. B. Specific requirements for each service are covered in other sections. 1.02 REFERENCED STANDARDS Q Where other codes and standards are not referenced, use American National Standards Institute (ANSI) B31.1 - Code for Pressure Piping, Power Piping. B. Use standards of the following where referenced or where applicable for pipe, fittings, joints, and materials. ANSi American National Standards Institute ASTM American Society of Testing and Materials AWS American Welding Society Copper Development Association MSS Manufacturers Standardization Society of the Valve and Fittings Industry AWWA American Water Works Association C. Where provisions of various codes and standards conflict, use the more stringent provision. 1.03 SUBMITTALS A. Refer to Section 15010 - Basic Mechanical Requirements. B. Product data: 1. Pipe and fittings: Verify that material meets or exceeds applicable ASTM requirements. 2. Gaskets. 3. Unions. 4. Dielectric unions and flanges. 5. Escutcheon plates. 6. Solder. 91297 -01:M 15060 -1 BE &C SECTION 15060 ENGINEERS AUTOCLAVE NO. 6 GENERAL PIPING BUILDING 21.01 REQUIREMENTS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 C. Record Drawings: 1. Accurately show changes in piping size, location, or materials. 2. Submit as specified. D. Certified reports: 1. inspections performed. 2. Hydrostatic and pneumatic tests data and results. 3. Reports required by Pressure Piping Code. PART 2 - PRODUCTS 2.01 GENERAL A. Conform to ANSI, ASTM, AWWA Standards referenced for the individual piping material specifications. 2.02 TEMPORARY PIPING A Provide required temporary piping for testing, flushing, or draining permanently Installed piping. Select products suitable for the service conditions. 2.03 DIELECTRIC FITTINGS A. For 2 inches and smaller, use dielectric unions suitable for service, temperature, and pressure. Watts, Epco, or approved. 2.04 ESCUTCHEON PLATES A. Chrome plated, spring -clip type at ceilings, Beaton & Corbin No. 1 or No. 10, or approved. 2.05 BRANCH FITTINGS A. In general, make secondary branches off the primary lines to be made with reducing tee fittings. 2.06 PiPE SUPPORTS A. See Section 15140 - Piping Supports and Anchors; Sleeves. 2.07 PIPE INSULATION A. See Section 15260 - Piping Insulation. 91297 -01:M 15060-2 BE &C SECTION 15060 ENGINEERS AUTOCLAVE NO. 6 GENERAL PIPING BUILDING 21.01 REQUIREMENTS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 2.08 PIPE PAINTING AND MARKING A. See Section 15190 - Mechanical Identification. B. Prepare pipe, fittings, supports, and accessories for finish painting. Refer to Section 09900. PART 3 - EXECUTION 3.01 EXAMINATION A Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 3.02 PREPARATION A Protect surrounding areas and surfaces to prevent damage from work of this section. B. Remove foreign matter from piping as work progresses. Air blow systems or flush to obtain a clean piping system. Construction Manager to approve systems before testing starts. C. Before pressure tests and connections to the utilities piping system, flush out water piping to remove oil and pipe cuttings with a mixture of water and trisodium phosphate, 1 lb for each 50 gallons of water, circulate for 2 hours, then drain and flush with clean water under pressure to remove traces of detergent. 3.03 TEMPORARY PiPiNG A Provide temporary piping for testing, flushing, draining, and blowing out permanent piping, location, and arrangement as approved before installation. B. After above operations are completed, remove temporary piping.. Plug or cap openings in permanent systems with specified materials. 3.04 CLOSING UNAPPROVED WORK A. Do not cover or enclose work until it has been inspected and approved. B. Should work be covered or enclosed prior to inspection and approval, uncover the work; after it has been inspected and approved, make repairs and replacements at no additional cost. 3.05 PROTECTION AND CLEANING A. Provide temporary protection during installation, protect open ends of piping against entry of foreign materials, and remove any such materials before further assembly. Protect exposed flange faces from damage and moisture. 91297 -01:M 15060 -3 BE &C ENGINEERS AUTOCLAVE NO. 6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15060 GENERAL PIPING REQUIREMENTS 26 NOVEMBER 1991 B. Cleaning field - fabricated piping: 1. Remove cuttings and burrs. 2. Rap piping and remove foreign materials inside and outside. 3.0 6 INSTALLATION A. Install the work in accordance with Quality Assurance provisions, References, specifications, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. B. Install piping as concealed work in finished areas unless shown otherwise. C. Install horizontal lines of water piping to slope up in the direction of flow with a slope of not less than 1 inch in 40 feet, except in loop mains and main headers where the flow may be in either direction. Install lines carrying liquids to drain to shut -off valves so that the lines can be completely drained. D. Water fine vents and drains required for operation are shown on the piping schematics and mechanical details. However, vents and drains at high and low points in the piping required for complete venting and draining may not be shown on these Drawings. Provide drain valves at main shut -off valves, bases of vertical risers, and at equipment. Install such additional vents and drains and note them on the record Drawings. E. Run piping parallel to column lines, perpendicular to floor unless shown otherwise on Drawings. Group piping wherever practical at common elevations. Install piping to conserve building space and not interfere with use of space and other work. F. Use fittings only for changes in directions on rigid pipe and hard drawn tubing. Do not use bushings, close nipples, or street ells. Provide a union or flanges at each piping connection to equipment. H. Allow sufficient clearance for insulation, access to valves, equipment, and walkways. I. Connect piping to equipment only after the equipment has been securely anchored, levelled, and aligned in place. J. Install piping so that no Toad or movement in excess of that stipulated by equipment manufacturer will be imposed upon equipment connection. Install piping to allow for contraction and expansion without stressing pipe, joints, or connected equipment. K. Do not cut or weld to any structural member unless shown on the Drawings or approved by the Construction Manager. L. Install pipe without springing or forcing. 91297-01:M 15060 -4 BE &C ENGINEERS AUTOCLAVE NO. 6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15060 GENERAL PIPING REQUIREMENTS 26 NOVEMBER 1991 M. Unless otherwise detailed, allow 6 -inch minimum clearance between pipe and nearest construction, piping, conduit, or equipment. 3.07 PIPING EXPANSION AND FLEXIBILITY A. Allow for pipe expansion by means of natural flexibility of piping and by expansion loops where shown on the Drawings. B. Install piping with sufficient flexibility to avoid the use of expansion Joints or couplings except where shown on the Drawings. Use of additional expansion joints or couplings is discouraged and is to be approved by the Construction Manager. 3.0 8 JOINTS A General: Install according to referenced codes and manufacturers instructions. B. Screwed: Threads of iron and steel pipes, fittings, and couplings are to conform to ANSI B2.1. Lengths: Produce sufficient perfect threads to ensure full metal -to- metal contact when screwed home in fittings; and after threading, countersink ends of pipes, ream and clean chips and burrs. Connections: Make up full, with not more than three threads exposed. Use method that will not subject pipes or fittings to twisting or cross strains. Lubricate male threads only with thread lubricant or tape. C. Soldered: Use solder specified for the particular service. Cut ends square and remove fins and burrs; replace dented and damaged tubing with new tubing. Remove grease and oil from joints by wiping with clean cloth saturated with solvent and clean with emery cloth. After cleaning, apply noncorrosive flux to male end only, apply heat and solder and hold joint rigidly until solder has hardened. Wipe excess solder from exterior of joint before hardening. Before soldering, remove stems and washers of solder joint valves. 3.09 ESCUTCHEON PLATES A. Provide where exposed piping passes through walls, floors or ceilings of finished rooms. Where insulated piping below 140 °F passes through walls, plates may be omitted if the insulation is finished neatly against the wall to completely conceal the opening. Omit plates where pipe sleeves are specified to project above the floor line. 3.10 FLASHING AND SEALING A. Where piping penetrates building walls and roof, provide water tight sealing and flashing. B. Locate and mark openings for cutting in other sections. C. Seal openings through walls as detailed on the Drawings. 91297.01:M 15060 -5 BE &C ENGINEERS AUTOCLAVE NO. 6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15060 GENERAL PIPING REQUIREMENTS 26 NOVEMBER 1991 3.1 1 DIELECTRIC FITTINGS A. Install at the following: 1. At each joint between dissimilar metals. 2. Where cathodically protected steel lines enter the building. 3. Where submerged metallic piping is connected to unsubmerged piping. 4. Where new galvanized pipe is connected to existing galvanized pipe. 5. Where shown on the Drawings. 3.12 TESTING OF PIPING A. General requirements: Furnish equipment and apparatus necessary for the tests. Correct defects disclosed by the tests at no cost to Owner. Conduct tests in the presence of the Construction Manager. B. Test piping systems after the lines have been cleaned and before insulation covering has been applied. C. Remove or valve -off from the system gages, traps and other apparatus that may be damaged by the test pressure including: 1. Locally mounted pressure indicating gages, where the test pressure would exceed their scale range. 2. In -line instrumentation, unless otherwise specified. D. Test procedures: 1. Submit calibration records for gages used for testing to Engineer. 2. Install two pressure gages per testing system. Locate gages as close as possible to the low point of the piping system. 3. Open vents and other connections that can serve as vents during filling so that air is vented before applying test pressure to a system. 4. Examine for leakage at joints and connections. The piping system is to show no visual evidence of weeping or leaking. Correct visible leakage at the Contractor's expense. 5. If the pressure falls after the pressurizing system is shut off, the source of pressure loss must be determined and corrected. The system must be able to hold the test pressure for the test duration specified without any detectable loss. 91297-01:M 15060 -6 BE &C ENGINEERS AUTOCLAVE NO. 6 BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 15060 GENERAL PIPING REQUIREMENTS 26 NOVEMBER 1991 E. Plumbing drainage and vent piping: Fill system with city water and check joints for leakage after the test duration. System may be tested in its entirety or in sections but no section is to be tested with less than a 10 -foot head of water. In testing successive sections, at least the upper 10 feet of the next preceding section is to be tested so that sections are tested to at least 10 -feet of head. F. Hydrostatic tests: 1 . Unless otherwise specified, hydrostatically test piping systems at a pressure of one and one -half times the specified design pressure and in no case less than 50 psig. 2. For hydrostatic tests use water not exceeding 100 °F. 3. Hold test pressure a minimum of 4 hours after the piping under test is disconnected from its source of water. G Rectify defects that develop during testing and retest the piping systems until they show no defect or weakness and are tight. H. Test repairs: 1 . Replace materials damaged during testing and flushing. 2. Use new gaskets each time a flanged joint is made up. 3. Repair defective joints in accordance with the appropriate piping code. Re- examine repaired components by the original method to determine freedom from defects, and retest all repaired Joints. Costs for such repair are the responsibility of the Contractor. Test records: 1. Keep for each piping installation. These records are to include the following items: a. Date of test. b. Description and identification of piping tested. c. Test fluid. d. Test pressure. e. Test duration.. f. Remarks, to include such items as: 1 ) Leaks (type, location) 2) Repairs made on leaks 91297 -01:M 15060 -7 BE &C ENGINEERS AUTOCLAVE NO. 6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15060 GENERAL PIPING REQUIREMENTS 26 NOVEMBER 1991 g. Signature and date by witness. h. Certification by Contractor and approval by the Construction Manager. J. Cleaning and flushing piping: 1. After piping has been tested, blow out or flush lines. a Thoroughly flush and drain all water lines. 2. Protect equipment, instrumentation and controls from debris with temporary strainers or isolation plates during flushing and drying operations. Remove protective strainers or plates after completion. K. Cleanup: At completion of work, clean exposed piping thoroughly. END OF SECTION 91297 -01:M 15060.8. BE &C AUTOCLAVE NO.6 SECTION 15110 ENGINEERS BUILDING 21.01 VALVES SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Valves for general utility and plumbing services. Where specific services have different requirements, the valves will be specified under those sections. 1. Bali valves 2. Drain valves 1.02 REFERENCED STANDARDS MSS Manufacturers Standardization Society of the Valve and Fitting Industry MSS SP -80 Bronze Gate, Globe, Angle, and Check Valves. 1.03 SUBMITTALS A. Submit product data on valves furnished in accordance with Section 15010. 1.04 DELIVERY, STORAGE AND HANDLING: Section 15010. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Provide valves of same manufacturer throughout where possible. B. Provide valves with manufacturer's name and pressure rating clearly marked on outside of body. 2.0 2 VALVE CONNECTIONS A Provide valves suitable to connect to adjoining piping as specified for pipe joints. Use valves same size as connecting piping. B. Steel pipe: Use screwed ends for pipe 2 inches and smaller. C. Copper pipe: Use solder ends or screwed ends with solder adapters for pipe size 2 inches and smaller. 91297 -01:M 15110 -1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15110 VALVES 26 NOVEMBER 1991 2.03 PRESSURE RATINGS A Unless otherwise indicated, use valves rated for a minimum of 125 psig WSP @ 450 °F and 200 psig WOG @ 250 °F. 2.04 BALL VALVES A For 2 inches and smaller: 150-lb bronze body, bronze or alloy steel ball, teflon seats and seals. Powell Figure 4210T, Nibco T- 590 -Y, or approved. B. For 2 -1/2 inches and larger: Do not use unless otherwise indicated. C. Provide valves that seal tight for flow in either direction. 2.05 DRAIN VALVES A 150-lb bronze body and stem, rising stem, renewable composition disc, union bonnet, threaded ends. Powell Figure 151, Nibco Fig. T- 335 -Y, or approved. 2.06 VALVE OPERATORS A Provide 90- degree lever operator for ball valves. B. Provide valve stem extension for lever- operated valves in insulated lines, so handle will clear Insulation. PART 3 - EXECUTION 3.01 GENERAL PIPING REQUIREMENTS: Section 15060 3.02 SUPPORTS AND ANCHORS: Section 15140. 3.03 INSTALLATION A. Install valves with stems upright or horizontal, not inverted. B. Install ball valves for shutoff and isolating service, to isolate equipment, part of systems, or vertical risers. END OF SECTION 91297.01:M 15110-2 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15140 PIPE SUPPORTS AND ANCHORS; SLEEVES 26 NOVEMBER 1991 PART 1 GENERAL 1.01 • SECTION INCLUDES A Pipe, hangers, supports, and anchors. B. Hangers and supports for piping specialties. C. Sleeves and seals for piping. 1.02 WORK FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A Furnish pipe sleeves and inserts for installation under Division 3. 1.03 RELATED SECTIONS Section 15050 - Basic Materials and Methods: Miscellaneous support steel. 1.04 REFERENCED STANDARDS ANSI /MSS SP -58 Pipe Hangers and Supports: Materials, Design, and Manufacture MSS Manufacturers Sandardization Society of the Valve and Fittings Industry. MSS SP -69 Pipe Hangers and Supports: Selection and Application 1.05 SUBMITTALS A Submit Shop Drawings and product data in accordance with Section 15010. 1. Indicate hanger and support framing and attachment methods. PART 2 - PRODUCTS 2.01 PIPE HANGERS AND SUPPORT A. Standard pipe hanger components: Manufactured in accordance with ANSI /MSS SP- 58, Grinnell, or approved. Figure numbers listed are Grinnell. B, The following criteria cover rnost hangers included in the work: Hangers not included are to be according to MSS SP -69. Alternative hanger systems allowed in MSS SP -69 for the service conditions of the piping system can be used in lieu of the specified system. Exception: Beam clamps without seismic restraints not allowed. 91297 -01 :M 15140-1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15140 PIPE SUPPORTS AND ANCHORS; SLEEVES 26 NOVEMBER 1991 C. Hangers for pipe sizes 1/2 to 1 -1/2 inch: Malleable iron or carbon steel, adjustable swivel, split ring, Figure 104. D. Wall support for pipe sizes to 3 inches: One hole clamp, Figure 126, or formed steel channel with steel pipe strap. E. Copper pipe support: Carbon steel ring, adjustable, copper plated, Figure CT -269. F. Shield for insulated piping 2 inches and smaller: 18 -gage galvanized steel shield over insulation in 180 - degree segments, minimum 12 inches long at pipe support, Figure 167. 2.02 HANGER RODS A. Steel hanger rods: Threaded both ends, threaded one end, or continuous threaded. 2.03 INSERTS A. Inserts: Malleable iron case or galvanized steel, shell and expander plug for threaded connection with lateral adjustment, top slot for reinforcing rods, lugs for attaching to forms; size inserts to suit threaded hanger rods, Grinnell Figure 282, formed steel channel concrete inserts rod attachment nuts, or approved. 2.04 BEAM ATTACHMENTS A. Make attachments to steel structural members with steel and malleable iron manufactured beam attachments. Loads imposed on attachments are not to exceed the maximum recommended by the manufacturer. Furnish clamp type attachments with a seismic restraint bar similar to Grinnell Figure 225, or approved. Do not use C -clamp attachments. 2.05 FORMED STEEL CHANNELS, STEEL FRAMING A See Section 15050 - Basic Materials and Methods. 2.0 6 SLEEVES A. Sleeves for pipes through non - fire -rated floors, beams, walls and footings: Form with 18 -gage galvanized steel. If used for riser support, Schedule 40 galvanized steel pipe. B. Sleeves for pipes through fire -rated and fire - resistive floors and walls, and fireproofing: Prefabricated fire -rated sleeves including seals, UL- listed or as shown on the Drawings. 91297 -01:M 1 5140 -2 BE &C SECTION 15140 ENGINEERS AUTOCLAVE NO.6 PIPE SUPPORTS AND BUILDING 21.01 ANCHORS; SLEEVES SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 2.07 FABRICATION A. Size sleeves large enough to allow for movement due to expansion and contraction. Allow for insulating through the sleeve. B. Design hangers for installation without disengagement of supported pipe. 2.08 FINISH A. Paint exposed steel hangers and supports according to Section 09900. PART 3 - EXECUTION 3.01 INSERTS A Provide inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams. B. Concrete anchors may be used for light Toads. See Section 15050. 3.02 PIPE HANGERS AND SUPPORTS A Support Spacing 1. Support horizontal piping as follows: STEEL PIPE COPPER PIPE MAX. HANGER MAX. HANGER HANGER ROD PIPE SIZE SPACING SPACING DIAMETER 1/2 -inch 6 feet 5 feet 3/8 -Inch 3/4- to 1 -1/4 -inch 7 feet 6 feet 3/8 -inch 1 -1/2 -inch 9 feet 8 feet 3/8 -inch 2 -inch 10 feet 8 feet 3/8 -inch B. Place a hanger. within 12 inches of each horizontal elbow and concentrated loads such as flanges, valves, and similar items. C. Use hangers with 1-1/2 inch minimum vertical adjustment. 3.03 FLASHING A Provide flexible flashing and metal counterfiashing where piping penetrates weatherproofed or waterproofed walls, floors, and roofs. 91297 -01:M 15140 -3 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15140 PIPE SUPPORTS AND ANCHORS; SLEEVES 26 NOVEMBER 1991 3.04. SLEEVES A. Sleeves in existing concrete: Core drill concrete as close to pipe od as possible. Extend sleeves through floors 3 inches above finished floor level. Caulk sleeves full depth with silicone compound and provide floor plate to anchor sleeve. B. Install escutcheons at finished surfaces. END OF SECTION 91297.01:M 15140 -4 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15190 MECHANICAL IDENTIFICATION 13 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Piping B. Valves 1.02 REFERENCED STANDARDS ANSI /ASME A13.1 Scheme for the Identification of Piping Systems 1.03 SUBMITTALS A Submit product data in accordance with Section 15010. B. Submit list of wording, symbols, letter size, and color coding for special items not listed in this section. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. W. H. Bradley Company, Safety Sign Company, Seton Name Plate Corp., or approved. 2.02 MATERIALS A Color: Unless specified otherwise, conform with ANSI /ASME A13.1. B. Plastic pipe markers: Factory fabricated, flexible, semirigid plastic, preformed to fit around pipe or pipe covering; minimum information indicating flow direction arrow and fluid being conveyed. C. Plastic tape pipe markers: Flexible, vinyl film tape with pressure- sensitive adhesive backing and printed markings. 2.03 PIPE IDENTIFICATION MARKERS A. Provide markers in accordance with the following: SYMBOL SERVICE MARKER BACKGROUND MARKER WORDINQ MEE ICW Industrial Cold Water Industrial Cold Water Yellow SAN Sanitary Sewer Sanitary Sewer Green V Vents for Sanitary Sewer Vent Green 91297 -01:M 15190 -1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15190 MECHANICAL IDENTIFICATION 13 NOVEMBER 1991 PART 3 - EXECUTION 3.01 PREPARATION A Degrease and clean surfaces to receive adhesive for identification materials. 3.02 INSTALLATION A Locate identification markers to be visible from floor elevation or platforms. B. Plastic pipe markers: Install in accordance with manufacturer's instructions. C. Plastic tape pipe markers: Install completely around pipe in accordance with manufacturer's instructions. 3.03 IDENTIFICATION REQUIREMENTS A Piping: Identify piping, concealed or exposed, with plastic pipe markers or plastic tape pipe markers. Identify service and flow direction. Install in clear view and align with axis of piping. Locate identification not to exceed 20 feet on straight runs including risers and drops, adjacent to each valve and tee, at each side of penetration of structure or enclosure, and at each obstruction. END OF SECTION 91297 -01:M 15190-2 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15260 PIPING INSULATION 26 NOVEMBER 1991 PART 1 GENERAL 1 .01 SECTION INCLUDES 1. Piping insulation 2. Jackets and accessories 1.02 REFERENCED STANDARDS ANSI /ASTM C 195 Mineral Fiber Thermal Insulation Cement ANSI /ASTM C 547 Mineral Fiber Preformed Pipe Insulation ASTM B 209 Aluminum and Aluminum Alloy Sheet and Plate ASTM C 449 Mineral Fiber Hydraulic- setting Thermal Insulating and Finishing Cement ASTM C 534 Preformed Flexible Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form ASTM E 84 Surface Burning Characteristics of Building Materials 1.03 QUALITY ASSURANCE A Applicator: Company specializing in piping insulation application with at least 3 years of experience. B. Materials: Flame- spread and smoke - developed rating of 25/50 in accordance with ASTM E 84, NFPA 255, and UL 723. 1.04 SUBMITTALS A Product data. B. Manufacturer's installation instructions. 1.05 DELIVERY, STORAGE AND HANDLING: SECTION 15010 PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Owens - Corning, Certain -Teed Corp., Armstrong, Johns- Manville, or approved. 2.02 INSULATION A. Type A: Glass fiber insulation; ASTM C 547; Class 1 maximum k value of 0.25 at 50 °F, noncombustible, suitable for 500 °F. 91297.O1:M 15260 -1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15260 PIPING INSULATION 26 NOVEMBER 1991 2.03 JACKETS A. Interior applications 1. Type 1: Vapor- barrier jackets: Kraft reinforced foil vapor barrier with self- sealing adhesive joints. 2. Type 2: PVC jackets: One piece, premoided type. 3. Type 3: Canvas jackets: UL- listed treated cotton fabric, 6 oz per square yard. B. Exterior applications Type 4 (for type A insulation): Aluminum jackets, ASTM B 209, 0.02 inch thick, smooth finish. Stainless steel jackets, type 304, 316 stainless steel, 0.01 Inch thick, smooth finish. 2.04 ACCESSORIES A. Insulation bands: 3/4 -inch wide; 0.015 -inch thick stainless steel or 0.007 -inch thick aluminum. B. Metal jacket bands: 3/8 -inch wide; 0.015 -inch thick aluminum or 0.010 -inch thick stainless steel. C. Insulating cement: ASTM C 195; hydraulic setting mineral wool. D. Finishing cement: ASTM C 449. E. Fibrous glass cloth: Untreated; 9 oz per square yard (psy) weight. F. Adhesives: Compatible with insulation. 2.05 INSULATION THICKNESS AND TYPE A. Provide pipe insulation type, jacket, insulation thickness as follows (jackets for exterior applications are in parentheses): SERVICE TYPE THICKNESS FOR SIZE PIPE (Inches) Insulation/ Runouts* 1/ 4 1-1/4 2 -1/2 5 8 and Jacket up to 2 to 1 to 2 to 4 to 6 larger Interior (Exterior) Industrial Cold Water A/1 (A /4) 0.5 0.5 1 1 1 1 Runouts are defined as short runs to terminal units not exceeding 12 inches in length. 91297 -01:M 15260 -2 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 15260 PIPING INSULATION 26 NOVEMBER 1991 PART 3 - EXECUTION 3.01 PREPARATION A Install materials after piping has been tested and approved. 3.02 INSTALLATION A Install materials in accordance with manufacturer's instructions. B. Continue insulation with vapor barrier through penetrations and pipe supports. C. On exposed piping indoors, locate insulation and cover seams in least visible locations. D. On insulated piping with vapor barrier, insulate fittings, valves, unions and flanges. E. On insulated piping without vapor barrier and piping conveying fluids no hotter than 140 °F, do not insulate flanges and unions at equipment, but bevel and seal ends of insulation at such locations. F. Finish insulation neatly at supports, protrusions, and interruptions. Cx Jackets 1. Indoor, concealed applications: Insulated pipes conveying fluids above ambient temperature are required to have standard jackets, with or without vapor barrier, factory - applied or field - applied. Insulate fittings, joints, and valves with insulation of material and thickness same as adjoining pipe and finish with glass cloth and adhesive. PVC jackets may be used. 2. indoor, concealed applications: insulated pipes conveying fluids below ambient temperature are required to have vapor barrier jackets, factory - applied or field - applied. Insulate fittings, joints, and valves with molded insulation of material and thickness same as adjacent pipe and finish with glass cloth and vapor barrier adhesive. 3. Indoor, exposed applications: For pipe exposed in finished spaces, insulate as for concealed applications. Finish fittings, joints, and valves with canvas jacket; size for finish painting. Do not use PVC jackets. 4. Exterior applications, Type A insulation: Provide vapor barrier jackets. Cover with aluminum or stainless steel jacket with seams located on bottom side of horizontal piping. Insulate fittings, joints, and valves with insulation of material and thickness similar to adjoining pipe, and finish with glass mesh reinforced vapor barrier cement. END OF SECTION 91297 -01:M 15260.3 BE &C AUTOCLAVE NO.6 SECTION 15410 ENGINEERS BUILDING 21.01 PLUMBING PIPING SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Pipe and fittings for industrial cold water and sanitary sewer drainage service B. This section covers service within the building and to 5 feet outside the building. C. Miscellaneous piping for instruments, testing, and temporary services. Make same as for the connecting service if not otherwise specified. D. Services covered under this section: Symbol Service Design Press. Design Temp. (PSIG) ( °F) ICW Industrial Cold Water 15 0 5 0 SAN Sanitary Sewer 5 12 0 V, VTR Vents for Sanitary 5 ambient Sewer 1.0 2 RELATED SECTIONS Section 15060 - General Piping Requirements: Standards, Joints, general installation, and testing not covered in this section. Section 15110 - Valves: Requirements for valves for plumbing service. Section 15430 - Plumbing Specialties: Funnel drains, cleanouts, and the like. 1 .0 3 REFERENCED STANDARDS Uniform Plumbing Code Local Plumbing Code Section 15060 General Piping Requirements AWWA C601 Standard Methods for the Examination of Water and Waste Water ASTM B 32 -89 Standard Specification for Solder Metal 1.0 4 QUALITY ASSURANCE A. Identify materials for plumbing and keep them separate from those of other services. 91297 -01 :M 15410-1 BE &C AUTOCLAVE NO.6 SECTION 15410 ENGINEERS BUILDING 21.01 PLUMBING PIPING SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 1.05 SUBMITTALS A. Submit product data: Section 15060 1.06 DELIVERY, STORAGE, AND HANDLING - Section 15010. PART 2 PRODUCTS 2.01 INDUSTRIAL COLD WATER (ICW) - ABOVE GRADE A Use Item B or Item C consistently throughout project. B. Steel pipe, fittings, and joints (all sizes) 1. Pipe material: 2 inches and smaller: Galvanized steel, ASTM A 53 or A 795. 2. Weight and ends: 2 inches and smaller: Schedule 40, plain ends. 3. Fittings: 2 inches and smaller: Class 150 galvanized malleable threaded, ASTM A 197, ANSI B16.3, 150 Ib WP @ 350 °F. 4. Unions: Class 150 galvanized malleable iron, brass seat, threaded, ASTM A 197, ANSI B16.3, 150 Ib SWP @ 366 °F, 300 Ib. WOG © 150 °F. 5. Flanges: Class 125 threaded cast -iron galvanized, ASTM A 126, flat - faced, ANSI B16.1. 6. Joints: 2 inches and smaller: Threaded. 7. Thread lubricant: Teflon tape. 8. Gaskets: Full -face type. Furnish gaskets factory -cut and punched of 1/16 inch thick compressed nitrile bonded asbestos -free fiber, 1450 Ib @ 750 °F., Richard Klinger, Inc., Crane Packing Co., Garlock, Co., or approved. 9. Bolting: Carbon steel hex head machine bolts and hex nuts, ASTM A 307, Grade B or continuous thread stud bolts and hex nuts, ASTM A 354, Grade BC. 10 . Valves: See Section 15110. C. Copper pipe, fittings, and joints 4 inches and smaller: Anaconda, American Brass Co., Nibco, Inc., Mueller Brass Co. 1. Pipe Type L hard -drawn seamless copper, water tube, ASTM B 88. 91297 -01:M 15410 -2 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326-91297-TS-01 SECTION 15410 PLUMBING PIPING 26 NOVEMBER 1991 2. Fittings: 3. Unions: Wrought - copper solder joints fittings, ANSI B16.22 and ASTM B 75. Cast bronze may be used for fittings not available in wrought copper. Wrought - copper and solder joint unions with copper seats, ANSI B16.22 and ASTM B 75. 4. Flanges: Class 125 cast - bronze solder Joint flanges, flat faced, ASTM B 584, 175 Ib WOG @ 150 °F. Furnish flanges factory - faced, drilled, and spot- faced. 5. Joints: Soldered. Flanged at flanged equipment connections and flanged valves. 6. Solder: 7. Gaskets: 95 -5 tin antimony, 95.5/4 tin /copper, 91.5/5/3.5 tin /antimony /copper per ASTM B 32 -89, Grade 50A, Alpha Metals, Inc., Anchor Alloys, Inc., Kester Solder Co., Harris, Engelhard, or approved. Full face type for flat face flanges. Furnish gaskets factory cut and punched of 1/16 inch thick compressed nitrile bonded asbestos -free fiber, 1450 Ib @ 750 °F, Richard Klinger, Inc., Crane Packing Co., Garlock Co., or approved. 8. Bolting: Silicon bronze hex -head cap screws with regular hex nuts. 2.02 SANITARY SEWER AND VENT PIPING (SAN, V, VTR) - ABOVE GRADE A. Use either B or C throughout. B. Steel pipe system: 1. Pipe 2 inches and smaller: ASTM A 53 galvanized steel pipe, Schedule 40, or ASTM A 74, standard weight hubless cast -iron pipe, bituminous coated, with neoprene gasket, ASTM C 56A. 2. Fittings 2 inches and Screwed, galvanized cast -iron, drainage pattern, smaller: ANSI B16.12 or standard weight hubless cast -iron. C. Copper pipe: D. Copper fittings: Type L copper water tube, hard drawn, ASTM B 88. Wrought copper solder Joint drainage fittings, ANSI B16.29 or cast bronze solder Joint drainage fittings, ANSI B16.23. 91297 -01:M 15410 -3 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 15410 PLUMBING PIPING 26 NOVEMBER 1991 2.03 VALVES - Section 15110 2.04 PIPE SUPPORTS, SLEEVES, AND ANCHORS - Section 15140 2.05 DIELECTRIC FITTINGS - Section 15060 2.06 VENT FLASHING A. Semco No. 1100 -2 flashing and counterflashing, or approved. PART 3 - EXECUTION 3.01 GENERAL PIPING REQUIREMENTS: Section 15060. 3.02 VALVES: Section 15110. 3.03 SUPPORTS AND ANCHORS: Section 15060. 3.04 SLOPE AND DRAINAGE A. Water piping: Refer to Section 15060. B. Drain piping: Establish invert elevations, slopes for drainage to 1/4 Inch per foot minimum, or as shown on Drawings. Maintain uniform gradients. 3.05 TESTING A. Hydrostatic test as specified In Section 15060, before disinfection. END OF SECTION 91297.01:M 15410-4 BE &C AUTOCLAVE NO.6 SECTION 15430 ENGINEERS BUILDING 21.01 PLUMBING SPECIALTIES SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Specialty Items, not including fixtures to be installed in piping, as follows: 1. Funnel drains. 1.02 REFERENCED STANDARDS ASSE American Society of Sanitary Engineers PDI Plumbing and Drainage Institute 1.0 3 QUALITY ASSURANCE A. Provide components by same manufacturer for each item specified. 1.05 SUBMITTALS A. Submit product data for all items included in this section in accordance with Section 15010. B. Submit operation and maintenance data in accordance with Section 15010 for the trap primer valves. PART 2 - PRODUCTS 2.01 FUNNEL DRAINS A. Josam, Wade, J. R. Smith, or approved. B. ANSI A112.21.1; cast -iron seal P -trap with indirect waste funnel inlet and side outlet threaded connection; Josam Model 88210. PART 3 EXECUTION 3.01 GENERAL PIPING REQUIREMENTS: Section 15060 3.02 VALVES: Section 15110 3.03 SUPPORTS AND ANCHORS: Section 15140 3.0 4 INSTALLATION A. Install specialties in accordance with manufacturer's instructions. END OF SECTION 91297 -01:M 15430 -1 BE &C SECTION 16010 ENGINEERS AUTOCLAVE NO.6 BASIC ELECTRICAL BUILDING 21.01 REQUIREMENTS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Basic electrical requirements specifically applicable to Division 16 in addition to other Division 1 requirements. B. Obtaining electrical permits, paying fees, and arranging for inspections from authority having jurisdiction. 1.02 RELATED SECTIONS Section 01045 - Cutting and Patching Section 01630 - Product Options and Substitutions Section 01720 - Project Record Documents Section 01730 - Operating and Maintenance Data Section 01740 - Warranties and Bonds Section 09900 - Painting: Painting of exposed electrical work in finished spaces. B. Examine Drawings and specifications including architectural, structural, mechanical, and electrical, and become familiar with types and systems of construction to be used. Determine how such types and systems will affect installation of electrical work. 1.03 REFERENCED STANDARDS ANSI /I EEE C 2 National Electrical Safety Code ANSI /NFPA 70 National Electrical Code NECA Standard of Installation 1.04 DEFINITIONS A. Refer to Section 01075 - Definitions and Intent. B. "Concealed" means hidden from sight. This includes items in crawl spaces and service tunnels used solely for repairs and maintenance. C. "Exposed" means visible under normally accessible building conditions (other than concealed). D. "Recognized manufacturer" means an individual, firm or corporation of recognized ability engaged in manufacturing the specified equipment for a minimum of 3 years unless otherwise specified. E. "CO" means conduit only or empty conduit with nylon pull cord. 91297-01:E 16 010 -1 BE &C SECTION 16010 ENGINEERS AUTOCLAVE NO.6 BASIC ELECTRICAL BUILDING 21.01 REQUIREMENTS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 F. "CKT" means circuit. "NEC" means National Electrical Code, current edition. H. "NECA" means National Electrical Contractors' Association 1.05 SUBMITTALS A. Shop Drawings: Show switch gear, panel boards, motor control centers, detection systems, and the like. B. Prepare installation drawings for underground conduits (include future installations indicated on Drawings) and submit to Construction Manager for approval before Installation. C. Coordination drawings: Submit layouts showing proposed rearrangement of work to meet job conditions, including work specified under other sections. Obtain Construction Manager's acceptance before proceeding. D. Product data: Furnish manufacturer's definitive brochures, specifications, and installation directions. Include for lesser Items such as transformers, receptacles, and other hardware to be used. E. Manufacturers and materials listings: Submit complete listings. F. Inspection certification: Submit written certification of inspection from the governing building authority stating that work has been inspected, accepted, and found In compliance with existing governing ordinances and codes. G Installer's documented experience: Submit qualifications and list five comparable installations, if requested by Construction Manager. H. Submit project record documents as specified in Section 01720. Incorporate details prepared for Shop Drawings. I. Submit operating and maintenance data as specified in Section 01730. J. Submit warranties as specified in Section 01740. 1.06 SUBSTITUTIONS A Refer to Section 01630 - Product Options and Substitutions. 1 .07 QUALITY ASSURANCE A Fabricator, manufacturer, installer qualifications: Specialists with at least 3 years of experience each and be regularly engaged in this type of work using procedures defined in NECA Standard of Installation. Where required by the local government, employ licensed tradespersons. 91297 -01:E 16010 -2 BE &C SECTION 16010 ENGIN EERS AUTOCLAVE NO.6 BASIC ELECTRICAL BUILDING 21.01 REQUIREMENTS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 B. Requirements of regulatory agencies current as of Contract Document date: See referenced codes, ordinances, and standards. 1.0 8 PREINSTALLATION CONFERENCE A. Schedule a job meeting for coordinating related work, materials, and techniques. 1. Request presence of Construction Manager, manufacturer's representative installer, and concerned tradespersons. 1.0 9 DEUVERY, STORAGE AND HANDUNG A. Packing and shipping: Pack products carefully separated to prevent marring. B. Delivery: Deliver products in original, unopened, protective packaging. C. Acceptance at site: Verify undamaged condition. D. Storage and protection before installation; 1. Store under cover. 2. Take whatever steps necessary to prevent scratching or other defacement. E. Handling: Use care; prevent damage to products and finishes. 1.10 PROJECT SITE CONDITIONS A. Examine site and construction; become familiar with existing conditions affecting the work. B. Verify locations of overhead or buried utilities on or near site with Construction Manager. C. Take horizontal and vertical measurements from established bench marks. All work is required to agree with these established lines and levels. D. Notify Construction Manager of discrepancies between actual measurements and those indicated. Do not proceed until directed by Construction Manager. 1 .1 1 SEQUENCING AND SCHEDULING A. Minimize interruption of service. Provide 2 weeks' notice to the Construction Manager when necessary to shut down service to occupied parts of the building. Agree, in writing, upon time satisfactory to concerned parties. Conduct work at night or on weekends as directed and at no extra cost to the Owner. Provide temporary service throughout areas in use by Owner. 1.12 FUTURE WORK A. Provide for future work under separate contract as shown. 91297 -01:E 16 010 -3 BE &C SECTION 16010 ENGINEERS AUTOCLAVE NO.6 BASIC ELECTRICAL BUILDING 21.01 REQUIREMENTS SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 1.13 MAINTENANCE A Spare parts for future maintenance and repair: At completion of the work, carefully Identify and box or bag spare parts for delivery to Construction Manager. 1. Obtain signed receipt from Construction Manager. PART 2 - PRODUCTS 2.01 MATERIAL AND EQUIPMENT A. Provide and install only the specified products of recognized manufacturers. Substitutions are allowed ONLY under provisions of Section 01630 - Product Options and Substitutions. 1. Ensure that equipment is complete with every part necessary. B. Electrical equipment is required to bear published Underwriters Laboratories, Inc. listed label. Otherwise provide certification from manufacturer that equipment conforms to UL standards. C. Remove rejected or damaged material from site. 2.02 MISCELLANEOUS MATERIALS A Provide required items necessary for installation and testing procedures. 2.03 TESTS A Provide necessary test equipment, labor, and personnel to test - 1. Insulation resistance. 2. Ground resistance. 3. Phase rotation. 4. Operation. PART 3 - EXECUTION 3.01 EXAMINATION A Verify installation conditions as satisfactory to receive work of the various sections. Do not install until unsatisfactory conditions are corrected. 1. Confirm that installations have been inspected before enclosure within building features, buried, or otherwise hidden from view. Bear costs associated with uncovering or exposing installations or features not previously inspected. 91297 -01:E 16010 -4 BE &C SECTION 16010 ENGINEERS AUTOCLAVE NO.6 BASIC ELECTRICAL BUILDING 21.01 REQUIREMENTS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 3.02 PREPARATION A. Protect surrounding areas and surfaces to prevent damage as work is installed. B. Obtain equipment roughing -in dimensions from approved Shop Drawings or actual measurements. Q Be familiar with the location of other trade's equipment. Eliminate conflicts between electrical installations and their work. Check door swings before installing switch legs. Locate switches on the strike side of doors where possible. 3.03 INSTALLATION A. Install the work as specified and in accordance with Quality Assurance provisions, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. B. Drawings, and riser and other diagrams are schematic only; they do not necessarily show exact physical arrangement of equipment, lengths of wiring, or conduit runs. Base the work on actual field measurements and conditions. C. Coordinate electrical with other trades. 3.04 WELDING, CUTTING AND DRILLING A Welding: In accordance with American Welding Society Standards. 3.05 EXCAVATION AND BACKFILL A. Excavation and backfilling: in accordance with Section 02200. 3.0 6 IDENTIFICATION A General: Provide nameplates and decals required to properly identify equipment and components in accordance with Section 16195 - Electrical Identification. 1. Panelboards and switchboards: Engraved black phenolic nameplate, 1 -1/2 inches high by 4 inches wide with 2 lines of 1/2- inch -high white letters, as shown on the Drawings. 2. Disconnect switches and motor controls: Embossed plastic tape, 3/8 inch, red. Indicate device designation as shown on the Drawings, panel and circuit number service origin, voltage, and equipment served, if not obvious. 3. Wires and cables: Provide according to Section 16120 and 16121. 91297 -01 :E 16010 -5 BE &C ENGINEERS AUTOCLAVE NQ.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 16010 BASIC ELECTRICAL REQUIREMENTS 26 NOVEMBER 1991 3.07 PROTECTION A. Properly protect equipment during and after electrical hookup, painting, and final testing. END OF SECTION 91297 -01:E 16010 -6 BE &C AUTOCLAVE NO.6 SECTION 16120 ENGINEERS BUILDING 21.01 WIRE AND CABLE SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A Building wire B. Cable C. Wiring connections and terminations 1.02 REFERENCED STANDARDS NEMA WC 3 Rubber- Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy NEMA WC 5 Thermoplastic - Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy NEMA WC 7 Cross - Linked - Thermosetting- Polyethylene - Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy 1.03 SUBMITTALS A Submit Shop Drawings and product data under the provisions of Section 16010. PART 2 - PRODUCTS 2.01 BUILDING WIRE A Thermoplastic - insulated building wire. NEMA WC 5. B. Rubber- Insulated building wire: NEMA WC 3. C. Feeders and branch circuits larger than 6 AWG: Copper stranded, conductor, 600 volt insulation, THHN, THWN. D. Feeders and branch circuits: Copper conductor, 600 volt insulation, THHN, THWN, 6 and 8 AWG, stranded conductor. E. Control circuits: Copper, stranded conductor 600 -volt insulation, THHN, THWN, MTW. 2.02 NONMETALLIC SHEATHED CABLE A. Service entrance cable: Copper conductor, 600 -volt insulation, Type USE. 91297 -01:E 16120 -1 BE &C AUTOCLAVE NO.6 SECTION 16120 ENGINEERS BUILDING 21.01 WIRE AND CABLE SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 2.03 REMOTE CONTROL AND SIGNAL CABLE A. Control cable for Class 1 remote control and signal circuits: Copper conductor, 600 -volt insulation, rated 60 °C, individual conductors twisted together and covered with an overall PVC jacket. B. Control cable for Class 2 or Class 3 remote control and signal circuits: Copper conductor, 300 -volt insulation, rated 60 °C, individual conductors twisted together and covered with a PVC jacket, UL listed. C. Plenum cable for Class 2 or Class 3 remote control and signal circuits: Copper conductor, 300 -volt insulation, rated 60 °C, individual conductors twisted together and covered with a non - metallic jacket; UL listed for use In air - handling ducts, hollow spaces used as ducts, and plenums. PART 3 - EXECUTION 3.01 GENERAL WIRING METHODS A. Use wire no smaller than 12 AWG for power and lighting circuits, and wire no smaller than 14 AWG for control wiring. B. Use 10 AWG conductor for 20- ampere, 120 -volt branch circuit home runs longer than 75 feet, and for 20- ampere, 277 -volt branch circuit home runs longer than 200 feet. Place an equal number of conductors for each phase of a circuit In same raceway or cable. D. Splice only in junction or outlet boxes. E. Neatly train and lace wiring inside boxes, equipment, and panel boards. F. Use equal conductor lengths for parallel circuits. 3.02 WIRING INSTALLATION IN RACEWAY A. Pull all conductors into a raceway at the same time. Use UL- listed wire- pulling lubricant for pulling 4 AWG and larger wires. B. Install wire In raceway after interior of building has been protected from the weather and mechanical work likely to injure conductors has been completed. C. Completely and thoroughly swab raceway system before installing conductors. 91297 -01:E 16120 -2 BE &C AUTOCLAVE NO.6 SECTION 16120 ENGINEERS BUILDING 21.01 WIRE AND CABLE SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 3.03 CABLE INSTALLATION A. Provide protection for exposed cables where subject to damage. B. Support cables above accessible ceilings; do not rest on ceiling tiles. Use spring metal slips or plastic cable ties to support cables from structure or ceiling suspension system. Include bridle rings or drive rings. C. Use suitable cable fittings and connectors. 3.04 WIRING CONNECTIONS AND TERMINATIONS A. Splice only in accessible junction boxes. B Use solderless pressure connectors with insulating covers for copper wire splices and taps, 8 AWG and smaller. For 10 AWG and smaller, use insulated spring wire connectors with plastic caps. C. Use split bolt connectors for copper wire splices and taps, 6 AWG and larger. Tape uninsulated conductors and connectors with electrical tape to 150% of the insulation value of conductor. D. Thoroughly clean wires before installing lugs and connectors. E. Make splices, taps and terminations to carry full capacity of conductors without perceptible temperature rise. F. Terminate spare conductors with electrical tape. 3.05 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01700. B. Inspect wire and cable for physical damage and proper connection. C. Torque test conductor connections and terminations to manufacturer's recommended values. D. Perform continuity test on all power and equipment branch circuit conductors. Verify proper phasing connections. 3.06 WIRE AND CABLE INSTALLATION SCHEDULE A. Use building wire in raceways for concealed and exposed interior locations, above accessible ceilings, in wet or damp interior locations, in exterior locations, and underground. END OF SECTION 91297 -01:E 16120 -3 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 16195 ELECTRICAL IDENTIFICATION 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Nameplates and tape labels. B. Wire and cable markers. 1.02 RELATED SECTIONS Section 09900 - Painting 1.03 SUBMITTALS A. Submit Shop Drawings under provisions of Section 16010 including schedule for nameplates and tape labels. PART 2 - 2.01 A B. C. PRODUCTS MATERIALS Nameplates: background. Tape labels: background. Engraved three -layer laminated plastic, black letters on a white Embossed adhesive tape, with 3/16 inch white letters on black Wlre and cable markers: Cloth markers, split sleeve or tubing type. PART 3 - EXECUTION 3.01 INSTALLATION A Degrease and clean surfaces to receive nameplates and tape labels. B. Install nameplates and tape labels parallel to equipment lines. C. Secure nameplates to equipment fronts using screws or rivets. Adhesives are not acceptable. Secure nameplate to inside face of recessed panelboard doors in finished locations. D. Use embossed tape only for identification of individual wall switches and receptacles, and control device stations. 91297.01 :E 16195 -1 BE &C SECTION 16195 ENGINEERS AUTOCLAVE NO.6 ELECTRICAL BUILDING 21.01 IDENTIFICATION SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 3.02 WIRE IDENTIFICATION A Provide wire markers on each conductor in panelboard gutters, pull boxes, outlet and junction boxes, and at load connection. Identify with branch circuit or feeder number for power and lighting circuits, and with control wire number as indicated on schematic and interconnection diagrams or equipment manufacturer's Shop Drawings for control wiring. B. Wire color coding: 1. Color code wiring as indicated below: SYSTEM CONDUCTORS A B C Neutral 208Y/120 Volts Black Red Blue White 480Y/277 Volts Brown Orange Yellow Gray 2. Insulated ground conductors: Green. 3. Isolated ground conductors: Green with a yellow trace. C. If large conductors cannot be purchased with the correct insulation color, color code the conductors with wire and cable markers of the appropriate color. Completely encircle the conductor with color coding for a minimum length of 6 inches. 3.03 NAMEPLATE ENGRAVING SCHEDULE A. Provide. 1-3/4 inch high by 5 inches wide nameplates to identify all electrical distribution and control equipment. Letter height: 1/2 inch for distribution and control equipment identification . B. See example in this section. 3.04 RECEPTACLE IDENTIFICATION A. Provide tape labels on receptacle cover plates. Indicate panel and circuit breaker number feeding device. 91297-01:E 1619 5.2 BE &C SECTION 16195 ENGINEERS AUTOCLAVE NO.6 ELECTRICAL BUILDING 21.01 IDENTIFICATION SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 r BEVELED EDGE 7/8' 7/8 PANEL K10 1 480V, 3 PHASE 3W, 60HZ FROM BREAKER #18 SUBSTATION #1 1/4" 4- 4 -1/2" 1/4" °1/8" HOLE FOR POP RIVETS (TYPICAL) NOTE: LETTERING ON FIRST LINE IS 3/8" HIGH. ALL OTHER LINES OF LETTERING ARE 1/8" HIGH WITH 1/8" SPACING BETWEEN LINES. TYPICAL NAMEPLATE NOT TO SCALE FIGURE 1 END OF SECTION 91297.O1:E 16195.3 BE &C AUTOCLAVE NO.6 SECTION 16440 ENGINEERS BUILDING 21.01 DISCONNECT SWITCHES SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Disconnect switches B Fuses C. Enclosures 1.02 REFERENCED STANDARDS ANSI /UL 198C High - Intensity Capacity Fuses; Current Limiting Types ANSI /UL 198E Class R Fuses FS W -F -870 Fuseholders (For Plug and Enclosed Cartridge Fuses) FS W -S -865 Switch, Box, (Enclosed), Surface- Mounted NEMA KS 1 Enclosed Switches 1.03 SUBMITTALS A. Slubmit the following in accordance with Section 16010: Product data including outline drawings with dimensions, and equipment ratings for voltage, capacity, horsepower, and short circuit. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - DISCONNECT SWITCHES A. Westinghouse B. General Electric C. Square -D D. Substitutions: Under provisions of Section 16010. 2.02 DISCONNECT SWITCHES A. Fusible switch assemblies: NEMA KS 1; quick -make, quick- break, load interrupter enclosed knife switch with externally operable handle interlocked to prevent opening front cover with switch in ON position. Handle lockable in OFF position. Fuse Clips: Designed to accommodate Class R fuses. 91297 -01:E 16440 -1 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 16440 DISCONNECT SWITCHES 26 NOVEMBER 1991 B. Nonfusible switch assemblies: NEMA KS 1; Type HD; quick -make, quick- break, load interrupter enclosed knife switch with externally operable handle interlocked to prevent opening front cover with switch in ON position. Handle lockable in OFF position. C. Enclosures: NEMA KS 1, as indicated on Drawings. 2.03 ACCEPTABLE MANUFACTURERS - FUSES A Bussman B. Gould- Shawmut C. Substitutions: Under provisions of Section 16010. 2.04 FUSES A. Fuses 600 amperes and Tess, as indicated on Drawings. B. Interrupting rating: 200,000 rms amperes. PART 3 - EXECUTION 3.01 INSTALLATION A Install disconnect switches where Indicated on Drawings., B. Install fuses in fusible disconnect switches. C. Provide 3 spare fuses of each type. END OF SECTION 91297.01:E 16440-2 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 16450 SECONDARY GROUNDING 26 NOVEMBER 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A Power system grounding. B. Electrical equipment and raceway grounding and bonding. 1.02 SYSTEM DESCRIPTION A Connect the electrical service system neutral at service entrance equipment to supplementary grounding electrodes. B. Connect each separately derived system neutral to nearest effectively grounded building structural steel member or separate grounding electrode. C. Bond together system neutrals, service equipment enclosures, exposed non- current- carrying metal parts of electrical equipment, metal raceway systems, grounding conductor in raceways and cables, receptacle ground connectors, and plumbing systems 1.03 SUBMITTALS A Submit Shop Drawings under provisions of Section 16010. B. Indicate location of system grounding electrode connections and routing of grounding electrode conductor. PART 2- PRODUCTS 2.01 MATERIALS A. Grounding conductors: Bare stranded copper, #4/0 AWG, unless otherwise noted. B. Exothermic connections: Molds, weld metal and accessories as manufactured by Erico Products (Cadweld). C. Compression lugs: NEMA sized one- or two -hole compression Tugs for copper conductors as manufactured by Thomas & Betts, or approved. PART 3 - EXECUTION 3.01 INSTALLATION A Provide a separate, insulated equipment grounding conductor in feeder and branch circuits. Terminate each end on a grounding lug, bus, or bushing. 91297.01:E 16450.1 BE &C AUTOCLAVE NO.6 ENGINEERS BUILDING 21.01 SPEC. NO. 326- 91297 -TS -01 SECTION 16450 SECONDARY GROUNDING 26 NOVEMBER 1991 B. Supplementary grounding electrode: Use rebar in auger cast piling as shown on Drawings. C. Isolated grounding systems: Use insulated equipment grounding conductor and connect only to grounding electrode, as shown on Drawings. D. Provide grounding and bonding to equipment as shown on Drawings. 3.02 FIELD QUALITY CONTROL A. Inspect grounding and bonding system conductors and connections for tightness and proper installation. B. Independent test agency provided by Owner will perform testing. 1. Measure ground resistance from system counterpoise to convenient ground reference point using three point fall- off - potential, or approved testing method. Resistance: Not to exceed 5 ohms. 2. Measure bond Impedance from each equipment grounding connection to the counterpoise. Bond resistance: Not to exceed 50 milliohms. END OF SECTION 91297 -01:E 16450-2 BE &C SECTION 16461 ENGINEERS AUTOCLAVE NO.6 DRY -TYPE BUILDING 21.01 TRANSFORMERS SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 PART 1 GENERAL • 1.01 SECTION INCLUDES A. Dry -type two winding transformers. B. Dry -type isolation transformers. 1.02 REFERENCED STANDARDS ANSI /NEMA ST 1 Specialty Transformers ANSI /NEMA ST 20 Dry -type Transformers for General Applications 1.03 SUBMITTALS A. Product data including outline and support point dimensions of enclosures and accessories, unit weight, voltage, kVA, and impedance ratings and characteristics, Toss data, efficiency at 25 %, 50 %, 75 %, and 100% rated Toad, sound level, tap configurations, insulation system type, and rated temperature rise. 1.04 DELIVERY, STORAGE, AND HANDUNG A, Store and protect products under provisions of Section 16010. B. Store in a warm, dry location with uniform temperature. Cover ventilating openings to keep out dust. C. Handle transformers using only lifting eyes and brackets provided for that purpose. Protect units against entrance of rain, sleet, or snow if handled in inclement weather. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - DRY -TYPE TWO- WINDING TRANSFORMERS A. General Electric B. Westinghouse C. Square -D D. Tierney E. Substitutions: Under provisions of Section 16010. 2.02 DRY -TYPE TWO - WINDING TRANSFORMERS A. Dry -type transformers: ANSI /NEMA ST 20; factory - assembled, air cooled dry- type transformers; ratings as shown on the Drawings. 91297 -01:E 16461 -1 BE &C SECTION 16461 ENGINEERS AUTOCLAVE NO.6 DRY -TYPE BUILDING 21.01 TRANSFORMERS SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 B. Insulation system and average winding temperature rise for rated kVA as follows: Rating Class Rise (degree C) 1 -15 185 115 16 -500 200 150 C. Case temperature: not to exceed 35° C rise above ambient at its warmest point. D. Winding taps, transformers less than 15 kVA: Two 5% below rated voltage, full capacity taps on primary winding. E. Winding taps, transformers 15 kVA and Larger: ANSI /NEMA ST 20. F. Sound levels: ANSI /NEMA ST 20. G Sound levels: Maximum sound levels are as follows: kVA Sound Rating Level 0 -9 40 dB 10 -50 45 dB 51 -1 5 0 50 dB 1 51 -300 55 dB 301 -500 60 dB H. Basic Impulse level: 10 kV for transformers less than 300 kVA, 30 kV for transformers 300 kVA and larger. I. Ground core and coil assembly to enclosure by means of a visible flexible copper grounding strap. J. Mounting: Transformers 75 kVA and less: Suitable for wall, floor, or trapeze mounting. Transformers larger than 75 kVA: Suitable for floor or trapeze mounting. K. Coil conductors: Continuous copper windings with terminations brought out of the coil In a formed loop made from the magnet wire. Provide each coil with a final wrap of glass tape. Exposed windings are not acceptable. Brazed or welded taps are not acceptable. L. Enclosure: ANSI /NEMA ST 20; Type 1. Provide lifting eyes or brackets. M. Isolate core and coil from enclosure using vibration - absorbing mounts. N. Nameplate: Include transformer connection data and overload capacity based on rated allowable temperature rise. 91297.01:E 16461-2 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 16461 DRY -TYPE TRANSFORMERS 26 NOVEMBER 1991 2.0 3 ACCEPTABLE MANUFACTURERS - ISOLATION TRANSFORMERS A General Electric B. Westinghouse C. Square -D D. Tierney E. Substitutions: Under provisions of Section 16010. 2.04 DRY -TYPE ISOLATION TRANSFORMERS A. Dry-type isolation transformers: ANSI /NEMA TR -1; factory- assembled, air cooled dry-type shielded isolation transformers to be used for isolation and to provide clean power for computer equipment; ratings as shown on the Drawings. B. Insulation system and average winding temperatures rise for rated kVA as follows: kVA Insulation Temperature Rating Class Rise (Degrees C) 1 -9 185 10 -500 220 115 150 C Case temperature: not to exceed 35° C rise above ambient at its warmest point. D. Winding taps, transformers less than 15 kVA: Two 5% below rated voltage, full capacity taps on primary winding. E. Winding taps, transformers 15 kVA and larger: 2 -1/2% FCAN and 4 -1/2% FCBN taps located In the center of each primary winding and brought out of the coil in a formed loop made from the magnet wire. Brazed or welded taps are not acceptable. F. Sound levels: Maximum sound levels are as follows: kVA Rating 0 -9 10 -50 51 -150 1 51 -300 301 -500 G Basic impulse level: transformers 300 kVA H. Ground core and coil grounding strap. Sound Level 40 dB 45 dB 50 dB 55 dB 60 dB 10 kV for and larger. assembly to transformers Tess than 300 kVA, 30 kV for enclosure by means of a visible flexible copper 91297 -01:E 16461-3 BE &C SECTION 16461 ENGINEERS AUTOCLAVE NQ.6 DRY -TYPE BUILDING 21.01 TRANSFORMERS SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 I. Provide electrostatic winding shield with separate insulated grounding connection. J. Mounting: Transformers 75 kVA and Tess: Suitable for wall, floor, or trapeze mounting. Transformers larger than 75 kVA; Suitable for floor or trapeze mounting. K. Coil Conductors: Continuous copper windings. Provide each coil with a final wrap of glass tape. Exposed windings are not acceptable. L. Metal oxide varistors: Provide the transformer with metal oxide varistors of the proper size and rating connected in a delta configuration on the secondary side. M . Enclosure: ANSI /NEMA TR -1. Provide lifting eyes or brackets. N. Isolate core and coil from enclosure using vibration - absorbing mounts. Q Nameplate: Include transformer connection data. PART 3 - EXECUTION 3.01 INSTALLATION A. Set transformer plumb and level. B. Use flexible conduit, 2 ft minimum length, for connections to side panel of enclosure. C. Mount transformers on vibration isolating pads suitable for isolating the transformer noise from the building structure. D. Provide seismic restraints. E. Mount transformers as shown the Drawings. Check for damage and tight connections before energizing transformer. 3.02 FIELD QUAUTY CONTROL A. Measure primary and secondary voltages and make appropriate tap adjustments. END OF SECTION 91297 -01:E 16461 -4 BE &C ENGINEERS AUTOCLAVE NO.6 BUILDING 21.01 SPEC. NO. 326 - 91297 -TS -01 SECTION 16476 ENCLOSED CIRCUIT BREAKERS 26 NOVEMBER 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A Enclosed molded case circuit breakers. 1.02 REFERENCED STANDARDS FS W -C -375 Circuit Breakers, Molded Case, Branch Circuit and Service NEMA AB 1 Molded Case Circuit Breakers 1.03 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Include circuit breaker and current limiter ratings, trip current and let- through current curves, outline dimensions, and terminal lug sizes. 1.04 REGULATORY REQUIREMENTS A. Use circuit breakers listed by Underwriter's Laboratories, Inc., and suitable for specific application. 1.05 EXTRA MATERIALS A. Submit extra materials under provisions of Section 01730. B. Submit three of each size and type current limiter. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. General Electric B. Westinghouse C. Substitutions: Under provisions of Section 01630. 2.02 MOLDED CASE CIRCUIT BREAKER A. Circuit breaker: NEMA AB 1. 2.03 CONFIGURATION A. Configuration: Inverse time automatic tripping. 91297 -01:E 16476 -1 BE &C SECTION 16476 ENGINEERS AUTOCLAVE NO.6 ENCLOSED CIRCUIT BUILDING 21.01 BREAKERS SPEC. NO. 326 - 91297 -TS -01 26 NOVEMBER 1991 B. Field- adjustable trip circuit breaker: NEMA AB 1; Provide circuit breakers with frame sizes 200 amperes and larger with mechanism for adjusting pickup setting for automatic operation. C. Current limiting circuit breaker: Provide circuit breaker as shown on Drawings with automatic - resetting current limiting elements in each pole. Let - through current and energy: Less than permitted for same size Class RK -5 fuse. D. Solid -state circuit breaker: Provide circuit breaker as shown on Drawings with electronic sensing, timing, and tripping circuits for adjustable current settings. 2.0 4 RATINGS: A. Ratings: NEMA AB 1; as shown on Drawings. 2.05 TERMINAL LUGS A Size: NEMA AB 1. 2.0 6 CURRENT LIMITERS A Current limiter: Designed for application with molded case circuit breaker. B. Coordinate limiter size with trip rating of circuit breaker to prevent nuisance tripping and to achieve interrupting current rating specified for circuit breaker. C. Provide interlocks to trip circuit breaker and to prevent closing circuit breaker when limiter compartment cover Is removed or when one or more limiters is not in place or has operated. 2.07 ENCLOSURE A. Enclosure: NEMA AB 1; as Indicated on Drawings. B. Fabricate enclosure from steel. C. Finish using manufacturer's standard enamel finish, gray color. 2.0 8 ACCESSORIES A Provide accessories as indicated on Drawings, to NEMA AB 1. B. Shunt trip device: 120 volts AC. C. Handle lock: Include provisions for padlocking. D. Provide mechanical trip device. 91297 -01:E 16476-2 BE &C SECTION 16476 ENGINEERS AUTOCLAVE NO.6 ENCLOSED CIRCUIT BUILDING 21.01 BREAKERS SPEC. NO. 326- 91297 -TS -01 26 NOVEMBER 1991 PART 3 - EXECUTION 3.01 EXAMINATION A Verify that surfaces are ready to receive work. B. Verify field measurements are as shown on Drawings. C. Verify that required utilities are available, in proper location, and ready for use. D. Beginning of installation means installer accepts conditions. 3.02 INSTALLATION A Install enclosed circuit breakers where shown on Drawings, in accordance with manufacturer's instructions. 3.03 ADJUSTING A Adjust the work as indicated on the Drawings. B. Adjust trip settings so that circuit breakers coordinate with other overcurrent protective devices in circuit. C. Adjust trip settings to provide adequate protection from overcurrent and fault currents. 3.04 FIELD QUAUTY CONTROL A Inspect and test each circuit breaker to NEMA AB 1. B. Inspect visually and perform several mechanical ON -OFF operations on each circuit breaker. C. Verify circuit continuity on each pole in closed position. END OF SECTION 91297 -01:E 16476 -3 .444401•411117411114•14•011/42/•••■•••141/ 11■11114.10•0111111111•411. woramprersevorim..... 4411111WPIP4111•111411111.1114MIKIMPIINGIIIIIIIMOININIV .4010•0614inionia.owsworoomovor BOEING MILITARY A IRPLANESER•SEATTLE 21.01 UILDING AUTOCLAVE 6 0 0 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 KING COUNTY AIRPORT OFFICE CENTER (FM) VICINITY MAP FROM DOWNTOWN SEATTLE 900 \I EXIT 157--' - EMT 157 99 EAST MARGINAL CORPORATE PARK AUBURN 599 I FROM KENT TUKWILA & FROM SEATTLE-TACOMA AIRPORT REVISION 4•114.0.0....1~1111,41110.4.010IIIMINIO. DEVELOPMENTAL CENTER 900 NO SCALE ---1 BY APPRZNED DATE AREA MAP 14111•11441.111111.1•41111{1.1. BLDG. 21-01. ADDRESS: 3417 SO. 120TH PLACE TUKWILA, WA. (EAST MARGINAL WAY CORPORATE PARK) NO SCALE EAST MARGINAL WAY CORPORATE PARK 0 AUBURN„ WA. 98002 0 BELLEVUE, WA. 98007 ArdgriaNtifia' .0 EVERETT, WA. 98201 FACILITIES DEPARTMENT U KENT, WA. 98031 0 PORTLAND, OR 97220 0 RENTON, WA. 98055 0 SEATTLE, WA. 98124 msamorr - I I 3 I N0.18 4to 9. DRAWING INDEX GENERAL GO COVER SHEET STRUCTURAL S10 PLANS & GENERAL NOTES S280 SECTIONS & DETAILS MECHANICAL 1M111 PLUMBING FLOOR PLAN 1M161 PIPING FLOOR PLAN ELECTRICAL El SYMBOLS AND DETAILS E9B GROUNDING FLOOR PLAN 1E61. 120/240 VOLT POWER PLAN 1E111 ELECTRICAL POWER PLAN E503 MISCELLANEOUS DETAILS SHEET TITLE ACCEPTABILITY 'NS DESIGN AND/OR SPECIMATION IS 0 DRAWN M AR OtQCHER. .H ' 41 N *PROVED 8Y DEPT. DATE MN 11111 •vi t , iv I : *.. I, _ , I • : . itiiiii, . i, .....4.12124li NOTE SPECIAL INSPECTION BY AN APPROVED. TESTING LABORATORY IS REQUIRED FOR THE FOLLOWING. AOGGAVAST PI LS 9. Visazt)N6 1•3 ?ORG. 114(.0 6"rel- THESE INSPECTIONS SHALL BE ADMINISTERED AS DESCRIBED IN U.B.C. SECTION 306 PRIOR TO THE FINAL BUILDING INSPECTION. 044.St' tigalt. 0 0 ?(P ‘0)IC*. tg6())4 OP Ts ,0 OCI°CkC' I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con tractor's copy of a proved,. ns cknovvled! ed. Or!, By Date Perrnit No. r 0 V s 1.992. tu 191014 COVER. SHEET • '71tRUCTIJRATITASTER 21-01 BUILDING AUTOCLAVE #6 •••■■•■■••■••••••■■ BLDG 21.01 Ok"c • 9 kit: c,s,44 • 0,1 '1 ENGINEERS LAST RF:VIrlION SHEET • JOB N0. 91297 DWG HO. 21.01-GO IIIPOISPIRINNIVMOSIMMOINI '11■11MMONWIONWAIWP/HIMISOMMOS 9411/~B/POINIMUMP/MMOMBNIEMO. IONAPIIIIIIIIIIIPM1P41911111117101111011011111111211•011141•01M111111011110.011•414011 41111101/011111/011111101111111111111111011011111111111MWRIIIIIIMPOWWW11111/10~0~11~01011110..1 lliNSOGON JMP/11.27.91/16:02 . ' •,‘ .1111.14, 15'-2" 1'-6" 6'-2" 1 1/20 x2'-O" ANCHOR BOLTS w/ 6" THD PROJ (3 TOTAL) 11 7 6 3 3/4"3:23 3/4" Ii SIO S280 :CD 0 Co N. CJ - 1/2" PREMOLDED JOINT FILLER BTWN PAD & EXIST WALL cD NEW EQUIP FOUNDATION (EQUIP OPERATING WITS: LN2 TANK - 37,000 LBS VAPORIZER - 5,600 LBS) 1.• SIAS280 . ANCHOR BOLTS 3' - 10"± 1 NEW 3 CONC PAD EXIST PILECAP BELOW Q. ANCHOR BOLTS 7'-10" 1'-1 10' - 4" 4" 1' 11" 1174-6 - Q. AUTOCLAVE s 10 S280 SUPPORT , Nr" 4' -2" 1, 5/8" CHECKER PL COVER 1 - 6" V 0) SIO 5280 • Of re- NEW UTILITY TRENCH 1/2"0 x0 '8" ) ANCHOR BOLTS w/2"THD PROJ I (6 TOTAL) NEW EQUIP FOUNDATION ;'€) (COOLING TOWER OPERATING WT - 11,000 LBS) to ANCHOR BOLTS 1/2"0 xV-0" ANCHOR BOLTS w/2"THD PROJ (8 TOTAL) L NEW EQUIP FOUNDATION (AUTOCLAVE WT - 105,500 LBS EMPTY, 137,700 LBS MAX OPERATING) EXIST PILECAP TO BE REMOVED 5I0 S28 lj N4Ir 16"95 AUGERCAST PILE TYP (18 PLCS)-SEE 6'-6" NEW 6" CONC PAD ANCHOR BOLTS 1"0x2'-0"ANCHOR BOLTS W/5"THREADED PROJ. (12 TOTAL) 1 2 0" FLOOR PLAN I 4 = I -0 4. _4: - 10" 6'- TYP SIO S280 6 5P5" t 4' - 10 3/4" 6 5/8" 6'-10" SIO 3'-8" co 1 1 t •••• XD CODES AND SPECIFICATIONS A. B. C. D. E. F. UNIFORM BUILDING CODE-I988 EDITION ACI 318-83 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE CRSI MANUAL OF STANDARD PRACTICE - LATEST EDITION AISC MANUAL OF STEEL CONSTRUCTION - EIGHTH EDITION AWS STRUCTURAL WELDING CODE - ANSI/AWS DI.1-90 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) DESIGN CRITERIA A. WIND LOAD I. EXPOSURE: C 2. BASIC WIND SPEED = 80 MPH 8. SEISMIC LOAD V = ZICp Wp = 0.30 FOR ZONE 3 = 1.0 = 0.75 (MECH EQUIP,TANKS & VESSELS) C. LIVE LOADS I .EX 1ST FLOOR 2.NEW EQUIPMENT FOUNDATIONS 250 PSF 250 PSF OR EQUIPMENT WT (WHICHEVER IS LARGER) D. SOILS DATA AND FOUNDATIONS I. REFERENCE "GEOTECHNICAL ENGINEERING STUDY, 23 ACRE SITE, EAST MARGINAL WAY SOUTH,KING COUNTY,WASHINGTON" BY EARTH CONSULTANTS,INC DATED MAY 23,1985. 2. PILES SHALL BE 16 INCH DIAMETER AUGERCAST CONCRETE. ESTIMATED PILE LENGTHS ARE INDICATED ON THE FOUNDATION PLAN. LENGTH MAY HAVE TO BE ADJUSTED, AS DIRECTED BY THE SOILS ENGINEER, TO ACHIEVE A MINIMUM FIVE FOOT EMBEDMENT IN THE SAND BEARING LAYER. ALLOWABLE PILE CAPACITY IS 30 TONS FOR VERTICAL LOADS AND 2 TONS FOR LATERAL LOADS. 3. FOUNDATION WORK SHALL BE MONITORED BY THE OWNER'S SOILS ENGINEER. 4. HIGH STRENGTH GROUT MIX FOR AUGERCAST PILES SHALL DEVELOP A MINIMUM f'c = 4000 psi AT 28 DAYS. PROVIDE A MINIMUM OF 10 SACKS OF CEMENT PER CUBIC YARD OF GROUT. MATERIALS A. CAST-IN-PLACE CONCRETE EXIST STORM SEWER I. CONCRETE SHALL DEVELOP A MINIMUM f'c = 4000 PSI AT 28 DAYS. PROVIDE A MINIMUM OF 6 1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. 2. DESIGN MIX FOR CONCRETE SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. EXIST SEWER LINE 14'-6" ± SLAB TO BE DEMOLISHED FOR NEW FOUNDATION & TRENCH SEE FLOOR PLAN FOR DIM'S 14'-6" ± 12'- 0" DRILL HOLES FOR PLACEMENT OF CONTROLLED DENSITY FILL -SPAC'G AS REQ'D (7'-0"MAX). DO NOT DRILL THRU EXIST PILECAPS, FILL HOLES w/4000psi CONC. 1 1 ) 1 1 11 "- 7'-4"± 1 FIELD VERIFY '1 _t 1 EXIST PILE 3 PLCS 4' -9" 5 '--0" 5'-0" EXIST FDN WALL EXIST GRADE BM EXIST PILE EXIST PILECAP TYP ESTIMATED PILE LENGTH r- i 14'-6» ± 14'- 6" ± PLACE CONTROLLED DENSITY FILL IN VOID SPACE UNDER SLAB IN SHADED AREA PRIOR TO DEMOLITION FOR NEW FOUNDATION & TRENCH-SEE GENERAL NOTES & SPECS. S. REINFORCING STEEL I. CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318-83 AND ACI 315. 2. REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL' CONFORMING TO ASTM A615 GRADE 60 3. WELDING OR TACK WELDING OF REINFOPCING BARS IS PROHIBITED. 4. REINFORCING STEEL $HALL BE ACCURATELY PLACED AND SECURED IN POSITION. 5. THE FOLLOWING PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED, UNLESS NOTED OTHERWISE. (A) CAST AGAINST AND PERMANENTLY MIN COVER (INCHES). EXPOSED TO EARTH 3 EXPOSED TO EARTH OR WEATHER: #6 THROUGH #Il BARS 2 #5 BARS AND SMALLER 1=1/2 (C) NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS,WALLS 3/4" BEAMS,PRIMARY REINF, TIES,STIRRUPS I-1/2 6. LAP SPLICE LENGTHS: (UNLESS NOTED OTHERWISE) #4 I'-8" #7 3'-3" #10 .... 6'-10" #5 2)-2" #8 4'-3" #II #6 2'-7" #9 5'-5" (B) C. STRUCTURAL STEEL I. STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36. 2. FABRICATION SHALL COMPLY WITH AISC SPECIFICATIONS 3. STEEL MEMBERS SHALL BE GIVEN ONE COAT OF APPROVED PRIMER EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE. 4. ANCHOR BOLTS SHALL BE ASTM A307. 5. WELDS SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE PERFORMED BY AWS CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND AISC SPECIFICATIONS. ELECTRODES SHALL BE E-70 SERIES R. 4 D. GROUT I. NON-SHRINK GROUT SHALL BE EMBECO # 885 BY MASTER BUILDERS,OR OTHER APPROVED. E. CONTROLLED DENSITY FILL I. CONTROLLED DENSITY FILL (CDF) SHALL BE A PUMPABLE, VERY FLUID MIX. SEE SPECIFICATIONS FOR MIX PROPERTIES. 2. CONTROLLED DENSITY FILL SHALL BE PLACED BY A CONTRACTOR EXPERIENCED IN PRESSURE PUMPING OF GROUT OR CDF. 3. CONTROLLED DENSITY FILL SHALL BE PLACED AND ALLOWED TO CURE FOR A MINIMUM OF THREE DAYS PRIOR TO BEGINNING SLAB DEMOLITION. 4, SEE SPECIFICATIONS FOR CONTROLLED DENSITY FILL REQUIREMENTS. (211ENEETIAL. A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. B. ADEQUATE SHORING AND BRACING OF AIL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED... ALL PROPOSED FENEVIEYNGES SHALL HAVE PRI°R APPROVAL C. LOCATION AND SIZE OF EQUIPMENT PADS, ANCHOR BOLTS, INSERTS OR HANGERS FOR EQUIPMENT,SHALL BE VERIFIED WITH APPROVED VENDOR'S DRAWINGS AND CHECKED WITH THE EQUIPMENT SUPPLIER. D. GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS AND EMBEDMENTS SHOWN ON MECHANICAL AND ELECTRICAL DRAWINGS. E. DO NOT SCALE DRNNINGS. F. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF UBC SECTIONS 305 AND 306. G. FOR TESTING REQUIREMENTS S FOR EACH MATERIAL, SEE PLAN REVIEW FOR COMPLIANCE WITH THE FOLLO I G OiAMmiX I ST I NG SPEC I F I CAT I ONS . SLAB FROM DAMAGE DUE. TO CONSTRUCT ION A giSTRUCTURAL PER UNIFORM BUILDING COb EQU , CI NON-STRUCTURAL PER UNIFORM BUILDING CODE Lk:U I PMENT LOADS BY PLAC I NG WOOD LAGGING UNDER WHEELS . . El WASHINGTON StATE ENERGY CODE WASHINGTON STATE REGULATION FOR BARR1ER-FREE owns SAJECT TO INTERPRIATIONS OF tHE GOVERNING AUTHORITY, ERRORS, 6MISSIONS AND INCONSISTENCIES. IAN DATE IN DATE OUT'ill" 1 4 1992 !!!) . • , FOUNDATION PLAN CONTROLLED DENSITY FILL PLACEMENT PLAN 1/8" = r-o" AHAN & DESALVO, INC. CITY0FIUMLA APPROVED JAN 2-B 199a' BUIL ING DIVISION REVISION DATE SIN REVISION DATE ADDED EQUIPMENT WEIGHTS 12.20.91 APPZEMPAW FAC I L I T1 ES DEPARTMENT O AUBURN, O BELLEVUE O EVERETT, 0 KENT, O PORTLAND O RENTON, III SEATTLE, WA.98002 ,WA.98007 WA. 98201 WA. 98031 , OR. 97220 WA. 98055 WA. 98124 ao.r°•°1 ... ''''.... ...,......w. . --i-..q).4AL ‘':11,1 •-.. ' , • ACCEPTABILITY THIS DESIGN AgD/OR SPECIfICATION IS APPROVED APPROVED BY DEPT. PLANS & GENERAL NOTES BE&C ENGINEERS , LAST REVISION SHEET STRUCTURAL MASTER 21-01 COL E/I-2 D.C. 21.01-310 aniniusznamommormsammassimariww low slommeoms 2 111 PrP1111' .5 I 1 A- 6 No.18 erne17, • 1' I BLOCKS: 30108) •IHNSOION MRW/I2.19.91/11:10 f; T 1 F,_2" S 1O S280 NEW EQUIP FOUNDATION (EQUIP OPERATING WTS: LN2 TANK - 37,000 LBS VAPORIZER - 5,600 LBS) ANCHOR BOLTS SIO 5280 NEW EQUIP FOUNDATION (COOLING TOWER OPERATING WT - 11,000 18S) c ANCHOR BOLTS - 1/2" PREMOLDED JOINT FILLER BTWN PAD & EXIST WALL 3' -1ct'± -- 13' -10" 14' -2" NEW 3 1/2" CONC PAD EXIST PILECAP BELOW 4" 4 1 1;; Q ANCHOR BOLTS 10' -4" AUTOCLAVE io 5280 SUPPORT 4' - 2" I 11;' L 1 5/8 ". CHECKER PL COVER Cr) 280 , r 1 N. 1 NEW UTILITY TRENCH 1/2-0 x0, -8" /ANCHOR BOLTS i :_? , w/2 "THD PROD I I (6 TOTAL) 1/2 "o ANCHOR BOLTS w/2 "THD PROJ (8 TOTAL) J SIO NEW EQUIP FOUNDATION (AUTOCLAVE WT -- 105,500 LBS EMPTY, 137,700 LBS MAX OPERATING) EXIST PILECAP TO BE REMOVED' 1 "0x2' -0 "ANCHOR p BQL TS W/5 "THREADED FLOOR PLAN PROJ. (12 TOTAL) 1,4 = I -0 NEW 6 CONC PAD c. ANCHOR BOLTS 12' -0" 4)-10' 161'0 AUGERCAST PILE TYP (21 PLCS)-SEE sIo (E� SIO TYP S280 6' -10" 6 5/8" 4, -3t, 10 3/4" 5/8" A. UNIFORM BQIL.DING CODE -1988 EDITION B. ACI 318 -83 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE C. CRSI MANUAL OF STANDARD PRACTICE -- LATEST EDITION D AISC MANUAL OF STEEL CONSTRUCTION - EIGHTH EDITION E. AWS STRUCTURAL, WELDING CODE - ANSI/AWS 01 . 1 -90 F. AMERICAN SOCIETY FOR'TESTING AND MATERIALS (ASTM) DESIGN CRITERIA A. WIND: LOAD I EXPOSURE C 2. BASIC WIND SPEED = 80 MPH E. SEISMIC LOAD V = ZICp WP Z = `0.30 FOR ZONE 3 I = 1.0 C = 0.75 (MECH EQUIP,TANKS & VESSELS) C. LIVE LOADS 1.EXIST FLOOR 250 PSF 2.NEW EQUIPMENT FOUNDATIONS 250 PSF OR EQUIPMENT WT (WHICHEVER IS LARGER) D. SOILS DATA AND • FOUNDATIONS I, REFERENCE "GEOTECHNICAL ENGINEERING STUDY, 23 ACRESITE, EAST MARGINAL WAY SOUTH,KING COUNTYWASHINGTON" BY EARTH CONSULTANTS,INC DAZED MAY 23,1985. 2. PILES SHALL BE 16 'INCH DIAMETER AUGERCAST CONCRETE. ESTIMATED PILE LENGTHS ARE INDICATED ON THE FOUNDATION PLAN. LENGTH MAY HAVE TO BE ADJUSTED, AS DIRECTED BY`THE SOILS ENGINEER, TO ACHIEVE A MINIMUM -FIVE FOOT EMBEDMENT IN THE SAND BEARING, LAYER. ALLOWABLE PILE CAPACITY IS 30 TONS FOR 'VERTICAL LOADS AND 2 TONS FOR LATERAL LOADS. 3 FOUNDATION- WORK SHALL BE MONITORED BY THE OWNERS SOILS ENGINEER. 4. HIGH STRENGTH GROUT MIX FOR AUGERCAST PILES SHALL DEVELOP A MINIMUM f'c = 4000 pSI AT 28 DAYS.- PROVIDE 'A :MINIMUM OF JO SACKS OF CEMENT PER CUBIC YARD OF GROUT. MATERIALS A. CAST -IN- PLACE CONCRETE I . CONCRETE SHALL DEVELOP A MINIMUM`f'c = 4000 PSI AT 28 DAYS. PROVIDE A MINIMUM OF 6 1/2 SACKS OF CEMENT PER CUBIC'YARD.OF CONCRETE. DESIGN MIX FOR CONCRETE SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. -8" f EXIST STORM SEWER TYP 13 PLCS �a 14' -6., 14' -6 "± - SLAB TO BE DEMOLISHED FOR NEW FOUNDATION TRENCH SEE FLOOR PLAN R DIM'S L REINFORCING STEED. i, CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318-83 AND ACI 315. REINFORCING STEEL SHALL. bit DEFORMED BILLET STEEL CONFORMING TO ASTM A6I5 GRADE 60 3. WELDING OR TACK WELDING OF REINFORCING BARS iS PROHIBITED. 4, REINFORCING STEEL SHALL BE ACCURATELY PLACED AND SECURED IN POSITION. THE FOLLOWING PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED, UNLESS NOTED OTHERWISE. (A) CPST AGAINST AND PERMANENTLY MIN COVER (INCHES) EXPOSED TO EARTH 3 EXPOSED TO EARTH OR WEATHER: #6 THROUGH #Il BARS. 2 #5 BARS AND SMALLER 1 -1 /2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS,WALLS 3/4" BEAMS,PRIMARY REINF, TIES,STIRRUPS 1-1/2 6 LAP SPLICE LENGTHS: (UNLESS NOTED OTHERWISE) #4 I ' -8" #7 NO T2. ,# 10 #5 2' -2" #8 4' -3" #Il #6 2,-7. #9 51-5" (B) (C) C. STRUCTURAL STEEL -10" 5" !. STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36. 2. FABRICATION SHALL COMPLY WITH AISC SPECIFICATIONS. 3. STEEL MEMBERS SHALL BE GIVEN ONE COAT OF APPROVED PRIMER EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE. 4. ANCHOR BOLTS SHALL BE ASTM A307, 5. WELDS SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE PERFORMED BY AWS CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND AISC SPECIFICATIONS. ELECTRODES SHALL BE E -70 SERIES R. D. GROUT I. NON- SHRINK GROUT SHALL BE. EMBECO # 885 BY MASTER BUILDERS,OR OTHER APPROVED. E. CONTROLLED DENE'TY FILL I. CONTROLLED DENSITY FILL (CDF) SHALL BE A PUMPABLE,. VERY FLUID MIX. SEE SPECIFICATIONS FOR MIX PROPERTIES, 2. CONTROLLED DENSITY FILL SHALL BE PLACED BY A CONTRACTOR EXPERIENCED IN PRESSURE PUMPING OF GROUT OR CDF 3.. CONTROLLED DENSITY FILL SHALL BE PLACED AND ALLOWED TO CURE FOR A MINIMUM OF THREE DAD'S PRIOR TO BEGINNING SLAB DEMOLITION. 4. SEE SPECIFICATIONS FOR CONTROLLED DENSITY FILL REQUIREMENTS. DRILL HOLES FOR PLACEMENT OF CONTROLLED DENSITY FILL -- SPAC'G AS REQ'D (7' --0'` MAX). DO NOT DRILL THRU EXIST PILECAPS, FILL HOLES w /4000psi CONC. GENERAL A. CONTRACTOR SHALL VERIFY ALL�D1MENSIONS IN THE FIELD, ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. ADEQUATE SHORING AND BRACING. OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED, ALL PROPOSED FIELD' CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER, EXIST SEWER LINE i ;:t I !II � FIELD VERIFY I 4' `9)I 1 LOCATION AND SIZE OF EQUIPMENT PADS, ANCHOR BOLTS, INSERTS OR HANGERS FOR EQUIPMENT SHALL BE VERIFIED WITH APPROVED VENDOR'S DRAWINGS AND CHECKED WITH THE EQUIPMENT SUPPLIER, GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS AND EMBEDMENTS SHOWN ON MECHANICAL AND ELECTRICAL DRAWINGS. DO NOT SCALE DRAWINGS. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS' OF UBC SECTIONS 305 AND 306. G. FOR TESTING REQUIREMENTS FOR EACH MATERIAL, SEE TECHNICAL SPECIFICATIONS. H. PPOTECT EXISTING SLAB FROM DAMAGE DUE TO CONSTRUCTION EQUIPMENT LOADS BY PLACING WOOD LAGGING . UIWOHEELS . EXIST PILE .3 PLCS - --'� PILE TT FOUNDATIORfPLAN PLACE CONTROLLED DENSITY . FILL IN VOI D SP6CE UNDER SLAB IN SHADED AREA PRIOR TO DEMOLITION PO NEW FOUNDATION & TRENCH -SEE GENERAL NOTES & SPECS. RECEIVED CITY OF TUKWILA MAR 9 1992 PERMIT CENTER Ar ,c o N ytAkk vowotq OA- REVISION ADDED EQUIPMENT WEIGHTS ENLARGED EQUIP FDN; ADDED PILES REVISED LN2 BOLT LOCATIONS GH RFB CH 8 ACCEPTABILITY THIS DESIGN AND %QR.. SPECIFICATION IS APPROVED APPROVED BY PFPT. DATE BE &C ,ENGINEERS PLANS do GENERAL NOTES STRUCTURAL MASTE BLDG 21—pi COL t/ 1— LAST REVISION SY1.490G J 1 rlrlrlrlr�rlriplrl-r No.18 • IHNSOION "I 11C10.I111 11111) !III Imi Ali �� � � ExisT FLR. SLAB TO REM.AIN PILE EQUIP ANCHOR BOLTS SEE PLAN FOR LOC. SAWCUT 1/2» DP .MAX DO NOT CUT EXIST REINFORCEMENT .S280 ti--4!7WIE EMBED CORE DRILL HOLES AS REQ D FOR PIPES -CHIP I SHEAR KEY 9 BOT & SIDES OF TRENCH EXIST PILECAP •8, PILE CONTROLLED DENSITY FILL-INSTALL PRIOR TO DEMOLITION OF EXIST SLAB-SEE GEN. NOTES & PLAN ON SHEET SIO EXIST TIMBER PILE TO BE ABANDONED CUT TO 6" BELOW BOT OF NEW PILECAP EXIST GR. BM & PILE \ CONTROLLED DENSITY FILL-SEE GENERAL (8)#5 w/DWLS NOTES TO EX I ST WALL , LINE I -SEE slois280 . S280 S280 EXIST WALL EQUIP ANCHOR BOLTS SEE PLAN FOR LOC. 3/4"CHAMFER TYP EL 97'-0" ± ,PAVING-,-REPLACE 7 AS REQ'D ORIENT HOOKS IQ AVOID CONFLICT w/ EQUIP ANCHOR BOLTS 'PILECAP-_.. 3?-8" & PILE 6" OR 31/; SEE PLAN S280 4"PILE EMBED EXIST GR. BM. & PILE #7 @ 10" OC, EW T & B S280 S280 S I 0 S280 I6*0 AUGERCAST PILE 9 CENTER BAR El (6)#6 VERT TYPICAL PILE S280 S280 C11`1 OF I OlkWILA APPROVED Skil' 2, B 1992 .0., BUILDING DIVIS! REVISION 0 AUBURN , WA . 98002 0, BELLEVUE , WA . 98007 EVERETT , WA. 98201 0 KENT WA . 98031 0 PORTLAND , OR . 97220 0 RENTON , WA , 98055 111 SEATTLE , WA . 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY , DEPT 0 I HNS280N MRW/12 19 91/10 : 20 , 11 111111111111111111111 I 41 1111111(11111111111111111 No.18 Sop _44 t 1 1 t1). 111111111 tril EQUIP ANCHOR BOLTS SEE PLAN FOR,LOC. SAWCUT I/2" DP MAX DO NOT CUT EXIST REINFORCEMENT EX I ST CONC WALL S280 S280 - CORE DR I LL HOLES AS RE0 ' 0 FOR PIPES . CHIP 1" SHEAR KEY BOT & SIDES OF TRENCH SAWCUT 1/2 "DEEP MAX-DO NOT CUT EXIST RE1NF EXIST SLAB TO REMA I N „ EMBEDDED L3x3xI/4 w/q2"0x6 HEADED WELD STUDS 0 I -6° OC ,r-BAR 5/8x1 , \/BAR BAR TO 3/16V 2-10 L3)(3 SAVE EXIST SLAB RE NF 8, HOOK UNTO TRENCH WALL CONTROLLED DENSHY ILL-INSTAL L PRIOR TO DEMOLITION OF EXIST SLAB—SEE GEN. NOTES & PLAN ON SHEET SI Dig TIMBEI< PJLE TO BE ABANDONED CUT TO 6° BELOW BOI OF NEW P LECAP Q 12 Li FOR BALANCE OF CALLOUTS-SEE S280 281:1 ORIENT HOOKS TO AVOID CONFLICT w/ EQUIP ANCHOR BOLTS PILECAP- GROUND WIRE SEE ELECT. -----„ 0 LIJ -- SECT I ON sib s280 9 CENTER BAR SPLICE vi/THRADED BAR - COUPLER WHERE REQ D S 1 0 , S280 ( 6 )#6 VERT TYPICAL P 'L REVISION Rtsctivtb CITY OF TLIKWILA MAR 9 1992 PERMIT CENTER ___---Iii By AppRovto GH RFB WEI.4 GH RF8 .14 12.20.91 ACCPTAILFTY HS asica4 mom sottiricktioN is APPRovEb 03.04 92 'At`114 ROiArir, R2Ft(i JP /n1 i„: iiiit : p *E. li f ilairgin. il 0 V;', I di (3 : I Oil • 8 1 11) L, 11101111111111 9 1 9 ri iii t e iltiliel iiii 1 • " I igided '' frit Iffi 11. 2" W DN RUN 2 "W UNDER COUNTER TO SINK REVISION 2" W CONN. V 3" V UP 2 V 1-1/2"V RISER— SUPPORT ON WALL WITH 1 -5%8" CHANNEL - pj :. `— 2" W P -3 SEE DETAIL 1M111 OT APPROVED DATE A INSTALL :I!CW LINE t DRAIN ;JPI REVISION 1 SCALE _._;:._i`�!a1" :. , fIIG7N ►1�t1 his. ., 1 t vY {, ,0#42.4_H • PSdi N.- ,a APPROVED DATE . :;, ,77:®/W 0 EVERETT, WA. 98201 FACILITIES DEPARTMENT KENT, ° - WA.`': 9.8Q31 0 PORTLAND, OR 97220 0 RENTON, WA. 98055 SEATILE, : WA 98124 ;. WOOD /HARBINGEP INC. CONSULTING ENGINEERS BELLEVUE WASHINGTON ACCEPTABILITY 'PHIS DESIGN AND /OR SPECIFICATION IS APPROVED bkAWN BY 6ATE` 6A A 4/t CFIEckto • GRN '4/11/91, ENGR. DATE FV cHECKtO t1 o APAMovEO LAST REVISION , SYMBOL JOB' NO. - :,;.w 901424 I l i I I ► i I � I I I I 1'I Ilr'iiI iI �' '� dii��� il limlnimlninmi iI�i�m���f fi�mi° r APPROVED • • ---,...-,,...........9.111NRIMI.M51111111.1.111PMMINIMMINEMMUNIMPIMPIPOPOOMOIMM111.111141111111 COOLING .1A/A■TER SKID WiC.T. ABOVE VALVE, AND CAP FINAL ':CoNN, BY OTHERS " 1CW CW 1/2" CA DROP PIPING SUPPORTED FROM O\'ERHEAD WOOD JOISTS. SEE STFCJCTURAL DRAWINGS. .. • ,•...„,•• t • 3/4" 1/2" 1/2" IFIW AND 1/2" ICW DOWN, SUPPORT RISER ON 1 — 5/8" CFIANNEL 1M161 002 1.71/2" CW WITH TRAP PRIMER DISCH TO FS PIPING UP THROUGH PLATFORM 3/4" N2 , 1— I /4"VAC, 3/4" CA, 3/4" I HW, I— i /2" TW, 3/4" CW PIPING bcfwN. SUPPORT PIPING ON 1 —5/87 CHANNEL MOUNTED ON -WALL,. TERMINATE AT 4 ' ABOVE BENCH. BENCH. "pIONG'0OWN.jHP000111 BENCH. tiPPO'tZT PIPE ON 041ANKEL;.m6'ONI"Ep ON WALL. - tEPMINAcrE, 1 2". BELOW pip)Nc 0 D \1: • BENCH. . SUPPORT PIPtNG ON 1-5/8" 6* CHANNEL MOUNTED': ON WALL. TERMINATE AT . 12" BELOW BENCH. PIPING f.DOWN TO FUME HOOD. TERM AT 6". ABOVE FUME _HOOD Cot.1ni.7 A ,\ tv •1D150../(• ;p14 ';,tAccif1/4).T.' pi Pt' 0K.1 ■,J A • .,•". • - • • 6c.,Prk.)4.7 ‘_. tzvtemeot4 tIW PokrOp 1,446,41;),, JA rokr i -1464, t e-err /4:s• _.,4;.=r:p44400-Fi-.40421460f,...4 Pe.101t.4 V.1040101"101 iNg;14.4". cvr 446:512-1441 #64.11404.6*44 6 2s4ol 121)2:11 REVISION • - • BY APPROVE() DATE AUBIAN,: WA -448062' .; • , 0 8ELLEVUE 'WA 08007 , WA. Azdige-Ariaw, •n EVERETt, !•WA.. 98201 FACILITIES DEPARTMENT , -WA. 98031 0 PORTLANib, . OR, 97220 REN'[ON, WA:, ..9.8065 111 SEATTLE; WA. 98124. i,Y3NSULTINC ENOiNEERS eltt..Lr....eur.. WASHINGTON DOAwN tiAtr ACCEKABILIV k---7-4/1 PHIS DESIGN AND/D1/ ZVir SPECIhCAtION APPROVED PDA 4111/91, Ndft. APPROVED BY DEM'. DATE Lw8 4/11/91 4 il 91. gyms& • , • . 21- I , II I • i , ti' i1 il..l ii:.!,..ri.-fi l 1 .I 'I, II. I1 Ii*, irI r r e i rrI i l' irt,..,:1. r" ' ir-' • - i 3 4 wo.18 • ;‘• .„ •• •••'• •; • •, 'C. • • • 7 3' • • ' ,•••• • '• 4,1, 3 .•-•.• .n• 1 ..--*.'.....-' • ;‘• .„ •• •••'• •; • •, 'C. • • • 7 3' • • ' ,•••• • '• 4,1, 3 .•-•.•